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HomeMy WebLinkAboutPermit D08-043 - WESTFIELD SOUTHCENTER MALL - BJ'S RESTAURANT - TENANT IMPROVEMENTBJ'S RESTAURANT 1159 SOTJTHCENTER MALL D08 -043 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -043 Occupant /Tenant: BJ'S RESTAURANT AND BREWERY Building Address: 1159 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RESTAURANT Occupancy Group /Division: A -2 Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 253 * /4 -4!&5 BUILDING 0 FICIAL DAT THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: Address: Suite No: Tenant: Name: BJ'S RESTAURANT AND BREWERY Address: 1159 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: Address: Phone: Contractor: Name: SHAWMUT DESIGN & CONSTRUCTION Address: 560 HARRISON AV , BOSTON MA 02118 -2436 Phone: Contractor License No: SHAWMDC015K4 DESCRIPTION OF WORK: RESTAURANT TENANT IMPROVEMENT FOR NEW MALL SPACE Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Citylif 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 6364200010 1159 SOUTHCENTER MALL TUKW JARED TAYLOR 1342 BELL AVE SUITE 3K , TUSTIN CA 92780 714 - 258 -1808 $700,000.00 SPRINKLERS /AFA II -B DEVELOPMENT PERMIT * * continued on next page ** D08 -043 Permit Number: Issue Date: Permit Expires On: Expiration Date: 05/28/2008 Fees Collected: International Building Code Edition: Occupancy per IBC: D08 -043 03/26/2008 09/22/2008 $9,642.00 2006 0004 Printed: 03 -26 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City (*Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 - 043 Issue Date: 03/26/2008 Permit Expires On: 09/22/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: 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 performa3xce of work. I am authorized to sign and obtain this development permit. 3/24 Signature: Print Name: doc: IBC -10/06 ijVt/ Date: Date: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -043 Printed: 03 -26 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 1159 SOUTHCENTER MALL TUKW BJ'S RESTAURANT AND BREWERY PERMIT CONDITIONS • Permit Number: Status: Applied Date: Issue Date: D08 -043 ISSUED 01/29/2008 03/26/2008 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: Installation of high- strength bolts shall be periodically inspected in accordance with RISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: 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. 10: 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. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: 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. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 15: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the doc: Cond -10/06 D08 -043 Printed: 03 -26 -2008 agency on the job site. • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 19: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 20: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 21: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 23: 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. 24: ** *FIRE DEPARTMENT CONDITIONS * ** 25: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 26: 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) 27: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 28: 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) 29: 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) doc: Cond -10/06 D08 -043 Printed: 03 -26 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 30: 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) 31: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 32: 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) 33: 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) 34: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 35: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 36: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 37: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 38: 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) 39: 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) 40: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 41: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) doc: Cond -10/06 D08 -043 Printed: 03 -26 -2008 • • 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: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 43: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder 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 sprinkler work shall commence without approved drawings. (City Ordinance #2050) 44: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 45: Local U.L. central station supervision is required. (City Ordinance #2051) 46: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 47: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 48: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 49: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 50: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 51: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 52: 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. 53: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 54: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 55: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond -10/06 D08 -043 Printed: 03 -26 -2008 • • 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 57: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 58: Sheet A 0.3 shall be modified to include a landscape area between patio area and take out entry. The plantings shall include a mix of foundation plants and evergreens. 59: Sheet A2.0 is modified to show a revised window (into take -out area) on south elevation per S$ 1A. doc: Cond -10/06 * *continued on next page ** D08 -043 Printed: 03 -26 -2008 Signature: Print Name: doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 construction or the performance of work. R po. !'f o0ve_f D08 -043 Date: of law and ordinances governing other work or local laws regulating Printed: 03 -26 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: / /www. ci. tukwila. wa. us SITE LOCATION King Co Assessor's Tax No.: (p Z(P ) - 0 ^ 001 D Site Address: So�-�c rrT� r D o'l 0 Tenant Name: 1 5 t &vt - +rMY RNO %,(Lcuret -') New Tenant: lif Yes Property Owners Name: W es-re U.-- C- Mailing Address: \\ (k VISi.SK-114;r. %L /C li lt.' Vt:Dv L-03 ANC-ISLES. City I I I CONTACT PERSON - who do we contact when your permit is ready to be issued Name: iNe. 1 6 Mailing Address: 1342 BEta, I■%/EN.e, E -Mail Address: a• FFA1C1 0....W1 Nom- C-P■ GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: E -Mail Address: CA ! 0zS Mailing Address: \ 42 W-sr {mot: ti�•t(, {�"L21p Contact Person: `- t'0t1∎1 12 t \ AN. C M L E YZ ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: L..ttYL:Ta2 24ntaco r Mailing Address: 147D We MorkxNf,-(d Contact Person: VZN) Swra 1.) E -Mail Address: +ESN• S [312..1 4N Q:Wpphcanons\Forms- Applications On Lm63 -2006 - Perrmt Application.doc Revised: 9 -2006 bh C (-01-1 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** c-13.(0/4.4 Building Permit No. 0 Mechanical Permit No. _ 1•40 -- (� �- Plumbing/Gas Permit No. 1G(9'0,244 Public Works Permit No. Project No (For office use only) Suite Number: 300 Floor: CA State Day Telephone: 714 - 2SK" get) 92780 City State Zip Fax Number: 7111 -5g -2-40 City Day Telephone: Fax Number: Expiration Date: State ❑..No 9o02C— I7'-F8' Zip Zip $Q7 DALt h - T5G - 75 - 2)-1 - 1 City 4 tate Zip Day Telephone: Z I y - S$3 - 823o Fax Number: 21 4 - GSk- 0( (..4, -Cum & ) PALL.✓s, TX 7 Q- 1 47 City State Zip Day Telephone: 2I U - gz)' g't Fax Number: 2it-f - ro e 06 ig Page 1 of 6 BUILDING PERMIT INFORMATION = 206431 -3670 Existing Building Valuation: $ I�J14 Scope of Work (please provide detailed information): Ti= NAr■►T niPriv tins-r r 14fQ 71\ f -) \ 3 S 1,-coty. -4- 00.rc A-0 11 Civitcvazyve Valuation of Project (contractor's bid price): $ 70c.3 c k) Will there be new rack storage? ❑ Yes . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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: Will there be a change in use? ❑ Yes Q:Wpplications \Forms - Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh fai No Compact: Handicap: If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: R i Sprinklers IK 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure -_- , New Type of Construction per IBC Type of Occupancy per IBC l Floor io/6 ()lit Hs 2atl Floor 3"' Floor Floors thru Basement Accessory Structure• Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION = 206431 -3670 Existing Building Valuation: $ I�J14 Scope of Work (please provide detailed information): Ti= NAr■►T niPriv tins-r r 14fQ 71\ f -) \ 3 S 1,-coty. -4- 00.rc A-0 11 Civitcvazyve Valuation of Project (contractor's bid price): $ 70c.3 c k) Will there be new rack storage? ❑ Yes . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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: Will there be a change in use? ❑ Yes Q:Wpplications \Forms - Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh fai No Compact: Handicap: If `yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: R i Sprinklers IK 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. Page 2 of 6 Water District '...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ...Tukwila ❑ ...Sewer Use Certificate Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water • ❑ ... ValVue ❑ .. Renton ❑ ...Sewer Availability Provided cubic yards cubic yards ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Call before you Dig: 1 800 - 424 - 5555 ❑ .. Highline ❑ .- .Permanent Water Meter Size... WO # ❑ ...Temporar Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private Q: Applications\Fonns- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage • PUBLIC WORKS PERMIT INFORMATION — 206=433 -0179 Scope of Work (please provide detailed information): F E T AQRAA/T TEAiAr.Jr 1 mpRo FArr Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑ .. 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. ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: 1ve Name: Ra IrAtAilAr4 ^^ NG. Day Telephone: - 7 1 4 " Ste" 2-403 Mailing Address: 7 755 - (-Ei rr it 4 -. HbtNTZ/ :1 (>;e 4i CA G2,647 City State Zip Water Meter Refund/Billing: Name: S Reet-nco.4A4#JTS .J C.. Mailing Address: 775 Ave. Day Telephone: 71 (4 -Coo- Zci co gAArrl J roN (?e E.f G4 926 City State Zip Page 3 of 6 Unit Type: 1 Qty Unit noes ( Qty Unit Type: I Qty I Holler /Comer: Ell Furnace-100K BTU Air Handling Unit >10.000 am - Fire Damper .. 0-3 HP /100.000 MU Fwnace>100IC BTU it Evaporator Cooler — Dauer 50 3-15 HP /500,000 BTU Floor Furnace — Ventilation Fan Connected to Side Duct Thermostat g 7 15-30 HP /1.000000 BTU Suspended/WaWFloor Mounted Heater - Ventilation System _ Wood/Gas Stove — 30-50 HP/1,750,000 BTU .. Appliance Vent _ Hood and Duct = der — 50+ HP/1.750.000 BTU — Repair or Addition to He � trig/Cooling — Incinerator - Domestic - Other Mechanical Equipment Air Handling Unit <10,000 CFM a t Incinerator— Comm/Ind — MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: SAL Pi1d BYI -- 6.43.3i6'!b City state Tip Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ t509O Scope of Woik (please provide detailed information): C.o M iVt FYh 1 NST,4 L LA DD)) ID)) 4 F ,4J 1L/ �1A C sys c T M Ft rE. AAA k)T FI)JL H DIJT , A.))1? A) Evi COOK t 111£ Ex.N ki)4 r Alb Ala tEt)i> Au? SYSTt CoA)sisrEA. T I't rt4 FULL .se Q /U E K lrCitEA). I,,tig; Residential: New ... ❑ Replacement .. ❑ Commercial: New .... DA Replacement .... ❑ Fuel Typp: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Minna Type: QtY I Fixture Type: Qty num Type: Qty nature T Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) _ Wash fountain 'Gas piping outlets (� (� Bidet _ Food -waste grinder. commercial N r Receptor. indirect waste .0 1414 In I 11 RA `a� I ' 1 Cloches washer domestic • Floor drain Sinks ' Dental unit, cuspidor • _ Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet . Building sewer or trailer park sewer Rain water system - per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type Breese interceptors w Repair or alteration of water piping and/or water treating elm Repair or alteration of drainage or vent Pig PLUMBING AND GAS PIPING CONTRACTOR INFORBIATION Company Name: Mailing Address: City State ZiP Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ 15M0 Scope of work (please provide ailed infomration): TAB ' T F UU [St{ COT LA! [LL x( 1 1 det f l t.s Y - -_ ►.�' MEt 1 kAJ It) L T'T my> EQ121 P.Nt,.N7' 4A11) !f. rr.K A) COr9(G air pjl(1 i .tom r As .4Duht) 1910 SWEPT P7.3. Building Use (per Intl Building Code): Occupancy (per Intl Building Code): 1 Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: QtillypticatItotAllortoMppliediont OoUUt3- 2006- Permit Appli ed, aevbak 9,2006 bb Page 5 of 6 Signature: PERMIT APPLICATION NOTES — Applicable to all permits In this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNEkt OR AU'GHORIZF,D AGENT: Print Name: �v41> (✓�'t�t2- Mailing Address: 042— IA A-ve Q:Wpplications\Porms- Applications On Line \3-2006 - Permit Application.doc Revised: 9 -2006 bh Date: / ` Day Telephone: — 7 / L i — 2 -S g — ISO IS City 2-7/5 o Zip State Date Application Accepted: Date Application Expires: 1-1 - 0S Staff Initials: Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -02634 Initials: User ID: Payee: JEM 1165 RON HOOVER Payment Cash City of Tukwila TRANSACTION LIST: Type Method Descriptio 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 6364200010 1159 SOUTHCENTER MALL TUKW BJ'S RESTAURANT AND BREWERY ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 07/17/2008 01:46 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -043 ISSUED 01/29/2008 03/26/2008 4964 07/17 9710 TOTAL 60.00 doc: Receiot -06 Printed: 07 -17 -2008 Payee: RON HOOVER ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE • 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1961 6,164.50 000/322.100 000/386.904 RECEIPT Parcel No.: 6364200010 Permit Number: D08 -043 Address: 1159 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/29/2008 Applicant: BJ'S RESTAURANT AND BREWERY Issue Date: Receipt No.: R08 -00903 Payment Amount: $6,164.50 Initials: WER Payment Date: 03/26/2008 08:53 AM User ID: 1655 Balance: $0.00 Account Code Current Pmts 6,160.00 4.50 Total: $6,164.50 • '``. ' )3/26 .'1t? - 0TH:. doc: Receiot -06 Printed: 03 -26 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT I Parcel No.: 6364200010 Permit Number: D08 -043 Address: 1159 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/29/2008 Applicant: BJ'S RESTAURANT AND BREWERY Issue Date: Receipt No.: R08 - 00242 Payment Amount: $3,477.50 Initials: WER Payment Date: 01/29/2008 11:12 AM User ID: 1655 Balance: $5,354.50 Payee: BJ'S RESTAURANTS TRANSACTION LIST: Type Method Description Amount Payment Check 201006 3,477.50 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 3,477.50 Total: $3,477.50 7770 01/29 9710 TOTAL 3477.50 doc: Receiot -06 Printed: 01 -29 -2008 Pro ect: 1 ' s Re d Type of Inspection: Address: / f t 1151 M Date Called: Special Instructions: Date Wanted: - a.m. Requester: 120 Phone No: 2CP I kg- 0 NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION fa- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: CfJ III `' o rf 5 C, . j 4(4 e (7 rv^. r�.� :fG r ; . 0 Ord to 0cr-vj:y El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Date: 2'2a Receipt No.: 'Date: COMMENTS: OA. 13,61-C ufxlcs r`✓1n' p. 44 .fo !,c $ 61, 6 l i l oi- {)<.'4 -- s G4- wlyf fid' of Ilir,:9 WI% t•P 13610‘. Serf;3 Address: 77C.0 rot 7 Alys To < f riw- o ? -2 3 - -42,1( Special Instructions: Date Wanted: 7//f/4 , a.m in: Requester: Project: t RT 5 Type of Inspection: /- , 4a., ( ‘.. Address: C 7a I Date Called: Special Instructions: Date Wanted: 7//f/4 , a.m in: Requester: Phone No a5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: Date: El $60.00 RE • : CTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 S thcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: COMMENTS: As,' AID, �( Type of Inspection: 0/c 1 5f4k/)f Address: 'WI I14 ••-∎ 7 2 l''4 v�, M I Po h o Pp . & l/ (e(I ,P(J e or pce- Gyrif447 I '• T'iWGed Special Instructions: Date Wanted: 7-13.-4 a.m. p.m. Requester: R- Project: , Type of Inspection: Address: 'WI I14 Date Called: Special Instructions: Date Wanted: 7-13.-4 a.m. p.m. Requester: R- Phone No: 07 96/ 3 7 0 $' act 124213 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . 1) El Approved per applicable codes. Corrections required prior to approval. a Inspector: 'Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: 131 Type of Inspection: I Address: It 51 (14/1 Date Called: Special Instructions: Date Wanted: 7 -9: p.m. Requester: i,,... Phone No: a INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t2= 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ID Approved per applicable codes. Corrections required prior to approval. COMMENTS: r2A CAI( i3Azic (2/ pK 7, 1fF .tom °se�A t rte. 'Date: 7— // — `/ El $60.00 RETNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: 0* -0413 1 Receipt No.: 'Date: Project;. Type of) n pection: N.. Address: //5 n / Date Called: Special Instructions: Date nted:nr 26 - pC p.m. Requester: Phone No 6° / 7 37a S INSPECTION RECORD Retain a copy with permit !/ G � /5 INSPECTION NO. PERMIT NO. 7 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -370 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: i r r7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of Inspection:? Address: II - 1 Mil Date Called: Special Instructions: Date Wanted: 4� r a.m. < m. Requester: Phone No: 22 120" oil 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1Z 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approva COMMENTS: 0 $60.00 RfNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: 024.1 � Y P � � TXpe of lns ecYon: Q Address: J/ S ��74 i / Date Called: Special Instructions: p Date Wante (i ...- ] _ i p.m. Requester: Phone No: fre- ut�� �''�NSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: ll f7, -5dj - 2./ In ector: U $ Date y � C 1 " / REINSPECTION FE REQUIRE . Prior to inspection, fee must be ai at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. No.. ( Date: 2 Project: Type of Inspection: Address: //5 /7vg // Date Called: Special Instructions: Date nted: / 6- 6 m. P.m. Requester: Phone No /7 2 ?&.S 2( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I t. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: of Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje -�� � Type ofpe ti Address: G / // -5 717/6 Date Called: Special Instructions: Date Wanted: 6- — /8 G . p.m. Requester: Phone No: r INSPECTION NO. INSPECTION RECORD Retain a copy with permit & oy 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ft 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /)/ 64. /Ae a.7' ,4.J -1- sf �4 U-te ep ir y Date: h% 1 r El $60. ' 't EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 1Date: Proje t: T Type of Inspection: /- Address D Date Called: Special Instructions: D Date W nted: �� © © p p.m. Requester: Phone 6 / / 9 9 - . 7 76S INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 12943./5 4/ L � o £ (^9rt r1g/t at 6 r l4 e"1 i r 1 h 442: Nvf ( ,1ic&. Inspector_ Date: —a El $60.00 REIINSPECTION FEE REQUIRED. Prior4o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 1Date: COMMENTS: Co..i fA #df s MIA LI ea on s. ile it of 16/ / j Ta C "n ' ff el: i.P'n Address: t S1 Mil t e l -+ - --j. a /1 -c, e' 5 "Ad Nvi Mewle.4' roe- Ii, 114. mn ntid 1 +sf,.1 or ct`,w J Special Instructions: Date Wanted: a.m. Requester: Phone No: Project: , 13 JS Type of Inspection: C9/i4 !DPI Address: t S1 Mil Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: tg �+ °i3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER IIT NO. CITY OF TUKWILA BUILDING DIVISION II(/� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. ® Corrections required prior to approval. Inspector: Date: El $60. i e REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Pro�ec , S �5 � Type of Inspection: -S 41/ 0 //d /II/4 Address: //5 5 / 1, s ,/7 Date Called: Special I structions: Date W nted: 7 Q ���, �aJ. p.m. Requester: Phone No: Q _ 41/7/ 17 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit COMMENTS: 1 o f f ge k 001 e 0,;44 40' e. Approved per applicable codes. ❑ Corrections required prior to approval. Date: If /7457.0„, El $60. Ir EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid =t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: ,-2 •- t s T ype of Inspection: ...5-1.5/9• eel /. Address: f J 1151 niai Date Called: Special Instructions: Date wantedE /� /� r.tp, f / 1 // C p 4 m. e Requester: Phone No /7 93'( 9/3/ U CO INSPECTION NO. INSPECTION RECORD - Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 D Approved per applicable codes. Inspector: R Corrections required prior to approval. COMMENTS: 1 441 sic hcay i t Post )-1 dG A //4 C e T 4 +l e( a. [?.� f14- likt.04- +, off' r,VOI\ � 3.. 3/11 c } ie `�'" ce Frain en4 o et" Li/ / Qcf c 4d het" c scia..Ihs i � '/. �q' 5� /ea 't 'ter at' p eril ovl p?C.r- 4t'35 � Oi&' in le 'Date: 6"i; is „, $60 FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.; 'Date: t COMMENTS: e'4 Ii4 r" L .'415 ,'. S. 4. 1 k,i6 /. yip clA 4.. or)) / Ai; o li Fir (2,- /i /i f',,. 0 F Fr, ,-, : r,, Special Instructions: f 9't ✓ 5 r J n ® / +/G E . A /terra r L- l e 1,6.-"0/./e. Requester: Phone No: G 17 nog 3 7o5 Project:, Type of Inspection: Address: 'r Date Called: Special Instructions: Date Wanted: S - 30- °7 p.m. Requester: Phone No: G 17 nog 3 7o5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 1E- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. D Corrections required prior to approval. Inspector: IDate: 5-a0-22r 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: .. _ . - ra • ._ .�bs, ....:...... a .w-_ -....� Proje . PgAY ft� Type of ns ection: 1-- ii lA t kJ( Addre Y q " 11 t t Date Called: Sjeccial Date Wanted: 5 Z r 0 , r Requester: ^ 27 PhoeNo5 -ee,5 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit i» P NO. CITY OF TUKWILA BUILDING DIVISION r. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspector Date: Corrections required prior to approval. / - COMMENTS: + 9A , 0/c R8 „E~ .l (3i,N 1.04 ❑ $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: A J.1) 17t)i ...f Type of Inspection: w d( I I r.,564---. Address: q ! t j� I/C1 r Date Called: Special Instructions: Date Wanted: 5 -2 2- 0$ p.m. Requester: Phone rloo C /7)i5G1 37'> �3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: A o e `p 1: ri#„ „c.d., ,gas% on Inspector: Date: �'- 2.o-e $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: �,Acumf e C P ,,-, v, b " cif) eereA C+ resit., ;16 A r (eel CYAN. reo.s e clurc. -1 (col } CYAN. e4c-a -t , Sp c . t4- -1, .t A59 c- :\n to re l Date Wanted / I / o //t lac ,Je.1� Requester: Phone No: A Project: II Type of Inspection: Address / SI Date Called: Special Instructions: Date Wanted / I / o //t a.m. p.m. Requester: Phone No: /2-- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: 174 /® r El $58.00 NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Proje k Type of Inspection: Address: 1 1 -5G ( 4 II Date Called: Special Instructions: Date Wanted: Requester: Phone No: C?r7 - 370 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 bob - OR PERMIT NO. 1 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p fa 14 74 G v i3 �a nsp to .00 REINSPECTION F: E REQUIRE ' . Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. eceipt No.: Dat /3 - o Date: v COMMENTS:4a 9 , 0 ktat l 'V VS4 lo- ,ca f3 4y,f) raved f /h!Mt‘ f a17 e/eze: Addre�s� ,em Date Called: 2 / /,t° s 4 /�/Y'. Shiite() - f45 7CAPIA9 -11) Pt i Special Instructions: ......9 7,5A `7A, 41rAi4 ,c 61,4 0 inv — 47v44Aee./ Requester: Phone No 6/ eGS ..3 ?OS \ Project: Type of_1nspection; J Addre�s� ,em Date Called: Special Instructions: Date Wanted: -5 . e- Qe a.m p.m. Requester: Phone No 6/ eGS ..3 ?OS INS PCTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Date_ CE .00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: AP31 A ; ,' ✓ A, 4 l / lvi) (fie ,(4- ,wil /Md13 /1- . rr t ),/ /t / Address: // `4 � I AM/ .2.� /l I /4 —,-;, i A.A L.01 // 7 ' J// A /,n / /f ' Special Instructions: Date Wanted: QPi Crd p.m. Requester: Phone No: N Project ,, Type of Inspection: Address: // `4 � I AM/ Date Called: Special Instructions: Date Wanted: QPi Crd p.m. Requester: Phone No: /0 oe Ut3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. corrections required prior to approval. /( Inspecto .00 REINSPECTION FE REQUIRED/Prior to inspection, fee must be Id at 6300 Southcenter lvd.. Suite 100. Call the schedule reinspection. e ipt No.: 11.441z.7 INSPECTION RECORD Retain a copy with permit Date: Date: 6 °G Project: � � i2 : geeetkpa Type of Inspection: 41.03 401 Ili Address: 11.5-61 / Date Called: 7 Special Instructions: r_ f (,, 7 (9 7 �`-'? j ` ` O Date Wanted: S /i / ff a.m. pm. Requester: Phone No: • ci INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. OV? Corrections required prior to approval. S"c9 COMMENTS: //A Ci U / IUD; / , n ort r d4J Inspector: Date: / / /UEr••• El $58. 1`INSPECTION FEE REQUIRED. Prior to inspection, fee must be paw 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt o.: 'Date: COMMENTS: 4 410 IsJdRTH 4 v.}is; 4 e A5 - i - " t?- er -I cv 0 4i 1-1\,srL -44/ 1 �izpveg► £3 S 45-0 Js A pp 0We - Date Called: i-- wQ iyo►.:I - 4 PM s he oermpiet a. k )n A file I(-- l ?) Phone No: Lo n - ec- - - 3 765 r --..., \ Project: Type of Inspection: - W4 ),_,1.rv5- IAis £3 S 45-0 Js Address: il5q mall Date Called: Special Instructions: Date Wanted: a. Requester: Phone No: Lo n - ec- - - 3 765 INSPECTION RECORD Retain a copy with permit INSPELTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspe or: Redeivt No.: Date: Dat : z 06 $58.0 REINSPECTION F . Prior to inspection. fee must be pai at 6300 Southcenter lvd.. Suit g100. Call the schedule reinspection. \fi e. 0 Corrections required prior to approval. i�!"t..ih.2s.i •a....'s lv...A it :d yae�= .� - L'� - .,.!_ r• 'e c.cta+.a. r..,&_-- - ta�.a. :.v... • ;et - = ,..e�. -- - - - ProjeJ !1 \ . e 1r l Type of Inspection: FR-MLA P N 6 Address: Date Called: Special Instructions: Date Wante : W 73 /Oe, Requester: Phone No: 1 INS CTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ) 6 L 1 3 3 PERMIT NO. (206)431 -3670 COMMENTS: �..�- P,,„,, 6a., W l! s lnspe , r Dat 2 Z a 00 REINSPECTION F E REQUIRE ►. Prior o inspection. fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: e 0 Approved per applicable codes. Corrections required prior to approval. • - _ • • . -e .... . . �.o�.. Project:, (T S ge.5i4r,,,,i f Type of Inspection: F...• .:. Address: I I 5 c, ,./i, ,.,,,E,- r / ,it Date Called: Special Instructions: Date Wanted: (1.2 a.m. Requester: Phone No: 60 66/ 179s INSPECTION NO. INSPECTION RECORD Retain a copy with permit p2b 0 43 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. / COMMENTS: r`l e, rk ed t h G•.cc pl4 H s 1 0 5 A to Inspector: Date: pe 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: ,:y _ __ ___ •dA9ewa '4i. -.... .�.s.�s.:.ee:�ti. �..... en -.�• . .Y.._..r . ...S, ..e - -- — Iec s W TZJ COMMENTS: Type of Inspection: 1r ,.,•00904 - r∎ M1 l L 7: arS I v► r • ,v a k it/pi G /rode :'." Address: 1 11 ! 5i5.1/4-ii. ria 1 r I v o n g m r`; A, .- ri o., gi..•-S g -: 6 141 31 /0 L, 4.1-A, R Tel 1) 6..6.0 ,5 7.,f f trv/ ,r4 137 gm g�pr9ar.1 SAa` I. r S•.yrS'' Project: , 1 J S Type of Inspection: 1r ,.,•00904 - r∎ Address: 1 11 ! 5i5.1/4-ii. ria 1 r I v o n Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 5 INSPECTION RECORD Retain ' a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Pt r 3 PERMIT NO. (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Proj ``"1111 Re 5 -t e- A 1 4- Type of�l r� spection: Address: It i milt Date Called D _(ip�Jl'J4' Special Instructions: Date Wanted: r / L(_C.5 C . m� Requeste : Phone No: c _ 3 7 bar -)dti 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /C A A-2A-ry SPr "i1 /. ALS ptlek / 0 REINSPECTION FE REQUI�'ED. Prior o inspection. fee must be at 6300 Southcenter Blvd.. S ite 100. Call the schedule reinspection. Recei • t No.: Date: ti Project;,, fi li/ {40 Typegf Jr}4pection: Add ess: c s ate ailed: Special Instructions: . 4 Date Wanted: 2 a.: m . V- .J ` 4 p.m. Requester: Phalle No: &. / -7 - �G9 -3 7v'S 3 INSPECTION RECORD Retain a copy with permit PERMIT NO. /3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -370 ❑ Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: /e,/ QZ41) 4n/ Odtc& Lector Date:, 3- 4 f' El 8 0 REINSPECTION EE REQUIRED. Prior o inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: Project C-1--d p[ / / ( 'amt d /elf Address: Date Called: Special Instructions: Date W l, n f� d f/ d: /0 a:m: Requester: Phone No: INSPECTION RECORD Retain a copy with permit Leis - or PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. U Corrections required prior to approval. COMMENTS: . - 7, ; / � ,v s i ii,,O/r . / ' Date: L- /OA' El 00 REINSPECTION FE REQUIRE S. Prior to inspection, fee must be aid at 6300 Southcenter lvd.. Sui 100. Call the schedule reinspection. Receipt No.: (Date: . 43344Va: ;a_,. COMMENTS: 6 ,,) (..:* /240,0 49 ,.5 4(.4 /3ax.6 C(4 f r4 4 / - 2-0- O� Special Instructions: cii it< (' WA/ A'O7 /' -1 p i#14#0 214/7C l 0246)1 PfM /.5 /SS�>� 6 Lt' Fit. Agv,olf'fee /'71 .(.>y 4 .9 P.F 44 r/ ,?flf AV f ,Jr,[ f e 1.W{.'A4(1 (f/(t Phone No: Project: 1 , 1 nji Type of Inspection: 0Ati. :274//ps-6,(//ify. to Ca e Address: Special Instructions: Date W ted .. . 7 � l a.m p.m. Requester. Phone No: �y INSPECTION RECORD a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. nspec Dat J- 8.00 R N / / SPECTION FE EQUIREp. o inspection. fee must be aid at 600 Southcenter Blbd., Suite 100. Call the schedule reinspection. :or: Receipt No.: Date: f= . f.n . .+iY w _ .i:AS y r ! .iw. :.: ._... • - �:•s:' '• t/r:y4 i.: YS•l: ial. Project: 13 J S R., .�,,�a.. Type of Inspection: 4 -• h cam, r s /4 .T. Address: / i Sq 5i /s 1-,..dr, }H4 ll Date Called: Special Instructions: Date Wanted: 3 if 4 a.m. p.m. Requester: Phone No: ,mil? Y6 '1 3705' INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �/ Z �0 M � Inspector: Date: r 3/z* -, /0 ce-' $58. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Pro ect: Type of Inspection: Address: //5''1 rrl A / l Date Called: --,. Special Instructions: Date Wanted 3 --../-0e...- Em:. P.m. Requester: Phone No /7- ®6 5 - 37 45 INSPECTION RECORD Retain a copy with permit � Q8 -64 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,,.4,4f92,9xl _ q141 /. s,„,, nspect. p Date: 58. ' REINSPECTION FEE R UIRq i . Prior o inspection. fee must be +. at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: Q 51 J (24,5\.. 61r4.) h nw. Type of Inspection: Address: ) / 5 Suite #: S _ C . "Li' t L. Contact Person: Special Instructions: Phone No,: 6 r - 2 - 8( q- 375,`" .. 2 ) } t` P, p1 Need s Shift Inspection: ) Sprinklers: y` Fire Alarm: " _ Hood & Duct: f' Monitor: G,o. 2 ) } t` P, p1 Pre -Fire: Permits: PA Occupancy Type: A - 444 Andover Park East Tukwila Wa. 98188 COMMENTS: f Re- rd.. 0 t/‹. Inspector:. -r y I Date: ?fib/4 Hrs.. . / f INSPECTION NUMBER proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 206- 575 -4407 Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: V/.13 R� T - wr- FevNovst Type of Inspection: -rn Ly Address: /Ji? S el Suite #: in�14__ Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprin ers: _ Fire Alarm: Hood Duct: Monitor: Pre -Fire: Permits: 4 - - Occupancy Type: ': W'.: `•+L::. ".F.cv -�: +,' fst7%.:. BSI -.{y u' vii4m +i?„iiliin_R�;4.Y,:..S�ktilutii .7ekMnl3lNx'rlM�?'.;ln ?1! INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. .....,421 n Corrections required prior to approval. 0 COMMENTS: ,G ,QE- [ i - O /,M 1V15ri Bete ' f i A 5 n Ours r,OE ON P4770 1- Inspector: Mid& is 12- Date: 7/ i t / o8 $80 0 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 Hrs.: / hivoesj T.F.D. Form F.P. 113 Project: B.T's R,81 ./4 , Type of Inspection: Spa,A,zcEn- Address: //5f 4" e /Z44 c c. Suite #: • Contact Perso : .ve - C4eu//41 Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood &Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ttt+Lr =� 751 164l4 E : INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 • 206- 575 -4407 roved per applicable codes. INSPECTION RECORD Retain a copy with permit - Dog- oy3 oe-s- iyf PERMIT NUMBERS Corrections required prior to approval. COMMENTS: -'f -. OIL -- gee- rt ✓c: S7 5i 6 arm 5 et- -N M-41... 5 r4. h , Inspector: Date: 1/ / Hrs.: [1 $80:00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Forrn.Doc 1/13/06 T.F.D. Form F.P. 113 Project: ' Type of Inspection: _ . Address: Suite #: II; $ c frt 4 /1 Contact Person: Do `S Alb ke 11 / Special Instructions: Phone No.: CPO -51.a 0)- Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & D uct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER , ' INSPE QN RECORD . Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT n -o - I3 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 pi Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 S4Z 6:-.14 v5G►,1 1") i di q' ho 4- ,P - 4 -- p ,.in - T � Inspector: :. _V I Date: -I (.) Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City, of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: _.,� F, ose% L.. L• A D JIA Air a. :We hi Alt. a. c .61 A t 0- UwcoU.2 3Pr;") K'.c A,Ad 5 ( 1kkr0kgk04 ) �p -Q R - *ra. 3 . n I.0,A et, fidc40$c gobw 0;4-L , Ali , ;Js . . . 4 1 - (Al eP"o v.01.. ∎g o- C q .e c 4 ,9_ r. l , P 00-1 d MA 1 e,..tF,c,a, Od C - C.- C + i rz � ' . rx., +. �e h.eR) � A� (y .. X51 - f ,�.,...,. . A. Or/ r ij L3, , mk,..0 (Rise C - F ? * I P1^�c4 1_ L 7 ' D 3 4" Need 5 Tr, ( mAJ �, L/ r c L e, �, /� . Al r + m [J_ f I ; C� R.4 ;6'1 �t hl A - 61.1,,,. P �e.A t) ( 7 ) 1 d . �(.a! I / A.42,rt- I c s i bw � ir5 ion -M -C; j -t . _FA irce.xl !1 L} �-�. ! nn 1 ) ADD iiolkl'ir6 -t- 6u took Pr "D D ) 4 "e', 'ra k"*"14-1 ° Alm 141+NS 7r h Project: oi -- 15 Type of Inspecti : se -ciao, 1_ FA Address: ) f J c ei Suite #: .0 . N1 a c L Co ct Person: Ka1 H o o v-e (.- Special Instructions: Phone No.: ,(7 • g 6! - ...77 05' INSPECTION NUMBER ri Approved per applicable codes. Ap f, t t 41 t' Needs Shift Inspection: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Po 8 - 913 C, 4 - ) I o - F - S - /V PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. Fire Alarm: Monitor: Permits: Sprinklers: Hood & Duct: Pre -Fire: Occupancy Type: A+ TAKa, ALA- Inspector: Yr ` 01 Date: 7 //eel � / Hrs.. �--� I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 R #1. r T.F.D. Form F.P. 113 ./ 1 Project: 6 - 5 1 5 Sprinklers: Fire Alarm: Type of Inspectipn: ,. OA v /C. oLic /Z Address: / /5' Suite #: S . C. /444 L. L, Contact Person: , Special Instructions: Phone Na! Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: ' Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER l0. Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 . 1i..# JYJ��_ Y6' 4iS�C :kYi!C *4'13R.WJG!- U4Y.^<NSl✓.i .. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT ag - S_ »/y PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 n Corrections required prior to approval. COMMENTS: S -A - -- o Sob 9 v 00 7`b Couch,. O 6 giA-cLod b A y S y 5 e r• i kAk t.thr ks 64: lt bietWa'w N-QQ44 cet) :oto &N )'sk _ ceece Inspector: ) V Hrs.: Date: 4 1(14-0 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 ti COMMENTS: /Mg—to -` - r @ 2 /d CF /Vi'b - r " i) o ii j? �._.�. 16 0 Contact Person: LhJ1h - t1/: 74.4-Aitii. c /N& - &• — W- gd- -Fyt ?V4-. • r 6w►tc. H*vE Act 6.- Special Instructions: Phone No.: Occupancy Type: Arw LIP/it 6 'Irr isdt krx Wui K- Dal 1, 441.4.- • OK -re. eo 2- ALL occ (c1PT I. ∎ -tom 4 DO-N 'ar"IS-T . f Project: 3i Type of Inspection: p r e i Ailli...e -- Address: //g j se A Suite #: . Contact Person: LhJ1h - t1/: ,.74-7%.,. Special Instructions: Phone No.: Occupancy Type: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: • Occupancy Type: •ke . - ?3'. , a�..• S.. RieD. i� ., �...;;;;'�::�_xw.::..t�;..S: ..v . �. x. T.a��k':n�yufa+!?x?:^Stir..;.n -n x�.e..•F 8 1 ri 2 INSPECTION NUMBER ,,Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word/Inspection Record Form.Doc 1/13/06 VC - 0y ©S- 5– ' N PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 n Corrections required prior to approval. Inspector: �.4 i- Date: .5 /o rs: .. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 9 Project: 631 Sprinklers: Fire Alarm: Type of Inspection: j p Address: 11 Suite # :- S. t . 1/ Contact person: a (44h Special Instructions: Phone No.: Needs Shift Inspection: . Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ( INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ? Word /Inspection Record Form:Doc 1/13/06 c'_s- l ! Do I oq PERMIT NUMBERS Corrections required prior to approval. COMMENTS: SAA c j PIA-v5 ; .v1 OP-17 sy54ew, dNi Inspector: Date: N4 Hrs.: fir n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 1196EL 181I 611131P111 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING City of Tukwila Attn: Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 & ASSOCIATES, INC. S CON.TRUCTION TESTING & INSPECTION SO N 2 6 1%* �uN1� osNi RE: Final Letter Regarding: BJ's Restaurant & Brew House Tukwila, WA To Whom It May Concern, 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: e Structural Steel e Reinforcing Steel /Concrete To the best of our knowledge, all work which has been tested and /or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC rad.)_4 E Kathryn E. Gordon Project Manager Puyallup Division CC: Shawmut Woodworking, Inc. With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 KA No. 066 -08060 Permit No.D08 -043 • illarga,.. IMAM 111111. MK ■11.111 Krazari &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RECEIVED June 30, 2008 KA No. 066 -08060 Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 RE: Special Inspection BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on June 18, 2008. Copies of our inspector's field reports are attached Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila lUL 0 9 2008 pMMlJ Offices Serving The Western United States Permit No. D08 - 043 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08060 DFR Template • le aZ� & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. 6/� /CiS PROJE© 'POGO PROJECT: . A7�� T.4Lf1Z�4.�Jf"_ LOCATION (9 3 sec/ r cv iIseitP.4 KRAZAN PROJECT MANAGER: MSG' Art 1s774 , "H.ri°der -eA? //s /lee . o WELDING REPORT NO.: 4710 CONTRACTOR: ` -SA 141 rr v1ze�q' � /' PERMIT NO' � INSPECTOR: JURISDICTION: ,7`l.? ct / ) 4 !t/ A WEATHER: Serving the Western United States FIELD 0 SHOP WELDING ❑ M.T. ❑ P.T. V.T. items i /► / � �L h Ari 2)QLT7 Zr - /Nr/°ft'T z• 1 j GE7R' z '74 id /1/A 7' _Mao,' /S 'C�/ir�`lO�f! �I£Pf://,e"S !t/f.2f ,44 '�T/P Ai1/4 ,, 4r,oze7"Ic 4 ' 7:11=. .edt/ €4 f t/ ,¢e9v.2.4 4w ces .e2.rei sge°7ia 5®6, .� 3 / TEMP: T© Position: FLAT V 1ITCAL HORIZONTAL OVE HAD ❑ Filler Metal: 0-Process: SMAW FCAW GMAW SAW ❑ Other: ,e- Type: FILLET C.P. P.P. PLUG %E'er Other:s' ,,LE<Weld Size ,JLi. . 1/4° 5/16" 3/8" ❑ Other. ❑ Codes: AWS AISC TITLE 21 TITLE 24 UBC ASME To the best of my knowledge, the abo s / WAS NOT performed in accordance with the approved plans, specifications, a regulatory requireny. Superintendent/Representative: Techni This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision I Effective Date: 11/15/07 The information provided in this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. . ..: aU === & ASSOCIATES, INC. JUN 3 0 2008' COMMUNITY mr.ErtiffirA Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 RE: Special Inspection BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION In accordance with your request and authorization, our firm. performed special inspections for the above - referenced project. The inspections were performed by our inspectors on June 17, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States KA No. 066 -08060 Permit No. D08 -043 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08060 DFR Template .e.-..--'• ymi ® aazan. &AS SO CIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6 -17-08 PROJECT #: 066-08060 LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy 1) Met with the contractor to verify inspection and review plans. To the best of my knowledge, Superintend Representati -: PERMIT NO: Structural Steel Offices Serving the Western United States FIELD REPORT NO.: 8060DFR061708 -gn CONTRACTOR: Shawmut PROJECT: BJ's Restaurant & Brew House INSPECTOR: George Naill / Mike Allen Temp: 65 F Arrived on site as requested by the contractor to perform Structural Steel inspection in conformance to project plans and specs. 2) Performed visual inspection of grease duct welding for DF -1, DF -2 at level 2 to roof penetration performed visual inspection per section 506.3.3.1 IBC mechanical code 2006. Revealed welding to have multiple pinholes in the welds and requires repair and re- inspection Equipment/Asset Number(s): above WAS 0 / WAS NOT ® performed in accordance with the approved p ans, specifications, and regulatory requirem Technician George Naill Form 1501 r.2 Effective Date: 12 -20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. i IMMIC �. ==� & ASSOCIATES, INC. June 9, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 RE: Special Inspection BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 27 through June 2, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila CONSTRUCTION TESTING & INSPECTION 1 :17. 7 r . rIVED KA No. 066-08060 Permit No. D08 -043 JUN 120 DEVELOPMENT Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08060 DFR Template alm !IKr azari 8,ASSOCIATES,INC. DATE: 5-27 -08 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066-08060 PROJECT: BJ's Restaurant & Brew House LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. 1) Met with the contractor to verify inspection and review plans. 3) Welder certification was previously verified. Superintendent/Representative: Structural Steel FIELD REPORT NO.: 8060DFR052708 -gn CONTRACTOR: Shawmut PERMIT NO: Site Office locked INSPECTOR George Naill JURISDICTION: City of Tukwila WEATHER: Cloudy Temp: 58 F Arrived on site as requested by the contractor to perform Structural Steel inspection in conformance to project plans and specs. 2) Performed visual inspection of entrance canopy welded connections which revealed welding to be complete per plans and specs and AWS D1.1 -06 Technician George Naill Offices Serving the Western United States Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT ❑ performed in accordance with the approved p ans, specifications, and regulatory requireme Form 1501 r.2 Effective Date: 12 -20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. jr , azan &ASSOCIATES,INC. DATE: 6-2 -08 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066-08060 PROJECT:. BJ's Restaurant & Brew House LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. Structural Steel Arrived on site as requested by the contractor to perform Structural Steel inspection in conformance to project plans and specs. 1) Met with the contractor to verify inspection and review plans. Superintendent/Representative: FIELD REPORT NO.: 8060DFR060208 -gn CONTRACTOR: Shawmut PERMIT NO: B08 -043 INSPECTOR: George Naill / Steve Taylor J.r JURISDICTION: City of Tukwila WEATHER: Cloudy 2) Performed visual inspection of 2 sections of grease duct 1 section each for DF -1, DF -2 at roof penetration visual inspection per section 506.3.3.1 IBC mechanical code 2006 version. Revealed welding to be acceptable. To the best of my knowledge, the above WAS ® /WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirem0. Technician George Naill Offices Serving the Western United States Temp: 55 F Equipment/Asset Number(s): Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. KiazarT1 & ASSOCIATES, INC. CONS I ZESTING & INSPECTION June 2, 2008 I � KA No. 066 -08060 " 1 c l l • 2008 Permit No. D08 -043 EDEVELO NITY T GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 RE: Special Inspection BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 23, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08060 DFR Tenplale I(I & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: - 3 /- "/ D g PROJECT #: 064 - 48060 PROJECT: 8,75 RFSTAU.Q..9Air LOCATION: 13 R . SQ(� CE NTER? KRAZAN PROJECT MANAGER: / /E6 Rr FIELD ❑ SHOP WELDING ❑ M.T. ❑ P.T. Jz5,V.T. item(s) inspected: E /NC DF 1?UCT)'y!)Rie AWL) CmA NA' L STEEL A PA/Yll/Yh 8OH � C - s Duel OPENING -INK /T Z Position: 114 Process: S Weld Type: • Weld Size Cg Codes: FLAT SMAW FCAW C.P. 1/4" AISC 14/DRA 4PPP"A!?x'D SAT /SFACTVAY AS PER AWS Dl. I , ()1.27, , *,9 ENG - /NF / Q5 R visl6N al=sJa %8' Superintendent/Representative: E-IORIZONTAL MAW P.P. 5/16" TITLE 21 WELDING REPORT NO.: 4755 CONTRACTOR: S/IA rr PERMIT NO' O 7 / 3 7 INSPECTOR: /1 So 24N T /NO JURISDICTION: 771kZ 'l /49 , dr/A WEATHER: eLO!/,/SS OVERHEAD ❑ Filler Metal: SAW ❑ Other: PLUG IS Other: fr244/6.es 3/8" ❑ Other: TITLE 24 UBC ASME To the best of my knowledge, the above AS WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: Serving the Western United States TEMP: This field report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. Revision I Effective Date: I I /15/07 The information provided in this report is prepared for the exclusive use of the client. This report may not he reproduced in any format without the written permission of the client and Krazan & Associates. atmiL 'U QUM AM May 27, 2008 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 RE: Special Inspection BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, .. • . ' AG63 COMMUNITY DEVELOPMENT KA No. 066 -08060 Permit No. D08 -043 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 12 through May 16, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States P5CE!VED 922 Valley Avenue NW Suite 101 o Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 IVtk� DFR romplaw r_r _ a LJan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5 -12 -08 CONTRACTOR: Shawmut PROJECT #: 066 -08060 PERMIT NO: Site Office locked PROJECT: BJ's Restaurant & Brew House INSPECTOR: George Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. Structural Steel FIELD REPORT NO.: 80600FRO51 tux -gn WEATHER: Indoor TEMP: 68 F Arrived on site to meet with the General Contractor to perform an in process inspection of structural steel welding and bolting. 1) Met with the contractor to check on progress of welded connections and discuss time line for completion and inspection. 2) Contractor to schedule inspection(s) with dispatch after work is completed and before cover. Superintendent/Representative. Technician Offices Serving the Western United States Equipment/Asset Number(s): To the best of my knowledge, the above WA_S-J'/ WAS NOT Q performed in accordance with the approved plans. specifications. and regulatory requirements. Form 1 501 r 2 Effective Date: 12 -20 -07 the information provided on this report is prepared for the exclusive use of the client. Phis report may not be reproduced in any format without the written permission ot'the client and Krazan & Associates. @MO- ••■= MOM a211■111 azat & Associates, Inc. ••• ZA_ t'NEEk • . AND DATE. 57/4/419 PROJECT #: 26 PROJECT ar Re.s-7-,4 z/ADA.Arr LOCATION: 33 0 t C N 7 a/ v1 KRAZAN PROJECT MANAGER: J<'8 4RA'l Vz Ar 7 F•OA I2r /Ak5/ ON I1o/ C N 1 .5 0/Y7 CANOP/. iNAL / iNs7>t., wAs t'as , Equipment/Asset Number(s) fc *re ces: — • 4r ocge , he ors Superintendert/Represer tative: CONTRACTOR' JURISDICTION: 771/<14/1,44 W4 - PERMIT #: INSPECTOR: 41 S RAN 77 A / 0 WEATHER: CLOG)2>5 TEMP:s.d Technician: Serving the Western United States FIELD REPORT NO: 1=h MI AVIV � Kr aZ4u1 & ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5 -15-08 CONTRACTOR: Shawmut PROJECT #: 066 -08060 PERMIT NO: Site Office locked PROJECT: BJ's Restaurant & Brew House INSPECTOR: George Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy Temp: 65 F Structural Steel FIELD REPORT NO.: :somma 8031508 -an Arrived on site as requested by the contractor to perform Structural Steel inspection in conformance to project plans and specs. 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of welding of the RTU 1, 2 & 3 support framing to the existing structure and found welding to be complete per engineer email dated 5 -9 -08 requiring that connection to the structure be welded all around and welding found to be acceptable per the requirements of the AWS D1.1 - 3) Performed ultrasonic examination of full pen moment connection welds in grid 1 -5 /B -E on welds that were complete and ready for inspection at this time. Reference report 8060NDE051508 -gn for locations tested and results. No relevant indications were noted. 4) Unable top verify welder WABO Certification at this time. Welder Card to be available next inspection. To the best of my knowledge. the above WAS (0 / WAS NOT El performed in accordance with the approved p ans. specifications. and regulatory requirements. Superintendent/Representative: Technician George Neill Offices Serving the Western United States Equipment/Asset Number(s): Form 1501 r.2 Effective Date 12-204) fhe nibrmation provided on this report is prepared for the exclusive use of the client. Phis report may not he reproduced in any format without the written permission of the client and Krazan Si Associates. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1 -1 /Other D1.1- 1/Table 6 Type 1 or DSC/DAC Material Alloy Material Thickness Ref. Dwg/detail C/S Weld Joint Process CJP Standard No. AWS XX 3/8" Weld F.C.A.W. Calibration Standard IIW DSC ns =near side fs =far side. Tf=top flange. Bf =bottom flange. Wb =web. N.S.E.W.= compass directions. t =top. Bottom. T &Bf =top and bottom flange. 1 -5B -E roof frame moment connections top flanges only PC. MK. /Grid line al al3M OUANTITY OF WELDS ACCEPT REJECT b ROCEDURELEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS D.1 1 DISCONTINUITY INFO REFERENCE REPORT NO 031, A. DEFECT LEVEL B REFERENCE LEVEL C ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) H1ON31 DEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END'Y' E/1 E face 1 X 70 1-2 80 E/2 E/W face 2 X 70 1 -2 80 E/3 EIW face 2 X 70 1-2 80 E/4 E/W face 2 X 70 1-2 80 E/5 W face 1 X 70 1-2 80 B/1 E face 1 X 70 1 -2 80 8/2 EIW face 2 X 70 1.2 80 B/3 E/W face 2 X 70 1.2 80 B/4 W face 1 X 70 1-2 80 B/5 W face 1 X 70 1 -2 80 X azan &ASSOCIATES,INC. DATE: 5 -15 -08 PROJECT #: 066 -0806 PROJECT: BJ's Restaurant & Brew House LOCATION: S. Center Mall KRAZAN PROJECT MANA K.E.G. GEOTECHNICAL ENGINEERING o ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING_ AND INSPECTION STRUCTURAL F FIELD /SHOE' WELDING Superintendent/Representative: A V.T. OTHER ULTRASONIC EXAMINATION REPORT NO.: 81)60\ 1DE05150$ -}fin CONTRACTOR: Shawmut PERMIT NO: B08-043 INSPECTOR: George Nail! JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy MATERIAL ID To the best of my knowledge, the abov A) / WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. Technician: George Nai1i Offices Serving the Western United States TEMP: 65 F Ultrasonic Test (UT) Equipment Make: USN58L SN .CONFORMANCE OF WORK Transducer: Size: .75 x .75 SN 01MM35 Couplant: Sonotrace Grade 30 013K1L QTY Conforming Welds: 15 QTY Nonconforming Welds: 0 QTY Examined Welds: 15 ASTM Test Method: A587 Frequency: 2.25 MHz i Rennn dev _ i'ircutvc':. 20,0' The Inlorm:mon pmvtded in hu'coot' v nrenared for he .'x,'i':,t' e Ilse of he turn[ This :epos .nay Set :w :conduced .n nm, .srmat .vnhota he .onnen aer:nsston I, 'hc ..Dent and Koran & 1.yacinre_s. az &ASSOCIATES,INC. DATE. 5 -16-08 GEOTECHNICAL ENGINEERING a ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066 -08060 PROJECT: BJ's Restaurant & Brew House LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. Structural Steel 1) Met with the contractor to verify inspection and review plans. Superintendent/Representative: FIELD REPORT NO.: 3uotmi i(ii S l ritts-Ltn CONTRACTOR. Shawmut PERMIT NO: Site Office locked INSPECTOR: George Naill JURISDICTION: City of Tukwila WEATHER: Sunny Temp: 70 F Arrived on site as requested by the contractor to perform Structural Steel inspection in conformance to project plans and specs. 2) Performed visual inspection of roof deck welded connections grid 1 -5 /B -E which revealed welding to be complete per plans and specs and AWS D1.3 most recent edition. 3) Performed ultrasonic examination of full pen moment connection welds in grid 1 -5 /B -E on welds that were complete and ready for inspection at this time. Reference report 8060NDE051608 -gn for locations tested and results. No relevant indications were noted. 4) Verified welder WABO certification for welder Noe Bernal #W06935 certified for F.C.A.W. all position expires July 1, 2008 Technician George Naill Offices Serving the Western United States Equipment/Asset Number(s): To the best of my knowledge. the above WAS ® / WAS NOT ❑ performed in accordance with the approved plans, specifications. and regulatory requirements. Form 1501 r2 F!recttv Date. 12 -20-0 fhc information provided on 'his report •s prepared for the exclusive use of the :Dent. fhts report may not he reproduced :n ant, format without the written permission of the client and Krazan & Associates ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1 -1 /Other D1.1- 1/Table 6 Type 1 or DSC /DAC Material Alloy Material Thickness Ref. Dwg /detail C/S Weld Joint Process CJP Standard No. AWS XX 3/8" Weld F.C.A.W. Calibration Standard IIW DSC ns =near side. fs=far side. Tf=top flange. Bf =bottom flange. Wb - N.S.E.W = compass directions. t =top Bottom T &Bf =top and bottom flange. 1 -5/B-E roof frame moment connections bottom flanges only PC. MK. /Grid line al 013M QUANTITY OF WELDS ACCEPT 103f3L1 PROCEDURE LEGEND (TRANSDUCER ANGLE DATA DESCRIBED IN AWS D 1 1 DISCONTINUITY INFO REFERENCE REPORT NO 031 A DEFECT LEVEL 13A31 30N3T133321 C ATTENUATION FACTOR D DEFECT RATING SOUND PATH (ANGULAN DISTANCE) LENGTH DEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END "V' E/1 E face 1 X 70 1.2 80 E/2 E/W face 2 X 70 1 80 E13 E/W face 2 X 70 1 - 2 80 E/4 E/W face 2 X 70 1.2 80 E/5 W face 1 X 70 1 80 B/1 E face 1 X 70 1.2 80 B/2 E/W face 2 X 70 1-2 80 B/3 E/W face 2 X 70 1 - 2 80 B/4 W face 1 X 70 1 80 B/5 W face 1 X 70 1 - 2 80 B/4 E face T &BF 2 X 70 1 - 2 80 X • azan &ASSOCIATES, INC. DATE: 5 -16-08 GEOTECHNICAL ENGINEERING u ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING_ AND INSPECTION PROJECT # 066 -0806 PROJECT: BJ's Restaurant & Brew House LOCATION: S. Center Mall KRAZAN PROJECT MAN/ K.E.G. STRUCTURAL F FIELD /SHOP WELDING Superintendent/Representative: V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT NO.: 8060N 1W051608 -gn CONTRACTOR: Shawmut PERMIT NO: B08-043 INSPECTOR: George Neill JURISDICTION: City of Tukwila WEATHER: Sunny TEMP: 70 F Ultrasonic Test (UT) Equipment Make: USN58L SN CONFORMANCE OF WORK 013K1L Transducer: Size: .75 x .75 SN 01MM35 Couplant: Sonotrace Grade 30 ASTM Test Method: A587 Frequency' 2.25 MHz QTY Conforming Welds: 17 QTY Nonconforming Welds: 0 QTY Examined Welds: 17 To the best of my knowledge. the abovAS /WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirements Technician: George NaiII Offices Serving the Western United States :15 t,T deport Itl Z CtTe t, a 2(1.0' The intarmanon ore• riled on 7 revue .: prepared or he etclnsne .,ne • rlhe tlient 'hi- - eport - nos no/ he reproduced in me format .vnhour he .rgtrn prrnl.aon d she client sod Kra.; n & Assucrmes = CEIES. AEI .51123/111 May 16, 2008 Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 Dear Mr. Virden, r n & ASSOCIATES, INC. GEOTECFINICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION 'RECEIVED MAY 2 2 2000? COMMUNITY DEVELOPMENT RE: Special Inspection BJ's Restaurant & Brew House Tukwila, WA KA No. 066 -08060 Permit No. D08 -043 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 5, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC ea,..t4z e66t2ea-xJ Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup. Washington 08371 • (253) 939 -2500 • Fax: (253) 939 -22556 'NOW UFR ranMaic Kazan & Associates, Inc. DATE .. PROJECT it 066 - 0e22110_61) PROJECT: _ 9J . RESTAVR4Afr LOCATION: 633 SiniZINCE/Y77 KRAZAN PROJECT MANAGER: _. - FIELD J SHOP WELDING 17, M.T. _7 P.T. V.T. item(s) inspected: COIV7bYLOQS . /NP _CYR d ON C-4Atc A _____Lee2i.g/ Position: Process: (gi Weld Type: Weld Size GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION VERITCAL SMAW 3/16" 1/4" To the best of my knowledge. the above Superintendent/Representative. HORIZONTAL GMAW P.P. WELDING REPORT NO.: 4 73 CONTRACTOR. 5N4k/,1i0 _ PERMIT NO: P125) — Li 3 INSPECTOR: /11 JURISDICTION: __ WA_ WEATHER: rA/R TEMP: 5.5 OVERHEAD 7 Filler Metal: E/7 5 SAW E Other: PLUG CI Other: 3/8" g Other: fr 7N,e247" TITLE 24 UBC ASME X Codes: TITLE 21 WORK oas APPEAR4.1) 77.5 AS PAR 411AS 1,/ 1 Mt?? PLAN, WORK WAS STILL Ar T/i e),c WAS NOT performed in accordance with the apprcved olans. specifications. and regulatory requirements. Technician: Serving the Western United States his held reccr nmewes r rscecIer 3 cbser,ancr arrl Tstr-g rased site ::::rditicr and zertrawer5 3mv. es — ^.s nc —a::er s st.cec1 ses m'c- tc '—a' ;LE 3y signing this - eccr,. ci,r .rscec Jces ^ci accact oai•nr 15.15 Sore rim—ate' ) 'ece.. 'as zee ; te RE: Special Inspection BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 1 3, 2008 Kit No. 066 -08060 Permit No. D08 -043 Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 1 through May 3, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC 07dOery Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley :■enue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 Nato p FR ; vnirlau: �a�Jt.Lil &AsSoclATES,tNC DATE: 5 -1 -08 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066 -08060 PROJECT: BJ's Restaurant & Brew House LOCATION: X Location: on site Position: Process: Weld Type: Weld Size Codes: NOTES S. Center Mall KRAZAN PROJECT MANAGER: K.E.G. STRUCTURAL STEEL (81 FIELD / SHOP WELDING Item(s) inspected: .Work not Complete ® Welder qualification/certification verified for: Superintendent/Representative: FLAT 0 SMAW 0 FILLET 0 3/16" AWS 0 VERTICAL 0 FCAW 0 C.P. 0 1/4" 0 AISC V.T. ❑ MATERIAL ID Welder not on site 0 HORIZONTAL 0 GMAW 0 P.P. 0 5/16° IBC CONTRACTOR: Shawmut PERMIT NO: Site Office locked INSPECTOR: G. Naill JURISDICTION: City of Tukwila ❑ U.T. OVERHEAD ❑ Filler Metal: ❑ ❑ SAW Other. ❑ ❑ PLUG Other: ❑ ❑ 3/8" Other: ❑ ❑ ASME Other ❑ DISCREPANCIES ❑ % COMPLETE Work is not complete at this time contractor to reschedule after completion. Offices Serving the Western United States WELDING INSPECTION REPORT NO.: 8060SS0554)108 -gn WEATHER: Indoor TEMP: 70 F ❑ M.T. ❑ P.T. Noted on Approved Structural Drawings the Presence of Full Pen Moment connections, Notified contractc this work requires continuous visual inspection while being welded and also requires Ultrasonic Examination upon completion. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory require Technician: George Naill 0 t04 Welding Inspection Report doc Revision 2 Effective Daze. 1.7,08 The information provided on this report is prepared for the exclusive use of the client. Dos report may not be reproduced in any format without the written permission of the client and Krazan & 4ssociates STRUCTURAL STEEL Y. Position: I Process: SMAW Weld Type: FILLET Weld Size 3/16" Codes: AWS azan & Associates, Inc. GE :'EC'V CA E GIVEERIN: • EV:'ROVMEV - AL ENG NEE iNG TESTING AND INSPEC ". DATE. :37/ _ PROJECT 4: 066 - Q3o6Q PROJECT: ,B,T_S .RE57 LOCAT!ON: 633 SOeiT/7'G.ENTER PKL✓Y, KRAZAN PROJECT MANAGER: _ . FIELD i SHOP WELDING tti V.T • MATERIAL ID __ U.T. • M.T. P.T item(s) inspected: Q/YS /T, E� r' /2 /�YS,�EC7 /ON Ort' G1J ' k/ELZ$ I Location FROtT CANOP_ Y 1 ; Welder qualification /certification verified for. VERITCAL 1/4" AISC X NOTES DISCREPANCIES NO CJP 6t/ :•4s Ca i 4 7:e7� 21 336' 423: :es:e• 3avers''e• ''4 9.3 ?CB :3:7 Lore m il.... 1-P S:P t' , �,, ... . i 7' 7. 5' gar :r. S, 54r .. ;r. , '23 ii:'i"v —' '71 9:? HORIZONTAL GMAW P.P. 5/16' TITLE 21 To the best of my Knowledge, :he above-WAS W14& -MO rper`ormed Superintendent/Representative: • 533 X4 223J % COMPLETE CONTRACTOR: - f4WwUT PERMITNO: . DD9 INSPECTOR: .4 SQRi4NT /N(> JURISDICTION' 72//C/c//Lr9, 14''4, WEATHER' RA /A/ OVERHEAD SAW PLUG 3,8" TITLE 24 WELDING INSPECTION REPORT NO.: 4 816 .tY Filler Metal: jf 7 1 7 - S Other: Other: Other: Fe/fa- 7 UBC ASME in accordance w!tn the approved clans, specifications and •egulatory requirerrle Tecnnician: _ TEMP: ?25 4. Sher"ar. S 2 C,1 92382 • (909. • 63 :^ Sr V%'r. x'26. aLC . W-1 932(32 • '223; 939 2532 • )' ICU' i _ 1'., i° P$fst i. ')y 1 .. • !362; 1 = 1ce ha:crw•le N 1 9P0' • 42i, 4 35 5: 1 1 v a :e a •4,1 13 -56 • 35•2, ,?i1-.2 .,i✓ May l 3 A 8 1 6 2008 COMMUNITY DEVELOPMENT & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING rat /ED CONSTRUCTION TESTING & INSPECTION Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 RE: In Process Inspection Report BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, Enclosed are copies of the compressive strength test results regarding the above referenced project. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila KA No. 066 -08060 Permit No. D08 -043 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08060 Break Template ... _ —_,, ,,,,,,,,,,,,,,,......, r. Project No. 066 -08060 Weather Partly Cloudy Inspector Steve Taylor Jr. Laboratory Data Cyl. Test Code Date 80424 -1 4/21/2008 80424 -2 5/12/2008 80424 -3 5/12/2008 80424 -4 80424 -5 80424 -6 80424 -7 80424 -7 Remarks Results Reviewed By AS Field Cure Age 7 28 28 H :JAL!. va11Cy Mowliuu iV@tl, Ju1Le 1U1, ruyaiiup YVN U0.11 I, tL3)) UJU -L 11U Cyl. Code 80424 Pour Date Jurisdiction City of Tukwila Project BJ's Restaurant & Brew House Location 633 Southcenter Mall, Tukwila Client Shawmut Woodworking, Inc. & Supply dISSOSLOWESISEMISOOSM Engineer Architect Contractor Shawmut Construction Field Data Concrete X Supplier Miles Time Truck# 1:50pm M136 Other Ticket # 204074 CYLINDER REPORT Plant No. 201 % Air Site Mix Mix Air Slump Temp. Temp. (in.) (F) (F) 5 70 49 Unit Wt. (pcf) Placement Area Location Concrete placed @ typ. Slab, footing, and grade beam gridlines 1- 5 /B -E. 5yd /29yd total. Remarks Concrete placement was completed per approved plans. Please refer to field report #79958 Design Strength 4,000 @ 28 days Max. Comp. Dim. Area C.F. Load Str. (psi) 4.009 12.62 62690 4,970 4.017 12.66 84520 6,680 4.017 12.66 84755 6.690 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C -39 +1- 8% 4/14/2008 Report No. 23371 Permit No. D08 -043 Reported Batch Data Form 03101 Revision 3 Effective Date 5/12/0. The information provided on this report is prepared for the occlusive use of the client This report may not be reproduced in any format without the wr•tlen permission of the client end Krezan & Assoc/: Design Weights Mix No. 01600 Cem. lbs. 564 Actual Weights 564 F. Ash lbs. l8" C. agg. lbs. 1 1860 1851 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1483 Water lbs. 33.3g 31.6g Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Rec'd. Tested Break Set # By Type 1 MT 1 SS 1 SS 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 5: Columnar (Split) '�<araZa'1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 28, 2008 KA No. 066 -08060 Permit No. D08 -043 Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 RE: In Process Inspection Report BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, Enclosed are copies of the compressive strength test results regarding the above referenced project. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC Ya- Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08060 Break Template (Project & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939 -2500 Project No. 066 -08060 Cyl. Code 80424 Pour Date 4/14/2008 Report No. 23371 Weather Partly Cloudy Jurisdiction City of Tukwila Project BJ's Restaurant & Brew House Location 633 Southcenter Mall, Tukwila Client Shawmut Woodworking, Inc. & Supply Inspector Steve Taylor Jr. Laboratory Data Codes for Break Types: Engineer Architect Permit No. D08 -043 Contractor Shawmut Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:50pm M136 204074 5 70 49 Placement Area Location Concrete placed @ typ. Slab, footing, and grade beam gridlines 1- 5 /B -E. 5yd /29yd total. Remarks Concrete placement was completed per approved plans. Please refer to field report #79958 Design Strength 4,000 @ 28 days Date Specimens Rec'd. Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80424 -1 4/21/2008 7 4.009 12.62 62690 4,970 1 MT 80424 -2 5/12/2008 28 80424 -3 5/12/2008 28 80424 -4 H 80424 -5 80424 -6 80424 -7 80424 -7 Remarks Results Reviewed By Date Reviewed Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revisbn 3 Effective Date 5/12/04 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client end Krezan & Assod Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cem.lbs. 564 564 F. Ash lbs. f8" C. agg. Ibs.1 1860 1851 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1483 Water lbs. 33.3g 31.6g Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 1 1 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) er-----=K & ASSOCIATES, INC. April 21, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 RE: In Process Inspection Report BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, KA No. 066 -08060 Permit No. D08 -043 RECEI ED APR 3 0,2008 DE y P Nn DE NY Enclosed are copies of the compressive strength test results regarding the above referenced project. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division Z CC: City of Tukwila Company Name Attn: First & Last, Architect Company Name Attn: First & Last, Engineer Company Name Attn: First & Last, Contractor Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08060 Break Template Krazan & Associates, Inc. 9LL valley Avenue NW, ruyauup, WA, vasii, (Lbs) V4V -La Project No. 066 -08060 Cyl. Code 80335 Pour Date 4/1/2008 Weather Pt Sunny Jurisdiction City of Tukwila Project BJ's Restaurant & Brew House Location 633 Southcenter Mall, Tukwila Client Shawmut Woodworking, Inc. & Supply c Contractor Shawmut Construction Inspector Mike Allen Laboratory Data Codes for Break Types: Engineer Architect Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:40am 78 52257 51/4 65 44 Placement Area Location 5" interior lower SOG w/ vapor barrier Remarks Placed by boom pump, consolidated w/ vibrations. 11 cyd load, 111 cyds total. Please refer to field report #82020. Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80335 -1 4/8/2008 7 4.011 12.64 44850 3,550 1 MT 80335 -2 4/29/2008 28 1 80335 -3 4/29/2008 28 1 80335 -4 H 1 80335 -5 80335 -6 80335 -7 80335 -7 Remarks Results Reviewed By Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Fonn 03101 Revision 3 Effective Date 5/12/04 The Information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan & Assom Report No. 20498 Permit No. D08 -043 Reported Batch Data Design Actual Weights Weights Mix No. 01550 Cem. lbs. 517 718" 1860 C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 Water lbs. 362 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming krazan•& Associates, Inc. 922 Valley Avenue NW, Suite tut, Nuyanup, WA, `JtsJ /l, (L3.) y.W -Lauu Project No. 066 -08060 Cyl. Code 80340 Pour Date 4/1/2008 Report No. 20499 Weather Pt Sunny Jurisdiction City of Tukwila Permit No. D08 -043 Project BJ's Restaurant & Brew House Location 633 Southcenter Mall, Tukwila Client Shawmut Woodworking, Inc. & Supply Inspector Mike Allen Laboratory Data Engineer Architect Contractor Shawmut Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:31 am 135 12582 5 61 55 Placement Area Location 5" interior lower SOG w/ vapor barrier Remarks Placed by boom pump consolidated w/ vibration. 11 cyd load, 111 cyds total. Please refer to field report #82020. Design Strength 3,000 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. 01550 Cem. lbs. 517 F. Ash lbs. 7/8 "agg. lbs. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 Water lbs. 362 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 80340 -1 4/8/2008 7 6.011 28.38 107410 3,780 2 MT 80340 -2 4/29/2008 28 2 80340 -3 4/29/2008 28 2 80340 -4 H 80340 -5 80340 -6 80340 -7 80340 -7 Remarks Results Reviewed By ��'6. Date Reviewed 2 Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Forth 03101 Revfsbn 3 Effective Date 5/12/01 The Gdonnatbn provided on this report Is prepared for the exclusive use of the dbnt. This report may not be reproduced in any bonnet wI hout the written pearessbn of the went and Kraran & Assod. Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, Wa, yust i, ( V4V -ADuu Project No. 066 -08060 Weather Clear Project BJ's Restaurant & Brew House Location 633 Southcenter Mall, Tukwila Client Shawmut Woodworking, Inc. & Supply Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 7:48am STNO 203431 Inspector Mike H. Preciado Laboratory Data Cyl. Code 80363 -1 80363 -2 80363 -3 80363 -4 80363 -5 80363 -6 80363 -7 80363 -7 Remarks Test Field Date Cure 4/7/2008 5/1/2008 5/1/2008 Age 4 28 28 H Cyl. Code 80363 Pour Date Jurisdiction City of Tukwila CYLINDER REPORT Plant No. 201 Mix Slump Temp. % Air (in.) (F) 5 68 Engineer Architect Contractor Shawmut Construction Site Mix Air Temp. (F) 34 Unit Wt. (pcf) Placement Area Location SOG J8/24 Remarks Concrete boom pumped. H.F. mech. Vibrator used. Please refer to field report #79629 Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4.01 12.63 26965 2,130 SS /MT Results Reviewed By ffg6, Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Dato 5/12/04 The Information provided on Ns report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the dent end Kitten & Associates. 4/3/2008 Report No. 20381 Permit No. D08 -043 Reported Batch Data Design Weights Mix No. 0360040 Cem. lbs. 564 F. Ash lbs. pea agg. lbs. 1 1100 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2080 Water lbs. 378 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 0360040 560 1101 2156 358 0 X ASTM C143 X ASTM C1064 X ASTM C31 OTHER Field Test Methods ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 5: Columnar (Split) 1(1' aZar1 &ASSOCIATES, INC. April 21, 2008 KA No. 066 -08060 Permit No. D08 -043 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Tyler Virden Shawmut Woodworking, Inc. & Supply dba Shawmut Design & Construction 560 Harrison Avenue Boston, MA 02118 RE: Special Inspection BJ's Restaurant & Brew House Tukwila, WA Dear Mr. Virden, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from April 1 through April 14, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. 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. Respectfully submitted, KRAZAN & ASSOCIATES, INC 662,0„,„ Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 OR060 DFR Template I(I' 2LZ3I1. FIELD REPORT NO: 8 G u O & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: V "/ a R CONTRACTOR: SA4-ryn,&-i` (' °^ s• PROJECT #: Cc ' 6- d g:af 0 JURISDICTION: Ci . ./' 7w444,7 A, PROJECT: ,. 3 -s ',tulle vine/77 PERMIT #: D O g - 0 LOCATION: /a .33 -s�v G° i ". uli INSPECTOR: / / // , xi KRAZAN PROJECT MANAGER: A6- WEATHER: , • cionn/ T MP: 3S °F -SST s /;le as fey r /..e,,7,4,-e," 6o7 c. -L'-742 4*. uo, o�7 1 //7 S, j7�-�7 a/i Ci l� , fkr-a /fl3deefor y, 17 4 Sri � P v!:w� Q��•�;•�� p /e / /7r al-74/ . iPP/1. L e/ // ed ‘s 1 /J LQ cQ / 3( ,pl / s /h rivr LOtlP� <5. d . 4 • t // /! C f r�. d► an Ye, i 't She/ J4/ J/z e 9,1%42, - , ' ) r " e / ' 6 °,� Cie-4 canoes. / ' ' /r-- sr`eo "a/oti-49/ 1,, Ql C O!' A/! ao 1d / > Gw .ro ve 40 , /ah 1 An S�'P f7G�Ti7J S , (Pews-44:74, /7't i /k•S 119/X 0i5s Uri 100 i G . ( (0 s �oeW ,6y pp aoai cam /al 74a Ctl/"i f/% hlc7'dns . CAS-/ 3044J o ..5-2/S 0-c re)iys!e /vie 5 ,A e ' / /rl¢l. -s . ‘.47 4:704,-..r // m�s7 #ev4' 3Op 0 "as/ e-e3 day-s. 4 617 0 4$e= ee., 7‘ (RP ZdV98 7,eY9I rl 4uterO, / .-7 Equipment/Asset Number(s): To the best of my knowledge, the abov / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirem. Superintendent /Representative: 1501 Field Report.doc Technician: A- Serving the Western United State Revision I Effective Date: 5/25/05 Mates ID R 5 0i4Pp FIELD REPORT NO: 7 9 6 2 9 & Associates, Inc. DATE: � -S PROJECT #: 06G • CACC: ') PROJECT: ZT aW ■0V5E: LOCATION: (033 5 buZH CZKI EQ KRAZAN PROJECT MANAGER: DAM ON .5 PtS REgv6STt✓,O C3•4 Cor \M OC ;0O FoR SvEC 1. 7,NFPVC oN OT- REWFbRcMMMC4 3 - fAND C, CREC6 Fog 5" QC M-EA% ?.PaSM 5L C?_,U.En)cgo DE1 ON 5 t,n Ariv4 Csrs . RE uthiea INVOO v.z \ m% ENO SIZE &ME , L S Ppc -N(s 1 POND ova. c O savEX, is E o\J g (c8 'S" 0•C• ,W ObSEO iW PuNettkNEN1 of 11Q YPZQS %000 CoNc,Q % SuS 1.-1 eN M -tk5. Mo ZAt cO x s DeSIAt b bo4a SuJT4 \Pz L Pt -w)Wt W 1F-AOCIL ► kIN`O CA0$1,SVNIQ•t . 1 N MEz1. \1'S.PQA OR. ttv+ S V&ED . C & C1-N) S* Q NGZE1 C>2 NOEQRS "VOS2- 1-1\4 See C.A A ea. S \ F gR�Ck1 DP� A• Cs3ntC2.,C, VIINI.s kEt. \ SI. k V- LDKt~t,S P NCD Mk% 'Ntek.A- ■1 OESE2mEn \K1 TN Co IM l4NC1 (qQQNQS CNAN1SS. Equipment/Asset Number(s): • To the best of my knowledge, the above AS NOT performed In accordance with the approved plans, specifications, and regulatory requiremett(iie Superintendent /Representative: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 1501 Field Report.doc CONTRACTOR: 5k1AWMUT JURISDICTION: 'T V1,V.1 LP\ PERMIT #: DOS-61-VS INSPECTOR: Mils \A. PQLf I\W o WEATHER: C�.ENV- TEMP: 114- SQvira - 11 - ARSON 5 , C ALVJ .fr Foe. C oePEGT s, Vf4Qo T V JL 1,-P NM O 5 Technician: Serving the Western United States Revision 1 Effective Date: 5/25/05 a17L & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: " '/' ..eag PROJECT : 4 PROJECT: LOCATION: 4 ' 4 4 3 c 2 KRAZAN PROJECT MANAGER: Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requireme igr Superintendent /Representative: 1501 Field Report.doc CONTRACTOR: / JURISDICTION: � /•— �l PERMIT #: �,��_ INSPECTOR: `�j/ ,,� WEATHER: TEMP: Serving the Western United'States n FIELD REPORT NO: 8 0 3 2 4 Revision 1 Effective Date: 5!25/05 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION CONTRACTOR: ` ih Cam. JURISDICTION: 714 //4" /W1. PERMIT #: ��' INSPECTOR: WEATHER: Q� ..ice as i'.��rr.,�s e. - - �.' L_ r// /. i _ / / _ r . . 144 ti! Oyer Oma or eerier - , a d d r _ i � �/ _ • /,- - � _� _ .i . _ _ - /i ce 3 0 � Ao / /- s / doe 9/2(44 lc.14v� �irT �1.�• / _ EMP: O tit /7o -- A dc _ A A Allri . ✓✓��� /7! / /Ii %L�! 1 .� / J Vi i!_ i ,. ■ - 7J; L.ggiltitc:FAmewimiwAmmotzfor/ In : lid. L' . 1■_ / . ' .i�_./ G. f / . DATE: 10 / /Z �� PROJECT #: MK" -' PROJECT: 'S. LOCATION: KRAZAN PROJECT MANAGER: . L . L•►• Equipment/Asset Number(s): To the best of my knowledge, the abo Superintendent /Representative: 1501 Field Report.doe AS NOT performed in accordance with the approved plan, specifications, an? ?.4 Serving the W stern United Stat s FIELD REPORT NO: 7 9 9 5 8 d regulatory requirem Revision I Effective Date: 525/05 Vrojeict Info Project Address sa's srewhouse Date 1/25/2008 633 Southcenter Pkwt Suite R4 For Building Department Use Tukwila, WA 98188 Applicant Name: 0, Scott Windle Applicant Address: 1420 W. Mockingbird Lane Suite 800, TX 75247 Applicant Phone: 214 - 920 -8100 Project Summary RJ -SUM 2006 Washttoh State Nonresidential Energy Code Compliance Forms 2006 Wash'. •ton State Nonresidential Energy Code Complia Form FILE COPY Permit No. Pia' `prrovaI is sublet & to errors and on,! REVIEWED FOR CODE C OMPLIANCE APPR®VE lor4 MAR 2 5 2008 Of B LO Tuv ila DIVISION D0$- 0 1 13 Revised July 2007 RECEIVE JAN 2 9 2008 PERMIT CENTEh r 't et gc.t..x,cmaxxclimeticsave DATE; 0 0 gx: Q.) • . • • .. • • • • • • „ cubeM Tx 76234 • 00.9n.." ""96-"'"r6 06 • Dr? '4%,5'41 erz w .b e 111 -"m • ADDRESS: " NO: 080608HORNDA ri LJ BJ'S RESTAURANT & BREWHOUSE WESTFIELD SOUTHCENTER 1159 SOUTHCENTER MALL TUKWILA, WA 98188 SHEET NO: A1•3 SKETCH — — NO: SK-1 ORIENTATION OF UNISTRUT MEMBERS SHALL BE FIELD LOCATED BY G.C. AS REQUIRED REVISION N0, 008093 D Ej�VED FOR � C OMPLIANCE APPROVED JUL 0 8 2008 at Y OfTukwila MILLWORK SOFFIT SUPPORT GENERAL ARRANGEMENT RECEIVED JUN 17 2008 PERMIT CENTEF+ a ce 0 CO O N 0 DETAIL #2 DETAIL # DETAIL #3 NOTES 1. MAXIMUM HANGER ROD LOAD FROM SOFFIT = 125 LBS 2. USE 3/8" DIAMETER THREADED ROD 3. MAXIMUM SEISMIC BRACE FORCE = 388 LBS EXISTING FLOOR DECK ABOVE 14' -2 "± ALONG 45° SKEWED UNISTRUT CHANNEL 5' MINIMUM SOFFIT & SOFFIT HANGER CONNECTION BY OTHERS P5501 or P5501 T LS410 SEISMIC ANCHOR W/ 1/2" DIA CONC. ANCHORS (Max Load Cap. = 1,050 Ibs) 3/16" SPS CABLE SPF400 SEISMIC BRACE (EACH DIRECTION AT CORNERS) 1934 CODE N� 9/ED ' I JUL 0 8 2008 BUILDING Of ! u�ila 'IVISIRN > LL > REGISTERED ARCHITECT DAVID SCOTT W'NCLE STATE OF WASHINGTON MILLWORK SOFFIT SUPPORT SECTION X -X w CD O w CO F Q z w < I— in in w w C: O CO in RECEIVED JUN 1 7 20e8 PERMIT CENTER Di a O z• O CD LO D CD 0 I a. a r• P1649AS BEAM CLAMP (650 LBS DESIGN LOAD) AT 125 IN -LB TORQUE HTHR037 THREADED ROD DETAIL #1 HTHR037 THREADED ROD P1737 FOR VERTICAL ADJUSTMENT OF UNISTRUT CHANNEL P1656A, P1657A OR P1658A RETAINING STRAP FOR BEAM FLANGE WIDTHS OF 6 ", 9" AND 12" MAX. RESPECTIVELY DETAIL #2 NOTE: ATTACH P1737 TO CHANNEL WITH (2) P3010 STRUT NUTS & (2) HHCS050119 BOLTS AT 50 FT -LBS TORQUE HHXNO37 HEX NUT WITH HFLW037 WASHER - TYPICAL TOP & BOTTOM P5501 or P5501T P5501 OR P5501T HHXNO37 HEX NUT P1063 SQ. WASHER HTHR037 THREADED ROD DETAIL #3 4934 n REVIEW D FOR CODE CO MPLIANCE APPROVE JUL 0 8 2008 City Of Tukwila E LDIN DIVISION P3008 STRUT NUT INSIDE CHANNEL AT 19 FT -LBS TORQUE HHXNO37 HEX NUT REGISTERED ARCHITECT DAVID SCOTT WINDY it ; WASHINGTON �1 y MILLWORK SOFFIT SUPPORT DETAILS 4ECESVED JUN 17 PERMIT CENTER 4111.:; V1 x 0 0 0 Z 0 re a a Project Info Project Address Westfield Southcenter Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 932.0 — 4766.0 X 100 = 19.6 % Concrete/Masonry Option 0 yes O no Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. Date 1/25/2008 Check here if using semi - heated path and if project meets all requirements for semi - heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. 633 Southcenter Parkway For Building Department Use Tukwila, Washington 98188 Applicant Name: D. Scott windle Applicant Address: 1420 W. Mockingbird Lane, Suite B00; Dallas, TX 7524 Applicant Phone: 214- 920 -8146 1 Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 932.0 — 4766.0 X 100 = 19.6 % Concrete/Masonry Option 0 yes O no Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. 0 yes Semi - Heated Path 0 no Check here if using semi - heated path and if project meets all requirements for semi - heated spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Summary Climate Zone 1 ENV -SUM 2006 Warkingfon State Nonresidential Energy Code Compliance Forms ❑ New Building al Addition ❑ Alteration ❑ Change of Use Project Description Compliance Option ❑ Prescriptive 13 Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls' Below Grade Walls Floors Over Unconditioned Space Slabs -on -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Maximum U- factors Maximum SHGC (or SC) Vertical /Overhead Glazing Notes: 2006 Washington State Nonresidential Energy Code Compliance Form 1. Assemblies with metal framing must comply with overall U- factors Revised July 2007 Opaque Concrete /Masonry Wall Requirements Wall Maximum U- factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete /Masonry Option, list walls with HC ? 9.0 Btu /ft'•°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10 -9 in the Code. Wall Description (including insulation R -value & position) U- factor RECEIVED JAN 2 9 2008 PERMIT CENTER Envelope Summary (back) Climate Zone 1 ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other: All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) 4-1 ° /d-113Z • 1.1: CON W 5 ° Ycl-tBfL • 1G: CORN 5 5RR2 *ISM 5 $ 1R1R15 RR 5 5111A-G) ®Jd.l 5 6 ftlE 2 Q ` (DG-1 5 5 D3EQI 1}841 5 2 SCI XH' F3dJ 8 < 1 - f\/ $` 0 CNV: DaZCVXl5Fff 0 D✓d: CO 8 5 FL &0 8 ° /6BFN ,G/ &R -k/ : FFG)IDPH 5 0 F UP HG 5 M/ 1R Concrete/Masonry Option* Assembly Description 2006 Washington State Nonresidential Energy Code Compliance Form 1R — w q 14.1 &MID0 FAN q 9FOV 2+ $I11D 89120 89E0 SHGC 1 R/S R /S CIE 1G 1R <1-A/ Assy.Tag < HV I � 67$57 3(JfvFIJSWH < Fn/ 3 & RP SRC] F-LURP DCFH 6 \ V$ccomv RU (Qr61116 5 HT)QI.1-C HC** Totals Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W /ft' of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. m9 1111 &IIWID0 FAN LQJ 9Ii$V 2+ $110 89120 89120 SHGC 1 RVg02FG vvall neat Ldp. ity (HC) cYal-1.132 • 116: IMF( W ° /d-13E • 1G: D®FI 5 211 -1.1$ $1t211q-L15 F32 5 C31A-G) GRJ 61IIE 2 Q' IJXH 5 DGDZW SdJ 2 SDDXH' RdJ 1R Area (sf) <FM— Area weighted HC: divide total of (HC x area) by Total Area : F3 0 F-#W 5 5 5 8 5 8 5 8 5 8 5 5 5 5 < I $ 0DW: DIDQ/X01705 Hf 0 OW: DID 8 5 FL &0 8 °/ 'J ,o✓ &RJW : Rte) 1DP H 5 0 Rip LLP HG 8 1R HC x Area 1 Revised July 2007 1R- `If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 1009. Project Address Westfield Southcenter Date 1/25/2008 Space Heat Type 0 Electric resistance 0 All other For Building Department Use Glazing Area as % gross exterior wall area 19.6% Prop. 1 45.0% Max.Target Concrete/Masonry Option 0 Yes Q No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) Target UA U- factor x Area (A) = UA (U x A) 6wze10 Ieofl A U. 0. 630 Plan ID right door U=0.540 Plan ID right window U= 0. 540 Plan ID 4 -bank window U= 0. 500 Plan ID revolving door U= 0.540 Plan ID door window U= 0.540 Plan ID door window U= 0.540 Plan ID overdoor window U=0.540 Plan ID roll up doors (4) U= 0.630 Plan ID rear exit door 0.630 51.0 32.1 0.540 10.0 5.4 0.540 207.0 111.8 0.5 64.0 32.0 0.540 19.0 10.3 0.540 19.0 10.3 0.540 21.0 11.3 0.540 520.0 280.8 0.630 21.0 13.2 0.550 932.0 512.6 Glazing % Electric Resist. Other Heating 0 -30% 0.40 0.55 >30 -45% see note above 0.45 I Overhead Glazing Over Attics U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.700 Glazing % Electric Resist. Other Heating 0-30% 0.6 0.7 >30 -45% see note above 0.6 10th.Roofs U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.700 Opaque Doors U= Plan ID: U= Plan ID: U= Plan ID: 0.600 Electric Resist. Other Heating 0.60 0.60 JOAO c I nnv R= Plan ID: R= Plan ID: R= Plan ID: 0.036 Electric Resist. Other Heating 0.031 0.036 Other Roofs R=21.9 Plan ID roof R= Plan ID: R= Plan ID: 0.040 10662.0 426.5 0.046 10662.0 490.5 Electric Resist. Other Heating 0.034 0.046 I Opaque Walls' R=19.0 Plan ID side wall R =19.0 Plan ID patio wall R=19•0 Plan ID side wall R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: * *Note: sum of Target Areas here should equal 0.109 756.0 82.4 0.109 1080.0 117.7 0.109 1998.0 217.8 Target Opaque Wall Area (see back) 0.109 3834.0 417.9 ** ** Electric Resist. Other Heating Frame -Wd 0.062 0.062 Frame -Mtl 0.062 0.109 Mass Wall +i 0.15 0.15 ++ see mass wall Criteria DCIuw Grade 1A/o l I c R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating Int Ins 0.062 0.062 Ext Ins 0.07 0.07 Nuu.JuI I I JGA0 clnnu R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: 0.056 Electric Resist. Other Heating 0.029 0.056 oiau up- grade a „dInnt R =10.0 Plan ID slab /floor R= Plan ID: R= Plan ID: R= Plan ID: 0.360 10662.0 3838.3 0.540 10662.0 5757.5 Electric Resist. Other Heating F=0.54 F =0.54 (see Table 13 -1 for radiant floor values) *For CMU walls, indicate core insulation material. Totals 26090.0 5189. 9 Totals) 26090.0 7178.4 Envelope UA Calculations Climate Zone 1 ENV -UA 2006 State Nonresidential Energy Code Compliance Forms To comply: 2006 Washington State Nonresidential Energy Code Compliance Form 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. Revised July 2007 II Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Glazing ID. right .i.i>r 0.870 51.0 44.4 0.450 932.0 419.4 ID: right wi ndow 0.300 10.0 3.0 Glazing % Electric Resist. Other Heating ID: - bank window 0.300 207.0 62.1 0 -30% 0.4 0.45 ID: revrl v i rig door 0.450 64.0 28.8 >30 -45% not allowed 0.4 ID: •t•'•' w r.dow 0.300 19.0 5.7 ID:dcx;r window 0.300 19.0 5.7 ID:ovcrdcor window 0.300 21.0 6.3 ID: r ` %1 1 - 'UP doors ; 4 • 0.450 520.0 234.0 ID:rear exit door 0.870 21.0 18.3 'Note: Manufacturer's SC may be used in lieu of Totals 932.0 408.2 Totals' 932.0 419.4 Climate Zone 1 ENV -SHGC 200f Washington State Nonresidential Energy Code Compliance Forms For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1. then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 4766.0 ' X 45.0% 100 I = I 2144.7 I 2144.7 Roofs over Attics Other Roofs Walls' 2006 Washington State Nonresidential Energy Code Compliance Form Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls OG= OG= 10662.0 VG= 932.0 3834.0 Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics II lesser 2144.7 Proposed Opaque Area + 10662.0 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area 3834.0 I + I 932.0 I - I 932.0 I = ( 3834:0 Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Max OG Remaining 2144.7 I Target OG Area in Other Roofs Proposed OG Area Target OG Area`!' Maximum Target Glazing Area tj lesser 2144.7 Target VG Area 932.0 Target Opaque Area 10662.0 Revised July 2007 Note: OG = overhead glazing VG = vertical glazing For Target OGs, the lesser values are used both here and below. I Target Areas OK I Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. Building Permit Plans Checklist 2006 Wasmington State Nonresidential Energy Code Compliance Forms ENV -CHK Revised July 2007 Project Address Westfield Southcenter Date 1/25/2008 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed no 1302 Space heat type: If "Other", indicate on plans that electric resistance heat is not allowed n. a. 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 Insul. installation Indicate densities and clearances SP SHTS n.a. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts EXIST. yes 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected: Indicate loose -fill tore insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73; A3.0 A3.1 A3.2 yes 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents REF STRUCT yes 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected REF STRUCT n.a. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area A5.0 yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings A5.0 yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) A5.0 1313 Moisture control n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side n. a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood strut. EXIST. yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A3.0/ A3.2 yes 1313.4 Floor vapor retarder Indicate vapor retarder on floor section REF. STRUCT n.a. 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage yes yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping DTL. S 1314.2 Glazing /door sealing Indicate weatherstripping A5.0 yes 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing A2 0 yes 1314.4 Recessed Lighting Fixturt Indicate IC rating, ASTM E283 certification, and gasketing or caulking to ceiling El .0 PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary If "no" is shown for any ques ion, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Envelope - General Requirement '1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances and maintain uniform R- values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least 30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. EXCEPTION: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than 24 inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of 24 inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of 24 inches or to the frost line, whichever is greater. Above grade insulation shall be protected. EXCEPTION: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on- grade insulation shall extend downward from the top of the slab a minimum distance of 36 inches or downward to the top of the footing and horizontal for an aggregate of not less than 36 inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub - floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Table 10 -6. 2006 Washin ton State Nonresidential Ener Code Corn s fiance Form Building Permit Plans Checklist • ENV -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. EXCEPTION: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 31 of Standard RS -1 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. EXCEPTION: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of 12 inches shall be provided with a vapor retarder. (For enclosed attics and enclosed rafter spaces, see Section 1203.2 of the International Building Code.) Roof /ceiling assemblies without a vented airspace, allowed only where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. EXCEPTION: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawlspaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may be omitted in crawl spaces if the crawlspace has a concrete slab floor with a minimum thickness of 3 -1/2 inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. EXCEPTION: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked and gasketed to limit air leakage. 1314.4 Recessed Lighting Fixtures: When installed in the building envelope, recessed lighting fixtures shall by Type IC rated, and certified under ASTM E283 to have no more than 2.0 cfm air movement from the conditioned space to the ceiling cavity. The lighting fixture shall be tested at 75 Pascals or 1.57 lbs/ft pressure difference and have a label attached, showing compliance with this test method. Recessed lighting fixtures shall be installed with a gasket or caulk between the fixture and ceiling to prevent air leakage. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed DINING TYPE B - 20WM R16 DOWNLIGHT 43 20.0 860.0 DINING TYPE R4 - 20W MR16 ADJUSTABLE DOWNLIGHT 24 20.0 480.0 DINING TYPE B2 - 70W MH DOWNLIGHT 2 70.0 140.0 DINING TYPE C - 40W PENDANT 17 40.0 680.0 DINING TYPE D - 20W MR16 30 20.0 600.0 DINING TYPE A - 50W MR16 35 50.0 1750.0 DINING TYPE L1 - 60W LAMP 8 60.0 480.0 DINING TYPE N4D - (2)90W LAr4PHOLDER 4 180.0 720.0 DINING TYPE M2D - 90W LAMPHOLDER 3 90.0 270.0 DINING TYPE L03 - (4)60W CHANDELIER 1 240.0 240.0 DINING TYPE L02 - (4)60W CHANDELIER 6 240.0 1440.0 DINING TYPE J2 - (6)15W CHANDELIER 1 90.0 90.0 KITCHEN TYPE L2 /L2E - SURFACE2 LAMP FLUORESCENT 6 64.0 384.0 KITCHEN TYPE H3 /H3E - 2x4 -3 LAMP FLUORESCENT 34 95.0 3230.0 RESTRO@4 TYPE B - 50W MR16 DOWNLIGHT 20 50.0 1000.0 RESTROOM TYPE L9 - 100W WALL SCONCE 4 100.0 400.0 Project Info Project Address DJ's Brewbouse Date 1/28/2008 633 Southcenter Pkwt Suite R4 For Building Department Use Tukwila, WA 98188 Applicant Name: D, Scott Windle Applicant Address: 1420 W. Mockingbird Lane Suite 800, TX 75247 Applicant Phone: 214 - 920 -8100 Project Description KITCHEN ■ New Building :. Addition • Alteration • Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive • Lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA 0 Systems Analysis spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) • No changes are being made to the lighting • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy D esc ri pt i on Allowed Watts per ft2" Area in ft Allowed x Area DINING DINING AREA OF RESTAURANT (CEILING HT. - 17'6 ") 1.52 5213.0 7923.8 KITCHEN KITCHEN AREA OF RESTAURANT (CEILING HT. 9'6 ") 1.31 3455.0 4526.1 RESTROOM MENS /WOMENS RESTOON (CLG. HT. 9'0 ") 0.80 485.0 388.0 Maximum Allowed Lighting Wattage 2006 Washin ton State Nonresidential Ener Code Co •liance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms rom Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage otal Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Total Allowed Watts 12837 .8 12764.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track fighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. RECEIVED 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Man}tAN 2 9 2008 may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, PERMIT CENTER may also be used. For tr3ggnUR,hiaqttE' ? Oi farrilttal tFat i3t Id RA C Iff l rnppig by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gvmnasia assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet /conference /exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. It not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 watt T - 1, T - 2, T T - 5, T - 8 lamps, and d) hard - wired elec- tronic dimming ballasts. Screw - in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior, Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance For 15 -1 U nit Lighting Power Allowan e 2006 Washin ton State Nonresidential Ener Code Com.Iiance Form Retised July 2007 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three- quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washin ton State Nonresidential Ener Code Com.liance Form Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) "* From Table 15 -1 based on exceptions listed in footnotes Revised July2007 Project Address 113.7.a Brewhouse I Date 1/28/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15 -1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Location (floor /room rto.) DINING KITCHEN RESTROON Occupancy Description DINING AREA KITCHEN AREA MENS /WO ENS RESTOON Allowed Watts per ft 1.30 1.30 0.80 Ceiling Height for this room 17.5 feet 9.5 feet 9.0 feet Ceiling Height limit fortis exception" 9 feet 9 feet 9 feet Adjusted LPA Watts per ft 1.52 1.31 0.80 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Entrance M2D -Wa11 Sconce 2 90.0 180.0 Main Entrance Mtn -wall Sconce 2 90.0 180.0 Main Entrance B2 -Down light 3 70.0 210.0 Entrance B2 -Down light 2 70.0 140.0 Side Canopy B2 -Dorn light 6 70.0 420.0 Patio canopy M2D -wall Sconce 7 90.0 630.0 Patio Canopy B -Down light 12 50.0 600.0 Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Main Entry Building entrance 30 W/LF of door widt 13.5 405.0 Other Entries Entrance 20 W/LF of door widt 9.5 190.0 Other Entries Entrance 20 W/LF of door widt 12.5 250.0 Canopies and Overhangs other entry Canopy 1.25 W/ft2 45.2 56.5 Canopies and Overhangs Side Canopy 1.25 W/ft2 144.8 181.0 Canopies and Overhangs Patio Canopy 1.25 W/ft2 899.0 1123.8 Canopies and Overhangs Entrance Canopy 1.25 W/ft2 135.4 169.3 Non - Tradable Locations Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Bldg. Facade (byperim) Name: D, Scott Windle 5.0 W/If Appl. Phone 214 - 920 -8100 Project Description • New ® Addition • Alteration • Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option • Lighting Power Allowance 0 Systems Analysis [ Building Grounds (luminaires > 100 Watts) motion Sensor • Efficacy > 60 lumens/W • Controlled by Project Info Proj Addres Bj.s Brewhouse Date 1/28/2008 633 Southcenter Pkwt Suite R4 For Building Department Use Tukwila, WA 98188 Name: D, Scott Windle Appl. Name 1420 W. Mockingbird Lane suite 800, TX 75247 Appl. Phone 214 - 920 -8100 Project Description • New ® Addition • Alteration • Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option • Lighting Power Allowance 0 Systems Analysis [ Building Grounds (luminaires > 100 Watts) motion Sensor • Efficacy > 60 lumens/W • Controlled by • Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) • No changes are being made to the lighting • Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Exterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washin_ ton State Nonresidential Ener Code Com.Iiance Form Tradable Maximum Allowed Lighting Wattage Revised Jul Tradable Proposed Lighting Wattage Total Allowed Watts 2375.5 Use mfgr listed maximum input wattage. For fixtures with hard -wi ed ballasts only, the default table in the NREC Technical Reference Manual may also be used. ropose Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage .Total Proposed Watts 2360.0 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 20 06 Washin ton State Nonresidenti Proposed Watts may not exceed Allowed Watts for Category Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 1 0.15 W /ft Building Grounds Walkways less than 10 feet wide 1.0 W /linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft Stairways 1.0 W /ft Building Entrances and Exits Main entries 30 W /linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1 1.25 W /ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W /ft Street frontage for vehicle sales lots in addition to `open area" allowance 20 W /linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W /ft for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidenlial EnergyCode Compliance For 2006 Washin ton State Nonresidential Ener. Code Com•liance Form Ekterior Lighting Summary (back) LTG -EXT TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 _ Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address sJ'a Brewhouse !Date 1/28/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) 1513.1 Local control/access Schedule with type, indicate locations 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, indicate locations vertical glazing Indicate vertical glazing on plans overhead glazing Indicate overhead glazing on plans 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location no (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations yea 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) 1514 'Max. watts 'Indicate watts for each exit sign I LIGHTING POWER ALLOWANCE (Section 1530 -1532) 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) yea I 1511 'Elec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency ' I TRANSFORMERS (Section 1540) yes I 1540 'Transformers 'Indicate size and efficiency I 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: 9nnA Wachinntnn Ctata Mnnrocirtantial Fnarnu ('.nrta rmmnlianra Fnrm Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for,dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk- to-dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously 2006 Washin• ton State Nonresidential Ener. Code Com•Hance Form _Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall - mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is Interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and • e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). 7fl fR Wachinntnn Stata Kinnracirtantial Fnarnv (:nria ('.mmnlianno Fnrm EXCEPTIONS: 1. Areas that must be continuously . illuminated (e.g., 24 -hour convenience stores), or Cooling Equipment Schedule Equip. ID Brand Name' • Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location RTU -1 Lennox TGA240H2B 248 8000 ECONO 10.80 Ef -2 Roof RTU -2 Lennox TGA240H2B 248 8000 ECONO 10.80 Greenheck Roof RTU -3 Lennox TGA240H2B 248 8000 ECONO 10.80 CUBE -141 -7 Roof 0.40 0.75 CV Kitchen EF -5 Greenheck GB -091 600 0.50 0.25 CV Restroom MAU -1 Greenheck DGX-115-522 6600 0.50 5.00 CV Kitchen Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service EF -1 Greenheck CUBE- 1808P -15 4472 2.00 1.50 CV Kitchen Ef -2 Greenheck CUBE- 180HP -15 4954 2.00 1.50 cv Kitchen EF -3 Greenheck CUBE- 180HP -15 1800 1.00 1.50 CV Kitchen EF -4 Greenheck CUBE -141 -7 400 0.40 0.75 CV Kitchen EF -5 Greenheck GB -091 600 0.50 0.25 CV Restroom MAU -1 Greenheck DGX-115-522 6600 0.50 5.00 CV Kitchen Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Tukwila, WA 98188 Applicant Name: D, Scott Windle Applicant Address: 1420 W. Mockingbird Lane Suite 800, TX 75247 Applicant Phone: 214 - 920 -8100 Project Info Project Address Br's Brewhouse Date 1/25/2008 633 Southcenter Pkwt Suite R4 For Building Dept. Use Tukwila, WA 98188 Applicant Name: D, Scott Windle Applicant Address: 1420 W. Mockingbird Lane Suite 800, TX 75247 Applicant Phone: 214 - 920 -8100 • s: Mechanical Summary MECH -SUM 2006 Wastjngton State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. • Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 applicable. s Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). Revised July 2007 The work includes installation of (3) HVAC systems summing to 60 tons, including (2) grease exhaust fans, (2) non - grease exhaust fans, and a make -up air unit for kitchen hoods. The system also includes kitchen hoods, supply, return, exhaust and grease exhaust ductwork, grilles, registers, diffusers, complete control system and related items necessary for a complete functioning system as indicated on the plans. Compliance Option 0 Simple System O 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. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or ID JAN 29 2008 PERMIT CENTER System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: [ Constant vol? H Air cooled? Packaged sys? Q <20,000 Btuh? — 1 Split system? H Economizer included? If Heating Only: 9 Y� � 5000 cfm . <5000 ? < o � 70 /o outside air? 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Use Complex Systems (section 1430) otal Cap. wo economize <240,000 Btuh or 10 %? Heating Only Reference Section 1421 Heating /Cooling or Cooling Only Yes " Reference Section 1423 Simple System Allowed (section 1420) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Tukwila, WA 98188 Applicant Name: D, Scott Windle Applicant Address: 1420 W. Mockingbird Lane Suite 800, TX 75247 Applicant Phone: 214 - 920 -8100 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM Sp' HP /BHP Flow Control Location of Service Efficiency Tukwila, WA 98188 Applicant Name: D, Scott Windle Applicant Address: 1420 W. Mockingbird Lane Suite 800, TX 75247 Applicant Phone: 214 - 920 -8100 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Tukwila, WA 98188 Applicant Name: D, Scott Windle Applicant Address: 1420 W. Mockingbird Lane Suite 800, TX 75247 Applicant Phone: 214 - 920 -8100 Project Info Project Address aJ'a srewbouse Date 1/25/2008 633 Southcenter Pkwt Suite R4 For Building Dept. Use Tukwila, WA 98188 Applicant Name: D, Scott Windle Applicant Address: 1420 W. Mockingbird Lane Suite 800, TX 75247 Applicant Phone: 214 - 920 -8100 Mechanical Summary MECH -SUM 2006 Washipgton State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. E Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form Include documentation requiring compliance with commissioning requirements, Section 1416. Revised July 2007 Compliance Option O Simple System O Complex System O 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. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). S ystem Description S ee Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: Constant vol? ❑ Split system? Air cooled? Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Reference \ Section 1421 otal Cap. wo economize <240,000 Btuh or 10 %? Use Complex Systems (section 1430) Heating /Cooling or Cooling Only Yes Yes Reference Section 1423 Yes Yes Simple System r Yes Allowed (section 1420) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechani - Complex Systems Checklist MECH -COMP 2006 Washipgton State Nonresidential Energy Code Compliance Forms Revised July 2007 ProjectAddress 53's Brewhouse Date 1/25/2008 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 Field assem. sys. Provide calculations 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2.1 Air system reset Indicate automatic reset 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized 1434 Separate air sys. Indicate separate systems on plans 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency 1438 Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup ( Start Here • Section 1411.1 Equipmen Efficiency Shall Meet Tables 14 -1A through 14 -1G Yes • 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input ? 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: Decision Flowchart 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. as/Oil Fumac input? 225,000 tuh or Gas/O' 't Heat Any Fuel Furnac input ? 225,000 Btuh? Air System Serving Multiple Zones? apacity of H Heating System > 00,000 Btuh? • Yes • Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) Yes • Section 1432.2.1 Supply Air Reset Controls Required Yes No Section 1432.2.2 Hot Water Supply Temperature Reset Required Mechanical - Complex Systems (back) MECH -COMP 2006 Waphington State Nonresidential Energy Code Compliance Forms 0% Air Econ Provided? Section 1413 Water Cooled w/Water Econo? Total Clg Capacity w/ Water Econo <500 Tons? pply Air >5,0 cfm & OSA > 70% otor Incl. i qpmt. Coved by Tbl 14-1A-14- 1G? EER 10% Better than Code Section 1436 50% Effective Heat Recovery Required Yes 2006 Washington State Nonresidential Energy Code Compliance Form 0 Yes Yes♦ Multi -speed Motor in Multi - ed system? 1 Yes Yes Yes ystem or Zon w/ Simultaneous Htg. & Clg.? Yes--10. Application Involves Variable Flow? No No Yes tal Cap. cono <= 480,00 Btuh or 20% of otal Cap.? Yes Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating Recooling Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Ito No—• Yes 1 � DONE Section 1433 Economizer Required 1 Yes 1 Section 1437 Motors Must Meet Efficiencies in Table 14-4 Section 1438 Variable Flow Devices Required Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 5ofpm Face Velocity Yes Revised July 2007 Electric, Motors :.. MECH -MOT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 PlojectAddress BJ's Brewhouae Date 1/25/2008 Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use Motor No. or Location HP Type (open /closed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency Minimum Nominal Full -Load Efficiency Open Motors Closed Motors 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 14-1B). 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 explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Synchronous Speed (RPM) 3,600 1,800 1,200 3,600 1,800 1,200 HP Efficiency ( %) Efficiency ( %) 1.0 - 82.5 80.0 75.5 82.5 80.0 1.5 82.5 84.0 84.0 82.5 84.0 85.5 2.0 84.0 84.0 85.5 84.0 84.0 86.5 3.0 84.0 86.5 86.5 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5 88.5 89.5 89.5 10 88.5 89.5 90.2 89.5 89.5 89.5 15 89.5 91.0 90.2 90.2 91.0 90.2 20 90.2 91.0 91.0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 92.4 91.7 30 91.0 92.4 92.4 91.0 92.4 91.7 40 91.7 93.0 93.0 91.7 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 60 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 93.6 93.0 94.1 93.6 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK 2006 Waslyngton State Nonresidential Energy Code Compliance Forms Revised July 2007 Prt ctAddress 13J's Brewhouse 'Date 1/25/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section l Component Information Required I Location I on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans yes 1412.2 Deadband control Indicate 5 degree deadband minimum n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage yes 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yes 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas yes 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule yes 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance yes 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary yes 1414.2 Duct insulation Indicate R -value of insulation on duct yes 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements n.a. 1416.2.1 Commissioning Provide commissioning plan yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report yes 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank yes 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 yes 1452 Heater Efficiency Indicate pool heater efficiency n . a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washingto.State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Meceanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), 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 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling 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 the zone. 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 least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -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 off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (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 stories 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 in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones 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 less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or 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 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the 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 exterior envelope 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 with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washingto.State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Meceanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), 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 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling 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 the zone. 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 least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -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 off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (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 stories 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 in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones 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 less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or 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 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the 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 exterior envelope 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 with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system eacfi day to bring the space to desired occupied temperature levels immediglely before scheduled occupancy. The control algorithm shall, as a mini , be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) FILE COPY Permit N®. Structural Package piapo iS $ , prepared for BJ's Restaur. its Tukwila, WA Structural Calculation January, 2008 ® JAC OB Carter BurgeS ss JE Job # 024203.014 1420 West Mockingbird lane Dallas, Texas 75247 bc *Ot3 RECEIVED JAN 2 9 2008 PERMIT CENTER 1 o Soy Ds Report. 2 L itera0 AnaDys & &Loac sD 3 pat o Cover 40 Shoot (Entry) Canopy • • • • • • IMPORTANT • Notice Regarding This PDF File Transmission • • • • • • \�[� GILES ENGINEERING ASSOCIATES, INC. • t T • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Geotechnical Engineering Exploration and Analysis Proposed BJ's Restaurant WestPield Southcenter Mall 633 Southcenter Mall Seattle, Washington Prepared For_ BJ's Restaurants Huntington Beach, CaliPornia December 21, 2007 Project No. 2G- 0711005 GILES L ENGINEERING l /SSOCIATES, INC. • • • • GILES • ENGINEERING HSSOCIATES, INC. Attn: Mr. Robert Toro (1 email: rtoro a bisrestaurants.com) 1521 E. Orangethorpe Avenue • Suite B • Fullerton, CA 92831 Phone 714/879 -8436 • Fax 714/879 -4582 • E -Mail gilesla @gilesengr.com GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS Description Page 1.0 EXECUTIVE SUMMARY OUTLINE 1 2.0 SCOPE OF SERVICES 2 3.0 SITE AND PROJECT DESCRIPTION 2 3.1 Site Description 2 3.2 Proposed Project Description 2 4.0 SUBSURFACE EXPLORATION 3 4.1 Subsurface Exploration 3 4.2 Subsurface Conditions 3 5.0 LABORATORY TESTING 4 6.0 CONCLUSIONS AND RECOMMENDATIONS 4 6.1 Seismic Design Considerations 5 6.2 Geotechnical Design Considerations 6 6.3 Site Development Recommendations 6 6.4 Construction Considerations 8 6.5 Foundation Recommendations 9 6.6 Interior Floor Slab Recommendations 11 6.7 Pavement 12 Appendices: Appendix A: Appendix B: Appendix C: Appendix D: Figures (2), Test Boring Logs (5) Field Procedures Laboratory Testing and Soil Classification General Information (Standard Guideline Specifications) and Important Information About Your Geotechnical Report ©Giles Engineering Associates, Inc. 2007 PROPOSED BJ'S RESTAURANT WESTFIELD SOUTHCENTER MALL 633 SOUTHCENTER MALL SEATTLE, WASHINGTON PROJECT NO. 2G- 07110051 GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS PROPOSED BJ RESTAURANT 633 SOUTHCENTER MALL SEATTLE, WASHINGTON PROJECT NO. 2G- 0711005 1.0 EXECUTIVE SUMMARY The executive summary is provided solely for purposes of overview. Any party who relies on this report must read the full report. The executive summary omits a number of details, any one of which could be crucial to the proper application of this report. Subsurface Conditions The existing artificial fill encountered during our subsurface exploration consisted of fine to coarse sand with some gravel, trace to some silt and trace of cobbles that extended to the maximum depth explored (5 feet below existing ground surface). These soils have very low expansion potential and were found to be damp to moist and firm to dense in relative density. Site Development • The site is located within the lower level of an ongoing two -story construction that will include several stores, restaurant and service centers. • The site is presently constructed with exterior and interior columns, column footings and steel ceiling frames, and is founded on existing fill soils. • Site preparation for the proposed development area will include removal of all deleterious material and miscellaneous debris. • Building Area: It is recommended that the existing soils be scarified by at least 6 to 8 inches, moisture conditioned, and then recompacted in place to a minimum relative compaction of 90 percent of the maximum dry density as determined by Modified Proctor (ASTM D- 1557). During scarification, care should be exercised so as not to undermine the existing foundations. Building Foundation (New) • Shallow spread footing new foundation system designed for a maximum net allowable soil bearing pressure of 3,000 pounds per square foot (psf) supported by properly placed non expansive compacted fill. • Suitable bearing soils are anticipated to exist below finished pad grades upon completion of scarification and recompaction. • Minimum recommended steel reinforcing should consist of four No. 5 bars (2 top and 2 bottom) in continuous wall footings. Building Floor Slab • A minimum 4 -inch thick slab -on -grade is recommended, supported on newly place structural fill soil including a 4 -inch granular base. A 10 -mil vapor barrier is also recommended where moisture concerns are present. • The minimum slab reinforcing is recommended to be standard welded wire fabric (6x6 - W1.4xW1.4WWF) properly positioned in the slab. Construction /Design Considerations Extreme cautions should be exercised to ensure existing foundation are not undermined or affected. Special designs as construction techniques maybe required depending on location of existing and new foundation. It is recommended that Giles review the finalized foundation plans. GILES ENGINEERING ASSOCIATES, INC. Geotechnical Engineering Exploration and Analysis Proposed BJ's Restaurant Seattle, Washington Project No. 2G- 0711005 Page 2 2.0 SCOPE OF SERVICES The scope of services authorized for this project included a visual site reconnaissance, subsurface exploration (test borings), field and laboratory testing, and a geotechnical engineering analysis to provide criteria for preparing the design of new construction foundations and floor slab. Site preparation recommendations and construction /design considerations for the proposed development are also provided. General comments and other limitations relative to this report are presented in Appendix D. 3.0 SITE AND PROJECT DESCRIPTION 3.1 Site Description A new BJ Restaurant is proposed within the complex of Westfield Southcenter Mall located at the northeast corner of Southcenter Parkway and Strandler Boulevard in the City of Seattle, Washington. This major mall is currently occupied by major department stores like Nordstrom, Macy, JC Penny and Sears, and by several stores and service centers. At present, several restaurants, stores and service centers are being constructed along the southerly portion of the mall between Sears and JC Penny; wherein the new BJ Restaurant is included. The subject site is to be located on the lower level of a two -story structure and is bounded on the north, east and west by on going construction of stores and restaurants and on the south by an existing driveway and parking lot then by Strandler Boulevard. A 3 -level parking structure exists to the south of the subject site. At the time of our subsurface exploration, the subject site is constructed with exterior and interior steel columns, column footings and steel ceiling frames, and is founded on fill soils that were presumed place during grading operations for this new structure. These fill soils were found to be firm to dense. No deleterious materials were observed within the fill soils with only minor scattered construction debris. The existing ground level of the site is approximately 2 feet lower than the adjoining finished floor slab to the north. 3.2 Proposed Project Description Although a detailed site plan is not yet ready for our review, it is our understanding that the new BJ restaurant will be a wood - and /or metal frame modular structure with no basement or underground levels. The structure will probably be supported on exterior bearing walls and /or columns and interior columns. The maximum combined dead and live loads are assumed to be 1 to 2 kips per lineal foot on the walls and 20 to 40 kips on the columns. It is assumed that the maximum floor live load will be 100 pounds per square foot (psf). Preliminary project information did not indicate the planned finished floor elevation for the proposed structure. However, as mentioned previously, the existing ground surface within the subject site interior building area is approximately 2 feet lower than the adjoining finish slab grade to the north. W GILES ENGINEERING ASSOCIATES, INC. Geotechnical Engineering Exploration and Analysis Proposed BJ's Restaurant Seattle, Washington Project No. 2G- 0711005 Page 3 Therefore, site grading is anticipated to consist of minor fill to establish the necessary planned finish grade elevations, exclusive of site preparation or scarification requirements necessary to create a stable site suited for the proposed development. 4.0 SUBSURFACE EXPLORATION 4.1 Subsurface Exploration Five test borings were hand- augured for this project to a depth of approximately 5 feet below existing ground surface within the existing interior building area. The approximate test boring locations are shown on the accompanying Test Boring Location Plan (Figure 1). The Test Boring Location Plan and copies of the Test Boring Logs (Records of Subsurface Exploration) are enclosed in Appendix A. Field and laboratory test procedures are enclosed in Appendices B and C, respectively. The terms and symbols used on the Test Boring Logs are defined on the General Notes enclosed in Appendix D. Our subsurface exploration included the collection of soil samples at selected depth intervals from the borings for laboratory testing. A Dynamic Cone Penetration test was performed within the test borings in conformance with ASTM STP 399. The number of hammer -blows required to drive the cone is an indication of the soil strength and density, and is defined as N'- value, which is relatively the same as the Standard Penetration Resistance N- value. 4.2 Subsurface Conditions The subsurface conditions as subsequently described have been simplified somewhat for ease of report interpretation. A more detailed description of the subsurface conditions at the test boring locations are described on the test boring logs enclosed in Appendix A of this report. The following discussion of subsurface conditions is based on results of the field exploration and laboratory testing programs. Fill Soil Fill materials were encountered within all of our exploratory borings and generally consisted of fine to coarse sand with some gravel, trace to little silt and trace of cobbles to the maximum depth explored (5 feet below existing ground surface). These materials were noted to be damp to moist and firm to dense, and have very low expansion potential. Groundwater Groundwater was not encountered at the test boring locations during our subsurface exploration to the maximum depth explored (5 feet). W GILES ENGINEERING ASSOCIATES, INC. Geotechnical Engineering Exploration and Analysis Proposed BJ's Restaurant Seattle, Washington Project No. 2G- 0711005 Page 4 Fluctuations of the groundwater level, localized zones of perched water, and soil moisture content should be anticipated during and following the rainy season. Irrigation of landscaped areas on or immediately adjacent to the site can also cause a fluctuation of local or perched groundwater levels. 5.0 LABORATORY TESTING Several laboratory tests were performed on selected samples considered representative of those encountered in order to evaluate the engineering properties of onsite soils underlying the site. The following are brief description of our laboratory test results. In Situ Moisture Tests were performed on select samples from the test borings to determine the subsoils in place moisture contents. The results of these tests are included in the Test Boring Logs enclosed in Appendix A. Sieve Analysis Sieve Analysis was performed on a selected sample from the near surface soil within Test Boring 5 to assist in soil classification. This test was performed in accordance with Test Method ASTM C 136 -96a. The result of this test is presented as Figure 2 in Appendix A. The result of the above described testing indicated that the test sample at depth 0 to 1 feet had sand content of 55 percent, gravel content of 41 percent and silt content of 4 percent. Therefore, the onsite soil at depth 0 to 1 feet generally consist of SP materials, per USCS Soil Classification System. Passing No. 200 Sieve Sieve Analyses (Passing No. 200 Sieve) were performed in accordance with Test Method ASTM D 1140 -00 on selected samples from Test Boring No. 5 to assist in soil classification. The results of these tests indicated that the existing fill materials had fines (silt) of approximately 13 to 22 percent at depths of approximately 1 to 2 feet and 3 to 4 feet below existing grade, respectively. Results of these tests are included on the Test Boring Logs enclosed in Appendix A. 6.0 CONCLUSIONS AND RECOMMENDATIONS Conditions imposed by the proposed development have been evaluated on the basis of the assumed floor elevation, engineering characteristics of the subsurface materials encountered in the test borings and their anticipated behavior both during and after construction. W GILES ENGINEERING ASSOCIATES, INC. W GILES ENGINEERING ASSOCIATES, INC. Geotechnical Engineering Exploration and Analysis Proposed BJ's Restaurant Seattle, Washington Project No. 2G- 0711005 Page 6 Based on our research, the subject site is situated within the Liquefaction Susceptibility Map of King County, Washington determined by the Washington State Department of Natural Resources (2004). The site is in an area designated as a moderate to high susceptibility to liquefaction. Since the site has been graded and new isolated column footings were being constructed at the time of our field exploration, it is our professional opinion that the recent site development performed, which include a much larger structure than covered by this report, has considered the effects of liquefaction potential and standard design procedures are considered appropriately. It is therefore, recommended that a copy of the geotechnical report for the existing construction be obtained and provided for our review so that we can confirm that standard construction procedure are acceptable and appropriate. 6.2 Geotechnical Design Considerations The geotechnical aspects of the site that are of principal significance in site development are the non - uniformity of existing fill and the position of new and existing foundations as previously discussed. It is anticipated that additional interior isolated column footings and continuous footing foundation system will be needed within the building. 6.3 Site Development Recommendations The following recommendations for site development have been based upon the assumed floor elevation and new foundation bearing grades, the conditions encountered at the test boring locations and the time of year in which the exploration was performed. Assumptions with respect to new and existing foundation locations and elevations are discussed in Section 6.0 of this report. Site Clearing Before the start of grading operations, the construction area should be cleared of any miscellaneous debris and other deleterious material. Clearing operations should also include the removal of all trash, construction debris and loose soil. The clearing should be observed by the geotechnical engineer to help contractors determine appropriate clearing or stripping depths. New Construction Area After site clearing operations, and prior to placement of fill, the exposed surfaces approved for fill placement should first be scarified to an approximate depth of at least 6 to 8 inches, moisture conditioned, and then recompacted in place to a minimum relative compaction of at least 90% of the maximum dry density as determined by Modified Proctor (ASTM D- 1557). A representative of the project geotechnical consultant should be present on site during grading operations to verify proper placement and adequate compaction of all fills. W GILES ENGINEERING ASSOCIATES, INC. W GILES ENGINEERING ASSOCIATES, INC. Geotechnical Engineering Exploration and Analysis Proposed BJ's Restaurant Seattle, Washington Project No. 2G- 0711005 Page 10 within the zone of footing influence and for direct foundation support should exhibit at least a stiff comparative consistency (average q„ of at least 1.5 tsf) for cohesive soils or a firm relative density (average N value of at least 12) for non - cohesive soils for the recommended 3,000 psf allowable soil bearing pressure. For design and construction estimating purposes, suitable bearing existing soils are expected to be encountered at nominal foundation embedment depth based upon the manner in which the new construction area is recommended to be prepared. Evaluation of the foundation bearing soils is recommended to be performed by the geotechnical engineer at the time of construction prior to placement of reinforcing steel. Evaluation is recommended to be performed to a sufficient depth below the bearing grade to verify the recommended suitable bearing materials. Evaluation of the subgrade within the zone of footing influence prior to fill placement should be performed using appropriate bearing capacity testing methods and in -situ testing equipment such as dynamic or static cone penetrometers depending upon the material and should typically include testing to a depth of 4 feet below the structural fill subgrade or footing bearing grade. The actual depth of evaluation may be revised at the discretion of the geotechnical engineer. If unsuitable bearing soils are encountered, they should be recompacted in -place if feasible, or excavated to a suitable bearing soil subgrade and to a lateral extent as defined by Item No. 3 of the enclosed Guide Specifications, with the excavation backfilled with structural compacted fill to develop a uniform bearing grade. Soils that may become disturbed or softened after footing excavation may also be removed and replaced with lean cement slurry extending at least 6 inches beyond the edges of the footing or the footings constructed by the practice of locally thickening or stepping footings to achieve adequate embedment within suitable bearing soils. Foundation Embedment (Newly Constructed) We recommend that exterior foundations extend at least 18 inches below the adjacent exterior grade. Interior footings may be supported at nominal depth below the floor. All footings must be protected against weather and water damage during and after construction, and must be supported within suitable bearing materials. Estimated Foundation Movement (Newly Constructed) Post - construction total and differential movement (settlement and/or heave) of a shallow foundation system designed and constructed in accordance with the recommendations provided in this report are estimated to be less than 1.0 and 0.5 inch, respectively. The estimated differential movement is anticipated to result in an angular distortion of less than 0.002 inch per inch on the basis of a minimum clear span of 20 feet. The maximum estimated total and differential movement is considered within tolerable limits for the proposed structure provided it is appropriately considered in the structural design. Cec GILES ENGINEERING ASSOCIATES, INC. Geotechnical Engineering Exploration and Analysis Proposed BJ's Restaurant Seattle, Washington Project No. 2G- 0711005 Page 11 6.6 Interior Floor Slab Recommendations Subgrade The floor slab subgrade should be prepared in accordance with the appropriate recommendations presented in the Site Development Recommendations section of this report. Foundation, utility trenches and other below -slab excavations should be backfilled with structural compacted fill in accordance with the project specifications. Design The ground floor of the proposed structure may be designed and constructed as a slab -on -grade supported by a properly prepared subgrade consisting of suitable existing soil and /or properly compacted fill. The floor slab is recommended to be a minimum of 4 inches in thickness. Reinforcing is recommended to consist of standard welded wire fabric (6X6- WI.4XW1.4 WWF). However, additional slab thickness, reinforcement, joint details and other parameters should be provided as required by the project structural engineer or project architect. The slab is recommended to be underlain by a 4 -inch thick layer of compacted granular material. A minimum 10 -mil synthetic sheet should be placed below the floor slab to serve as a vapor retarder where required to protect moisture sensitive floor coverings (i.e. tile, or carpet, etc.). The sheets of the vapor retarder material should be evaluated for holes and/or punctures prior to placement and the edges overlapped and taped. If materials underlying the synthetic sheet contain sharp, angular particles, a layer of sand approximately 2 inches thick or a geotextile should be provided to protect it from puncture. An additional 2 -inch thick layer of sand may be needed between the slab and the vapor barrier to promote proper curing. The sand layers above and below the synthetic sheeting may be used as a substitute for the granular material below the slab. Proper curing techniques are recommended to reduce the potential for shrinkage cracking and slab curling. Estimated Movement With proper site preparation and construction observation, the post- construction total and differential movement (settlement and /or heave) are estimated to be less than 0.5 and 0.3 inch, respectively. The estimated differential movement is anticipated to occur across a span equivalent to one -half of the short dimension of the structure and is expected to be within tolerable levels provided it is considered in the structural design. W GILES ENGINEERING ASSOCIATES, INC. Geotechnical Engineering Exploration and Analysis Proposed BJ's Restaurant Seattle, Washington Project No. 2G- 0711005 Page 12 6.7 Pavement As mentioned previously in this report, driveway, parking lot structure and parking stalls already exist around the subject site. Therefore, we will not provide any pavement recommendations in this report. However, in the event that new pavement will be required in the development of this new restaurant, our firm can provide supplemental pavement recommendations, as an addendum to this report. © Giles Engineering Associates, Inc. 2007 g:ldatalgeotechnlcal1200712g- 0711005 bj's seattle, wakreport.docIeg/hmd W GILES ENGINEERING ASSOCIATES, INC. The Boring Location Plan contained herein was prepared based upon information supplied by Giles' client, or others, along with Giles' field measurements and o bservations. The diagram is presented for conceptual purposes only and is intended to assist the reader in report interpretation_ The Test Boring Logs and related information enclosed herein depict the subsurface (soil and water) conditions encountered at the specific boring locations on the date that the exploration was performed. Subsurface conditions may differ between boring locations and within areas of the site that were not explored with test borings. The subsurface conditions may also change at the boring locations over the passage of time. APPENDIX A FIGURES AND TEST BORING LOGS GILES ENGINEERING ASSOCIATES, INC. 1521 EAST ORANGETHORPE AVENUE, SUITE B q & ILES E NGINEERING ASSOCIATES, INC. FULLERTON, CA 92831 (714)879 -8436 FIGURE 1 TEST BORING LOCATION PLAN PROPOSED BJ'a RESTAURANT 633 SOUTHCENTER SEATTLE, WASHINGTON DESIGNED DRAWN SCALE DATE REVISED EG JSZ approx. 1"40' 12.18-07 -- PROJECT NO.: 2G -0711005 CAD No. 290711005•b1p IR3I 1 3$ . — PA TO M • Y'S GRILL & LOUNGE a 7844 sf 1 co LEGEND: 0 ® BM GEOTECHNICAL TEST BORING BENCHMARK: TOP OF CONCRETE SLAB ON THE CORNER OF THE BUILDING. ASSUMED ELEVATION = 100.0' 3 04) . 3 .V - le O_39► 3t'''t' , �!� ae' -g• r:h' 4 �' , X2. 6 34Y-t" NOTES: 1.) DIMENSIONS INDICATE THE APPROXIMATE METHOD OF LOCATING THE TEST BORINGS IN THE FIELD RELATIVE TO THE EXISTING WALL. 2.) BASE MAP DEVELOPED FROM AN OVERALL SITE PLAN, UNDATED, PROVIDED BY THE CUENT. i e eases• eeeeeeee eeeeeeeeeeeeeeee•eeeeeeeeeeee 100 F 90 80 P R 70 C N T 50 E 50 R B Y 40 w E G30 T 20 10 0 U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS 6 4 3 2 5 1 3/4 112 3/8 3 4 6 810 14 16 20 30 40 50 70100140 200 1 • • • I I Specimen Identification 5 0.0 Specimen Identification 5 0.0 100 10 1 GRAIN SIZE IN MILLIMETERS D100 38.10 Classification POORLY GRADED SAND with GRAVEL SP D60 5.01 PROJECT Proposed BJ's Restaurant - Seattle, WA FIGURE 2 D30 0.639 D10 0.1235 0.1 COBBLES GRAVEL coarse fine SAND coarse[ medium I fine SILT OR CLAY MC% %Gravel 41.0 LL GRADATION CURVES GILES ENGINEERING AND ASSOCIATES, INC. 0.01 PL %Sand 55.0 HYDROMETER PI JOB NO. 2G- 0711005 DATE 12/21/07 Cc 0.66 0.001 Cu 40.6 %Silt I %Clay 4.0 l RECORD OF SUBSURFACE EXPLORATION BORING NO. & LOCATION: 1 SURFACE ELEVATION: 98.8 COMPLETION DATE: 11/28/07 FIELD REPRESENTATIVE: Ismael Sapien PROJECT: PROJECT LOCATION: Proposed BJ's Restaurant 633 Southcenter Mall Seattle, Washington GILES PROJECT NUMBER: 2G- 0711005 GILES ENGINEERING ASSOCIATES, INC. Milwaukee Manta Dallas Wasington, D.C. Los Angeles Orlando MATERIAL DESCRIPTION Gray fine to coarse Sand with Gravel, little Silt, trace of cobbles -Damp to Moist (Fill) Gray Silty fine to coarse Sand with Gravel, trace of cobbles -Moist (Fill) 51 x » Boring Terminated at 5 Feet Feet Below Surface 5 1 -DC 2 -DC 3-DC 4-DC WATER OBSERVATION DATA WATER ENCOUNTERED DURING DRILLING: None WATER LEVEL AFTER REMOVAL: Dry CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Sample No. & Type N' 50 27 32 45 q (tsf) (tsf) (tsf) ( % %) 5 6 7 RID NOTES REMARKS DC = Dynamic Cone Penetrometer N' = per ASTM SW 399 C ,o n�s. s Lo n e In strcatiata Io ast o 2 cat�d Icy n is s o tits l are appr dn�ate g Locati boundeon r Ian. betw soil types. The actual transition may be gradual and may vary considerably between lon wn on a n RECORD OF SUBSURFACE EXPLORATION BORING NO. & LOCATION: 2 SURFACE ELEVATION: 98.5 COMPLETION DATE: 11/28/07 FIELD REPRESENTATIVE: Ismael Sapien PROJECT: PROJECT LOCATION: Proposed BJ's Restaurant 633 Southcenter Mall Seattle, Washington GILES PROJECT NUMBER: 2G- 0711005 GILES ENGINEERING ASSOCIATES, INC. Milwaukee Atlanta Dallas Wasington, D.C. Los Angeles Orlando MATERIAL DESCRIPTION Gray fine to coarse Sand with Gravel, little Silt, trace of cobbles -Moist (Fill) Gray Silty fine to coarse Sand with some Gravel, trace of cobbles -Moist (Fill) Y Boring Terminated at 5 Feet Feet Below Surface 5 1 -DC 2 -DC 3 -DC 4 -DC WATER OBSERVATION DATA WATER ENCOUNTERED DURING DRILLING: None WATER LEVEL AFTER REMOVAL: Dry CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Sample No. & Type N' 32 26 17 29 q. (ts Itsf) ( (%o) 7 6 8 PID NOTES REMARKS DC = Dynamic Cone Penetrometer N' = per ASTM SW 399 C ons. ee og Lowdon of in strata i4 dIes ca t ted o ng s rr the lies wn o are n a n apprcdn e L P boundar laben. tween soil types. The actual transition may be gradual and may vary considerably between b RECORD OF SUBSURFACE EXPLORATION BORING NO. & LOCATION: 3 SURFACE ELEVATION: 99.2 COMPLETION DATE: 11/28/07 FIELD REPRESENTATIVE: Ismael Sapien PROJECT: PROJECT LOCATION: Proposed BJ's Restaurant 633 Southcenter Mall Seattle, Washington GILES PROJECT NUMBER: 2G- 0711005 GILES ENGINEERING ASSOCIATES, INC. Milwaukee Atlanta Dallas Wasington, D.C. Los Angeles Orlando MATERIAL DESCRIPTION Gray fine to coarse Sand with some Gravel, little Silt, trace of cobbles -Damp to Moist (Fill) Gray Silty fine to coarse Sand with some Gravel -Damp (Fill) Boring Terminated at 5 Feet Feet Below Surface 5 1 -DC 2 -DC 3 -DC 4 -DC WATER OBSERVATION DATA WATER ENCOUNTERED DURING DRILLING: None WATER LEVEL AFTER REMOVAL: Dry CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Sample No. & Type N' 42 37 35 46 qu (tsf) (tsf) (tsf) ( %) 4 6 5 PID NOTES REMARKS DC = Dynamic Cone Penetrometer N' = per ASTM STP 399 Ch nges in strata of Pe indic ted a b the lir are approximat a Bonng e Locatio bounda ra ri.pet n. ween sot types. The actual transition may be gradual and may vary considerably between born s. Loca tion ri s sh on RECORD OF SUBSURFACE EXPLORATION BORING NO. & LOCATION: 4 SURFACE ELEVATION: 98.1 COMPLETION DATE: 11/28/07 FIELD REPRESENTATIVE: Ismael Sapien PROJECT: PROJECT LOCATION: Proposed BJ's Restaurant 633 Southcenter Mall Seattle, Washington GILES PROJECT NUMBER: 2G- 0711005 GILES ENGINEERING ASSOCIATES, INC. Milwaukee Manta Dallas Wasington, D.C. Los Angeles Orlando MATERIAL DESCRIPTION Gray fine to coarse Sand with Gravel, little Silt, trace of cobbles -Damp (Fill) Gray Silty fine to coarse Sand with some Gravel, trace of cobbles -Moist (Fill) V FERN Boring Terminated at 5 Feet Feet Below Surface 5 1 -DC 2 -DC 3 -DC 4-DC WATER OBSERVATION DATA WATER ENCOUNTERED DURING DRILLING: None WATER LEVEL AFTER REMOVAL: Dry CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Sample No. & Type N' 42 15 22 35 qu (tsf) (tSf) (tsf) ( %0) 5 4 4 PID NOTES REMARKS DC = Dynamic Cone Penetrometer N' = per ASTM SW 399 Chgngs. n es Locati strata n Ig by tt lines are a g Lo Plan. boundary between soil types. The actual transition may be gradual and may vary considerably between bori of eat Bonng s s wn on Pte borin RECORD OF SUBSURFACE EXPLORATION BORING NO. & LOCATION: 5 SURFACE ELEVATION: 99.2 COMPLETION DATE: 11/28/07 FIELD REPRESENTATIVE: Ismael Sapien PROJECT: PROJECT LOCATION: Proposed BJ's Restaurant 633 Southcenter Mall Seattle, Washington GILES PROJECT NUMBER: 2G- 0711005 GILES ENGINEERING ASSOCIATES, INC. Milwaukee Atlanta Dallas Wasington, D.C. Los Angeles Orlando MATERIAL DESCRIPTION Gray fine to coarse Sand with Gravel, little Silt and trace of cobbles -Damp (Fill) Gray Silty fine to coarse Sand with some Gravel, trace of cobbles -Damp to Moist (Fill) VL Boring Terminated at 5 Feet Feet Below Surface 5 1 -DC 2 -DC 3 -DC 4 -DC WATER OBSERVATION DATA WATER ENCOUNTERED DURING DRILLING: None WATER LEVEL AFTER REMOVAL: Dry CAVE DEPTH AFTER REMOVAL: WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS: Sample No. & Type N' 16 29 17 45 q. (tsf (tsf) q. (tsf ( %) 7 4 4 PID NOTES P200 =13% P200 =22% REMARKS DC = Dynamic Cone Penetrometer N' = per ASTM STP 399 g hhnges in cation off e strata in � k st o g s a at i h the Iles are n e o n a�rQcirrr ate g L oca bour�d ar tan betwe en soft types. The actual transition may he gradual and may vary considerably between o n s. Lo own o APPENDIX B FIELD PROCEDURES The field operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) designation D 420 entitled "Standard Guide for Sampling Soil and Rock" and/or other relevant specifications. Soil samples were preserved and transported to Giles' laboratory in general accordance with the procedures recommended by ASTM designation D 4220 entitled "Standard Practice for Preserving and Transporting Soil Samples." Brief descriptions of the sampling, testing and field procedures commonly performed by Giles are provided herein. GILES ENGINEERING ASSOCIATES, INC. Auger Sampling (AU) FIELD SAMPLING AND TESTING PROCEDURES Soil samples are removed from the auger flights as an auger is withdrawn above the ground surface. Such samples are used to determine general soil types and identify approximate soil stratifications. Auger samples are highly disturbed and are therefore not typically used for geotechnical strength testing. Split - Barrel Sampling (SS) - (ASTM D -1586) A split - barrel sampler with a 2 -inch outside diameter is driven into the subsoil with a 140 -pound hammer, free - falling a vertical distance of 30 inches. The summation of hammer -blows required to drive the sampler the final 12 inches of an 18 -inch sample interval is defined as the "Standard Penetration Resistance" or "N- value." The N -value is representative of the soils' resistance to penetration. The N -value is therefore an index of the relative density of granular soils and the comparative consistency of cohesive soils. A soil sample is collected from each SPT interval. Shelby Tube Sampling (ST) - (ASTM D -15871 A relatively undisturbed soil sample is collected by hydraulically advancing a thin - walled Shelby Tube sampler into a soil mass. Shelby Tubes have a sharp cutting edge and are commonly 2 to 5 inches in diameter. Unless otherwise noted, Giles uses 3- inch - diameter tubes. Bulk Sample (BS) A relatively large volume of soil is collected with a shovel or other manually - operated tool. The sample is typically transported to Giles' materials laboratory in a sealed bag or bucket. Dynamic Cone Penetration Test (DC) - (ASTM STP 399) This test is conducted by driving a 1.5- inch - diameter cone into the subsoil using a 15 -pound steel ring (hammer), free - falling a vertical distance of 20 inches. The number of hammer -blows required to drive the cone 1 Ya inches is an indication of the soil strength and density, and is defined as "N." The Dynamic Cone Penetration test is commonly conducted in hand auger borings, test pits and within excavated trenches. - Continued - GILES ENGINEERING ASSOCIATES, INC. Ring -Lined Barrel Sampling - (ASTM A 35501 In this procedure, a ring -lined barrel sampler is used to collect soil samples for classification and laboratory testing. This method provides samples that fit directly into laboratory test instruments without additional handling /disturbance. Sampling and Testing Procedures The field testing and sampling operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and /or other relevant specifications. Results of the field testing (i.e. N- values) are reported on the Test Boring Logs. Explanations of the terms and symbols shown on the logs are provided on the appendix enclosure entitled "General Notes." GILES ENGINEERING ASSOCIATES, INC. APPENDIX C LABORATORY TESTING AND CLASSIFICATION The laboratory testing was conducted under the supervision of a geotechnical engineer in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and /or other relevant specifications. Brief descriptions of laboratory tests commonly performed by Giles are provided herein. c(5 GILES ENGINEERING ASSOCIATES, INC. Photoionization Detector (PID) LABORATORY TESTING AND CLASSIFICATION In this procedure, soil samples are "scanned" in Giles' analytical laboratory using a Photoionization Detector (PID). The instrument is equipped with an 11.7 eV lamp calibrated to a Benzene Standard and is capable of detecting a minute concentration of certain Volatile Organic Compound (VOC) vapors, such as those commonly associated with petroleum products and some solvents. Results of the PID analysis are expressed in HNu (manufacturer's) units rather than actual concentration. Moisture Content (w) (ASTM D 2216) Moisture content is defined as the ratio of the weight of water contained within a soil sample to the weight of the dry solids within the sample. Moisture content is expressed as a percentage. Unconfined Compressive Strength (qu) (ASTM D 2166) An axial load is applied at a uniform rate to a cylindrical soil sample. The unconfined compressive strength is the maximum stress obtained or the stress when 15% axial strain is reached, whichever occurs first. Calibrated Penetrometer Resistance (qp) The small, cylindrical tip of a hand -held penetrometer is pressed into a soil sample to a prescribed depth to measure the soils capacity to resist penetration. This test is used to evaluate unconfined compressive strength. Vane -Shear Strength Sqs) The blades of a vane are inserted into the flat surface of a soil sample and the vane is rotated until failure occurs. The maximum shear resistance measured immediately prior to failure is taken as the vane -shear strength. Loss - Ignition (ASTM D 2974: Method C) The Loss -On- Ignition (L.O.I.) test is used to determine the organic content of a soil sample. This procedure is conducted by heating a dry soil sample to 440 °C in order to burn - off or "ash" organic matter present within the sample. The L.O.I. value is the ratio of the weight lost due to ignition compared to the initial weight of the dry sample. L.O.I. is expressed as a percentage. GILES ENGINEERING ASSOCIATES, INC. 'article Size Digtribution (ASTM D 421. D 422. and D 1140) This test is performed to determine the distribution of specific particle sizes (diameters) within a soil sample. The distribution of coarse - grained soil particles (sand and gravel) is determined from a "sieve analysis," which is conducted by passing the sample through a series of nested sieves. The distribution of fine- grained soil particles (silt and clay) is determined from a "hydrometer analysis," which is based on the sedimentation of particles suspended in water. Consolidation Test (ASTM D 2435) In this procedure, a series of cumulative vertical loads are applied to a small, lateral ly confined soil sample. During each load increment, vertical compression (consolidation) of the sample is measured over a period of time. Results of this test are used to estimate settlement and time rate of settlement. Classification of Samples Each soil sample was visually- manually classified, based on texture and plasticity, in general accordance with the Unified Soil Classification System (ASTM D- 2488 -75). The classifications are reported on the Test Boring Logs. Laboratory Testing The laboratory testing operations were conducted in general accordance with the procedures recommended by the American Society for Testing and Materials (ASTM) and /or other relevant specifications. Results of the laboratory tests are provided on the Test Boring Logs or other appendix enclosures. Explanation of the terms and symbols used on the logs is provided on the appendix enclosure entitled "General Notes." GILES ENGINEERING ASSOCIATES, INC. 2 S • 5 G T 1 9 b .5 20 ss 30 AO So GO TO Go 90 I 1 1 i I I T I 1 1 1 I 1 1 1 I I I I ASTM SOIL CLASSFICATION s'ITLM• Glr ; I1f••Gaa Oast,f.calan1 !!II! I fr iv im If It i is 1 a a z � rw 1 I I AASMSO SOIL CLAS$IFICATON �>f1f>� ••z I • - 2 - f A.• 1 I A., 1 F • g. I .- ii I I l I flnli&L AnATION LOWNISTPATION SO4 CL•SSIFICATIO,. I , ` ,. I I 1 t• E -� IrI t C I•4 1 j C. MIK CU MG s 1 10 E 20 r so 11(s!S'1A2 w •ALVC•II' e 70 so I I . I' It I' I I t10 i WOOVLUS OF s20GAA0[ II(ACTION 200 1 1 -t RI a[P I 230 ]00 W *CO SOO GOO too i I I { 1 10 I B5AMIG 5Atu[. 20 1 PG r !0 SO GO 1 1 , I CALIFOPN• BLAAPIG A•Tm - CEP 3 • 5 • 7 B 9 10 6 20 26 30 40 • 7o GO 70 BO IOC Unless a CBR test has been specifically requested by the client or heavy traffic loads are expected, the CBR is estimated from published charts, based on soil classification and strength characteristics. A typical correlation chart is indicated below. CALIFOANIA GEARING 14 T 1 0•a11 GILES ENGINEERING ASSOCIATES, INC. APPENDIX D GENERAL INFORMATION GILES ENGINEERING ASSOCIATES, INC. This report has been based on assumed conditions /characteristics of the proposed development where specific information was not available. It is recommended that the architect, civil engineer and structural engineer along with any other design professionals involved in this project carefully review these assumptions to ensure they are consistent with the actual planned development. When discrepancies exist, they should be brought to our attention to ensure they do not affect the conclusions and recommendations provided herein. The project plans and specifications may also be submitted to Giles for review to ensure that the geotechnical related conclusions and recommendations provided herein have been correctly interpreted. The analysis of this site was based on a subsoil profile interpolated from a limited subsurface exploration. If the actual conditions encountered during construction vary from those indicated by the borings, Giles must be contacted immediately to determine if the conditions alter the recommendations contained herein. The conclusions and recommendations presented in this report have been promulgated in accordance with generally accepted professional engineering practices in the field of geotechnical engineering. No other warranty is either expressed or implied. GILES ENGINEERING ASSOCIATES, INC. CHARACTERISTICS AND RATINGS OF UNIFIED SOIL SYSTEM CLASSES FOR SOIL CONSTRUCTION * Class Compaction Characteristics Max. Dry Density Standard Proctor Compressibility and Expansion Drainage and Permeability Value as an Embankment Material Value as Subgrade When Not Subject to Frost Value as Base Course Value as Temporary Pavement With Dust Palliative With Bituminous Treatment GW Good: tractor, rubber- tired, steel wheel or vibratory roller I25 -135 Almost none Good drainage, pervious Very stable Excellent Good Fair to Poor Excellent GP Good: tractor, rubber- tired, steel wheel or vibratory roller 115 -125 Almost none Good drainage, pervious Reasonably stable Excellent to good Poor to fair Poor GM Good: rubber -tired or light sheepsfoot roller 120 -135 Slight Poor drainage, semipervious Reasonably stable Excellent to good Fair to poor Poor Poor to fair GC Good to fair: rubber -tired or sheepsfoot roller 115 -130 Slight Poor drainage, impervious Reasonably stable Good Good to fair ** Excellent Excellent SW Good: tractor, rubber -tired or vibratory roller 110 -130 Almost none Good drainage, pervious Very stable Good Fair to poor Fair to poor Good SP Good: tractor, rubber -tired or vibratory roller 100 -120 Almost none Good drainage, pervious Reasonably stable when dense Good to fair Poor Poor Poor to fair SM Good: rubber -tired or sheepsfoot roller 110 -125 Slight Poor drainage, impervious Reasonably stable when dense Good to fair Poor Poor Poor to fair SC Good to fair: rubber -tired or sheepsfoot roller I05 -125 Slight to medium Poor drainage, impervious Reasonably stable Good to fair Fair to poor Excellent Excellent ML Good to poor rubber -tired or sheepsfoot roller 95 -120 Slight to medium Poor drainage, impervious Poor stability, high density required Fair to poor Not suitable Poor Poor CL Good to fair: sheepsfoot or rubber -tired roller 95 -120 Medium No drainage, impervious Good stability Fair to _poor Poor Not suitable Not suitable Poor Not suitable Poor Not suitable OL Fair to poor sheepsfoot or rubber -tired roller 80 -100 Medium to high Poor drainage, impervious Unstable, should not be used MB Fair to poor: sheepsfoot or rubber -tired roller 70 -95 High Poor drainage, impervious Poor stability, should not be used Poor Not suitable Very poor Not suitable r CH Fair to poor: sheepsfoot roller 80 -105 Very high No drainage, impervious Fair stability, may soften on expansion Poor to very poor Not suitable Very poor Not suitable OH Fair to poor sheepsfoot roller 65 -100 High No drainage, impervious Unstable, should not be used Very poor Not suitable Not suitable Not suitable Pt Not suitable Very high Fair to poor drainage Should not be used Not suitable Not suitable Not suitable Not suitable eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee The Unified Classification: Appendix A - Characteristics of Soil, Groups Pertaining to Roads and Airfields, and Appendix B - Characteristics of Soil Groups Pertaining to Embankments and Foundations," Technical Memorandum 357, U.S. Waterways Ixperiment Station, Vicksburg, 1953. Not suitable if subject to frost. GILES ENGINEERING ASSOCIATES, INC. Major Divisions Group Symbols Typical Names Laboratory Classification Criteria Coarse grained soils (More than hall of material is larger than No. 200 sieve size/ I Gravels (More then half of coarse fraction is larger than No. 4 sieve size) 1 Clean gravels (Little or no lines/ GW Wag-graded gravel-sand mix• tures, little Determine percentages of sand and gravel (torn grarn•size curve. Oepentiny on percentage of fines (traction smaller than No. 200 sievest:id. coarse grained soils are classified as follows: Less than 5 per cent GW, GP. SW, SP More than 12 per cent GM, GC, SM. SC 5 to 12 per cent Borderline cases requiring dual symbols 064 (D301 Ctr .. greater than 4; 0 ,0 D X D between t and 3 t0 60 GP Poorly graded and mix• tures, little or no fines Not meeting all gradation requirements for GW Gravels with lines (Appreciable amount of fines) GM' Silty grave mixtures Id u Atterberg limits below "A' line or Pi less than 4 Above "A" line with P.I. between 4 and 7 are border• line cases requiring use of dual symbols GC Clayey gravels, lay mix- lures Atterberg limits below • "A" tine wilts P.I. greater than 7 Sands More than halt of coarse fraction is smaller than No. 4 sieve size) Clean sands (Little or no lines) SW Well sands, gravelly sands, little or no fines Deo C • — greater than 6. C Dlo • 0 30 17 between 1 and 3 010Y Deo SP Poorly graded y sands, little or no fines Not meeting all gradation requirements for SW Sands with fines ( Apprecrabte amount of fined SM 11 Silty sands, sand -silt mixtures u Atterberg limits above "A" line or P I less than 4 Limits olOtting in hatched zone with P between 4 and 7 are borderline cases `equating use of duol svm• boll SC Clayey sand Atterberg limits above'•A" hne with P I greater than J Inorganic silts and VetV fine sands, ML rock flour_ silty or clayey fine sands. or clayey silIS with slight plasticity Plasticity Chart (50 Inorganic , CL plasticity, gravelly clays. sandy clays• silty clays, lean clays F— a OL Organic silts and organic silty clays of low plasticity h c I CH' A , Silts and clays (Liquid limit greater than 501 Inorganic sots, micaceous 01 diatoms MH ceous line sandy or silly soils, elastic silts ,, 1 -v. ;P OH and MH CH Inorganic clays of high plasticity, fat clays :v- 10 0 CL , i i — I -- f OH Organic clays of medium to high plasticity, organic silts CL ML %////- • ML and OL 0 10 20 30 40 50 60 1 0 80 90 100 Liquid limit Pt Peat and other highly organic soils UNIFIED SOIL CLASSIFICATION SYSTEM. (ASTM 0 -2487) Division of GM and SM groups into tub0ivasions of d and u are for roads and airfields only Subdivision is based on Acterberg Omits: suffix d used when L.L. is 28 or less and the P.t, is a or test the suffix u used when L.L. is greater than 28. b gorderline classifications. used for sells n ing characteristics of two groups. are designated by combinations er group symbols For •iienoie GW•GC, wNI.graeed grovel -sand mixture with clay binder GILES ENGINEERING ASSOCIATES, INC. GENERAL NOTES SAMPLE IDENTIFICATION All samples are visually classified in general accordance with the Unified Soil Classification System (ASTM D 2487 - 75 or D 2488 - 75) DESCRIPTIVE TERM (% BY DRY WEIGHT) PARTICLE SIZE (DIAMETER) Trace: 1 -10% Boulders: 8 in and larger Little: 11 -20% Cobbles: 3 in to 8 in Some: 21 -35% Gravel: coarse -' to 3 in And/Adjective 36-50% fine - No. 4 (4.76 mm) to' in Sand: coarse - No. 4 (4.76 mm) to No. 10 (2.0 mm) medium - No. 10 (2.0 mm) to No. 40 (0.42 mm) fine - No. 40 (0.42 mm) to No. 200 (0.074 mm) Silt: No. 200 (0.074 mm) and smaller (Non- plastic) Clay: No. 200 (0.074 mm) and smaller (Plastic) SOIL PROPERTY SYMBOLS DRILLING AND SAMPLING SYMBOLS Dd: Dry Density (pcf) SS: Split -Spoon LL: Liquid Limit, percent ST: Shelby Tube :3" O.D. (except where noted) PL: Plastic Limit, percent CS: 3" O.D. California Ring Sampler PI: Plasticity Index (LL -PL) DC: Dynamic Cone Penetrometer per ASTM LOI: Loss on Ignition, percent Special Technical Publication No. 399 Gs: Specific Gravity AU: Auger Sample K: Coefficient of Permeability DB: Diamond Bit w: Moisture content, percent CB: Carbide Bit qp: Calibrated Penetrometer WS: Wash Sample Resistance, tsf RB: Rock - Roller Bit qs: Vane -Shear Strength, tsf BS: Bulk Sample qu: Unconfined Compressive Strength, tsf Note: Depth intervals for sampling shown on Record of qc: Static Cone Penetrometer Resistance Subsurface Exploration are not indicative of sample Correlated to Unconfined Compressive Strength, tsf recovery, but position where sampling initiated PID: Results of vapor analysis conducted on representative samples utilizing a Photoionization Detector calibrated to a benzene standard. Results expressed in HNU -units (BDL =Below Detection Limits) N: Penetration Resistance per 6 inch interval, or fraction thereof, for a standard 2 inch O.D. (1% inch I.D.) split spoon sampler driven with a 140 pound weight free - falling 30 inches. Performed in general accordance with Standard Penetration Test Specifications (ASTM D- 1586). N in blows per foot equals sum of N values where plus sign is shown Nc: Penetration Resistance per 1% inches of Dynamic Cone Penetrometer. Approximately equivalent to Standard Penetration Test N -Value in blows per foot. Nr: Penetration Resistance per 6 inch interval, or fraction thereof, for California Ring Sampler driven with a 140 pound weight free - falling 30 inches per ASTM D -3550. Not equivalent to Standard Penetration Test N- Value. SOIL STRENGTH CHARACTERISTICS COHESIVE (CLAYEY) SOILS NON- COHESIVE (GRANULAR) SOILS UNCONFINED COMPARATIVE BLOWS PER COMPRESSIVE RELATIVE BLOWS PER CONSISTENCY FOOT (N) STRENGTH (TSF) DENSITY FOOT (N) Very Soft 0-2 0 -0.25 Very Loose 0-4 Soft 3 -4 0.25 -0.50 Loose 5 -10 Medium Stiff 5 -8 0.50 -1.00 Firm 11 -30 Stiff 9 -15 1.00 -2.00 Dense 31 -50 Very Stiff 16 -30 2.00 -4.00 Very Dense 51+ Hard 31+ 4.00+ DEGREE OF DEGREE OF PLASTICITY PI EXPANSIVE POTENTIAL PI None to Slight 0-4 Low 0 -15 Slight 5 -10 Medium 15 -25 Medium 11 -30 High 25+ High to Very High 31+ GILES ENGINEERING ASSOCIATES, INC. Important Intorniation Aout Your Geotechilical Engineering Report Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes. The following information is provided to help you manage your risks. Ceotecinical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geolechnical engineering study conducted for a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solely for the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one not even you — should apply the report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on A Unique Sat of Project - Specific factors Geotechnical engineers consider a number of unique, project - specific fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise, do not rely on a geotechnical engineering report that was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when as changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, • elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes —even minor ones—and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineer- ing report whose adequacy may have been affected by: the passage of time; by man -made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctua- tions. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engi- neers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ— sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Heal Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engi- neers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations If that engineer does not perform construction observation. A Geotechnical Eiineering Report Is Subject to Misinterpretation Other design team members` misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geo- technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should never be redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and /or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contrac- tors have sufficient time to perform additional study. Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled 'limitations' many of these provisions indicate where geotechnical engineers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenviron- mental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoen- vironmental information, ask your geotechnical consultant for risk man- agement guidance. Do not rely on an environmental report prepared for someone else. Obtain Professional Assistance To Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture can lead to the development of severe mold infestations, a nurn- ber of mold prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. Proper Implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Rely, on Your ASHMember Geotecbnciai Engineer for Additional Assistance Membership in ASFE/The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with you ASFE- member geotechnical engineer for more information. ASFE The Beet f..pI..t It'll 8811 Colesville Road/Suite 6106, Silver Spring, MD 20910 Telephone: 3011565 -2733 Facsimile: 301/589 -2017 e -mail: inlo@asfe.org www.asle.org Copyright 2004 by AVE, Inc. Duplication, reproduction, or copying of this document. in whole or in pea. by any means whatsoever: is strictly prohibited, except with ASFE's specific written permission. Excerpting, quoting, or otherwise extracting wording from this document Is permitted only with the express written permission of ASFE, and only for purposes of scholarly research or book review Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report Any other firm, individual, or other entity that so uses this document without being an ASFE member could be committing negligent or Intentional (fraudulent) misrepresentation. IIGEA06045.OM 00000000000000000000000000000000000000000000 Carter :: Burgess, Inc. JOB TITLE BJ's Southcenter WA Address City, State JOB NO. 024203.014 SHEET NO. Phone CALCULATED BY DATE other CHECKED BY DATE STRUCTURAL CALCULATIONS FOR BJ's Southcenter WA Tukwila, WA www.struware.com Carter :: Burgess, Inc. Address City, State Phone other Code Search I. Code: International Building Code 2006 II. Occupancy: Occupancy Group = III. Type of Construction: Fire Rating: Roof Floor = IV. Live Loads: Roof angle (0) Roof 0 to 200 sf: 200 to 600 sf: over 600 sf: Roofs used for assembly Floor Stairs & Exitways Balcony Mechanical Partitions V. Wind Loads : ASCE 7 - 05 Topoeraphic Factor (Kzt) Topography Hill Height (1-1) Half Hill Length (Lh) Actual H/Lh = Use H/Lh = Modified Lh = From top of crest: x= Bldg up /down wind? H/Lh= 0.50 x/Lh = 0.31 z/Lh= 0.11 At Mean Roof Ht: Kzt = (I +K ^2 = B Business 0.0 hr 0.0 hr Importance Factor 1.15 Basic Wind speed 85 mph Directionality (Kd) 0.85 Mean Roof Ht (h) 18.0 ft Parapet ht above grd 55.0 fl Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +1-0.18 Building length (L) 135.0 ft Least width (B) 115.0 ft Kh case 1 0.882 Kh case 2 0.882 0.00 /12 0.0 deg 20 psf 24 - 0.02Area, but not less than 12 psf 12 psf 100 psf 50 psf 100 psf 100 psf N/A 15 psf Flat 80.0 ft 100.0 ft 0.80 0.50 160.0 ft 50.0 ft downwind K = K2 = K3 = 0.000 0.792 1.000 JOB TITLE BJ's Southcenter WA JOB NO. 024203.014 CALCULATED BY CHECKED BY V(z) SHEET NO. DATE DATE Speed -up x(upwind) _ x(downwind) HJ2 ESCARPMENT V(z)J www.struware.com ■ Speed -up x(und) wind) Lh aNOM H H 1.000 2D RIDGE or 3D AXISYMMETRICAL HILL Carter :: Burgess, Inc. JOB TITLE BJ's Southcenter WA Address City, State JOB NO. 024203.014 SHEET NO. Phone CALCULATED BY DATE other CHECKED B DATE V. Wind Loads - cont.: Gust Effect Factor h= 18.Oft use this h : 18.0 ft B= 115.0 ft Calculated /z - 15.0 ft Use this /z : 15.0 ft Rigid Structure = 0.20 I= 500 ft Zmin = 15 ft c = 0.20 gQ, gv = 3.4 L = 427.1 ft Q = 0.88 I = 0.23 G = 0.86 use G = 0.85 Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80% open. Ao z 0.8Ag Test for Partially Enclosed Building: Input Ao Ag Aoi Agi 0.0 sf 0.0 sf 0.0 sf 0.0 sf Flexible structure if natural frequency < 1 Hz (T> 1 second). However, rule of thumb if building is if h/B <4 then rigid structure. h/B = 0.16 Therefore, probably rigid structure G = 0.85 Using rigid structure default Flexible or Dynamically Sensitive Structure Natural Frequency (n = 0.0 Hz Damping ratio ((3) = 0 /b = 0.65 /a= 0.15 Vz= 71.8 N1= 0.00 R = 0.000 Rh = 28.282 1 1= 0.000 RB = 28.282 TI = 0.000 R = 28.282 n = 0.000 g = 0.000 R = 0.000 G = 0.000 Ao ? 1. I Aoi Ao> 4'/0.01Ag Aoi / Agi S 0.20 Test YES NO NO Building is NOT Partially Enclosed. Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >= 1.lAoi Ao > smaller of 4' or 0.01 Ag Aoi / Agi <= 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri): If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): Unpartitioned internal volume (Vi) : Ri = Altitude adjustment to constant 0.00256 : Altitude = 0 feet Constant = 0.00256 0 sf 0 cf 1.00 h = 18.0 ft Average Air Density = 0.0765 Ibrn/ft' Surface Transverse Direction Longitudinal Direction 3.5 Perpendicular 0 = 0.0 deg GCpf w / -GCpi w / +GCpi Parallel 0 = Odeg GCpf w / -GCpi w /+GCpi N rn n O 0.40 0.58 0.22 0A0 0.58 0.22 -3.0 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55 -10.0 -0.29 -0.11 -0.47 -0.29 -0.11 -0.47 12.6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 -19.9 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 1E 0.61 0.79 0.43 0.61 0.79 0.43 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.43 -0.25 -0.61 -0.43 -0.25 -0.61 — N M 7 n 9.2 3.5 9.2 3.5 -8.1 -13.9 -8.1 -13.9 -3.0 -8.8 -3.0 -8.8 -1.8 -7.5 -1.8 -7.5 -4.3 -10.0 -4.3 -10.0 -4.3 -10.0 -4.3 -10.0 1E 12.6 6.9 12.6 6.9 2E -14.2 -19.9 -14.2 -19.9 3E -5.6 -11.3 -5.6 -11.3 4E -4.0 -9.7 -4.0 -9.7 V. Wind Loads - MWFRS h560' (Low -rise Buildings) Enclosed /partially enclosed only Carter :: Burgess, Inc. Address City, State Phone other PEYYFNDICQI.AE. SO ILLCCE Transverse Direction Kz =Kh= Base pressure (qh) = GCpi = Windward roof overhangs: Parapet Windward parapet: Leeward parapet: Horizontal MWFRS Simple Diaphragm Pressures (psf) Transverse direction Interior Zone: Wall Roof End Zone: Wall Roof 0.88 (case 1) 15.9 psf +/ -0.18 hid Surface pressures (ps (normal to L) 11.0 psf -5.1 psf 16.6 psf -8.6 psf Longitudinal direction (parallel to L) Interior Zone: Wall 11.0 psf End Zone: Wall 16.6 psf 7nw ;2• l.c OSBor2.5h 2 11 lit gaLLv Pl..EAI.LEL TO 4]G;.B JOB TITLE 13J's Southcenter WA JOB NO. 024203.014 CALCULATED BY CHECKED BY Longitudinal Direction Edge Strip (a) End Zone (2a) Zone 2 length = 10.8 psf (upward) add to windward roof pressure 30.3 psf (GCpn = +1.5) -20.2 psf (GCpn = -1.0) WINDWARD OVERHANG f l WINDWARD ROOF 2 512 or ZONE 2 SHEET NO. DATE DATE Torsional loads are 25% of zones 1 - 4. See code for loading diagram VERTICAL VERTICAL 7.2 ft 14.4 ft 45.0 ft LEEWARD ROOF TRANSVERSE ELEVATION WINDWARD ROOF LEEWARD ROOF I.12 or ZONE 2 LONGITUDINAL ELEVATION GCp +/- GC -3i Surface Pressure (psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 840 sf -1.18 -1.11 -1.08 -18.8 psf -17.7 psf -17.2 psf -18.3 psf -17.2 psf -1.98 -1.49 -1.28 -31.6 psf -23.8 psf -20.4 psf -28.2 psf -20.4 psf -1.98 -1.49 -1.28 -31.6 psf -23.8 psf -20.4 psf -28.2 psf -20.4 psf 0.48 0.41 0.38 10.0 psf 10.0 psf 10.0 psf 10.0 psf 10.0 psf -1.70 -1.63 -1.60 -27.1 psf -26.0 psf -25.5 psf -26.6 psf -25.5 psf -1.70 -1.63 -1.60 -27.1 psf -26.0 psf -25.5 psf -26.6 psf -25.5 psf CCp +/- GCli 10 sf Surface Pressure (psi) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 113 sf -1.17 -1.01 -0.90 -18.7 psf -16.1 psf -14.4 psf -16.9 psf -16.0 psf -1.44 -1.12 -0.90 -23.0 psf -17.9 psf -14.4 psf -19.4 psf -17.6 psf 1.08 0.92 0.81 17.2 psf 14.7 psf 12.9 psf 15.5 psf 14.6 psf Solid Parapet Pressure 10 sf 100 sf 500 sf CASE A : Interior zone : Corner zone : 54.5 psf 54.5 psf 41.4 psf 41.4 psf 34.9 psf 34.9 psf CASE B : Interior zone : Corner zone : -38.1 psf -43.6 psf -31.7 psf -34.0 psf -27.2 psf -27.2 psf • • • • • • • • Roof • • • • • • • Walls • • • • Parapet • • • • • Rooftop Structures & Equipment • Cross - Section Square • Directionality (Kd) 0.90 • Width (D) 10.0 ft • Type of Surface N/A • • • • • • • • • • Carter :: Burgess, Inc. JOB TITLE BJ's Southcenter WA Address City, State JOB NO. 024203.014 SHEET NO. Phone CALCULATED BY DATE other CHECKED B DATE • V. Wind Loads - Components & Cladding: Buildings h560' & Alternate design 60' <h <90' • Kz - Kh (case 1) = 0.88 GCpi = +1 -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 15.9 psf a = 7.2 ft 700sf, MWFRS pressure may be used. • Minimum parapet height at building perimeter = 3.0 ft Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 1&2 Overhang Zone 3 Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 qp = 20.2 psf CASE A = pressure towards building CASE B = pressure away from building Roof Angle = 0.0 deg Type of roof= Monoslope egahve zone 3 = zone 2, since parapet >= 3ft. ote: GCp reduced by 10% due to roof angle <= 10 deg. • Dist from mean roof height to centroid ofAf= 10.0 ft Height of equipment (he) = 15.0 ft • Adjustment Factor (Adj) = F = qz G Cf Af Adj= • F= Square (wind along diagonal) Cf = 1.01 Af = 10.0 sf 1.90 15.9 Af 159 lbs Gust Effect Factor (G) = Base pressure (qz) h/D = 1.50 A = Adjustment Factor (Adj) = F= gzGCr F= 0.85 20.6 Kd psf Square (wind normal to face) Cf = 1.31 10.0 sf 1.900 20.6 Af 206 lbs • • Carter :: Burgess, Inc. JOB TITLE $J's Southcenter WA Address • City, State JOB NO. 024203.014 SHEET NO. • Phone CALCULATED BY DATE other CHECKED BY DATE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • n3 a a' a Za a l 0 5 7 degrees and Monoslope 5 3 degrees a I I Monoslope roofs 10° < 8 5 30° aE Location of Wind Pressure Zones a Monoslope roofs 3 ° <0510° a a a I I I I I I 01 o Pa ur I I I I I I I I 0 > 7 degrees 0 > 7 degrees • • • • • • • • • • • • • • • • VII. Snow Loads : Carter :: Burgess, Inc. JOB TITLE BPs Southcenter WA Address City, State Phone other Roof slope = 0.0 deg Horiz. cave to ridge dist (W) = 57.5 ft Roof length parallel to ridge (L) = 135.0 ft • Type of Roof Hip or gable Ground Snow Load Pg = 35.7 psf • Importance Category = 11 Importance Factor I = 1.0 • Thermal Factor Ct = 1.00 Exposure Factor Ce = 1.0 • Pf= 0.7 *Ce *Ct *1 *Pg 25.0 psf • Pf min = 20.0 psf • Flat Roof Snow Load Pf = 25.0 psf Rain on Snow Surcharge = 0.0 psf Unobstructed Slippery • Surface Factor (per Section 7.4) _ Sloped -roof Cs = • • • Unbalanced Snow Loads - for Hip & Gable roofs only • Larger of 2.38 degrees or 70 /W + 0.5 = Windward snow load = Leeward snow load = no 1.00 Design Roof Snow Load (Ps) = 25.0 psf ( "balanced" snow load) Building Official Minimum = 25.0 psf • • Leeward Snow Drifts - from adjacent higher roof Upper roof length lu - 100.0 ft • Projection height h = 10.0 ft Building separation s = 0.0 ft • Adjacent structure factor 1.00 Snow density y = 18.6 pcf • Balanced snow height hb = 1.34 fl • hc = 8.66 ft hc/hb >0.2 = 6.5 Therefore, design for drift • Drift height hd = 3.69 ft • Drift width w = 14.76 ft Surcharge load: pd = g*hd = 68.8 psf • Windward Snow Drifts - Against walls. parapets. etc more than 15' long • Building roof length lu = 170.0 ft Projection height h = 10.0 ft • Snow density y = 18.6 pcf • Balanced snow height hb = 1.34 ft hc = 8.66 ft • lic/hb >0.2 = 6.5 Therefore, design for drift • Drift height hd = 3.52 ft Drift width w = 14.08 ft • Surcharge load: pd = g *hd = 65.6 psf 2.4 deg Unbalanced snow loads are not required 25.0 psf 25.0 psf JOB NO. 0242 SHEET NO. CALCULATED BY DATE CHECKED BY DATE l ��: ''9 J141£1jl hd Surcharge Load bus Is Drifting Balanced Snow Load Lu NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect - sec code. w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Carter :: Burgess, Inc. Address City, State Phone other VI. Seismic Loads: ASCE 7- 05 J1ttp:/ eoint. cr .uscis.aovieci- menthtrnl/lookuo- 2002 - intern -06.html Occupancy Category: II Importance Factor (I) : 1.00 Site Class : C Ss (0.2 sec) = SI (1.0 sec) Fa = 1.000 Fv = 1.312 142.40 %g 48.80 %g Seismic Design Category = D Number of Stories: 1 Structure Type: Not applicable Horizontal Struct Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphragms: Yes Building System: Building Frame Systems Seismic resisting system: Ordinary steel concentrically braced frames System Building Height Limit: 35ft (see code footnote) Actual Building Height (hn) = 18.0 ft See ASCE7 Section 12.2.5.4 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS Response Modification Factor (R)= System Over - Strength Factor (Oo) = Deflection Amplification Factor (Cd) = Sds = Sdl = Seismic Load Effect (E) _ Special Seismic Load Effect (E)= PERMITTED ANALYTICAL PROCEDURES 3.25 2 3.25 0.949 0.427 Sms= Sml P QE +1- 0.2S D flo QE +1- 0.2S D 1.424 0.640 Index Force Analysis (Seismic Category A only) Method Not Permitted Simplified Analysis Use Equivalent Lateral Force Analysis Equivalent Lateral -Force Analysis - Permitted Building period coef. (C = 0.020 Approx fundamental period (Ta) = User calculated fundamental period (T) _ Long Period Transition Period (TL) = Seismic response coef. (Cs) _ need not exceed Cs = but not less than Cs = USE Cs = CTh„" ASCE7 map = Sdsl/R = SdI I TURT^2 = 0.175 sec 0 sec error JOB TITLE BTs Southcenter WA Job NO. 024203.014 CALCULATED BY CHECKED BY Sds = 0.949 Sdl = 0.427 p QE +1- 0.190D = 2.0 QE +1- 0.190D 0.292 0.751 0.010 0.010 Design Base Shear V = error - Permitted (see code for procedure) Model & Seismic Response Analysis ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x Cu = 1.40 x= 0.75 Tmax = CuTa = 0.245 Use T = 0.175 SHEET NO. DATE DATE Design Category = D Design Category = D p = redundancy coefficient Q = horizontal seismic force D = dead load • • Carter :: Burgess, Inc. JoB TITLE BJ's Southcenter WA • Address City, State JOB No. 024203.014 SHEET NO. • Phone CALCULATED BY DATE • l other CHECKED BY DATE • VI. Seismic Loads - cont. : • Seismic Design Category (SDC)= D CONNECTIONS • Force to connect smaller portions of structure to remainder of structure • Fp = 0.133S = 0.13 w • or Fp = 0.5% = 0.05 w Use Fp = 0.13 w w = weight of smaller portion • Beam, girder or truss connection for resisting horizontal force parallel to member • F = no less than 0.05 times dead plus live load vertical reaction • Anchorage of Concrete or Masonry Walls to elements providing lateral support • Fp =0.8IeSdsWw = 0.759 w, or Fp = 0.1w = 0.10 w Use Fp = 0.76 w but not less than 280.0 plf = 400Sdsle • Connection force given is for flexible diaphragms (use architectural components for ridgid diaphrams) • MEMBER DESIGN • Bearing Walls and Shear Walls (out of plane forcel • Fp = 0.40IeSp = 0.380 w or Fp = 0.1 w = 0.10 w Use Fp = 0.38 w Diaphragms • • • • • • • • • • • • • • • • • • • • • • • • • • Fp = (Sum Fi / Sum Wi)Wpx + Vpx = (Sum Fi / Sum Wi)Wpx + Vpx need not exceed 0.4 SdsleWpx + Vpx = 0.380 Wpx + Vpx but not less than 0.2 SdsIeWpx + Vpx = 0.190 Wpx + Vpx ARCHITECTURAL COMPONENTS SEISMIC COEFFICIENTS Architectural Component : Cantilever Elements (Unbraced or Braced to Structural Frame Below Its Center of Mass) Importance Factor (Ip) : 1.0 Component Amplification Factor (a = 2.5 h= 18.0 feet Comp Response Modification Factor (Rd = 2.5 z= 50.0 feet z/h = 1.00 Fp = 0.4apSds1pWp(1 +2z/h)/Rp = 1.139 Wp not greater than Fp = 1.6SdsIpWp = 1.519 Wp but not less than Fp = 0.3SdsIpWp = 0.285 Wp use Fp = 1.139 Wp MECH AND ELEC COMPONENTS SEISMIC COEFFICIENTS Seismic Design Category D & Ip =1.0, therefore see ASCE7 Section 13.1.4 for exceptions Mech or Electrical Component : General Electrical - Distribution systems (bus ducts, conduit, cable tray) Importance Factor (Ip) : 1.0 Component Amplification Factor (a = 2.5 h= 18.0 feet Comp Response Modification Factor (R = 5 z= 50.0 feet z/h = 1.00 Fp = 0.4a +2z/h)/Rp = 0.570 Wp not greater than Fp = 1.6SdsIpWp = 1.519 Wp but not less than Fp = 0.3SdsIpWp = 0.285 Wp use Fp = 0.570 Wp Carter :: Burgess, Inc. JOB TITLE BI's Southcenter WA Address City, State JOB NO. 024203.014 SHEET NO. Phone CALCULATED B DATE other CHECKED BY DATE VI. Seismic Loads - Nonbuildinq Structures : SEISMIC COEFFICIENTS FOR NONBUILDING STRUCTURES Seismic Use Group : III Importance Factor: 1.50 Nonbuilding Structure Type: All other steel and reinforced concrete distributed mass cantilever structures Response Modification Factor (R) = 3 System Over - Strength Factor (S2o) = 2 Deflection Amplification Factor (Cd) = 2.5 System Height Limit: NL This page is under construction Carter :: Burgess, Inc. Address City, State Phone other Code: Dead Loads: Floor Roof Roof Snow Loads: Design Roof Snow load Flat Roof Snow Load Snow Exposure Factor Importance Factor Thermal Factor Ground Snow Load Rain on Snow Surcharge Sloped -roof Factor Wind Design Data: Basic Wind speed Mean Roof Ht (h) Building Category Importance Factor Exposure Category Enclosure Classif. Internal pressure Coef. Directionality (Kd) Earthquake Design Data: Occupancy Category: Importance Factor Mapped spectral response accelerations Site Class Spectral Response Coef. Seismic Design Category Basic Structural System Seismic Resisting System Design Base Shear Seismic Response Coef. Response Modification Factor Analysis Procedure CODE SUMMARY International Building Code 2006 Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Roofs used for assembly Floor Stairs & Exitways Balcony Mechanical Partitions 100 psf 50 psf 100 psf 100 psf N/A 15 psf 72.4 psf 19.0 psf • 25.0 psf Pf = 25.0 psf Ce = 1.00 I = 1.00 Ct = 1.00 Pg = 35.7 psf • 0.O psf Cs = 1.00 85 mph 18.0 ft III 1.15 C Enclosed Building +/ -0.18 0.85 I= Ss = S1 = Sds = Sdl JOB NO. 024203.014 CALCULATED BY CHECKED BY II 1.00 142.40 %g 48.80 %g C 0.949 0.427 = D = Building Frame Systems = Ordinary steel concentrically braced frames V = 0.010W Cs = 0.010 R = 3.25 = Equivalent Lateral -Force Analysis JOB TITLE BJ's Southcenter WA SHEET NO. DATE DATE www.struware.com Carter :: Burgess, Inc. JOB TITLE BJ's Southcenter WA Address City, State JOB NO. 024203.014 SHEET NO. Phone CALCULATED BY DATE other CHECKED BY DATE CODE SUMMARY- continued Component and cladding wind pressures Select method : C &C>60 feet Roof Surface Pressure (psf) Area 10 sf 1 100 sf I 500 sf Negative Zone 1 -25.2 -20.5 -17.2 Negative Zone 2 -39.6 -33.0 -28.4 Negative Zone 3 -39.6 -33.0 -28.4 Wall Surface Pressure (psf) Area 20 sf I 50 sf j 100 sf Negative Zone 4 -17.2 -15.6 -14.0 Negative Zone 5 -31.6 -25.2 -18.8 Positive Zone 4 & 5 0to15' 16.7 14.4 12.1 18 ft 17.2 14.8 12.4 www.struware.com • • • • • • • • • • • • • • • • • • • • • � C. • • • • • • • • • • • • • • •� • • • • • • Carter: :Burgess tom) s L[SnJ eftooP'/ ( /1W 62 5): SE7Sµl(„ M/4- . = Job No.: Disc • Job Name: Date: / / Sheet of By: 2 (2 a. ) (Z6 psl) ± ( — z�� ( �• Zps) 2C2)( f [Go - Z(z)(7.L))C9.zpsIJJl' Z (-f 71 -- L VV Poor . p 60 X /S' _. PAWS: Pr.( x`12 (;tS) 4 Gc Z a. 29 (/tqk) 40.5 . K Carter :Burgess Lo.J G- CA JoP1 'crl 7,1 �jk/4t11'I'7 L o D 1— ? ps4 >< (5 x� 7 2 tc L4 Za AS Job No.: Disc.: Job Name Date: / / Sheet of By: /Jo Ti: KI (-KMS , ( 5 O C 4 Lo .v Cr- Lo.JG em-d : t: Kt utGk ±JDt THE F U-.'4"i f 2c4 ► w l) f ► d2i i=oac9 1Z Kt 92. 3 36 3 Vcl2r, Fv /€4 T Fa- K OniFilt[ t ,>P-en, tie u �) Dew A/watio WI' 2 - a (UP&M t 6uPd.$k1 ) (py nJ) 4.73O,L0.) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Carter :Burgess f —�oyQ1 , Win(r) - L _1-/,n1 ,47 fA14 ' ' (o 1470, 4-c3 Al 441 ( ') so Pei-a.7,- 1>t,do OPu Pr V - 0. 2'72 (1, lit = ,,l„iD Job No.: Disc • Job Name: Date: / / Sheet of By: 10 I ,r ; x 7 1/ 11 ' /s i 5 K N V Z Z K (51 4C y 2 4— y i SJfl r V / S i g ,JA z 0, c -- 'ag L ) ( v�4��'� �l� pro .)tuot 17. S ' aS/ /` 2;6," „Irt,,411 3 ,z � .5( 14- 00000000000000000000000000000000000000000000 Carter :Burgess f,47co de l& p, 1 1-01JG- oP b16,J tee` ���...� 4 . 1 r 2Lc t - 'ac_ = S` " IL rs = 0, acs K /, X 1, L — o. 1 1,, rs S C W, = S `x iops,c = a pelt X l = 8 w� a 23 "fi O. 3r t'6 C.. lax 1 .3 llekcfi"ot4 Op° PT = 5 , 2,`7 psf = 0,121 ``(l X I. = D, Z ! I / , /J JAI C:1" = 6 co. o8i - o.f2y /, 0, 057/ , 47Mn — l S ( L = I s 0k t5k1 3 co L( G lb 115,3 PDQc_t 6 23 T �_ ?.73K (0•44c( cd) Z Job No.: Disc Job Name: Date: / / Sheet of By: D� „ > o 3Y • • • • • • ( • • • • • • • • • • • • • • • • • • • • • • • • • ( _ • • • • • Carters :Burgess � t S r , ° 11 $ i jz1�``s / -r 6 Job No - Disc • Job Name: Date: / / Sheet of By: • p 5,), x 1 6 x • • Z. e(S-{'61/1.• ! 464 • • • 174' u L '` 6 "shy APIA --6 Z Loads: BLC 1, Dead Solution: Envelope - .12k /ft /‘I',5 L - .12k/ft A AAA A A At AJ1 1 1 A - .12k/ft - .12k/ft 449 1S' 10 Jan 16, 2008 at 5:26 PM Long Canopy Frame.r2d � 4 AAAAAAA Wu►uA - A A AAAe 2 4 6 8 ®Y - .15k/ft Loads: BLC 2, (Roof Live Solution: Envelope - .15k/ft - .15k/ft = .15k/ft ■10 Jan 16, 2008 at 5:26 PM Long Canopy Frame.r2d • Y 0 ,Z_.—, X 1.75k Loads: BLC 3, Wind Solution: Envelope 2 114 1 6 8 1\110 443 415 7 4L9 Jan 16, 2008 at 5:26 PM Long Canopy Frame.r2d 12.6k Loads: BLC 4, Seismic Solution: Envelope 2 1 8 1110 43 445 47 49 Jan 16, 2008 at 5:26 PM Long Canopy Frame.r2d N • \ \ \ \ \\ 8 8' \ \/ U U \ / / \ / /\I \/ ` `M` \ \I ' '\ \, Zw N e EW g of i c 9W co i - .15k /ft c T Loads: BLC 5, Snow Solution: Envelope - .15k/ft - 15k/ft 1 0 9 Jan 18, 2008 at 8:01 AM Long Canopy Frame.r2d 1 N 1 �� " T UU 0 I em' U'1 0 _� 3 N2 0 14.5 0 0 0 N3 15 4 N4 15 14.5 0 5 N5 30 0 14,5 0 0 6 N6 30 7 N7 45 0 0 8 N8 45 14,5 0 9 N9 60 9 0 10 N10 60 14.5 0 1 Dead DL • 14.5 .iv i r. DI I• -. 4 2 Roof Live RLL . '.0 - 1.. - 1 • Lateral 4 3 Wind WL 14,5 14 1 0 14 4 Seismic EL 1 -... .6 1 3 M3 5 I Snow SL 14 .032 0 14 4 1 - -- Ml - HSS10X6... 14.5 14.5 16 025 - 76g .- w� i LIU . TV' • (I . '.0 - 1.. - 1 • Lateral 2 M2 HSS1OX6... 14.5 14,5 14 .034 0 14 16.376 21,6 23.76 1 -... .6 Lateral 3 M3 HSS10X6... 14.5 14.5 14 .032 0 14 16.376 21.6 23.76 1.- . .6 Lateral 4 M4 HSS10X6... 14.5 14.5 14 .033 0 16 16,376 21.6 23.76. 1.... .6 Lateral 5 M5 HSS10X6... 14.5 0 15 14 14 16.376 16.352 21.6 21.6 23.76 21.6 1 -. -- 2.3 .. 6 ■ H1 -2 H1 -2 6 M6 Lateral 6 M6 W12X22 15 5 5 5 14 .081 .082 ,103 15 15 15 14 14 14 16.352 16 352 16.352 21.6 21.6 21.6 21.334 21.334 21.334 Lateral 7 M7 W12X22 15 5 5 5 14 9 M9 W12X22 .741 15 14 Lateral 8 M8 W12X22 15 5 5 5 Lateral 9 M9 W12X22 15 5 5 5 Lateral 1 Ml HSS1OX6X5 .677 14.5 16 025 - 76g .- - 7' 16 16,37 i�� 6 .121.6 �o�, JJ % I ry 23.76 '.0 - 1.. - t.in H2-1 qn 2 M2 SS1ox6x5 .905 14,5 14 .034 0 14 16.376 21,6 23.76 1 -... .6 H1 -2 3 M3 SS10X6X5 .844 14.5 14 .032 0 14 16.376 21.6 23.76 1.- . .6 H1 -2 • 5 ii • M5 SS1OX6X5 SS10X6X5 8 6 14.5 14 .033 0 16 16,376 21.6 23.76. 1.... .6 -2 .723 14.5 14 16 .027 .111 0 15 14 14 16.376 16.352 21.6 21.6 23.76 21.6 1 -. -- 2.3 .. 6 ■ H1 -2 H1 -2 6 M6 W12X22 .749 0 7 M7 W12X22 .570 15 14 .081 .082 ,103 15 15 15 14 14 14 16.352 16 352 16.352 21.6 21.6 21.6 21.334 21.334 21.334 2 .3 2 . 3 2 - 3 , 85 .85 : .85 H1 -3 • -3 H1 -3 8 8 W12X22 .516 15 14 9 M9 W12X22 .741 15 14 1 Ni max 0 16 0 16 2.926e -4 1 5 Ic 2 min 0 5 0 5 - 1.289e -2 16 3 N2 max 1.703 14 .002 16 - 2.256e -4 4 4 min 0 4 14 -.002 0 5 15 - 3.567e -3 - 1.975e -5 14 4 5 N3 max 0 6 min 0 4 0 6 - 1.388e -2 14 Company Designer Job Number Basic Load Cases Hot Rolled Steel Design Parameters Envelope A /SC ASD Steel Code Checks Member Shane Co Joint Coordinates and Temperatures Envelope Joint Displacements X ( r te •ih, • RISA - 2D Version 8 [G :\...\ ... \. . .\ ... \ ... \4 . 2 Structural\Design Calcs \Long Canopy Frame.r2d] Jan 18, 2008 8:03 AM Checked By: • Page 1 1 IBC 16 -1 Yes 1 `693 - DL 1.4 _ IC 5 16 2 w a ,, ., 1 I alilVl pi„, F a4kUI 44 rdLLUI DLL, ra c tor bL l� ractor 2 IBC 16 -2 (a) Yes 15 0 DL 1.2 LL 1.6 LLS 1.6 RLL .5 -1 746e-3 16 13 N7 max 0 16 0 3 IBC 16-2 (b) Yes DL 1.2 LL 1.6 LLS 1.6 SL .5 SLN .5 1.68 16 0 16 min 4 IBC 16-2 (c) Yes 5 t' 14 4 -1 36 e-3 - .097e -4 - 1.292e -2 6.015e -4 DL 1.2 LL 1.6 LLS 1.6 RL .5 18 19 N10 max 1.678 20 min 5 IBC 16 -3 (a) Yes Yes 14 - 3.075e -3 DL DL 1,2 1.2 RLL 1.6 RLI,, 1.6 LL .5 LLS 1 6 IBC 16-3 (b) WL .8 7 IBC 16-3 (c) Yes DL 1.2 SL 11.6 SLN 1.6 LL .5 LLS 1 8 IBC 16-3 (d) Yes DL 1.2 SL 11,6 SLN 1.6 WL .8 g IBC 16 -3 (e) Yes DL 1.2 RL 1.6 LL .5 LLS 1 10 IBC 16 -3 (f) Yes DL 1.2 RL 1.6 WL .8 11 IBC 16-4 (a) Yes DL 1.2 WL 1.6 LL .5 LLS 1 RLL .5 12 IBC 16-4 (b) Yes DL 1.2 WL 1.6 LL .5 LLS 1 SL .5 SLN 13 IBC 16-4 (c) Yes DL 1.2 WL 1.6 LL .5 LLS 1 RL .5 .5 14 IBC 16 -5 Yes DL 1.2 EL 1 LL .5 LLS 1 SL .2 SLN 15 IBC 16 -6 Yes DL .9 WL 1.6 .7 16 IBC 16 -7 Yes I DL .9 EL 1 7 N4 max 1 `693 14 4 14 5 V.1 - .001 -.004 0 0 IC 15 6 15 6 ISVtdUOn if aqf 1 1.044e -4 - 1.296e -3 0 - 1.359e -2 IC 5 16 2 8 min max min 0 0 0 9 N5 10 14 11 N6 max 1.685 14 -.001 15 0 2 12 min 0 2 -.004 6 -1 746e-3 16 13 N7 max 0 16 0 16 5.268e -5 5 min 0 5 0 5 16 - 1.374e -2 - 3.915e -5 16 4 15 N8 max 1.68 16 0 16 min 0 5 -.004 5 t' 14 4 -1 36 e-3 - .097e -4 - 1.292e -2 6.015e -4 14 4 14 5 17 N9 max min 0 0 14 4 16 0 0 0 18 19 N10 max 1.678 20 min 0 5 -.003 14 - 3.075e -3 16 I C IYIUIIlefll 1K IC 1 Ni max 201 5 2.506 5 0 1 2 min -2.12 16 -2.953 16 0 1 3 N3 max -.013 4 6.347 6 0 1 4 min -2,834 14 2.014 15 0 1 5 N5 max 0 5 5.601 6 0 1 6 min -2.662 14 1.576 15 0 1 7 N7 max .035 5 6.214 5 0 1 8 min -2.787 16 .588 16 1 0 1 9 N9 max -.075 4 4. 48 14 0 1 10 min -2.238 14 .94 4 0 1 11 Totals: max 0 1 23.04 5 12 min -12.6 16 6. 48 16 Company Designer Job Number Envelope Joint Displacements (Continued) Envelope Joint Reactions Load Combinations Ic l-ot Rolled Steel Properties Label 1 A36 Gr.36 2 A572 Gr.50 Jan 18, 2008 8:03 AM Checked By: • E [ksi] 29000 290Q0 G jksi] 11154 11154 Nu .3 .3 .65 .49 Yieldlksi] 36 50 Therm (11E5 Fl Densityfk/ft ^31 65 .49 RISA -2D Version 8.0.2 [G:\...1..1...1...1...\4.2 Structural\Design CalcslLong Canopy Frame.r2d] Page 2 IN I Company Designer Job Number Envelope Joint Displacements (Continued) Envelope Joint Reactions Load Combinations Ic l-ot Rolled Steel Properties Label 1 A36 Gr.36 2 A572 Gr.50 Jan 18, 2008 8:03 AM Checked By: • E [ksi] 29000 290Q0 G jksi] 11154 11154 Nu .3 .3 .65 .49 Yieldlksi] 36 50 Therm (11E5 Fl Densityfk/ft ^31 65 .49 RISA -2D Version 8.0.2 [G:\...1..1...1...1...\4.2 Structural\Design CalcslLong Canopy Frame.r2d] Page 2 1 -2— _3— u - — IMEM1101 JM3 N1 - I® iN3_ MU= —N4 _ 6 _ 8 N10 -Imu - 3_ :3 - _:3 e HSS1 OX..5_ e _Beam_ ' Wide F a . - - eral_ A36_Gr.36 i- •, :ul- . 1161411 A500 G r:46 Wi• _ = - —T - -HS •.6X5 H . 6X5 SS10X6X5 IMMO. _ W12X22 - _Beam Beam Be _il B -11 _B -. a __ _I- W Flange W . a Flange Wide Flange _A36-Gr.36— A36 Gr.36 NUM. IMMO IliMMI T .•ical 4 - M4 A36_Gr. . X36 G 36 - .36 Gr 36 . • - 36- A36 Gr.36 5- _ -M5 6 M._ 'de Flange Wide Flange 7 _ N4 N6 __ _8 - - M: — -N6 _ N8 W12X22 - _B- - o Beam ide Flange Wide Flange 9 ' - 9 - 1 N8 N10 - W12X22 1 • Company Desigfiler Job Number -Hot Rolled Steel Properties (Continued) Member Primary Data - Hot Rolled Steel_Section Sets Label — - Sh -8e 1_ -I HR1A— t- _W10X17 Type- gn List Material Beam_ ]Wide Flange( A36- Gr:36_ Typical_ A rin2l 4.99 Design Rules Jan 18 2008 8:03 AM Checked By:_ - _1 (90270) Ii...) (0.180) Ein41 3.56 I 81.9 1 RISA -2D Version 8.0.2 [G:\...\.. \...1...1...14.2 Structural\Design CalcslLong Canopy Frame.r2d] Page 3 • • • • • • • • • • • • • • • • • • • • • • %. • • • • • 17R • • • • • • • • • • • �. • • • • • • Carter®:Burgess UAG D Mom S ( ->R -a Q t' W 0,10 _ ( I r1,4 - C- r7 6psf)(i )(J ) (1s Ww7 V Li �RcGS (11'1134 )(4o) f (ro /stx�LX7s- j2,� r-- Q W = I6oS( 2 = 1S W = Zops1 Y z % Job No • Disc.: Job Name: Date: / / Sheet of By: Scs A- TrAettit) l e( 5A- A 1-1,04416L6 v` , 02- = l'. U Z 0 /I J ° > ("] If �� ^ M , << / I/149 Z,z3'e- Rev: 580002 User. KW-0805930, Ver 5.8.0, 15- Jun-2007 c)1983 -2007 ENERCALC Engineering Software Description Frame Base Plate General Information Axial Load 6.20 k X -X Axis Moment 0.00 k -ft Plate Dimensions Plate Length 20.000 in Plate Width 8.000 in Plate Thickness 0.376 in Support Pier Size Pier Length 36.000 in Pier Width 18.000 in Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 38.8 psi Allow per ACI318 -02, Appx. = 0.3 ' Pc * Sgrt(A2/A1) * LDF 1,653.4 psi Allow per AISC J9 1,929.0 psi Plate Bending Stress Thickness OK Actual fb 22,785.0 psi Max Allow Plate Fb 27,000.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0.000 k Allowable 5.500 k Title : Dsgnr: Description : Scope : Steel Column Base Plate Job # Date: 5:38PM, 16 JAN 08 Loads Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable Stresses Concrete Pc Base Plate Fy Load Duration Factor Anchor Bolt Data Dist. from Plate Edge Bolt Count per Side Tension Capacity Bolt Area Code Ref : AISC 9th Ed ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 HSS10x6x5/1 6 10.000 in 6.000 in 0.291 in 0.000 in 3,000.0 psi 36.00 ksi 1.000 2.000 in 2 5.500 k 0.442 in2 Baseplate OK Full Bearing : No Bolt Tension southcenter wa.ecw Calculations • • • • Carter :Burgess Job No.: Disc.: Job Name: • Date: / / Sheet of `. • By: • • • FRiw'a ,,1oa -Tac.1 • • • _6 irl r 0-Q4r- -r,.r.13 . 15Poi j2,3 -2 ID vv(P,J% (j T, (&inz,, • • _.. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Rev; 580002 User: KW- 0605930, Var 5.8.0, 15-Jun -2007 (c)1983 -2007 ENERCALC Engineering Software Description Moment Frame Foundation General Information Allowable Soil Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Summary Max Soil Pressure Allowable "X' Ecc, of Resultant "Y Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Footing Design Title : Dsgnr: Description : Scope: General Footing Analysis & Design 3,000.0 psf 1.330 0 3,000.0 psi 60,000.0 psi 145.00 pcf 110.00 psf Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 1.800 k 2.250 k 2.250 k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k DL +LL DL +LL +ST 1,662.2 2,412.2 psf 3,000.0 3,990.0 psf 0.000 in 0.000 in 0.000 in 0.000 in No Overturning 1.500 :1 No Overturning Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Base Pedestal Height Min Steel % Rebar Center To Edge Distance ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Shear Stresses.... 1 -Way 2 -Way Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k 1.50ft x 2.00ft Footing, 18.0in Thick, w/ Column Support 6.00 x 10.00in x 0.0in high 0.000 0.000 Job # Date: 11:51AM, 21 JAN 08 Page 1 southcenter wa,ecw.Calculations 1.500 ft 2.000 ft 18.00 in 6.00 in 10.00 in 0.000 in 0.0014 3.50 in Footing Design OK ctual Allowable Max Mu 0.430 k -ft per ft Required Steel Area 0.389 in2 per ft Vn ` Phi 93.113 psi 186.226 psi Shear Forces ACI C -1 ACI C -2 ACI C -3 Vn • Phi Two -Way Shear 0.00 psi 0.00 psi 0.00 psi 186.23 psi One -Way Shears... Vu @ Left 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Right 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Top 0.00 psi 0.00 psi 0.00 psi 93.11 psi Vu @ Bottom 0.00 psi 0.00 psi 0.00 psi 93.11 psi Moments ACI C -1 ACI C -2 ACI C -3 Ru / Phi As Reo'd Mu @ Left 0.26 k -ft 0.32 k -ft 0.19 k -ft 1.7 psi 0.39 in2 per ft Mu @ Right 0.26 k -ft 0.32 k -ft 0.19 k -ft 1.7 psi 0.39 in2 per ft Mu @ Top 0.36 k -ft 0.43 k -ft 0.26 k -ft 2.3 psi 0.39 in2 per ft Mu @ Bottom 0.36 k -ft 0.43 k -ft 0.26 k -ft 2.3 psi 0.39 in2 per ft Rev: 580002 User: KW- 0605930, Ver 5.8.0, 15- Jun -2007 (c)1983.2007 ENERCALC Engineers , Software Description Moment Frame Foundation Soil Pressure Summary Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. C -1 ACI Eq. C -2 ACI Eq. C -3 ACI Factors (per ACI 318 -02, ACI C -1 & C -2 DL ACI C -1 & C -2 LL ACI C -1 & C -2 ST ....seismic = ST' : General Footing Analysis & Design Left 1,662.22 2,412.22 2,552.11 2,870.33 1,796.00 Right 1,662.22 2,412.22 2,552.11 2,870.33 1,796.00 applied internally to entered loads) 1.400 ACI C -2 Group Factor 1.700 ACI C -3 Dead Load Factor 1.700 ACI C -3 Short Term Factor 1.100 Used in ACI C -2 & C -3 Title : Dsgnr: Description : Scope : Top 1,662.22 2.412.22 2,552.11 2,870.33 1,796.00 Job# Date: 11:51AM, 21 JAN 08 Add'! "0.9" Factor for Seismic Page 2 southcenter wa.ecw Calculations Bottom 1,662.22 psf 2,412.22 psf 2,552.11 psf 2,870.33 psf 1 ,796.00 psf 0.750 Add "? "1.4" Factor for Seismic 1.400 0.900 1.300 0.900 • • • • • • ( • • • • • • • • • • • • �j2t S�+l•U • 2 � • • • • • • • • • • • • • • • • • • 1 ` Carters :Burgess air avtrr /tt VEX T rue «'S 2 ,0 • w Des, e `441”4. • e g I • - 7.5 • • 0.Z(% 1 1' • Job No.: Disc: Job Name: Date: / / Sheet of By: ` 6.6 k�l c A4Trizp rya t,G ; 114 1.6 _ ,162 /< C41- 4 ro0 / S, S 54c0a b M46' .44(4 /•s )3 2Z (24. L, ( i s r,s4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Carter:Burgess y /rz FDez /,s zZ ) Job No • Disc - Job Name: Date: / / Sheet of By: 3‘'j.� $ 2 s P A ,J —> > 2-e ' Snb 14 HI a 'ri1L U k 5' 3 z z 1 ,)/ -7s P.00c6 ei u7 4 Z 4tio -olue, 0 00000000000000000000000000000000000000000000 Carter :Burgess 7 Cawu ✓v, ti D, t.J -s = 1p rs,C 0p11f6 ZG (sr (`t -s` J � C 2o es .')( 4 ) _ (la e Job No - Job Name: Date: / / By: Or( Disc • Sheet of !.G 4) 4/ 1 0, ` 38 PI- rntaitle o4 (o, o7y �'T) D, / (4, ,e2 r` ii �.o pi Carter :1Burgess -TRY C6 -c g 1 = 3 6o *11/ r o 9'8 1 7 `e /vIP 1 " l Ara / if 144 `f. C b �l'''I p - 0 Gi,o) [rs,S _ (15,y- .46 J � 1° 3 fl((CV1°' ° )(1 3,1 i�,�') rz� 9'9' 2, L 1,1 — z-e3 o. Z3 > 7.0 r 4 �`at Job No.: Disc.: Job Name: Date: / l Sheet of By: Carter :Bu rge s s _ v :') p� r►�t n2 14)",A 6,0 P41- x (.dpwK) = if, Gnu, ti� d Nt '2 1b,/ zp m, 4'K- , > 3, 3" C l,',) -dc. Gd c • 3t2y40 1 ° l" ( da , 4.,Siay,/ cmac: b! ro Ks~ Jry o,o r 4s )Esr= 1 i u � b:oe� r. 2 ��S , (>Ift o.ozSS 'J i■ot Job No Disc.: - Job Name: Date: - - -- -/ / Sheet of By: SoP!' {IAA)6,02S r /, c 1 , v! Y (! ( ° %9(aoe P ) = , 1�FS < 4-37A/' a - - x)(3 " 1 o ice =, C yn ) cnN • • • • • • ( • • • • • • • • • • • • • • • • ( . • • • • • • • • • • • • • • • • • • • • • • Carterseurgess SAc I Zf 10. C I f _ &) vH _ C2,7) 7 L. T�4 r 1 JJ /j N ,em z" 0,3"- /,)(g4.51 )L /14.f _ !� el.‘ D.9 _ g r Z � ) 7uw Job No - Disc • Job Name: Date: / / Sheet of By: 4, , k1 2% -. 0,0 = Z i 0 07 + .- 5 7 q, z, 0. r _ I 4 20 _ cam. (3`) - 3 / = (it SO" /1/ I2x to•C Syua ( 3 / / AL a = 0.5 a = 0.3 a = 0.1 v10p0000 O -- N M V V1 �O 0.99 1.00 1.00 0.98 0.99 1.01 0.92 0.95 1.05 0.85 0.91 1.10 0.76 0.85 1.16 0.68 0.79 1.21 0.60 0.73 1.25 8.7 PRACTICAL SITUATIONS OF TORSIONAL LOADING 449 TABLE 8.6.3 $ VALUES, UNIFORM LOAD, TORSIONAL SIMPLE SUPPORT m VECEOTEMIanat aL bL ---- L a = 0.5 0.97 0.91 0.70 0.51 0.37 0.27 0.20 0.12 0.08 a = 0.4 0.97 0.91 0.71 0.51 0.37 0.27 0.20 0.12 0.08 p values a =0.3 a = 0.2 0.98 0.91 0.71 0.52 0.38 0.29 0.22 0.13 0.09 0.98 0.91 0.72 0.54 0.41 0.31 0.24 0.16 0.11 AL 1 AL 0.5 1.0 2.0 3.0 4.0 5.0 6.0 8.0 10.0 TABLE 8.6.4 13 VALUES, UNIFORM LOAD, TORSIONALLY FIXED SUPPORTS vanTEEEEDDE% L --i = - - 13(- bL at z = aL TABLE 8.6.5 /3 VALUES, CONCENTRATED LOAD, TORSIONALLY FIXED SUPPORTS T kM,h = A (positive moment by flexure theory) aL - I bL = $[2Ta L at = aL a = 0.1 0.98 0.92 0.74 0.57 0.44 0.34 0.28 0.19 0.14 M,h =F3 (mLz 12 } at z 0 and z = L 0.5 0.99 1.0 0.98 2.0 0.94 3.0 4.0 0.88 0.81 5.0 0.74 6.0 0.67 8.0 0.56 AL 0 values AL a =0.5 a = 0.4 a = 0.3 a = 0.2 a = 0.1 0.5 0.98 0.98 0.98 0.99 0.99 1.0 0.92 0.93 0.94 0.95 0.97 2.0 0.76 0.77 0.80 0.84 0.91 3.0 0.60 0.62 0.65 0.72 0.83 4.0 0.48 0.50 0.54 0.62 0.76 5.0 0.39 0.41 0.45 0.54 0.70 6.0 0.33 0.34 0.39 0.47 0.65 8.0 0.25 0.26 0.30 0.37 0.55 10.0 0.20 0.21 0.24 0.31 0.48 AL a = 0.5 a = 0.4 a = 0.3 a = 0.2 /, = 02 1$, 132 Pi 02 P, $2 0.5 0.99 1.00 0.99 1.00 0.99 1.00 0.99 1.0 0.98 0.98 0.98 0.98 0.98 0.99 0.98 2.0 0.92 0.93 0.92 0.94 0.92 0.96 0.92 3.0 0.85 0.86 0.84 0.88 0.84 0.91 0.85 4.0 0.76 0.78 0.75 0.81 0.75 0.86 0.77 5.0 0.68 0.70 0.67 0.74 0.67 0.80 0.69 6.0 0.60 0.63 0.59 0.67 0.60 0.75 0.62 8.0 0.48 0.51 0.47 0.56 0.49 0.65 0.52 10.0 0.39 0.42 0.39 0.47 0.41 0.56 0.44 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 448 CHAPTER 8 TORSION TABLE 8.6.1 13 VALUES, CONCENTRATED LOAD, TORSIONAL SIMPLE SUPPORT aL l bL L M,h = 13 (TabL) at z = aL TABLE 8.6.2 $ VALUES, CONCENTRATED LOAD, TORSIONALLY FIXED SUPPORTS aL - I-- bL L M,h = 13 at z 0 M,h = 1 {Ta at z = L • • • • Carter: :Burgess • r • • • • • • • • 3 cc1 • .1 ° 1 u • c)1: r 27' O, 37.E • • • • • • ( 3, z3 ?s t, • • • R- S _/e • • 47M,,, = ,q a = b.9 (46 (C JA 4 1. CI AV _ P ' >7 • pk- • � . Q 3 (1.45 i 15' zz) D, o 11V • 3( �- 3,oz;,y 1f - • • • 3 - = 3 e# 4 b, cSS 7 0,,y • • • • • • • • • Job No • Disc Job Name: Date: / / Sheet of By: ki6 :4 ss 3 ' j� F g ! FS CMT Sue /1 .'127 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • c_ • • • • • Carter: :Burgess ja(ls 1 1 u MK- C Z i x a. otV�s(- xt ) ( /s'5()2- _ 1,7e: u x \ N 2( (.3 10- C "T2 kiss P- 6- 'Y" Al 70, 37-0' 2- - 3, r7 4 451;1 ,5err h =. 1.1 t 1 [1 - r 6, > Job No.: Disc • Job Name: Date: / / Sheet of By: - 3 74.1 2 46 _ / i 7 F -r sly rhitA st,+.. f S4 O , 0 t'! o, 3 x( E J 0, - j,9r 6,1s) Zs. ( " u. (/) 43 • • • • CartersBurgess • • ( • • • • 4 tA? • • • • • • • S 49 V, c.9 .5 � A • • • • • C • _ 2,Ys • • • • • • • • • • r b • • • • 7: • • (4. viAti-x. ) • • • • D, . j� Sew _ d q (5F�n r' ^ go 1. "'` 3 3' "� 2.04(4)(0,2,1-).-1. 7« v_)/(25'.1) I, F 0,6 = 2 - 7 0,9 � G - a �1 ( 27,G r-s.)(3‘ffi., 3 )= C/7 ". 76 :(`` w 4- Job No.: Disc • Job Name: Date: / / Sheet of By: U / $ Vet. gzA 1,7 ( 3 tIs" ) Carter:Burgess HSS (,„ ebfk Job No: • Disc.: Job Name Date: / / Sheet of By: Pt_ ps L- _ 060I)(` )i 0'12,1; ' 1, Z.= o,IS /, O= d rZ4xi x 1,6 w,., d 4 'M LA _ 0 - se„ J � 0.3 t Z <2, 1Y-- 7 7. ' Dr ( c(6) (y, n() c ., 3k) (2s"1, 661 Se4 6, ?Z,S rc -1 ) 2 ( /.c - o- 32, P' ' us4f �tss 6.‘ C. G�LuI. 47 G j , 3 CarterA:Burgess p..n4.B = pt, 17.1 Ly'`r '` 7 _ D, is " X Job No: Disc Job Name: Date: / / Sheet of By: i� O.Q r.>-i') (,7 3 Si' �t t fs ,8ieXi< -4 - 2, - z 3 ," fit %r Wit eftmfy c4UO pf 1,1 SGi' Z �` u / (-a�T/ n I C� GJ #SCE � mac rg, U /, (sec a N` Q 13/5e 01,A5 use /o" 4rte`{ (.o' 3A- Pao 014.1" A.3 s.z aka," U ka�.IG� Rev. 580002 User. KW-0505930, Ver 5.8.0, 15- Jun.2007 (c)1953 -2007 ENERCALC Engineering Software Description General Information Allowable Soil Bearing Short Term Increase Seismic Zone Loads Live & Short Term Combined Pc Fy Concrete Weight Overburden Weight Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Footing Design Shear Forces Two -Way Shear One -Way Shears... Vu @ Left Vu @ Right Vu © Top Vu @ Bottom Moments Mu @ Left Mu @ Right Mu @ Top Mu @ Bottom General Footing Analysis & Design 3,000.0 psf 1.330 0 3,000.0 psi 60,000.0 psi 145.00 pcf 110.00 psf 5.400 k 1.090 k 0.900 k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures © left & right) k k k DL +LL DL +LL +ST 2,419.5 3,267.8 psf 3,000.0 3,990.0 psf 0.000 in 0.000 in 8.984 in 11.781 in 2.037 1.500 :1 No Overturning Title : Dsgnr: Description : Scope : Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC. 2003 NFPA 5000 Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Base Pedestal Height Min Steel % Rebar Center To Edge Distance ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Shear Stresses.... 1 -Way 2 -Way Creates Rotation about X -X Axis (pressures @ top & bot) 3.000 k -ft 3.800 k -ft 3.000 k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k ACI C -1 AC1 c - ACI C -3 Vn - Phi 5.18 psi 4.68 psi 3.44 psi 186.23 psi Vu 9.741 5.184 Job # Date: 2 :29PM, 21 JAN 08 Page 1 southcenter wa.ecwCalculations 2.000 ft 4.000 ft 18.00 in 6.00 in 6.00 in 0.000 in 0.0014 3.50 in Caution: Y(static)ecc >Wid 2.00ft x 4.00ft Footing, 18.0in Thick, w/ Column Support 6.00 x 6.00in x 0.0in high Actual Allowable Max Mu 3.965 k -ft per ft Required Steel Area 0.389 in2 per ft Vn • Phi 93.113 psi 186.226 psi 0.00 psi 0.00 psi 0.00 psi 93.11 psi 0.00 psi 0.00 psi 0.00 psi 93.11 psi 9.24 psi 9.74 psi 7.36 psi 93.11 psi -1.21 psi -1.07 psi -0.92 psi 93.11 psi ACI C -1 AC1 C -2 ACI C -3 Ru ! Phi As Reo'd 0.33 k -ft 0.29 k -ft 0.21 k -ft 1.7 psi 0.39 in2 per ft 0.33 k -ft 0.29 k -ft 0.21 k -ft 1.7 psi 0.39 in2 per ft 3.84 k -ft 3.97 k -ft 2.99 k -ft 21.0 psi 0.39 in2 per ft -0.21 k -ft -0.43 k -ft -0.38 k -ft 2.3 psi -0.39 in2 per ft Rev. 580002 User. KW-0605930, Ver 5.8.0, 15- Jun -2007 (c)1983 -2007 ENERCALC Engineering Sonware Description Soil Pressure Summary Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. C -1 ACI Eq. C -2 ACI Eq. C -3 ACI Factors (per ACI 318 -02, ACI C -1 & C -2 DL ACI C -1 & C -2 LL ACI C -1 & C-2 ST ....seismic = ST • : Left Right 1,135.31 1,135.31 1,247.81 1,247.81 1,630.31 1,366.17 1,045.41 1,630.31 1,366.17 1,045.41 applied internally to entered loads) 1.400 = ACI C -2 Group Factor 1.700 ACI C -3 Dead Load Factor 1.700 ACI C -3 Short Term Factor 1.100 Used In ACI C -2 & C -3 Title : Dsgnr: Description : Scope: General Footing Analysis & Design Top 2,419.47 3,267.76 3,474.37 3,577.72 2,737.70 Job # Date: 2:29PM, 21 JAN 08 Page 2 soulh:enter wa.ecwCaloolafions Bottom 0.00 psf 0.00 psf 0.00 psf 0.00 psf 0.00 psf 0.750 Add "I "1.4" Factor for Seismic 1.400 0.900 Add"! "0.9" Factor for Seismic 0.900 1.300 Rev: 580002 User. KW-0605930, Ver 5.8.0,15-Jun-2007 (c)1983-2007 ENERCALC Engineering Software Description Entry canopy Base Plate General Information Loads Axial Load 7.65 k X -X Axis Moment 14.70 k -ft Plate Dimensions Plate Length 14.000 in Plate Width 10.000 in Plate Thickness 0.938 in Support Pier Size Pier Length 24.000 in Pier Width 24.000 in Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 767.7 psi Allow per ACI318-02, Appx. = 0.3 " r'c " Sgrt(A2/A1) " LDF 2,216.4 psi Allow per AISC J9 2,585.8 psi Plate Bending Stress Thickness OK Actual fb 31,764.7 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 6.732 k Allowable 14.900 k Title : Dsgnr: Description : Scope: Steel Column Base Plate Code Ref : AISC 9th Ed ASD, 1997 UBC, 2003 IBC. 2003 NFPA 5000 Steel Section Section Length Section Width Flange Thickness Web Thickness Allowable Stresses Concrete fc Base Plate Fy Load Duration Factor Anchor Bolt Data Dist. from Plate Edge Bolt Count per Side Tension Capacity Bolt Area Job # Date: 2:39PM, 21 JAN 08 HSS6x6x1 /4 6.000 in 6.000 in 0.233 in 6.000 in 3,000.0 psi 36.00 ksi 1.330 2.000 in 2 14.900 k 0.790 in2 southcenter wa. ecwCatadations Baseplate OK Partial Bearing : Bolts in Tension C5.1.2 JUAO• lighting Project: Fixture Type: Location: Contact /Phone: PRODUCT SPECIFICATIONS Lamp One 70W or100W ED17 medium base Ceramic or standard Metal Halide lamp • Coated lamps recommended. Socket Housing Medium base, glazed porcelain, 4kV pulse - rated socket with nickel- plated copper screw shell • Extruded aluminum housing with heat dissipating fins. Reflector .050" aluminum clear Alzak reflector or clear Alzak reflector with black baffle • Other reflector finishes including Wheat ( -WT) and Haze ( -HZ) are available on a special order basis. Lens Protective tempered Ilea- glass shield. Trim Ring White baked enamel on steel • Optional unpainted Self Flanged trim. Ballast Pre - wired, encased and potted electronic metal halide ballast • High power factor, low THD, lightweight ballast provides excellent line regulation with +/- 0.5% output variation over +/- 10% change in line voltage • Programmed cooling off period minimizes hot restrike time and lamp turn-off function eliminates long term lamp cycling at end of life • Minimum - 30 "C / -22 "F lamp starting temperature • Ballast is mounted to J -Box cover and is replaceable from below ceiling. Testing All reports are based on published industry procedures; field performance may differ from laboratory performance. Product specifications subject to change without notice. INSTALLATION Mounting Bracket Housings are equipped with vertically adjustable mounting brackets that accept''/4 "conduit, "C" channels (HB -26 or HB -50), linear flat bars (LB -27) or 26" telescoping Real Nail bar hangers (HB -1). Junction Box Pre - wired, oversized junction box • U.L. listed /CSA certified for through- branch wiring, maximum 8 No. 12 AWG 90° C branch circuit conductors (4 in, 4 out) • Junction box provided with removable access plates, (4)'/" and (1)'/." knockouts and ground wire. Mounting Frame 16-gauge, die - formed galvanized steel Plaster Frame, excluding mount ng brackets • Rough -in section (ballast, junction box, mounting frame, socket housing) fully assembled for ease of installation. Labels Product thermally protected against improper use of insulation • Union made, AFL -CIO • U.L. listed and CSA certified for damp locations. PRODUCT CODES Catalog Number _ Trim Finish M6-70E/120V-8600C-WH Gear Alzak M6-70E/120V-8601B-WH Clear Alzak, Black Baffle M6- 100E /120V- 86000 -WH Clear Alai M6- 100E /120V- 86016 -WH Clear Alzok, Block Baffle For 277V substitute "277V" for "120V° in catalog number. REV -9/03 6" METAL HALIDE DOWNLIGHT OPEN APERTURE with CLEAR SAFETY LENS ED-17 Metal Halide 70W/1 00W, Electronic Ballast M6- (70,100)E- 8600C, 8601 B Wattage and Lamp 10W MH ED17 10W MH ED17 100W MH E017 100W MH ED17 INCOMPLETE LTR# DIMENSIONS 9 3/4" ENGINEERING DATA ANSI 9 Input Current (max.) Input Power Power Factor Harmonic Distortion Sound Rating ACCESSORIES Catalog No. HB -1 HB -26 HB -50 LB -27 To order. specify catalog number I~ 5 7/8" —� l0W 120V/277 M143, M98 0.67A / 0.29A 79W High <15% A 7 5/8 " - -- CIT RECEIVED KVUIL,q FEB 0 7 2008 IT CENTER 6 7/8" CEILING CUTOUT 100W 120V/277 M140, M90 0.90A/0.41A 110W High <15% A Description Two Real Nail Bar Hangers 26" (-Channel Bar Hangers w/ T-Bar Clips (set of 2) 50" C -Channel Bar Hangers w/ 1-Bar Clips (set of 2) 27" linear Flat Bars (set of 2) O PTIONS Catalog No. Description F Fusing A Quartz Restnke (100W maxi J J SF Unpainted Self Flange Trim (replace -WH with -SF) ��• To specify add to catalog number P 01°4 PHOTOMETRIC REPORT Test Report #: PT08031301 Catalog No: M6.70E- 8600E-WH Total Luminaire Efficiency: 39.3% Luminaire Spacing Criterion:.9 Luminaire: 6' Recessed Downlight with Protective Glass Shield, Clear Alzak Reflector Lamp: One MHC70 /C/U /M ED-17 coated lamp rated @ 6000 lumens ZONAL LUMEN SUMMARY Zone Lumens %Lamp %Fixture 0 - 30° 1441 24.0 61.1 0 - 40 0 1984 33.1 84.1 0 -60 2340 39.0 99.2 __ 0 -90° 2358 39.3 100.0 90.180° 0 0 0 0 - 180° 2358 39.3 100.0 PHOTOMETRIC REPORT Test Report #: PT08031302 Catalog No: M6-70E -8601 B-WH Total Luminaire Effidency: 34.8% Luminaire Spacing Cdteriom.93 Luminaire: 6' Recessed Downlight with Protective Glass Shield, Black Baffle Reflector Lamp: One MHC70 /C /U /M ED-17 coated lamp rated @ 6000 lumens 800 1200 1600 2000 CANDLEPOWER DISTRIBUTION (Candelas) Degrees Vertical Average 0 2290 5 2270 10 2110 15 1916 20 1118 25 1472 30 1144 35 864 40 625 45 316 50 181 55 73 60 21 65 18 70 9 75 0 80 85 90 0 *Multipliers: 100W • .1.50 CANDLEPOWER DISTRIBUTION (Candelas) Degrees Vertical Average 0 1981 5 1952 10 1887 15 1824 20 1586 25 1325 30 - - 1016 35 749 40 507 45 314 50 156 55 52 60 13 65 8 70 4 75 __ 0 80 0 85 0 90 0 *Multipliers: 100W -1.50 ZONAL LUMEN SUMMARY Zone Lumens %Lamp %Fixture 0 -30 1317 21.9 63.1 0 -40° 1787 29.8 85.7 0.60 2077 34.6 99.6 0 -90 2086 34.8 100.0 . 90.180° 0 0 0 0-180° 2086 34.8 100.0 Note: 0.88 Lumen Depreciation Factor (LDF =0.88 recommended to reflect 10% higher mean lumens of electronically ballasted CMH lamps vs. magnetically ballasted CMH lamps (typically LDF =0.80 For magnetic) LUMINANCE (Average cd /ms ) Average Luminance 29177 6933 2313 0 Degrees 45 55 65 15 • 85 0 INITIAL FOOTCANDLES (One Unit, 70W, 60.0° Beam) Distance to Illuminated Plane Footcandles Footcandles Beam (Feet) Beam Center Beam Edge Diameter 6 63.6 20.7 6.9' 35.8 11.6 9.2' 0 22.9 7.4 11.5' 12 15.9 5.2 13.9' 14 11.1 3.8 16.2' 16 8.9 2.9 10E 7.1 2.3 20.8' 0 . 5.7 1.9 23.1' (Beam Edge defined as 50% a Maximum Nair Con. epower) COEFFICIENTS OF UTILIZATION - (Zonal Cavity Method) Effective Floor Cavity Refl. 20% (pfc) Pcc 80 70 50 30 10 0 RCR Pw 50 30 10 50 30 10 SO 10 50 10 50 10 0 0 47 47 47 46 46 46 44 44 42 42 40 40 39 1 43 42 41 42 42 41 41 39 39 38 38 37 36 2 40 38 37 39 38 36 38 36 37 35 36 34 33 3 37 35 33 36 34 33 35 32 34 32 34 31 _ 31 4 34 32 30 34 32 30 33 30 32 29 31 29 28 5 32 29 28 31 29 27 31 27 30 27 29 27 26 6 30 21 25 29 27 25 29 25 28 25 28 25 24 _ 1 - 28 25 23 27 25 23 27 23 26 23 26 23 22 8 26 23 22 26 23 22 25 _ 21 25 21 24 21 21 9 24 22 20 24 22 20 24 20 23 20 23 20 19 10 23 20 19 23 20 19 22 19 22 19 22 19 18 Pcc - Ceiling Cavity Reflectance (%) Pw - Wall Reflectance (%) LUMINANCE (Average cd /ms ) Average Luminance 24360 4916 Degrees -- 45 55 65 15 85 1088 JUAO'lighting nm 1300 S. Wolf Road, P.O. Box 5065, Des Plaines, IL 60017 -5065 Phone 847.827.9880 FAX 847.827.2925 • 220 Chrysler Dr., Brampton, Ontario, Canada, 16S 686 Phone 905.792.7335 FAX 905.792.0064 Visit us at www.lunolighting.cDm AVERAGE INITIAL FOOTCANDLES Multiple Unit (Square Array, 60' x 60' Room) Ceiling 80% Wall 50% Floor 20% Spacing RCR1 RCR3 RCRS 5.0' 103 89 77 6.0' 72 62 53 7.0' 58 50 4 _ 3 - 8.0' 46 39 34 9.0' 35 30 26 10.0' 26 22 19 12.0' 18 15 13 - AVERAGE INITIAL FOOTCANDLES Multiple Units (Square Array, 60' x 60' Room) Ceiling 80% Wall 50% Floor 20% Spacing RCRI RCR3 RCRS 5.0' 91 79 61 6.0' _ 63 55 _ 47 1.0' -- 51 45 38 8.0' 41 35 30 31 27 23 23 20 17 16 14 12 INITIAL FOOTCANDLES (One Unit, 70W, 60.8° Beam) Distance to Illuminated Plane Footcandles Footcan Beam (Feet) Beam Center Beam Edge Diameter 6 55.0 17.7 1.0' 0 31.0 9.9 9.4' 19.8 6.4 11.7' 1 13.8 4.4 R1' 10.1 3.2 16.4' 1.1 2.5 18.8' 18 6.1 1.0 21.1' 2l 5.0 1.6 23.5' (Beam Edge defined as 50% of Maximum Nadir Candlepower) COEFFICIENTS OF UTILIZATION-% (Zcsnol Cavity Method) Effective Floor Cavity Refl. 20% (pfc) Pcc 80 70 50 30 10 0 RCR Pw 50 30 10 50 30 10 50 10 50 10 50 10 0 0 41 41 41 40 40 40 39 39 37 37 _ 35 35 35 1 ' 38 37 31 38 37 36 36 35 35 34 33 32 2 35 34 33 35 34 32 34 32 33 31 32 30 _ 30 3 33 31 30 _ 32 31 29 31 29 31 28 30 28 27 4 31 28 27 30 28_ 27 29 26 29 26 28 26 25 5 28 26 25 28 26 25 27 24 27 24 26 24 _ 23 6 26 24 23 26 24 23 26 22_ 25 22 25 22 22 7 -- 25 23 21 24 22 21 24 21 _24 21 23 21_ 20 8 23 21 19 23 21 19 23 19 22 19 22 19 19 9 22 20 18 22 20 18 21 18 21 18 21 18 11 10 20 18 17 20 18 17 20 17 20 11 19 11 16 Pcc - Ceiling Cavity Reflectance ( %) Pw - Wall Reflectance ( %) 9.0' 10.0' 12.0' Printed in U.S A. ©2003 Juno Lighting, Inc. PRODUCT SPECIFICATIONS • Medium base lampholders are ideal for use over entrance ways, under eaves, over signs, any safety, security, temporary or recreational lighting. Areas requiring good color rendition, instant -on, dim- ming capability, easy installation and low initial cost. • Precision die -cast aluminum with heat sinks and ribs to maxi- mize heat dissipation. • Premium porcelain socket with reinforced screw shell and center contact. • 3300 & 3400 Series both equipped with durable rubber gasket. • 1/2" NPT threaded adjustable arm, locknut preinstalled, prelubed to facilitate mounting. • Cast -in quadrants with serrated teeth lock unit in place once aimed. • Extra long pigtails for easy splicing. �rr�.eync•wy� �t'vSR+,Kax;�Tr ORDERING INFORMATION I [1111 RI 3300 Series - Lampholder r.,:.l. I BULK - Smooth zinc WHT -White I l I Smooth zinc ACCESSORIES 48A -Amber 4 -3/4" diameter heat resistant PAR38 lens 48B -Blue 4 -3/4" diameter heat resistant PAR38 lens 48C -Clear 4 -3/4" diameter heat resistant PAR38 lens aim TE CHN A N F ORMA TION Medium base lampholders accepts PAR38 lamps up to 150W. Beam spread controlled by Parabolic Aluminized reflector. Lamp type: spot, flood, or wide flood. RECEIVED CITY OF TUKWILA FEB 0 7 2008 PEHMIT CENTER Cieseenf A DNLSIon of MOTS 48G -Green 4 -3/4" diameter heat resistant PAR38 lens 48R -Red 4 -3/4" diameter heat resistant PAR38 lens 47- Snap -On holder 3350 -Wire guard INCOMPLETE LTR# PDLJ'3 UL Wet Location listed. LIL rile Number F57163 iiiuiiIIIIIIr June 20, 2008 Jared Taylor 1342 Bell Avenue, Suite 3K Tustin, CA 92780 RE: Letter of Incomplete Application # 1 — Revision #1 Development Permit Application D08 -043 BJ's Restaurant and Brewery — 1159 Southcenter Mall Dear Mr. Taylor, This letter is to inform you that your revision to your permit application received at the City of Tukwila Permit Center on June 17, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenker service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator Enclosures File: D08 -043 • • .o o ity of Tu jt; ,sr la Department of Community Development Jack Pace, Director P: \Permit Center\Incomplete Letters\2008\DO8 -043 Incomplete Ltr #1-Rev # 1.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washin2ton 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • • Determination of Completeness Memo Date: June 19, 2008 Project Name: BJ's Brewery and Restaurant Permit #: D08 -043 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide material specifications for the hanging millwork. 2. Provide a floor plan to identify where the hanging millwork shall be placed. Be more specific as to the actual size of the hanging millwork. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. COPIES DATE DESCRIPTION 1 3 -1 1 -08 Construction Document Set (full size) 1 3 -12 -08 Response Letter 1 Tukwila, WA 98188 ES Report- 1720 Phone: ❑ For approval /1 For your use ❑ For review & comment Attention: Dave Larson Date: March 12, 2008 Tukwila Building Division Project No: 024203.014.500.9999 6300 Southcenter Blvd Suite 100 Re: BJ's - Southcenter Tukwila, WA 98188 Phone: Cariceroo ougillts 1420 W. Mockingbird Lcne Suite 800 Dallas, TX 75247 Main: 214- 920 -8100 Fax: 214- 688 -0618 We are sending you these items via: Fed Ex (Standard) REMARKS: Please feel free to call with any questions or comments. Thank you, Juan Broussard 214- 920 -8100 p • 0 oglb COPIES DATE DESCRIPTION 3 3-1 -08 Construction Document Set (full size) 1 1 -25 -08 Consultants Letter Tukwila, WA 98188 Phone: ❑ For approval /1 For your use ❑ For review & comment Attention: Dave Larson Date: March 12, 2008 Tukwila Building Division Project No: 024203.014.500.9999 6300 Southcenter Blvd Suite 100 Re: BJ's - Southcenter Tukwila, WA 98188 Phone: Carter :Burgas 1420 W. Mockingbird Lane Suite 800 Dallas, TX 75247 Main: 214- 920 -8100 Fax: 214- 688 -0618 • We are sending you these items via: Fed Ex (Standard) REMARKS: Please feel free to call with any questions or comments. Thank you, Juan Broussard 214- 920 -8100 DM 00 • ANF & ASSOCIATES January 25, 2008 Jacobs Carter Burgess 1420 W. Mockingbird Ln, Suite 800 Dallas, TX 75247 Attn: Tray Sweatman, P.E. Lead Structural Engineer — Restaurant Program Group RE: BJ's, South Center, Tukwila, WA Dear Tray: We are the structural engineer of record of the South Center expansion project. We have completed our review of the proposed mechanical and lateral loads as indicated on BJ's drawing S1.1 received from you by email on December 23, 2007. Our conclusion is that the South Center structure can safely carry the BJ's proposed mechanical loads and the lateral loads generated from the BJ's patio. Please call us should you have any questions regarding the above. Sincerely yours, ANF & Associates Danny M. Yu; S.E. Principal NH /DY /rh E:\DY2008{25906 Letter to Jacobs Carter Burgess re BJ's, South Center Mall dated 1 -25 -2008 • poo4f' 9420 Telstar Avenue, Suite 118 • El Monte, CA 91731 Tel: (626) 448 -8182 • Fax: (626) 448 -8092 • E -mail: anf1688 @pacbell.net Consulting Structural Engineers MAR 17 2008 ,EHMIT CENTEF, COPIES DATE DESCRIPTION 1 Tukwila Building Division Material Board 1 3 -20 -08 Response letter Tukwila, WA 98188 Phone: For approval RECEIVED CITY OF TI IKWILA ❑ For your use LIAR 2 1 mge ❑ For review & comment 'Ek11.' , ., ;;=k Attention: Moira Carr Bradshaw, Date: March 20, 2008 Tukwila Building Division Project No: 024203.014.500.9999 6300 Southcenter Blvd Suite 100 Re: BJ's - Southcenter Tukwila, WA 98188 Phone: CarrilerenDurgits 1420 W. Mockingbird Lane Suite 800 Dallas, TX 75247 Main: 214- 920 -8100 Fax: 214- 688 -0618 Thank you, Juan Broussard 214- 920 -8100 • We are sending you these items via: Fed Ex (Standard) REMARKS: Please feel free to call with any questions or comments. PACKAGE 3 OF 3 CORR 1C 710N LTR# COPIES DATE DESCRIPTION Tukwila Building Division 2 3 -10-08 Construction Document Set (full size) Re: BJ's - Southcenter Tukwila, WA 98188 Phone: I For approval ❑ For your use fASCEV 1k-A For review & comment R .) l!`.�`4 Attention: Moira Carr Bradshaw, Date: March 20, 2008 Tukwila Building Division Project No: 024203.014.500.9999 6300 Southcenter Blvd Suite 100 Re: BJ's - Southcenter Tukwila, WA 98188 Phone: CalerglIntits 1420 W. Mockingbird Lcne Suite 800 Dallas, TX 75247 Main: 214- 920 -8100 Fax: 214- 688 -0618 • We are sending you these items via: Fed Ex (Standard) REMARKS: Please feel free to call with any questions or comments. PACKAGE 2 OF 3 Thank you, Juan Broussard 214- 920 -8100 CORRECTION LTR# JE These drawings /documents are being submitted by Carter & Burgess Inc Carter & Burgess. Inc. is a wholly owned subsidiary of Jacobs Engineering Group Inc and hereinafter referred to as Jacobs Carter Burgess. March 20, 2008 Mr. Dave Larson, Sr. Plans Examiner Tukwila Building Division 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Phone: 206 - 431 -3678 Dear Mr. Larson: This letter is the written response to comments dated February 7, 2008. Below are responses per your requirements and comments, please reference Delta 4 on the applicable drawings. RE: Permit #D08.043 (Building) 1 2. Re: BJ's Restaurant and Brewery 1159 Southcenter Mall Building /Planning Plan Check#D08 -043 Items 3 and 4 on correction letter #1 were not completely addressed in your response. In both cases all pages and specific details that refer to materials or assembly methods that are not compatible with type II B construction should be revised so as to not cause confusion for the builders and inspectors during construction. Response: All sections and corresponding details have had references to plywood exterior sheathing removed and the following note has been added to sheets: A3.0, A3.1, and A3.2. NOTE: ALL EXTERIOR SHEATHING TO BE; APA RATED SHEATHING 32-16, 112" DENS -GLAS GOLD AS MFR BY GEORGIA PACIFIC, EXPOSURE 1. REFER TO SPECIFICATIONS, SHEET SP1.0, SECTION 06100 - CARPENTRY, ITEM 2.a. THIS NOTE APPLIES TO ALL VERTICAL AND HORIZONTAL DETAILS AND SECTIONS. The second part of item 3 on correction letter #1 asking to prove that the exterior EIFS system complies with 2603.5 IBC may be addressed by referencing an ICC Evaluation Service report that might list it as acceptable in type II -B construction. Response: Please find attached a copy of the cover sheet of ICC Evaluation Service report numbered ESR- 1720. If necessary when a full report is available for us to forward to you as well. Please feel free to contact me with any questions or comments at your earliest convenience. You can reach me directly at 214.920.8100. Si cerel Broussard Project Manager Jacobs Carter Burgess • JACOBS Carter Burgess • fiECEIVED CITY OF TUKWILA MAR 2 ? 2008 WAIT r;ENTER CORK C ON L R # JE March 20, 2008 3. JACOBS Carter Burgess Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Re: BJ's Restaurant and Brewery 1159 Southcenter Mall Building /Planning Plan Check#D08 -043 RE: Permit #D08 -043 (Planning) 1 Entrance Tower • These drawings /documents are being submitted by Carter & Burgess Inc. Carter & Burgess. Inc is a wholly owned subsidiary of Jacobs Engineering Group Inc and hereinafter referred to as Jacobs Carter Burgess This letter is the written response to comments dated February 7, 2008. Below are responses per your requirements and comments, please reference Delta 4 on the applicable drawings. Awaiting sample of ''mesh" material. In addition, the tower needs to have treatment on all four sides that are viewable from the upper level parking area. Response: Please refer to the new Sample Board provided. Wire mesh will also be added to the back side of the tower if visible from parking structure. 2. Elevations Sheet A2.1 Drawings 4& 5 are interior elevations for the patio walls. Please provide a drawing of elevations from exterior view or affirm that the drawings presented will be mirror images. The vinyl images could be considered a sign if they "contain images related to the products or services available at the business." In lieu of vinyl graphics, the take out waiting area could have a window and the panel to the east side of the expansion joint could have an image that doesn't reference the materials used for making beer or you could consider an ornamental wall treatment, such as the metal detailing around the patio, or some other high quality material. Response: Please see new exterior elevations added to sheet A2.1 that address comment about walls opposite drawings 4 & 5 not previously shown. As shown on both sheets A2.0 and A2.1 vinyl graphics have been removed. Windows have been added to the take -out wall and textured EIFS is now shown at the area East of the expansion. Lighting. E1.0 There is a conflict between the elevations and lighting plan. Elevations show a menu board whereas electrical plan shows a fixture. Suggest you add the decorative sconce to one side of the entry door on the east side. Response: Sheets A1.3 and E1.0 have been coordinated to show a menu box as originally design. This matches BJ's current national image. 4. Landscape The approved Tenant Criteria outlined below suggests that a landscape element be included between tenant storefront. Si cerely, There are locations where landscape areas or landscape elements would be appropriate. The site plan provided has no scale. The area between the patio and curb must be a minimum of 12 feet — please provide a plan that documents the relationship between the tenant edge and the sidewalk curb and corrects conflicts between landscaping and the BJ tenant space. Response: Sheet A0.3 has been added to illustrate compliance to Tenant 5 Criteria. Please feel free to contact me with any questions or comments at your earliest convenience. You can reach me directly at 214.920.8100. Juan Broussard Project Manager Jacobs Carter Burgess See Tenant 5 Criteria: • • Jacobs Carter Burgess Page 2 of 2 • The exterior design shall include a landscaping element to provide transitions between building and pedestrian areas, soften building edges, provide focal points and create interest and detail. JE March 12, 2008 JAC8BS Carter Burgess Mr. Dave Larson, Sr. Plans Examiner Tukwila Building Division 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Phone: 206- 431 -3678 Re: BJ's Restaurant and Brewery 1159 Southcenter Mall Building /Planning Plan Check#D08 -043 Dear Mr. Larson: 2. Sincerely, J40n Brouss. Project Manager Jacobs Carter Burgess CORREVON L7R# • These drawings /documents are being submitted by Carter & Burgess Inc. Carter & Burgess. Inc. is a wholly owned subsidiary of Jacobs Engineering Group Inc and hereinafter referred to as Jacobs Carter Burgess. This letter is the written response to comments dated February 7, 2008. Below are responses per your requirements and comments, please reference Delta 4 on the applicable drawings. RE: Permit #D08 -043 (Building) 1 Items 3 and 4 on correction letter #1 were not completely addressed in your response. In both cases all pages and specific details that refer to materials or assembly methods that are not compatible with type II B construction should be revised so as to not cause confusion for the builders and inspectors during construction. Response: All sections and corresponding details have had references to plywood exterior sheathing removed and the following note has been added to sheets: A3.0, A3.1, and A3.2. NOTE: ALL EXTERIOR SHEATHING TO BE; APA RATED SHEATHING 32-16, 112" DENS -GLAS GOLD AS MFR BY GEORGIA PACIFIC, EXPOSURE 1. REFER TO SPECIFICATIONS, SHEET SP1.0, SECTION 06100 - CARPENTRY, ITEM 2.a. THIS NOTE APPLIES TO ALL VERTICAL AND HORIZONTAL DETAILS AND SECTIONS. The second part of item 3 on correction letter #1 asking to prove that the exterior EIFS system complies with 2603.5 IBC may be addressed by referencing an ICC Evaluation Service report that might list it as acceptable in type II -B construction. Response: Please find attached a copy of the cover sheet of ICC Evaluation Service report numbered ESR- 1720. If necessary when a full report is available for us to forward to you as well. Please feel free to contact me with any questions or comments at your earliest convenience. You can reach me directly at 214.920.8100. tO?r MAR 17 201 t PEhiivii I CEN t. :ES • REPORT' 0CC Evaluation Service, lnc. www.icc - es.orq DIVISION: 07— THERMAL AND MOISTURE PROTECTION Section: 07240 — Exterior Insulation and Finish Systems REPORT HOLDER: STO CORP. 3800 CAMP CREEK PARKWAY BUILDING 1400, SUITE 120 ATLANTA, GEORGIA 30331 (404) 346 -3666 www.stocorp.com EVALUATION SUBJECT: STO ESSENCE EIFS, STO CLASSIC EIFS, STO PREMIER EIFS 1.0 EVALUATION SCOPE Compliance with the following codes: n 2006 International Building Code (IBC) a BOCA National Building Code /1999 (BNBC) a 1999 Standard Building Code (SBC) a 1997 Uniform Building Code TM (UBC) Properties evaluated: a Noncombustible construction © Ignition resistance © Surface burning characteristics a Structural— transverse wind load resistance n Weather resistance a Fire - resistance -rated construction 2.0 USES The Sto Essence, Sto Classic and Sto Premier EIFS are used as insulation and exterior wall finishes for combustible and noncombustible construction. 3.0 DESCRIPTION 3.1 Ste Essence EIFS: 3.1.1 General: Sto Essence EIFS is an exterior insulation and finish system (EIFS) clad wall assembly applied to wood or steel - framed exterior walls covered with gypsum sheathing or wood -based panel sheathing and concrete and masonry substrates. System components include an adhesive, a rigid expanded polystyrene (EPS) insulation board, a base coat, reinforcing mesh and a synthetic plaster finish. Specific materials used in Sto Essence EIFS are listed in Table 1 and described in Section 3.1.2. c p9B,REC - f lON LTR# 3.1.2 Materials: 3.1.2.1 Substrates: 3.1.2.3 Adhesives: • ESR -1720 Reissued April 1, 2007 This report is subject to re- examination in one year. Business/Regional Office n 5360 Workman Mill Road, Whittier, California 90601 • (562) 699-0543 Regional Office • 900 Montdair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office a 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 The Sto Essence EIFS is permitted to be used on (1) buildings classified under the IBC with walls that are required to be of combustible or Type I II, Ill, or IV (noncombustible) construction other than framed walls in a Group R1, R2, R3 or R4 Occupancy Group; (2) buildings classified under the BNBC with walls that are required to be of combustible or Type I, II, III, or IV (noncombustible) construction other than framed walls in Use Groups R -1, R -2, R -3 or R-4; (3) buildings classified under the SBC with walls that are required to be of combustible or Type I, II, Ill, or IV (noncombustible) construction other than framed walls in a R1, R2, or R3 Occupancy Group; and (4) buildings with walls that are required to be of combustible or noncombustible construction under the UBC other than framed walls in a Group R, Division 1 or Division 3, Occupancy Group. 3.1.2.1.1 Gypsum Sheathing: Gypsum sheathing must be minimum I / 2 -inch-thick (12.7 mm), water - resistant core sheathing complying with ASTM C 79. Sheathing may also be Dens -Glass Gold or Dens -Glass Gold Fireguard Type X, minimum 1 / 2 -inch-thick (12.7 mm), water - resistant core gypsum sheathing products manufactured by G -P Gypsum Corporation and recognized in an ICC -ES evaluation report. 3.1.2.1.2 Wood -based Panel Sheathing: Wood -based panel sheathing must be minimum 3 / 8 -inch-thick (9.5 mm) exterior -grade plywood or Exposure 1 oriented strand board (OSB) complying with U.S. DOC PS -1 or PS -2. 3.1.2.1.3 Concrete and Masonry: Concrete and masonry substrates must comply with the applicable code. 3.1.2.2 Insulation Board: Insulation board is a rigid expanded polystyrene (EPS) insulation board with a nominal density of 1.0 lb /ft (16 kg /m complying with ASTM C 578 as Type I, and having a flame - spread index not greater than 25 and a smoke - developed index not greater than 450 when tested in accordance with ASTM E 84 (UBC Standard 8 -1). The boards are 24 inches (610 mm) wide by 48 inches (1219 mm) long and have thicknesses ranging from 3 /, inch to 4 inches (19.1 mm to 102 mm). 3.1.2.3.1 Ste Primer /Adhesive -B: Sto Primer /Adhesive -B is a factory- blended, polymer - modified, cement -based adhesive that is also used as a base coat. Packaged in 60 -pound (27.2 kg) bags, the product has a one -year shelf life when stored at temperatures between 40 °F and 90 °F (4 °C and 32 °C). As an adhesive for insulation board attachment, Sto Primer /Adhesive -B is permitted for use on gypsum sheathing, Dens -Glass Gold type sheathings, and concrete and masonry surfaces. REPORTS° are not to he son.stru,lJ as representing aesthetics or ant other attributes not spr,.,f cally addressed, nor are they to he s,sootrued as an endorsement a/the subject of the report oro res'ssmmendati,sn/ssr tt.s use, There isno Warranty htIt Y' Evaluation Sen. me. Inc.. tvg y44 /4finding or other mailer in this report. or as to any product covered by the report. MAR 17 2008 PEFiw�l CENTEr ,mud rmo MOM= COMFICATION Page 1 of 21 March 10, 2008 Jared Taylor 1342 Bell Avenue, Suite 3K Tustin, CA 92780 RE: CORRECTION LETTER #2 Development Application Number D08 -043 BJ's Restaurant and Brewery —1159 Southcenter Mall Dear Mr. Taylor, • Cizy of Tukwila • Department of Community Development Jack Pace, Director 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 Planning Department. At this time the Fire and Public Works Departments have no comments. Building Department: Planning Department: If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D08 -043 P:\Permit Center\Correction Letters\2008\D08 -043 Correction Ur #2.DOC wer Dave Larson, at 206 - 431 -3678 if you have questions regarding the attached comments. Moira Bradshaw, at 206 - 431 -3651 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: March 06, 2008 Project Name: BJ's Restaurant Correction #2 Permit #: D08 -043 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Items 3 and 4 on correction letter #1 were not completely addressed in your response. In both cases all pages and specific details that refer to materials or assembly methods that are not compatible with type II B construction should be revised so as to not cause confusion for the builders and inspectors during construction. 2. The second part of item 3 on correction letter #1 asking to prove that the exterior EIFS system complies with 2603.5 IBC may be addressed by referencing an ICC Evaluation Service report that might list it as acceptable in type II-B construction. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Interdepartmental Memorandum To: Permit Division • • From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 11 March 2008 Subject: D08 -043 BJ's Entrance Tower Awaiting sample of "mesh" material. In addition, the tower needs to have treatment on all four sides that are viewable from the upper level parking area. Elevations Sheet A2.1 Drawings 4 &5 are interior elevations for the patio walls. Please provide a drawing of elevations from exterior view or affirm that the drawings presented will be mirror images. The vinyl images could be considered a sign if they "contain images related to the products or services available at the business." In lieu of vinyl graphics, the take out waiting area could have a window and the panel to the east side of the expansion joint could have an image that doesn't reference the materials used for making beer or you could consider an ornamental wall treatment, such as the metal detailing around the patio, or some other high quality material. Lighting. E1.0 There is a conflict between the elevations and lighting plan. Elevations show a menu board whereas electrical plan shows a fixture. Suggest you add the decorative sconce to one side of the entry door on the east side. Landscape The approved Tenant Criteria outlined below suggests that a landscape element be included between tenant storefront. There are locations where landscape areas or landscape elements would be appropriate. See Tenant 5 Criteria: • The exterior design shall include a landscaping element to provide transitions between building and pedestrian areas, soften building edges, provide focal points and create interest and detail. The site plan provided has no scale. The area between the patio and curb must be a minimum of 12 feet — please provide a plan that documents the relationship between the tenant edge and the sidewalk curb and corrects conflicts between landscaping and the BJ tenant space. Q: \mall \D08- 043BJs #2.doc c„AC O '835 Canter o aan' ess These drawings /documents are being submitted by Carter & Burgess Inc. Carter & Burgess. Inc. is a wholly owned subsidiary of Jacobs Engin ering Group Inc and hereinafter referred to as Jacobs Carter Burgess. February 22, 2008 Mr. Dave Larson, Sr. Plans Examiner Tukwila Building Division 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Phone: 206- 431 -3678 Re: BJ's Restaurant and Brewery 1159 Southcenter Mall Building /Planning Plan Check#D08 -043 Dear Mr. Larson: This letter is the written response to comments dated February 7, 2008. Below are responses per your requirements and comments, please reference Delta 4 on the applicable drawings. RE: Permit #D08 -043 (Building) 1 The geotechnical report provided by Giles Engineering Associates, Inc. recommends that they be provided with a copy of the soils report for the mall addition construction to confirm that the proposed standard construction procedure is acceptable and appropriate. Giles also recommends that they review the finalized foundation plans for BJ's which may result in further recommendations and /or revisions. Please provide a follow -up document from Giles to confirm that all of their recommendations have been completed. The report also states that maximum total and differential settlement is within tolerable limits provided it is appropriately considered in the structural design. Please have structural engineer document this or state where it was already documented in the permit submittal. Response: The foundations for the new tenant structures have been designed per all recommendations contained in the geotechnical soils report by Giles Engineering Associates, Inc. Reference the foundation notes on sheet SO.1 of the structural drawings. 2. None of the wall types shown on the plan refer to a fire rating. The adjoining interior perimeter spaces are not clearly marked as to what they are. Please verify that the perimeter walls are not required to be 1 hour fire barriers as required to separate exit passages or fire partitions as required to separate tenants. Should one of these be required please add notes to wall section types as necessary and add UL listing and construction details to plans as well. You may need to consult mall and tenant coordinators as some of these walls are constructed by mall contractor, but only covered on mall side. The tenant contractor is to complete the assembly and so the same assembly needs to be shown on the plans. Response: Refer to 1/A1.1 and UL 21A1.1. Mall is responsible for mall side, BJ's is responsible for their side. 3. The patio area woulc be considered an interior space when the roll -down doors are down. The EIFS system proposed to be installed on the underside of the roof of this area would not be acceptable per chapter 26 of the IBC as it is not protected with a thermal barrier. Also the exterior EIFS system needs to comply with section 2603.5 IBC and we will need documentation to verify compliance with all applicable items in this section. Please revise plans or respond to these concerns with code justification that would allow installation as proposed. Response: Refer to 61A3.2. Provide thermal barrier (noted as exterior sheathing). Refer to specification section, Sheet SP1.0, Section 06100 - Carpentry, Item 2a — Wall Sheathing. r CITY FEB 2 6 2008 PERMIT CE:vl ER CORRECTION 4. Several details refer to sheathing without stating what the material is. Please state proposed material to be used in all details to verify acceptable in type II B construction. Also wood members are called for on plans. Combustible construction is not allowed except as permitted in section 603 IBC. Please revise plans as necessary. Response: Refer to specification section, Sheet SP1.0, Section 06100 — Carpentry, Item 2a - Wall Sheathing. 5. Emergency lighting needs to be installed along the entire means of egress path at intensity levels as required per section 1006.4 IBC where ever the path is required to lead to two separate and distinct exits. The lighting shown may not be enough but adding a note referring to this code section would be acceptable. Some areas do not show any emergency lighting. The patio area and outside the main double entry doors. Again, the patio area is interior space with doors down and all exterior exit doors need at least one emergency light. Response: A note has been added to the E1.0 sheet regarding the coverage of emergency lighting required. Also additional F4 (exterior emergency) fixtures have been added to the patio area and to the exterior egress from the patio. 6. Add vertical grab bar at side of accessible toilets per section 604.5.1 of ICC /ANSI A!!7.1 -2003. Response: Refer to 9/A1.6. Typical for all toilet rooms per ANSI 2003. PLANNING DIVISION COMMENTS: • • Entrance Tower: 1. Please provide a sample of "mesh" material. The preference would be to maybe not introduce a new material. Let's discuss. Response: BJ's will provide sample and explanation for mesh material at a later date. 2. Please provide information /detail on the brackets on tower. Elevations do not consistently show the brackets. If they are used they should be consistently shown around all sides. Response: Brackets (corbels) are a BJ's signature. They will be shown on three sides (W, E, S) as North side is hidden and adjacent to high parapet wall. Elevations 1. Will the foam medallions be flush with or be placed on top of the adjacent EFIS ? Per Ml- it appears that they are covers for the venting system? Response: The medallions are surface mounted, not part of the HVAC system. 2. Please specify that the expansion joint on the south facade will be painted to match the colors of the adjacent materials. Response: Added note on 1/A2.0 to match adjacent color. 3. Sheet A2.1 does not adequately show the west elevation — particularly the view of the patio area from the side. Our concern with this will be the treatment of the west patio wall and the adjacent south wall with the mural. Is it possible to add more transparency in this location? If not, will you use landscaping to fill the void? The Tenant Criteria says that "vertical limits of patio enclosures shall not exceed 12 feet ..." and that "fences or gates enclosing the patio areas shall permit visibility into the patio space." Response: Added window on west side 1/A2.0 and 41A2.1 (interior elevation). BJ's reviewing height restriction with landlord. Refer to elevation 31A2.1 for overhead door fenestrations (95% glass). 4. Please provide the specifications for the murals proposed on the south and east walls. Response: Flat digital print stretched in an aluminum frame on a vinylized material "Work of Art". Jacobs Carter Burgess Page 2 of 3 Sinc ely, i f Br ub ssaf6 Project Manager Jacobs Carter Burgess • • Jacobs Carter Burgess Page 3 of 3 Tt. „ la C,. irr,. v 7 . 1 . B a d ^l Jt.l .,i I 'r -J i Rr•s „t mi'td • .t y z2 L l� 5. A2.0 Indicates that the finish adjacent to the door into the "carry out” section will be EIFS. The colored rendering provided shows a different concept that uses glass, which would be preferable. The use of EIFS in high traffic locations is not desireable. Tenant Criteria: A maximum of 20% of the surface area of Tenant's storefront may be finely detailed and finished with E. l. F. S. or horizontal articulation (fins, slats, cement board siding.) Response: Revised adjacent material to glass side lights and stone wainscot. Refer to 1/A2.0 and 21A2.0. 6. A 2.0 shows a heavy line above and below the 26 GA copper and S/S fascia. The detail on A3.1 (9) does not clarify how the metal is used and the material of the dark horizontal line? Let's discuss. Response: Heavy lines — refer to 91A3.1. Metal clad over fascia painted. 7. A 2.0 indicates extruded foam fascia at the top of the corbels. The material seems to have openings or have a pattern, that is to say it doesn't appear to be solid. The cross section shows a semicircular element. Is it possible to imitate the profile of the lighting bands — that is a squared profile? Let's discuss for clarification. Response: Refer to 4/A3.1 and 51A3.1 for clarity. The elevations indicate a curved surface. This is a part of BJ's signature elements. Lighting: 1. The specification /cut sheet for the decorative exterior lighting is not in the packet — KA -38? The cut sheet that was in the packet is for a floodlight by Crescent Stonco and it is not clear where it will be used. According to the electrical plan, there appears *.o be a L -30 and an L -13 at visible locations on the facade. Please provide details. Response: The referenced numbers KA -38, L -30 and L -13 are the circuit numbers in which the lighting fixtures shall be connected to. The light fixtures are type M2D, B2 and type F4. The type F4 and B2 fixture specification sheets have been attached to this response letter. The M2D fixture is the referenced Stonco fixture with a custom screen. A photo of a typical installation has also been attached to this letter. The Stonco (M2D) fixture is located at the front entrance on either side of the revolving door and at the patio columns. 2. The approved Tenant Criteria outlined below suggests that a landscape element be included between tenant storefront. There are locations where landscape areas or landscape elements would be appropriate. See Tenant 5 Criteria: • Opaque portions of the Tenant storefront shall not exceed 30% of the storefront area, i.e. 70% of the storefront shall be either transparent, clear glass, or openings. • The exterior design shall include a landscaping element to provide transitions between building and pedestrian areas, soften building edges, provide focal points and create interest and detail. Response: Tenants responsibility as the perimeter (exterior) walls. The landlord is responsible for all work outside of perimeter wall including landscape. Please feel free to contact me with any questions or comments at your earliest convenience. You can reach me directly at 214.920.8100. JUAO` lighting Project 12 • C5.1.2 Fixture Type: ...� Location: Alti_ei J Contact /Phone: PRODUCT SPECIFICATIONS Lamp One 70W or100W ED1 7 medium base Ceramic or standard Metal Halide lamp • Coated lamps recommended. Socket Housing Medium base, glazed porcelain, 4kV pulse - rated socket with nickel - plated copper screw shell • Extruded aluminum housing with heat dissipating fins. Reflector .050" aluminum clear Alzak° reflector or clear Alzak* reflector with black baffle • Other reflector finishes including Wheat ( -WT) and Haze ( -HZ) are available on a special order basis. Lens Protective tempered clear glass shield. Trim Ring White baked enamel on steel • Optional unpainted Self Flanged trim. Ballast Pre - wired, encased and potted electronic metal halide ballast • High power factor, low THD, lightweight ballast provides excellent line regulation with +/- 0.5% output variation over +/- 10% change in line voltage • Programmed cooling off period minimizes hot restrike tine and lamp turn-off function eliminates long term lamp cycling at end of life • Minimum - 30'C/ -227 lamp starting temperature • Ballast is mounted to J -Box cover and is replaceable from below ceiling. Testing All reports are based on published industry procedures; field performance may differ from laboratory performance. Product specifications subject to change without notice. INSTALLATION Mounting Bracket Housings are equipped with vertically adjustable mounting brackets that occept 'h "conduit, "C" channels (HB -26 or HB -50), linear flat bars (LB -27) or 26" telescoping Real Nail bar hangers (HB -1). Junction Box Pre-wired, oversized junction box • U.L. listed /CSA certified for througF- branch wiring, maximum 8 No. 12 AWG 90° C branch circuit conductors (4 in, 4 out) • Junction box provided with removable access plates, (4)'/2" and (1)' /<" knockouts and ground wire. Mounting Frame 16- gauge, die- formed galvanized steel Plaster Frame, excluding mounting brackets • Rough -in section (ballast, junction box, mounting frame, socket housing) fully assembled for ease of installation. Labels Product thermally protected against improper use of insulation • Union made, AFL -CIO • U.L. listed and CSA certified for damp locations. PRODUCT CODES Catalog Number M6-70E /120V- 86000 -WH M6- 70E /120V- 8601B -WH M6- 100E /120V- 8600C -WH M6- 100E /120V- 86018 -WH Trim Finish C ear Alzak C ear Alzak, Black Baffle C ear Alzak Clear Alzak, Black Baffle For 277V substitute "277V" for "120V" in catalog number. REV -9/03 6" METAL HALIDE DOWNLIGHT OPEN APERTURE with CLEAR SAFETY LENS ED-17 Metal Halide 70W/1 00W, Electronic Ballast M6- (70,100)E- 8600C, 8601 B Wattage and Lamp 70W MH ED17 70W MH ED17 100W MH ED11 100W MH ED17 DIMENSIONS • ENGINEERING DATA low 120V/277 ANSI # M143, M98 Input Current (max.) 0.67A / 0.29A Input Power 79W Power Factor High Harmonic Distortion <15% Sound Rating A ACCESSORIES Catalog No. HB -1 HB -26 HB -S0 LB -27 ° order, ,peo.y catalog "ombe OPTIONS Catalog No. Description 0 SF 27" Linear Flat Bars (set of 2) Desa'iption To specify, odd to catalog number I--- 5 7/8" - 7 5/8" 6 7/8" CEILING CUTOUT 100W 120V/277 M140, M90 0.90A / 0.4IA 110W High <15% A Two Real Nail Bar Hangers 26" C -Channel Bar Hangers w/ T -Bar Clips (set of 2) 50" (-Channel Bar Hangers w/ T -Bar Clips (set of 2) Fusing Quartz Restrike (100W max) Unpainted Self Flange Trim (replace -WB with -SF) Distance to Illuminated Plane _ (Feet) Foetmndles Footcandles Beam Center Beam Edge Beam Diameter 6 55.0 17.7 1.0' 8 31.0 9.9 9.4' 10 19.8 6.4 11.7' 12 13.8 4.4 14.1' 14 10.1 3.2 16.4' 16 7.7 7.5 18.8' 18 6.1 20 21.1' 20 1 5.0 1 6 23.5' PHOTOMETRIC REPORT Test Report #: P108031301 Catalog No: M6- 10E- 8600C -WH Total Luminaire Effidency: ' 39.3% Wain Sparing Criterion: Luminaire: 6" Recessed Downlight with Protective Gloss Shield, Clear Alzak Reflector lamp: One MHC70 /C /U /M ED-17 coated lamp rated © 6000 lumens ZONAL LUMEN SUMMARY _ Zone Lumens %Lamp %Fixture 0 :30° 1441 24.0 611 0.40' 1984 33.1 841___ 0 -60' 2340 39.0 99.2 0=10 2358 _ 39.3 100.0 90180' 0 0 '0 0.180° 2358 39.3 100.0 PHOTOMETRIC REPORT Test Report #: P108031302 Catalog No: M6 -10E -8601 B-WH Total Luminaire,Effidency:'34.8% Luminaire Spicing Criterion: .93 Luminaire: 6" Recessed Downlight with Protective Glass Shield, Block Baffle Reflector Lamp: One MHC10 /C/U /M ED-17 coated lamp rated @ 6000 lumens 800 1200 1'600 0 -30° 0 -40° 0 -60° 090' 90 -180° 0 -180` 2000 0° 1S° ZONAL LUMEN SUMMARY Zane Lumens %Lamp %fixture 1311 11.9 63.1 1787 29.8 85.7 2077 34.6 99.6 2086 34.8 100.0 0 0 0 2086 34.8 100.0 CANDLEPOWER DISTRIBUTION (Candelas) 'Degrees Vertical 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 '. Multipliea:1100W -.1.50 CANDLEPOWER DISTRIBUTION (Candelas) !Degrees Vertical 0 5 10 15 20 25 30 35 40 45 50 55 60 65 10 75 80 85 90 'Multipliers: 100W -1:50 Average 65 2313 2290 '2270 .2110 1916 1718 (One'Unit, 70W, 60.0° Beam) 1472 1144 864 675 316 181 73 21 18 0 0 0 Average 1981 1952 1887 1824 1586 1325 '1016 749 507 314 156 52 13 8 4 0 0 0 0 Note: 0:88 Lumen Depreciation Factor (LDF =0.88) recommended to reflect 10% higher meanllumens of electronically ballasted CMH lamps vs. mogneticallyballasted CMH lamps (ypicolly 1)F =0:80 farmagneticl: LUMINANCE (Average cd /ms ) Average IDegree"s Luminance 45 55 75 85 29177 6933 0 0 INITIAL FOOTCANDLES Distance to Illuminated Plane Footiaadles (Feet) Beam Center 12 16 18 2 (Beam E.ge .e ine. as LUMINANCE (Average cd /mr ) Average Degrees Luminance 45 55 65 75 85 6 63.6 8 10 24360 4976 1088 0 0 INITIAL FOOTCANDLES (One Unit, 70W, 60.8° Beam) Footcanclles Beam Edge 20.7 35.8 11.6 22.9 1.4 15.9 5.2 11:7 3.8 89 2.9 7.1 1.3 5:7 1.9 60 o xirrrum Nadir Candlepower) earn Edge defined as 50% of Maximum Nadir Candlepower Beam Diameter 6.9' 9.2' 11.-5' 13:9' 1162' 18,5' 20.8' '23.1' AVERAGE INRIAL FOOTCANDLES Multiple Units (Square Array, 60' x 60' Room) Ceiling 80% Wall 50% Floor 20% Spacing RCRI RCR3 RCRS 5.0" 6.0' 70' 8.0' COEFFICIENTS OF UTILIZATION (ZonalCavityMethod) ERectiveFloarCavity Rah. 20% (pfc) Pcc 80 __ _ 70 50 30 10 0 RCR_Pw 50 30 10 _ 5 30 '10 50 10 50 10 _50 10_ 0 [0 47 47 47 46_ 46 46 44_44_ 42 42 _40_ 40 39 1 43 42 41 42 42 41 41 39 39 38 38 37 36 '2 38 37 _ 39 38 36 _ _38_ 36 31 35 36 34 33 3 37 35 33 36 34 33 35 32 '34 __32_ _ 34 31 31 _ 4 34 32 30 34'3230 33 30 '32 29 31 29 28 5 32 29 28 31_ 29 27 _31_27 _ 30 27 _29_'27 26 6 30 27 25 '29 21 25_ 29 25 28 _ 25 28 25 24 7 28 25 13 21 25 23 23 26 23 26 23 22 8 26_ 23 22 26 23 22 25 21 25 21 24 21 _ 21 9 24 22 20 2422_ 20 24 20 23 20 23 20 19 10__ 23 20 19 23 20 19 _22_ 19 22 19 _22 19 18 Pcc - Ceiling Cavity Reflectance ( %) Pw - Wall Reflectance (%) AVERAGE INITIAL FOOTCANDLES Multiple Units (Square Array, 60' x 60' Room) Ceiling 80% Wall 50% Floor 20% Spacing RCR1 (RCR3 RCRS 5.0' 91 19 60' 63 55 1.0' 51 45 8.0' 41 35 9.0' 10.0' 12.0' JU JUAO lighting 1 300 ', W r� olf PC Lc 336f.,, [kits Pla lL 660 ° 506 ure 5 Plt 1 4/.827.9880 fAX 8= 17.'82:.2925 � e 220 Chrysler Dr., Brampton, Ontario: Canada, LOS 6B6 Phone 905.792.7335 FAX 905.792.0064 Visit 'us at wrww:,unohght rg.cam 103 89 77 12 '62 53 58 50 43 46 39 3 9.0' 35 30 26 10.0" 26 22 19 12.0' 18 15 13 Printed :in U:S:A:•©2003 lighting Jnc. 67 47 38 30 31 27 23 23 20 17 16 14 12 COEFFICIENTS OF UTILIZATION - (Zonal Cavity Method) Effective Floor Cavity Refl: 20% (Pk) Pa 80 70 50 30 10 0 _RCR Pw 50 3010 50 30 10__ 50 10 30 10 50 10 0 '0 41 41_ 41 40 40 40_ 39 39 37 37 35 35 35 1 38 37 .37 38 31 36_ 36 35 '35_ 34 34 33 32 2 35 34 33 35 34 32 34 32 33 31 32 30 30 3 33 31_ 30 32 31 29_ 31 29 31 28 30 28 27 4 31 28 27 '30 28 21 29 26 29 26 28 26 25 5 28 26 25 28 26 25 27 24 21 24 26_ 24 23 6 26 24 23 26 24 _23 26 22 25 22 25 22 22 1 25 23 21_ 2422_ 21 24 21__ 24 21 _23_21 20 8 '23 21 19 13 21 19 23 19 22 19 22 19 19 9 22 20 18_ 22 20 18 21_ 18 21 18.,,,, '21 18 1.7 _ 10 _ 20 18 17 20 _18 17 20 _ 17 20 17 _ 19 17 16 Pcc- Cehing Cavity Reflectance (%) Pw Wall Reflectance (%) ,Feb.21. 2008 3:28PM BE LIHGTING No.1047 P. 2 RHRI-6V5 RHRI-6V9 RHR2-6V5 RHR2-6V9 RHR-2 ItzTZI••• (outdoor wcathorproof) RI12-WP t o wo Vol ;1 • RH16-1 RI41-WP Type, 'FiC • ';;/itf (outdoor weathcrproof) Remote heads are available in either 6-Volt or 12-Volt configurations and several wattage options. Outdoor weatherproof remote heads (WP) are also available. Order the correct voltage and wattage combination to fit your application Infprmatign 1 6 Volt 6 Volt 5 Catalog Model # Heads of Voltage Wattage RHI6.2 RI116-1 Catalog Model ItHR1-121/7_ RHRI-12 VI 2 RHR2-12V7 RHR2-12V12 Catalog Model # ur'n v1 ;WI h avy.V.IF.s..1)%r?!.^ c5".Ari: No. of Heads 2 2 No. of Heads Wattage 5 9 6 Volt 6 Volt 1 12 Volt 7.2 12 Volt 12 2 12 Volt 7.2 2 12 Volt 12 The: •.,11....4;r- a-i; -41:rls a!: ri:S;:. 11•••••••••■•••• Voltage 9 Wattage RH1-6V5 1 6 Volt S Ittl1-6V9 1 6 Volt R112-6V5 2 6 Volt 5 .. . RI12-6V9 2 9 RHI.12V7 1 12 V itt I t 7.2 R HIL-12V12 1 ._ 12 Volt 12 RH2- I2V7 2 12 Volt " . .7.2' . RH2 7 12V12 2 12 Volt 12 _ .. ..._ _..._ ..._ Igit -46iii 1 - 6 Volt 7.2 RH2-WP6V7 2 6 Volt 7.2 11;-.E0■1 vc 44:; cF:!••■:".. avi4atit ,:kret•!corrst:.■ tiotty February 15, 2008 Jared Taylor 1342 Bell Avenue, Suite 3K Tustin, CA 92780 RE: CORRECTION LETTER #1 Development Application Number D08 -043 BJ's Restaurant and Brewery —1159 Southcenter Mall Dear Mr. Taylor, 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 Planning Department. At this time the Fire and Public Works Departments have no comments. Building Department: Dave Larson, at 206 -431 -3678 if you have questions regarding the attached comments. Planning Department: Moira Bradshaw, at 206 - 431 -3651 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D08 -043 P:\Pennit Center \Correction Letters \2008008-043 Correction Ltr #1 .DOC wer • Ci,y of Tukwila Department of Community Development Jack Pace, Director 1-J041- • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: February 13 ,2008 Project Name: BJ's Restaurant and Brewery Permit #: D08 -043 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The geotechnical report provided by Giles Engineering Associates, Inc. recommends that they be provided with a copy of the soils report for the mall addition construction to confirm that the proposed standard construction procedure is acceptable and appropriate. Giles also recommends that they review the finalized foundation plans for BJ's which may result in further recommendations and/or revisions. Please provide a follow -up document from Giles to confirm that all of their recommendations have been completed. The report also states that maximum total and differential settlement is within tolerable limits provided it is appropriately considered in the structural design. Please have structural engineer document this or state where it was already documented in the permit submittal. 2. None of the wall types shown on the plan refer to a fire rating. The adjoining interior perimeter spaces are not clearly marked as to what they are. Please verify that the perimeter walls are not required to be 1 hour fire barriers as required to separate exit passages or fire partitions as required to separate tenants. Should one of these be required please add notes to wall section types as necessary and add UL listing and construction details to plans as well. You may need to consult mall and tenant coordinators as some of these walls are constructed by mall contractor, but only covered on mall side. The tenant contractor is to complete the assembly and so the same assembly needs to be shown on the plans. 3. The patio area would be considered an interior space when the roll -down doors are down. The EIFS system proposed to be installed on the underside of the roof of this area would not be acceptable per chapter 26 of the IBC as it is not protected with a thermal barrier. Also the exterior EIFS system needs to comply with section 2603.5 IBC and we will need documentation to verify compliance with all applicable items in this section. Please revise plans or respond to these concerns with code justification that would allow installation as proposed. 4. Several details refer to sheathing without stating what the material is. Please state proposed material to be used in all details to verify acceptable in type II B construction. Also wood members are called • • for on plans. Combustible construction is not allowed except as permitted in section 603 IBC. Please revise plans as necessary. 5. Emergency lighting needs to be installed along the entire means of egress path at intensity levels as required per section 1006.4 IBC where ever the path is required to lead to two separate and distinct exits. The lighting shown may not be enough but adding a note referring to this code section would be acceptable. Some areas do not show any emergency lighting. The patio area and outside the main double entry doors. Again, the patio area is interior space with doors down and all exterior exit doors need at least one emergency light. 6. Add vertical grab bar at side of accessible toilets per section 604.5.1 of ICC /ANSI A!!7.1 -2003 Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Interdepartmental Memorandum To: Permit Division • • From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 13 February 2008 Subject: D08 -043 BJ's Entrance Tower Please provide a sample of "mesh" material. The preference would be to maybe not introduce a new material. Let's discuss. Please provide information /detail on the brackets on tower. Elevations do not consistently show the brackets. If they are used they should be consistently shown around all sides. Elevations Will the foam medallions be flush with or be placed on top of the adjacent EFIS ? Per Ml- it appears that they are covers for the venting system? Please specify that the expansion joint on the south facade will be painted to match the colors of the adjacent materials. Sheet A2.1 does not adequately show the west elevation — particularly the view of the patio area from the side. Our concern with this will be the treatment of the west patio wall and the adjacent south wall with the mural. Is it possible to add more transparency in this location? If not, will you use landscaping to fill the void? The Tenant Criteria says that "vertical limits of patio enclosures shll not exceed 12 feet ..." and that "fences or gates enclosing the patio areas shall permit visibility into the patio space." Please provide the specifications for the murals proposed on the south and east walls. A2.0 Indicates that the finish adjacent to the door into the "carry out" section will be EIFS. The colored rendering provided shows a different concept that uses glass, which would be preferable. The use of EIFS in high traffic locations is not desireable. Tenant Criteria: • A maximum of 20% of the surface area of Tenant's storefront may be fi nely detailed and fi nished with E. l. F. S. or horizontal articulation (fi ns, slats, cement board siding.) A 2.0 shows a heavy line above and below the 26 GA copper and S/S fascia. The detail on A3.1 (9) does not clarify how the metal is used and the material of the dark horizontal line? Let's discuss. A 2.0 indicates extruded foam fascia at the top of the corbels. The material seems to have openings or have a pattern, that is to say it doesn't appear to be solid. The cross section shows a semicircular element. Is it possible to imitate the profile of the lighting bands — that is a squared profile? Let's discuss for clarification. Lighting. The specification /cut sheet for the decorative exterior lighting is not in the packet — KA -38? The cut sheet that was in the packet is for a floodlight by Crescent Stonco and it is not clear where it will be used. According to the electrical plan, there appears to be a L -30 and an L -13 at visible locations on the facade. Please provide details. • • The approved Tenant Criteria outlined below suggests that a landscape element be included between tenant storefront. There are locations where landscape areas or landscape elements would be appropriate. See Tenant 5 Criteria: • Opaque portions of the Tenant storefront shall not exceed 30% of the storefront area, i.e. 70% of the storefront shall be either transparent, clear glass, or openings. • The exterior design shall include a landscaping element to provide transitions between building and pedestrian areas, soften building edges, provide focal points and create interest and detail. For your use and information. Signs Although not a •art of this •ermit •lease familiarize ourself with the Cit 's Sian Code. Permanently, one sign is allowed per face to be visible from the public right of way. Temporary signs denoting the architect, engineer or contractor, when placed upon work under construction and not exceeding 32 square feet in area are exempt from permitting requirements. Temporary Sign Area Restrictions - Time Limit (TMC19.24.010) A. Temporary signs may not exceed a total of 64square feet in sign face area for all temporary signs being displayed. The number of on- premises temporary signs shall be limited to no more than two at any one time. Temporary signs may remain in place for a period not exceeding 30 days, except real estate signs which may be displayed as long as the property is for sale, or special permit signs as provided in TMC 19.12.120. Portable real estate directional signs (such as "A" boards) are permitted only when the real estate company representative or agent or seller is in attendance at the property for sale. Rigid real estate directional signs are permitted provided they are used to advertise a property that is currently for sale. B. Temporary sign permits shall not be issued more frequently than once per calendar quarter per business. Temporary sign permits may be renewed for an identical period upon payment of an identical fee. (Ord. 1913 §2, 2000 Q: \mall \D08- 043BJs.doc February 4, 2008 Jared Taylor 1342 Bell Avenue, Suite 3K Tustin, CA 92780 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -043 BJ's Restaurant and Brewery — 1159 Southcenter Mall Dear Mr. Taylor, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 18, 2008 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Planning Department: Moira Bradshaw at 206 431 -3651 if you have any questions concerning the following comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Brensa olt Permit Coordinator Enclosures File: D08 -043 • Cizj' of Tukwila P:U'ermit Center\Incomplete Letters\2008\D08 -043 Incomplete Ltr 11.DOC jem • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 \\ Tuk2 \vo13\HOME\MOIRA\mall\D07 -xxx BJs.doc Interdepartmental Memorandum To: . Permit Division From: Moira Can Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 4 Feburary 2008 Subject: BJs Restaurant The application is missing a color and materials board, a site plan showing the extent of the tenant improvement relative to the curb and surrounding improvements, and exterior fixture specifications /cut sheets. ACTIVITY NUMBER: D08 -043 DATE: 06 -30 -08 PROJECT NAME: BJ'S BREWERY AND RESTAURANT SITE ADDRESS: 1159 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: 1 Buil�,g elision Public Works ❑ Comments: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 • • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF OMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -03 -08 Complete Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required ❑ No further Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: ❑ Permit Coordinator I DATE: DATE: Planning Division Not Applicable El DUE DATE: 07 -31 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -043 DATE: 06 -17 -08 PROJECT NAME: BJ'S BREWERY AND RESTAURANT SITE ADDRESS: 1159 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Public Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: Permit Center Use Only I {, INCOMPLETE LETTER MAILED: Y �V LETTER OF COMPLETE S MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required Ti No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: n REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ` PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ( -14' 4 tji ittk Fir Prevention Approved with Conditions DATE: DATE: �, � � 4 /1/A- (01g -° r lann ng Division Permit Coordinator DUE DATE: 06 -19-08 Not Applicable u DUE DATE: 07 -17 -08 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPART N ENTS: Building Division Public Works Complete s Documents/rounng slip.doc 2-28-02 • PERMIT C ORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -043 DATE: 03 -18 -08 PROJECT NAME: BJ'S RESTAURANT AND BREWERY SITE ADDRESS: 1159 SOUTHCENTER MALL _ Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete DETERMINATION OF COMPLETENESS: (Tues., Thurs.) P1�fIiK�i Division 4114 g Permit Coordinator It DUE DATE: 03 -20 -08 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 El Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04 -17 -08 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 043 DATE: 02 - - PROJECT NAME: BJ'S RESTAURANT & BREWERY SITE ADDRESS: 1159 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B Pik g - Di�is on V -96 Public Works C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/rouling slip.doc 2 -28-02 PERMIT COORD COPY a PLAN REVIEW /ROUTING SLIP if i°-V1 Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator n Incomplete n ❑ DUE DATE: 02-28-08 Not Applicable ❑ No further Review Required DATE: DUE DATE: 03-27 -08 Approved n Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping [ PW ❑ Staff Initials: (P.,..1) ACTIVITY NUMBER: D08 -043 DATE: 02 -07 -08 PROJECT NAME: BJ'S RESTAURANT AND BREWERY SITE ADDRESS: 1159 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: Bu din g"DiVisi�o RI Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IV 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 `f Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY 4° PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ DUE DATE: 02-1 2 -08 DATE: DATE: Planning Division Permit Coordinator Not Applicable E No further Review Required DUE DATE: 03-11-08 Approved n Approved with Conditions n Not Approved (attach comments) I Vf Notation: REVIEWER'S INITIALS: El Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ping PW [ Staff Initials • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -043 DATE: 01 -29 -08 PROJECT NAME: BJ'S RESTAURANT & BREWERY SITE ADDRESS: 1159 SOUTHCENTER MALL X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # • Revision # After Permit Issued DEPARTMENTS: Building Division Pstblic Works Complete Please Route Documents/routing slip.doc 2 -28-02 TUES/THURS ROUTING: APPROVALS OR CORRECTIONS: 61( c2 -1' Fire Peevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete PIXAWDdIde Permit Coordinator DUE DATE: 01 -31-08 Not Applicable Comments: Permit Center Use Only f INCOMPLETE LETTER MAILED: �-- 4 LETTER OF COMPLETENESS MAIL Departments determined incomplete: Bldg ❑ Fire ❑ Ping ® PW ❑ Staff Initials: ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 02 -28 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: • Perni`1tCenter;Use.Only . CORRECTION LETTER MAILED: Departments Issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i 6 - ( - vWj 04-111 Summary of Revision: . ,Na lc„. au 1 r,.- R4(,L, k, 4T) Lit Summary of Revision: � Received by: Rp vy 1460 j e Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF IN T S i 6 - ( - vWj 04-111 Summary of Revision: . ,Na lc„. au 1 r,.- R4(,L, k, 4T) Lit c 4 bD- L v\t ' rr w%3 bar � Received by: Rp vy 1460 j e Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: .71 PROJECT NAME: T S c= tcu�va, 4 - PERMIT NO: 00 U- D`'( � ' � ORIGINAL ISSUE DATE: 1-.)-(p -O SITE ADDRESS: if y S .0 • /Aft GI REVISION LOG (please print) (please print) (please print) (please print) (please print) • • 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:/lwww.citukwila.wa.us i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 ' 26 ' 0 8 Sheet Number(s): Al . 3 (SK - 1) "Cloud" or highlight all areas of revision includin date of rev Er Entered in Permits Plus on (.q \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D08 -043 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: BJ'S RESTAURANT Project Address: 1159 Southcenter Mall Contact Person: Jared Taylor Phone Number: 7 14 . 2 5 8 .18 0 8 Summary of Revision: Responses to comments dated 6.19.08: #1 - Hanging millwork panels shall consist of Poplar uart1wood lumber 12 ply veneer core birch hardwood plywood. Component connections to be glued and screwed. #2 - Refer to enclosed 11 x 17 partial plan of Sheet A1.3 labeled (Sketch SK -1) for locations and sizes of hanging millwork panels. RECEIVED ,may OF TI IK1N!! A ■ JUN 3 0 20Q8 PERMIT CENTER Received at the City of Tukwila Permit Center by: * th'tV'.r;, "tilIV rte oU M Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Cv / WO S Plan Check/Permit Number: P o tr- 6.413 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner i Project Name: S r e A p L se_ Project Address: 115q SO `c ce,,, Th4 1 Contact Person: RD h 11 - oo ea Phone Number: ( L 7- g46s • 3 7"S Summary of Revision: 4dGC h / ail . (Ito or , a e- cat- te_ cc,/ b.01-- Sheet Number(s): 5K-1 3tk. - a SK-3 "Cloud" or highlight all areas of revision in date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on CO ✓ 1 `-0 fr lapplicationslforms- applications on Ime\revision submittal Created: 8-13 -2004 • • 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 RECEIVED CoYO- 1UKWILA JUN 1 7 ZUUU PERMIT CENTER Steven M. Mullet, Mayor Steve Lancaster, Director REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 311' Ot • 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 Plan Check/Permit Number: D08 -043 ❑ Response to Incomplete Letter # _ • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner \applications \forms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: Project Name: BJ S RESTAURANT AND BREWERY Project Address: 1159 SOUTHCENTER MALL Contact Person: Jared Taylor Phone Number: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �Y 06 Entered in Permits Plus on 3 ' /7.06 i REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: WO- , 6/08 Plan Check/Permit Number: DO8 -043 ❑ Response to Incomplete Letter # _ RECEIVeD cm./ nF - , Iln/tn1A ® Response to Correction Letter # 1 ❑ R evision # after Permit is Issued ❑ R evision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Jared Taylor Summary of Revision: RFEI1 TO ATTAc..a4 Sheet Number(s): SO. I Pc I, I AI •(0, 1 2. t\2,1 kk.( k3.2 1 1 1, v t E I.C) "Cloud" or highlight all areas of revision including date of rev: ion Received at the City of Tukwila Permit Center by: Entered in Permits Plus on • City of Tukwila \applications\forms- applications on Ime\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us BJ'S RESTAURANT AND BREWERY 1159 Southcenter Mall FEB 2 E; 2008 i'LHMII CENTEF Phone Number: --581808 �ah u.GT Z 5, Zoo Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant Acknowledgment Letter Tenant improvement permit for [tenant name], Tukwila Permit No. ZOg - 0 3 is issued subject to the following condition: Final inspection approval of this permit and approval of oc Business) for the herein named tenant space will at be iss Building Permit No. D06 -147 has received fin spectio Building Division. This condition is hereby acknowledged by: Title': Tenant Name: c.t- 1?residc ( o L7c.Q,y 67 u s ancy (i.e. Open for until the "shell" proval from the S. L 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. RECEIVE' JAN 2 9 2008 PERMIT CENTEI January 9, 2008 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Request for Overtime Plan Review BJ's Restaurant, 633 Southcenter Pkwy. Southcenter Mall, Seattle, WA 98188 Dear Mr. Benedicto: To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review process be initiated immediately for this set of plans only. Sincerely, Jared Taylor Owners Rep. 7 1091/ Cc: Tenant file Josh Kimmel Southcenter Field Tenant Coordination • • b08 - 0 1 -13 JAN 2 9 2008 PERMIT CENTEh • • Part I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: g5 t 5, c)- ;cam Cgvn1-0-- Contact person at your company: Zp - q Title: \ttvt r Telephone: - 11`A - K -N09, Mailing address: X 11,yt ... �, 3K "�. i -rr�� C 4 ct2r7QJ Type of business (What does your firm manufacture or produce ?): Number of business sites: Address of each business site No. of employees at site: 1. CO23 50.x-NtA . ,N,e n- '�anac�,., ATE 300 3C 2. 3. Use additional sheets if necessary. Part II Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: Pc�S'S Site address: 0a'3'3 T-t t- 1 .. ■Ppp,pxGvv4pe -1 Contact person: - g,Rw+Gb Title: Wrcdor.o'r Telephone: 71,y-- u - 151O\ 0007! Business Declaration 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in production areas? Q Yes %No 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? PD Yes Q No U08 -0+13 RECEWED JAN 2 9 2008 PERMIT CENTEh ❑ Yes • • No BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10919 SEATTLE. WA POSTAGE WILL BE PAID BY ADDRESSEE f.mETRo INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE SEATTLE WA 98104 -9986 If yes, are they for resale? CI Yes 0 N 4. Does your company use solvents or flammable substances? ❑ Yes No If yes, do you recycle them? ❑ Yes ❑ No 5. Does your company process food or animal matter? ❑ Yes GI No 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? ❑ Yes 121 No 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? ❑ Yes n No 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance ,equipment - washing and drum - cleaning? ❑ Yes PrNo 9. How many gallons of industrial wastewater does your company discharge each day? (check one) None ❑ Less than 5,000 gallons ❑ 5,000 - 25,000 gallons ❑ More than 25,000 gallons Thank you I I 1 111 1 11I 11„I I I I,,,, I„I I.I„I, I„i„I„I I,,, I I„I NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES RECEIV JAN 2 9 2008 PERMIT CENtt Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206- 296 -4708 Fax 206 - 296 -0163 TTY Relay: 711 www.kingcounty.gov/health January 7, 2008 Jared Taylor Fancher Development 1342 Bell Ave, Ste. 3K Tustin, CA 92780 • RE: PLANS AND SPECIFICATIONS FOR: BJ's Restaurant and Brewery at 633 Southcenter Pkwy, Tukwila, WA 98188 SR1154180 P/E 6743 (Risk 3) Dear Mr. Taylor: • Public Health Seattle & King County The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following conditions: • Provide updated plans to all agencies showing the revisions requested by the Health Department. • It is strongly recommended that hot water for the restroom hand wash sinks be plumbed from the main hot water heater instead of using an instant warm type water heater unit under each sink. Your establishment has been assigned the following plan review service number (SRI154180). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office Enclosures X 0$-0'1 3 Cc: Josh Kimmel, Westfield Regional Project Manager, Tenant Coordination E JAN 2 9 2008 ,ERMIT CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 --(9 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 e Hose bibb (interior) 2.5 2.5 .49 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 y j. 5 Sink, Clinic flushing 8 8 .g— Sink, kitchen 3 2 & t (p 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 2.... 0 •Z Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 to / 7 Lig King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type C;33 � d C / mac. fklAy Property Street Address ! C r Y U La/ A- � State P MA-( ( Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name . .L 1441 (if applicable) ( 2o( ) n- - ea ) 7/ Owner's Phone Number (with Area Code) (1 ) M ` -41 F E.44 T7yhA Property C ntact Phone Number (with Area Code) Owner's Mailing Address 6' 3 3 .5 , , V‘n i t. /A)' ski$' A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 • Total Fixture Units Z- RCE `.ef ee ZIP %v r�� Property Tax ID # 63 6 1 12D -- d / 0 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes [AO Was building on Sanitary Sewer? El Yes Rho Was Sewer connected before 2/1/90? ❑ Yes N Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: g e5.4G bra Estimated Wastewater Discharge: 1.3 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 (, L s 1. 2 -5 - z S RCE RCE JAN 2 9 2008 CENTEk Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corr c d for determination of a revised capacity charge. Signature of Owner /Representative ' Date Print Name of Owner /Representative 77.6r" 1058 (Rev. 9/07) White — Kina County Yellow — Local Sewer Aaencv Pink — Sewer Customer License Information License SHAWMDC015K4 Licensee Name SHAWMUT DESIGN & CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 601850435 Ind. Ins. Account Id #2 Business Type CORPORATION Address 1 560 HARRISON AVE Address 2 City BOSTON County OUT OF STATE State MA Zip 021182436 Phone 6176227000 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/24/1999 Expiration Date 5/28/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 USF &G 24013019554990 07/22/2001 Until Cancelled 01/01/1980 $12,000.00 11/29/2001 Business Owner Information Name Role Effective Date Expiration Date ANSARA, JAMES S 01/01/1980 GOEMART, THOAS E 01/01/1980 C T CORPORATION SYSTEM AGENT 01/01/1980 Look Up a Contractor, Electric' or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= SHAWMDC015K4 03/26/2008 ftP AREA LOCATION MAP _Won i C1.0 SITE STRUCTURAL: 50.1 51.0 FOUNDATION PLAN ARCHITECTURAL: A0.1 I ACCESSIBILITY GUIDELINES A1.0 I DIMENSIONED FLOOR PLAN A1.1 I NOTED FLOOR PLAN A1.2 I FLOOR FINISH PLAN A1.3 I REFLECTED CEILING PLAN A1.4 I ROOF PLAN A1.5 l EGRESS /FURNITURE PLAN A1.6 I ENLARGED FLOOR PLAN AND DETAILS A3.1 WALL SECTIONS /DETAILS A3.2 WALL SECTIONS /DETAILS A5.0 DOOR AND WINDOW SCHEDULES SP1.0 SP1.2 FOOD SERVICE: PLUMBING: MEP1.1 MECHANICAL ELECTRICAL: SITE PLAN DEVELOPMENT PLAN - WESTFIELD GENERAL NOTES ROOF PLAN FOUNDATION DETAILS ROOF DETAILS GENERAL NOTES, RESPONSIBILITY SCHEDULE, FINISH SCHEDULE EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS /INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS INTERIOR ELEVATIONS WALL SECTIONS DETAILS DETAILS DETAILS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS REFER TO K FOR KITCIBEN MEET MIND MEP ROOF PLAN PLUMBING SEWER AND VENT PLAN P1.2 WATER AND GAS PIPING PLAN GAS PIPING PLAN P2.0 PLUMBING SEWER AND VENT ISOMETRIC DIAGRAM P2.1 PLUMBING WATER AND GAS ISOMETRIC DIAGRAMS PLUMBING SCHEDULES PLUMBING DETAILS M1.0 MECHANICAL FLOOR PLAN M2.0 SCHEDULES AND DETAILS E1.0 ELECTRICAL LIGHTING PLAN ELECTRICAL POWER PLAN E1.2 ELECTRICAL SPECIAL SYSTEMS PLAN ELECTRICAL DIAGRAM E3.0 ELECTRICAL SCHEDULES E3.1 • ELECTRICAL SCHEDULES ELECTRICAL DETAILS E4.1 ELECTRICAL DETAILS 01/25/08 ISSUE FOR PERMIT 02/11/08 REVISION 1 02/21/08 CITY PLMB CMNTS 02/22/08 CITY MECH CMNTS 02/22/08 CITY ELEC CMNTS 02/22/08 CLARIFICATIONS 02/22/08 OWNER CMNTS ® 0 • 0 • 0 O G 0 ABV AFF ACC AP AC ACT AN ADJT AGG ALT AL ANC AB ARCH AD ASPH AWN BKR BM BRG BPL BEL BET BEY BLKG BD BS SOT BRKT BRK BLDG BO CAB CAN CPT CI CST CB CLG CM CT CHAM CIRC CLR CLS COL CONC CMU CONN CONST CONT CONTR CJT CORR CTR DPR DL DEM DTL DIAG DIA DIM DR DN DS DWR DWG DF EA EACH EF EACH FACE EW EACH WAY ESMNT EASEMENT ELEC ELECTRIC, (AL) EP ELECTRICAL PANELBOARD ELE EQ EST EXH EXG EB EJT EXT FOC FOF FOM FOS FAS FGL FIN FFE FE FEC FRT FIXT FLG FLX FG FLR FD FL FTG FR FUR GA GV GC GL CLAM GB GD GRT GVL GT GRD GUT GPW HC HRL HDW HDR HVAC HT HOR NCAN NCL GL NT NV JT J KPL KIT Le LAM LGL L LT LTL LL LOC LVR MH MFR MAS MTL MAX MECH MED MDO MBR MMB MET MM MIN MIR MISC MUD MT MOV MULL NAT NOM NIC NTS ABOVE ABOVE FINISHED FLOOR ACCESS ACCESS PANEL ACOUSTICAL ACOUSTICAL TILE ADJACENT ADJUSTABLE AGGREGATE ALTERNATE ALUMINUM ANCHOR, ANCHORAGE ANCHORBOLT ARCHITECT, ARCHITECTURAL AREA DRAIN ASPHALT AWNING BACKER BEAM BEARING BEARING PLATE BELOW BETWEEN BEYOND BLOCKING BOARD BOTH SIDES BOTTOM BRACKET BRICK BUILDING BY OWNER CABINET CANVAS CARPET CAST IRON CAST STONE CATCH BASIN CEIUNG CENTIMETER (5) CERAMIC TILE CHAMFER CIRCUMFERENCE CLEAR, CLEARANCE CLOSURE COLUMN CONCRETE CONCRETE MASONRY UNIT CONNECTION CONSTRUCTION CONTINUE, CONTINUOUS CONTRACT, CONTRACTOR CONTROL JOINT CORRUGATED COUNTER DAMPER DEAD LOAD DEMOLISH, DEMOUTION DETAIL DIAGONAL DIAMETER DIMENSION DOOR DOWN DOWNSPOUT DRAWER DRAWING DRINKING FOUNTAIN ELEVATION EQUAL ESTIMATE EXHAUST EXISTING EXPANSION BOLT EXPANSION JOINT EXTERIOR FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUDS FASTEN, FASTENER FIBERGLASS FINISH, (ED) FINISHED FLOOR ELEVATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE - RETARDANT FIXTURE FLASHING FLEXIBLE FLOAT GLASS FLOOR, (ING) FLOOR DRAIN FLOW LINE FOOTING FOUNDATION FRAME, (D), (ING) FURRED, (ING) GAGE, GAUGE GALVANIZED GENERAL CONTRACT, (OR) GLASS, GLAZING GLUED LAMINATE GRAB BAR GRADE, GRADING GRATE, (ING) GRAVEL GROUT GUARD GUTTER GYPSUM WALLBOARD HANDICAP HANDRAIL HARDWARE HEADER HEATING /VENTILATING/ AIR CONDITIONING HEIGHT HORIZONTAL NCANDESCENT NCLUDE, (ED), (ING) NSIDE DIAMETER NSULATING GLASS NTERIOR NVERT JOINT JOIST KICKPLATE KITCHEN LADDER LAG BOLT LAMINATE, (ED) LAMINATED GLASS LAVATORY LEFT HAND LENGTH LIGHT LINTEL LIVE LOAD LOCATE LOUVER MANHOLE MANUFACTURE, (ER) MASONRY MATERIAL MAXIMUM MECHANIC, (AL) MEDIUM MEDIUM DENSITY OVERLAY MEMBER MEMBRANE METAL METER, (9) MIWMETER, (9) MINIMUM MIRROR MISCELLANEOUS MOLDING, MOULDING MOUNT, (ED), (ING) MOVABLE MUWON NATURAL NOMINAL NOT IN CONTRACT NOT TO SCALE ABBREVATIONS OC ON CENTER, (s) OPG OPENING OPH OPPOSITE HAND ORN ORNAMENTAL OD OUTSIDE DIAMETER OA OVERALL OH OVERHEAD PNT PAINT, ED) PNL PANEL, (ING) PB PANIC BAR PTD PTR PRPT PIN PVMT PERF PER PLTG PLAS PLA PLAM PL PG PWD PD PCF PLF PSF PSI PCC PT PL QT RAD RFT RL REC REF RFL REG REIN REM REQ'D RA REV ROW RD RFH RFG RM RO ROK RB SFGL SCH SCN SCUP SNT STG SEC SHTH SHT SH SHNG SHU SIDG SIM SLO SOL SC SPC SPK SPEC SQ SST STD ST STO SF SD STR §TCO SFLR SA SYD SYN SYS TEL TV TG TIG THK THR TBRL TOBR TPD TPTN TSL TC TJ TP TST TSF TR TYP UNF UNO UR UTL VNR VERT VIN VB VCT VF VT WSCT WH WC WP B VVST WWF WHS WIN WG WO WD WI B.M. E # 1 PAPER TOWEL D ! SPE NSER PAPER TOWEL RECEPTOR PARAPET PARTITION PAVEMENT PERFORATE, (ED) PERIMETER PLANTING PLASTER PLASTIC PLASTIC LAMINATE PLATE PLATE GLASS PLYWOOD POUND,(S) POUNDS PER CUBIC FOOT POUNDS PER UNEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRECAST CONCRETE PRESSURE TREATED PROPERTY LINE QUARRY TILE RADIUS RAFTER RAIL, (ING) RECESS. (ED) REFER, (ENCE) REFLECT, (ED), (IVE), (OR) REGISTER REINFORCE, (ED), (ING) REMOVE, (ABLE) REQUIRED RETURN AIR REVISE, (S), REVISE, (ED) RIGHT OF WAY RISER ROOF DRAIN ROOF HATCH ROOFING ROOM ROUGH OPENING ROWLOCK RUBBER BASE SAFETY GLASS SCHEDULE SCREEN, (ED) SCUPPER SEALANT SEATING SECTION SERVICE YARD SHEATH, (ING) SHEET SHELF, SHELVING SHINGLE, (5) SHUTTER, (5) SIDING SIMILAR SLOPE SOLDIER SOLID CORE SPACE, (R) SPEAKER SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STORAGE STOREFRONT STORM DRAIN STRUCTURAL STUCCO SUBFLOOR SUPPLY AIR SIDE YARD SYNTHETIC SYSTEM TELEPHONE TELEVISION TEMPERED GLASS TEMPERED, INSULATED GLASS THICK, (NESS) THRESHOLD TO BE RELOCATED TO BE REMOVED TOILET PAPER DISPENSER TOILET PARTITION TOP OF CONCRETE SLAB TOP OF CURB TOP OF JOIST TOP OF PLATE TOP OF STEEL TOP OF SUBFLOOR TOP OF WALL TO REMAIN TRANSOM TREAD TYPICAL UNFINISHED UNLESS NOTED OTHERWISE URINAL UTILITY VENEER VERTICAL VINYL VINYL BASE VINYL COMPOSITION TILE VINYL FABRIC VINYL TILE WAINSCOT WALL HUNG WATER CLOSET WATER HEATER WATERPROOFING WEATHERSTRIP, (ING) WELDED WIRE FABRIC WHEEL STOP WINDOW WIRED GLASS WITHOUT WOOD WROUGHT IRON SYMBOLS USED AS ABBREVIATIONS O y AT SPACING OF BENCH MARK CENTER UNE CHANNEL NUMBER PERPENDICULAR PLATE ROUND SQUARE DRAWING TITLE . SECTION DETAIL (ENLARGED) ELEVATION CEILING HEIGHT DOOR WINDOW FINISH MATERIAL KEYED NOTES REVISIONS . • ELEVATION HEIGHT . EQUIPMENT WALL TYPE --0- "WALL TYPE LETTER EXISTING STRUCTURE CENTERLINE . NEW STRUCTURE CENTERLINE WALL LEGEND �' 9 x g r ��v.•? v_2 2.2 87 �b1H`: g4i:?.- �9,.E.Yf9,.'i owenwewowenvio A. BUILDING CODE CRITERIA BUILDING CODE ELECTRICAL CODE MECHANICAL CODE: PLUMBING CODE: FIRE PREVENTION CODE; ACCESSIBILITY CODE: OCCUPANCY: CONSTRUCTION TYPE: SEAT COUNT SYMBOL LEGEND FULL HEIGHT PARTITION 6' ABOVE CEILING. FULL HEIGHT PARTITION TO DECK ABOVE. PARTITAL HEIGHT PARTITION, REFER TO ELEVATIONS. ONE HOUR RATED WALL, UL LISTING U465 COOLER/FREEZER WALL, (N.I.C.) DASHED LINES: WALLS/ITEMS TO BE REMOVED. SCREEN LINES: ITEMS TO REMAIN. EXISTING FULL HEIGHT PARTITION TO REMAIN. CODE INFORMATION 2006 INTERNATIONAL BUILDING CODE W/ WASHINGTON AMENDMENTS 2005 NATIONAL ELECTRICAL CODE 2006 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON AMENDMENTS 2006 UNIFORM PLUMBING CODE W/ WASHINGTON AMENDMENTS 2006 INTERNATIONAL FIRE CODE W/ WASHINGTON AMENDMENTS A -2 RESTAURANT IIB 253 t PATIO B. BUILDING SQUARE FOOTAGE DINING AREA:: COOLER /FREEZER ENCLOSURES: KITCHEN/ STORAGE AREAS: RESTROOM AREAS: 485.2 SQ. FT. TOTAL LEASED AREA: 10,661.76 SQ. FT. OMER BJ'S RESTAURANTS, INC. 7755 CENTER AVENUE HUNTINGTON BEACH, CA 92647 PHONE; 714.500.2400 ARCHITECT CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, SUITE 800 DALLAS, TEXAS 75247 -4925 PHONE: 214.920.8100 FAX: 214.688.0618 EMAIL SCOTT.MNDL.E©C -B.COM CONTACT: SCOTT WINDLE STRUCTURAL ENGINEER CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, SUITE 800 DALLAS, TEXAS 75247 -4925 PHONE: 214.920.8100 FAX: 214.688.0618 EMAIL TRAV.SWEATMAN®c -b.com CONTACT: TRAV SWEATMAN 5,213 SQ. FT. 519 SQ. FT. 2,936 SQ. FT. LIST OF P--1 CONTACTS FLOOR PLAN SCALE: 1 4 =1 -0 DRAWING NUMBER SHEET NUMBER SECTION I.D. NUMBER SHEET WHERE SECTION IS LOCATED DETAIL I.D. NUMBER SHEET WHERE SECTION IS LOCATED ELEVATION I.D. NUMBER SHEET INHERE SECTION IS LOCATED CEILING HEIGHT ABOVE FINISHED FLOOR -DOOR NUMBER DESIGNATION WINDOW NUMBER DESIGNATION FINISH DESIGNATION TRIM ONLY - COMMENTS, IF APPUCABLE KEYED NOTE DESIGNATION ON APPLICABLE SHEET ADDENDUM NUMBER REVISED AREA CLOUDED T.O. SLAB - REFERENCE POINT 100'- D,.,.ELEVATION HEIGHT EQUIPMENT NUMBER/LETIER DESIGNATION u DESIGNER BITTON DESIGN GROUP 29229 CANWOOD STREET, SUITE 105 AGOURA HILLS, CA, 91301 PHONE: FAX: EMAIL CONTACT: EDDY BITTON PROJECT COORDINATOR CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, SUITE 800 DALLAS, TEXAS 75247 -4925 PHONE: FAX EMAIL 818.707.1908 818.707.1936 EDDY :ITTONDESIGN.COM 214.920.8100 214.688.0618 JUAN.BROUSSARD@C -B.COM CONTACT: JUAN BROUSSARD M.E.P. ENGINEER CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, SUITE 800 DALLAS, TEXAS 75247 -4925 PHONE: 214.920.8100 FAX: 214.688.0618 EMAIL KEVIN.SANCIBRIAN@C -B.COM CONTACT: KEVIN SANCIBRIAN GENERAL PROJECT NOTES 1. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES., THIS SHALL INCLUDE ALL ADDENDA AND CHANGE ORDERS. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK AND SHALL BE RESPONSIBLE FOR AI..L. WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS AND OWNER. 3. GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPUED FTEMS. ALL ITEMS NOT MARKED 'BY OWNER' OR 'N.I.C.' (NOT IN CONTRACT) ARE TO BE SUPPLIED BY GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY GENERAL CONTRACTOR. 4. THE TERM ° WORK" AS USED IN THESE NOTES SHALL INCLUDE ALL PROVISIONS AS DRAWN OR SPECIFIED IN THESE DOCUMENTS AS WELL AS ALL OTHER PROVISIONS SPECIFICALLY INCLUDED BY THE OWNER IN THE FORM OF DRAWINGS, SPECIFICATIONS, AND WRITTEN INSTRUCTIONS AND APPROVED BY THE ARCHITECT, 5. BEFORE SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE PREMISES AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS AND THE EXTENT OF WORK REQUIRED TO COMPLETE THE PROJECT. 6. BEFORE CONSTRUCTION BEGINS, THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT, IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK AND SHALL BE RESPONSIBLE FOR SAME. 7. IF THE CONTRACT DRAWINGS ARE FOUND TO BE UNCLEAR, AMBIGUOUS OR CONTRADICTORY, THE CONTRACTOR MUST REQUEST CLARIFICATION FROM THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH THAT PART OF THE WORK. 8. THE ARCHITECT SHALL BE AVAILABLE TO VISIT THE SITE WHEN REQUESTED. IF A CONDITION EXISTS THAT REQUIRES OBSERVATION OR ACTION BY THE ARCHITECT OR ENGINEERS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT. 9. CONTRACTOR SHALL BE FAMILIAR WITH PROVISIONS OF ALL APPUCABLE CODES AND SHALL INSURE THE COMPLIANCE OF THE WORK WITH ALL LOCAL, STATE AND FEDERAL CODES. IN THE EVENT OF CONFLICT BETWEEN LOCAL, STATE AND NATIONAL CODES, THE MORE STRINGENT SHALL GOVERN. BEFORE COMMENCING WORK NOT SHOWN IN DOCUMENTS, BUT REQUIRED TO ACHIEVE FULL COMPLIANCE WITH CODES, CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT. 10. THESE DOCUMENTS 00 NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, COMPLIANCE WITH STATE AND FEDERAL REGULATIONS REGARDING SAFETY AND COMPLIANCE WITH REQUIREMENTS SPECIFIED IN THE OWNER /CONTRACTOR CONTRACT IS, AND SHALL BE, THE CONTRACTOR'S RESPONSIBILITY. 11. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES AND SAFETY PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK. 12. DO NOT SCALE DRAWINGS. USE WRRTEN DIMENSIONS FOR ALL MEASUREMENTS. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 13. OWNER SHALL PAY ALL TAXES, SECURE ALL PERMITS AND PAY ALL FEES INCURRED IN THE COMPLETION OF THE PROJECT, INCLUDING BUT NOT UNITED TO BUILDING PERMITS, WATER, ELECTRIC AND TELEPHONE SERVICE CONNECTION, CERTIFICATE OF OCCUPANCY SURVEY'S AND INSPECTIONS. 14. SCOPE OF WORK. THE CONTRACTOR SHALL INCLUDE AND PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION AND PAY ALL EXPENSES INCURRED IN THE PROPER COMPLETION OF WORK UNLESS SPECIFICALLY NOTED TO BE THE WORK OF OTHERS. CONTRACTOR SHALL PERFORM ALL. WORK NECESSARY FOR PRODUCING A COMPLETE, HABITABLE PROJECT, INCLUDING BUT NOT UNITED TO SITE WORK, ARCHITECTURAL, ELECTRICAL PLUMBING AND HVAC. 15. THE BID PRICES SHALL INCLUDE EVERYTHING NECESSARY OR PROPER FOR PERFORMING AND COMPLETING THE WORK REQUIRED AS INDICATED BY THE PLANS AND SPECIFICATIONS, TO PROVIDE FINISHED WORK. ANYTHING OMITTED THEREFROM WHICH IS CLEARLY NECESSARY FOR THE COMPLETION OF THE WORK OR ITS APPURTENANCE SHALL BE CONSIDERED A PORTION OF THE WORK ALTHOUGH NOT DIRECTLY SPECIFIED OR SHOWN ON THE DRAWINGS. 16. INSURANCE WORKMEN'S COMPENSATION, AS REQUIRED BY LAW, AND PUBUC LIABILITY SHALL BE CARRIED BY THE CONTRACTOR. 17. GUARANTEE THE CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL MATERIALS, AND WORKMANSHIP FURNISHED OR INSTALLED BY HIM OR HIS SUBCONTRACTORS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE AND SHALL REPLACE ANY DEFECTIVE WORK WITHIN THAT PERIOD WITHOUT EXPENSE TO THE OWNER AND PAY FOR ALL DAMAGES TO OTHER PARTS OF THE BUILDING RESULTING FROM DEFECTIVE WORK OR RS REPAIR. THE CONTRACTOR SHALL REPLACE DEFECTIVE WORK WITHIN TEN (10) DAYS AFTER IT IS BROUGHT TO HIS ATTENTION. 18. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK AND THAT OF HIS SUBCONTRACTORS FOR LOSSES AND DAMAGES TO EQUIPMENT, TOOLS AND MATERIAL USED IN CONJUNCTION WITH THE WORK AND FOR ACTS OF HIS EMPLOYEES. 19. CONTRACTOR IS TO PROVIDE TO THE OWNER A LIST OF ALL SUBCONTRACTORS USED, COMPLETE WITH ADDRESSES, PHONE NUMBERS AND COPIES OF ALL WARRANTIES. 20. CONTRACTOR IS TO PROVIDE TO THE OWNER A UST OF ALL SUBCONTRACTORS USED, COMPLETE WITH ADDRESSES, PHONE NUMBERS AND COPIES OF ALL WARRANTIES. 21. THE TERM "CONTRACTOR' AS USED IN THESE NOTES SHALL REFER TO THE GENERAL CONTRACTOR OR TO THE SUBCONTRACTORS. THE OWNER MAY ELECT TO CONTRACT DIRECTLY WITH A SUBCONTRACTOR FOR ANY PART OF THE WORK. NATIONAL ACCOUNT "NATIONAL ACCOUNT" - OWNER HAS ENTERED NATIONAL ACCOUNT AGREEMENTS WITH VENDORS FOR SOME MATERIALS AND PRODUCTS. DEVELOPERS, LANDLORDS AND THEIR ARCHITECTS AND CONTRACTORS SHALL USE THESE VENDORS, WITHOUT SUBSTITUTION, FOR ALL PRODUCTS IDENTIFIED UNDER THE NATIONAL ACCOUNTS PROGRAM. 1111r IIl: III111111111111 ' �� � -`� � I ��► 1 t1 .,� ,`"wr.w�t t II fit' 114ia7'4i.74irY 7L•74L7. iia∎ii��41 7 �'7.f -■'. r �: '. .- ', _.7' �R' " �7'�7���" 1' � 1 7�'! 1'.��'�'y�'�'i- `r'��" ; !`-: r t P .R 135- g!7 4. il , ::=t jNaY13A YS �giV �t . �z � f r, f t .y rg.3 *3Y. anft i r , cmnAorrie t .11111 II 1.14 B tl B C 1 ( ) C 7 a<�il�el!h: yd 4049 offoometnionsmossonimai' WESTFIELD SOUTHCENTER 1159 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 SITE LOCATION MAP o f SEPARATE PERMIT REQUIRED FOR: Or Mechanical Electrical Plumbing Gas Piping City of Tukwila iplaDING DIVISION REVISIONS No changes shall be made to th+' scone of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new nlan submittal and may include additional plan re "irwi :fees 6J'S REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 !I 7000 City Of Tukwila B •ILDIN•. DIVISION PERMIT AND APPROVAL TRUE DRAWING NUMBER: 0 TITLE, DRAWING INDEX, GENERAL NOTES & INFORMATION 03/11/08 ISSUED FOR CONSTRUCTION FILE COPY Permit No. By, Date. 670 Isar review approval Is subject to errors and ontssions. Approval of construction documents does not amaze the violation of any adopted code or ordinance. Receipt of approved Field Copy and corsair= is wed: City of Tukwila BUILDING DIVISION CORRECTION L.TR # D48 093 • RECEIVED MAR 17 2008 PERMIT L.L.j TEE. • 0 e 0 • • .. --s.., Carter4urgeu CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 4934 REGISTERED ARCHITECT 3.11.2008 LE ON CO co Z w i z LU O O w e co o .44 O 1- (7) 5E i r m im 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203,014 DATE ISSUED: O1-25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: 2 AREVISION 1 CITY PLMB CMNTS ,CITY MECH CMNTS CITY BUILD CMNTS ,CITY ELEC CMNTS CLARIFICATIONS A '\OWNER CMNTS , FOR CONST. SHEET CONTENTS: TITLE, DRAWING INDEX, LEGENDS, GENERAL NOTES & INFORMATION SHEET NUMBER: G1.0 11/30/07 01/25/08 03/11/08 2/11 /08 2/21 /08 2/22/08 2/22/08 2/22/08 2/22/08 2/22/08 3/11 /08 I 7 Th Q off 13 1 .1 r 7uki LA PARKWAY 111 111E11111111 I Ell I mach 250,4070 4 LEVELS (E:) TARGET r P STRANDER DOULEVAR❑ 1} a e 2 tz\ gs, d / D Jl 11 601 WILSHIRE IRE NL. '; r. a 2Th MOOR L LOS ANGELES CA. [0025 FUTURE RETAIL 66, 237sf 2 LEVELS If DE' ' ; LOPMENT PLAN l This drawing is diagr merit Old shows only appresiroste conditions, nL Ipostiona querritities -prOVO d ellenn s_ Ma ass, location, existence of identity of any element or specirso occupant may be edded Bien n:;s , d or modified kat Vie alter and absolute discretion of the Landlord. Failure to verity awl conditions shall be at tits sole risk end responsibility of tan tenant_ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 e? City Of Tub, iii=, B - ILDING Dry 5I BJ'S RESTAURANT AND BREWERY 1159 • SOUTHCENTER MALL, TUKWILA, WA. 98188 FOR REFERENCE ONLY Southcenter 633 SOUTHCENTER MALL SEATTLE, WASHINGTON s &iae GRAND OPENING: JULY 25, 2008 DEVELOPMENT LEGEND n OPEN AVAILABLE GREEN SHEET ISSUED LEASE EXECUTED FINALS APPROVED IN FOR PERMIT UNDER CONSTRUCTION BARRICADE PROJECTED OPEN DATE %SNUB VICINITY MAP NO DATE = GRAND OPENING DATE *AS OF: Jan 08, 2008 R1V-0 MAR 17 2008 PEFiiv i CENTEF, PROP_ AREA OF POP OUT SPECIAL INSPECTION N FNr.Y SOILS: L GRADING, EXCAVATION, AND FIWNG: VERIFY CONFORMANCE TO RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT. PERIODIC CONCRETE FOUNDATIONS: (NOT APPLICABLE TO SLABS ON GROUND) 1. PROVIDE INSPECTIONS DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CONCRETE CONTINUOUS 2. BOLTS INSTALLED IN CONCRETE: PROVIDE INSPECTIONS DURING PLACEMENT OF CONCRETE AROUND BOLTSS, CONTINUOUS 3. EPDXY SET ANCHORS AND EXPANSION ANCHORS INSTALLED IN HARDENED CONCRETE CONTINUOUS 4. REINFORCING STEEL: VERIFY PLACEMENT AND CONFORMANCE TO CONSTRUCTION DOCUMENTS PRIOR TO THE CLOSING OF THE FORMS OR NE DELIVERY OF CONCRETE TO THE JOBSITE PERIODIC 5. WELDING OF REINFORCING STEEL. (ASTM A 706) A. #6 BARS AND LARGER CONTINUOUS B. .5 BARS AND SMALLER, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS AND VERIFIED PRIOR TO THE START OF THE WORK AND VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION PERIODIC STEEL 1. HIGH - STRENGTH BOLTING (A325 AND A490 BOLTS) A. WHILE THE WORK RK IS IN PROGRESS, DETERMINE THAT THE REQUIREMENTS FOR BOLTS, NUTS, WASHERS, AND PAINT: BOLTED PARTS: AND INSTALLATION AND TIGHTENING ARE IN ACCORDANCE WITH APPROVED NATIONALLY RECOGNIZED STANDARDS PERIODIC B. MONITOR NE INSTALLATION OF BOLTS TO DETERMINE THAT ALL PILES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND THAT THE SELECTED PROCEDURE IS PROPERLY USED TO TIGHTEN ALL BOLTS. CONTINUOUS STRUCTURAL WELDING: A. FOR WIELDS WHERE THE PROVIDED MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED IN ADVANCE AND A VISUAL INSPECTION OF All WELDS IS MADE PRIOR TO COMPLETION 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16 INCH IN SIZE PERIODIC 2. WELDED SHEET STEEL FOR COLD-FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS. PERIODIC STRUCTURAL OBSERVATION DEFINITION: STRUCTURAL OBSERVATION IS DEFINED AS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, INCLUDING, BUT NOT UNITED TO, THE ELEMENTS AND CONNECTIONS AT SIGNIFICANT CONSTRUCTION STAGES, AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBIUTY FOR THE INSPECTION(S) REQUIRED BY IBC SECTION 305 AND SECTION 1701. STRUCTURAL OBSERVATION SHALL BE PROVIDED BY THE ENGINEER OF RECORD, OR HIS REPRESENTATIVE, IN ACCORDANCE WITH SECTION 1702 OF THE IBC. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER OF RECORD OR HIS REPRESENTATIVE OFFICE 72 HOURS IN ADVANCE OF REQUIRED OBSERVATION(S) FOR SCHEDULING PURPOSES. FAILURE TO MEET OBSERVAT1ON SCHEDULES MAY REQUIRE REMOVAL (FOR OBSERVATION PURPOSES) ANY FINISHES THAT HAVE BEEN SUBSEQUENTLY INSTAUFD. APPROVAL BY THE MUNICIPAL INSPECTOR DOES NOT PRECLUDE OBSERVATION BY THE ENGINEER OF RECORD AND APPROVAL BY THE ENGINEER OF RECORD DOES NOT PRECLUDE THE INSPECTION PROCESS BY THE MUNICIPAL INSPECTOR AND ANY OTHER CODE REQUIREMENTS FOR INSPECTION. REMOVAL AND REPLACEMENT OF ANY FINISHES AND /OR FRAMING DAMAGED BY THE FINISH REMOVAL PROCESS OR AS REQUIRED FOR CORRECTIVE ACTION SHALL BE AT THE CONTRACTOR'S EXPENSE, NOT THE OWNER, ENGINEER NOR STRUCTURAL OBSERVER. 2. A PRE - CONSTRUCTION MEETING INCLUDING THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL OBSERVATION, THE CONTRACTOR, SPECIAL INSPECTOR, AND APPROPRIATE SUBCONTRACTORS SHALL BE HELD TO RENEW THE DETAILS OF THE STRUCTURAL SYSTEM TO BE STRUCTURALLY OBSERVED. 3. AS A MINIMUM, THE ENGINEER SHALL PERFORM STRUCTURAL OBSERVATION AT THE FOLLOWING STAGES OF CONSTRUCTION: A. REINFORCING STEEL: AFTER PLACEMENT OF STEEL, BUT BEFORE PLACEMENT OF CONCRETE B. STEEL FRAMING: AFTER STEEL ERECTION AND WELDING E STEEL DECKS. C. BEFORE THE CLOSING OF WALLS THAT WOULD COVER ANY STRUCTURAL CONNECTIONS. D. AT COMPLETION OF WORK. 4. UPON COMPLETION OF WORK THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO OWNER AND THE ENGINEER OF RECORD WITH HIS/HER WET STAMP AND SIGNATURE A Its iING TO THE VISUAL OBSERVATIONS MADE. THE REPORT SHALL ALSO IDENTIFY ANY REPORTED DEFICIENCIES THAT HAVE NOT BEEN RESOLVED. GENERAL NOTES A. BUILDING AND DESIGN CODES: 1. INTERNATIONAL BUILDING CODE 2006 EDITION WITH WASHINGTON AMENDMENTS AND APPUCABLE MODIFICATIONS AND ORDINANCES, CITY Of TUKWILA, WASHINGTON. 2. AISC MANUAL OF STEEL CONSTRUCTION, 13TH EDITION. 3. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4. DESIGN OF COLD FORMED STEEL STRUCTURES, AMERICAN IRON & STEEL INSTITUTE (AISI), 2001 EDI11ON. B. DESIGN LOADS: 1. LIVE LOADS: a. ROOF b. SLAB ON GRADE UNIFORM LOAD 20 PSF 100 PSF UVE LOAD REDUCTION ON SUPPORTING ELEMENTS IN ACCORDANCE WITH 2006 IBC. LOADING FOR MECHANICAL AND ELECTRICAL EQUIPMENTS ARE BASED ON THE WEIGHTS OF ASSUMED EQUIPMENT, AS INDICATED ON THE MECHANICAL DRAWINGS (INCLUDING THE WEIGHT OF CONCRETE PADS WHERE INDICATED ON THE MECHANICAL DRAWINGS). ANY CHANGES IN TYPE, SIZE, LOCATION, OR NUMBER OF PIECES OF EQUIPMENT SHOULD BE REPORTED TO THE ARCHITECT FOR VERIFICATION OF THE ADEQUACY OF SUPPORTING MEMBERS PRIOR TO PLACEMENT OF EQUIPMENT. 2. DEAD LOADS: UNIFORM LOAD a. ROOF 16 PSF DESIGN DEAD LOADS INCLUDE THE WEIGHT OF STRUCTURAL COMPONENTS AND PERMANENT FIXTURES. 3. WIND LOAD a. FASTEST MILE WIND SPEED - 85 MPH b. IMPORTANCE FACTOR - Iw = 1.15 C. EXPOSURE - C d. COMPONENT AND CLADDING DESIGN PRESSURE -(NOT IN AREA OF DISCONTINUITY) 1- 100 SF TRIO. AREA INWARD =15 PSF OUTWARD =18 PSF 2- 50 SF TRIB AREA INWARD =16 PSF OUTWARD =20 PSF e. COMPONENT AND CLAPPING DESIGN PRESSURES: ROOF: 10 PSF INWARD, 27 PSF OUTWARD WALL: 12 PSF INWARD, 20 PSF OUTWARD 4. SEISMIC LOADS: a. SOSMIC USE GROUP - I b. SPECTRAL RESPONCE COEFF., Sds = 0.854 g, Sdi = 0.781 g c. IMPORTANCE FACTOR, 1=1.0 d. STRUCTURAL SYSTEM COEFFICIENT R =3.25 e. SITE CLASS - C f.. STRUCTURAL FRAMING & SEISMIC FORCE RESISTING SYSTEM - ORDINARY STEEL. MOMENT FRAME g. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE ANALYSIS 5. SNOW: a. GROUND SNOW LOAD -- Pg = 35.7 PSF b. FLAT ROOF SNOW LOAD - Pf = 25 PSF c. IMPORTANCE FACTOR - Is = 1.0 d. EXPOSURE - Ce = 1.0 e THERMAL FACTOR - Ct =1.0 f. DRIFT: 25 PSF C. GENERAL REQUIREMENTS: 1. SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND MUST BE USED IN CONJUNCTION WITH THE DRAVNGS. 2. VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO BEGINNING SHOP DRAWINGS OR FABRICATING MATERIALS. NOTIFY A/E OF DISCREPANCIES BEFORE PROCEEDING WITH ANY PHASE WORK. SUBMIT THE APPROPRIATE PLANS AND DETAILS REFLECTING THE FIELD VERIFIED EXISTING CONDITIONS FOR THE A/E'S USE. 3. VERIFY THE LOCATION OF CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES, DEPRESSIONS, PADS, AND WALL OPENINGS. 4. DO NOT SCALE DRAWINGS FOR THE PURPOSE OF ESTABLISHING DIMENSIONS. 5. DETAILS LABELED 'TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY ENGINEER OF CONFIJCTS REGARDING APPUCABIUTY OF "TYPICAL DETAILS'. 6. DO NOT LOAD THE SLAB ON GRADE OR SUPPORTED SLAB WITH ERECTION CRANES OR ERECTION EQUIPMENT. THE SLABS HAVE NOT BEEN DESIGNED FOR CRANE LOADS AND VNLL REQUIRE AN INCREASE IN THICKNESS AND /OR REINFORCEMENT. OBTAIN A/E APPROVAL ON PROPOSED CRANE SUPPORT PLAN FOR SLABS PRIOR TO COMMENCING WORK. 7. DO NOT STORE OR STACK CONSTRUCTION MATERIALS ON POURED OR ERECTED FLOORS /ROOFS IN EXCESS OF 80 PERCENT OF LIVE LOAD. GENERAL CONTRACTOR WILL ENSURE THAT AU. SUB-CONTRACTORS ARE INFORMED OF LOADING RESTRICTIONS. AVOID IMPACT WHEN PLACING MATERIALS ON POURED OR ERECTED FLOORS OR ROOF. 8. THE CONTRACT STRUCTURAL DOCUMENTS REPRESENT THE FINISHED STRUCTURE THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION. PROVIDE ALL MEASURES REQUIRED TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING CONSTRUCTION; INCLUDING BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING, SHORING OF RETAINING WALLS AND OTHER TEMPORARY SUPPORTS AS REQUIRED. 9. PRINCIPAL OPENINGS THROUGH THE FRAMING ARE SHOWN ON DRAWINGS. EXAMINE THE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR NE REQUIRED OPENINGS AND PROVIDE FOR REQUIRED OPENINGS WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT, VERIFY SIZE AND LOCATION Of OPENINGS VITH THE MECHANICAL CONTRACTOR. DEVIATIONS FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED PRIOR TO IMPLEMENTING THE CHANGES. 10. DO NOT CUT OR DRILL THROUGH EASING REINFORCING OR CABLE TENDONS. X- RAY TO LOCATE REINFORCING OR CABLE TENDONS AT LOCATIONS REQUIRING CUTTING OR CORING PRIOR TO START OF CONSTRUCTION. SUBMIT REINFORCEMENT LOCATION IN CONFLICT WITH DRAWINGS FOR A/E REVIEW. SPECIAL INSPECTIONS NOTES A. THE OWNER WILL. EMPLOY THE SERVICES OF ONE OR MORE SPECIAL INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR THE ITEMS IN THE SPECIAL INSPECTION TABLE BELOW IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2006 EDITION. NOT APPUCABLE TO SLABS ON GROUND OR SITE CONCRETE FULLY SUPPORTED ON EARTH. B. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. H. ALL SITE WELDING REQUIRES DEPUTY INSPECTION. C. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: 1. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE VAN THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. THE INSPECTOR MAY NOT ALTER, MODIFY, ENLARGE OR WAIVE ANY OF THE REQUIREMENTS OF THE DOCUMENTS. 2. THE SPECIAL INSPECTOR SHAM FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE PROFESSIONAL OF RECORD, AND THE CONTRACTOR. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. 3. 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 CODE. D. OBSERVATION BY STRUCTURAL ENGINEER OF RECORD IS NOT REQUIRED. IF STRUCTURAL OBSERVATION IS REQUIRED BY NE BUILDING AUTHORITY IT SHALL BE AS DIRECTED BY THE OWNER TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE. E. THE FABRICATION OF TRUSSES AND OTHER ASSEMBLAGES CONSTRUCTED USING WOOD AND METAL MEMBERS, OR USING LIGHT METAL PLATE CONNECTORS, SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED INSPECTOR APPROVED BY THE ENFORCEMENT AGENCY AND PAID FOR BY THE CONTRACTOR. THE INSPECTO SHALL FURNISH THE ARCHITECT, STRUCTURAL ENGINEER AND THE ENFORCEMENT AGENCY WITH A REPORT THAT THE LUMBER SPECIES, GRADES AND MOISTURE CONTENT, TYPE CF GLUE, TEMPERATURE AND GLUING PROCESS, TYPE OF METAL MEMBERS AND METAL CONNECTORS, AND NE WORKMANSHIP, CONFORM IN EVERY MATERIAL RESPECT VIM THE DULY APPROVED PLANS AND SPECIFICATIONS. EACH INSPECTED TRUSS SHALL BE STAMPED BY THE INSPECTOR WITH AN IDENTIFYING MARK. F. INSPECTION OF FABRICATORS IS NOT REQUIRED WHERE THE WORK IS DONE ON NE PREMISES CF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK VATHOUT SPECIAL INSPECTION. THE APPROVED FABRICATOR MALL SUBMIT A CERTIFICATE OF COMPLIANCE THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH NE APPROVED PLANS AND SPECIFICATIONS TO NE BUILDING OFFICIAL AND TO THE ARCHITECT OF RECORD. G. INSPECTION OF ALL GRADE BEAM TO COLUMN CONNECTIONS AND BEAM TO COLUMN CONNECTIONS IS REQUIRED AND SHALL BE PERFORMED BY THE SPECIAL INSPECTOR. FOUNDATION NOTES A. REFER TO THE GEOTECHNICAL REPORT AND SPECIFICATIONS FOR GENERAL REQUIREMENTS OF EARTHWORK, OVEREXCAVATION, SUBGRADE PREPARATION, FILL AND COMPACTION, WATERPROOFING AND OTHER PERTINENT REQUIREMENTS AND INFORMATION. B. FOUNDATION DESIGN IS BASED UPON SOILS EXPLORATION AND REPORT BY GILES ENGINEERING ASSOCIATES, INC., REPORT ENTITLED 'PROPOSED BJ's RESTAURANT, WESTFlELD SOUTHCENTER MALL, DATED DECEMBER 21, 2007, PROJECT NO. 2G- 0711005. C. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE NET BEARING PRESSURE CF 3,000 PSF, FOR FOOTINGS FOUNDED A MINUMUM OF EIGHTEEN (181 INCHES BELOW ANAL GRADE. D. PROTECT PIPES AND CONDUITS RUNNING THROUGH WALLS AND SLABS MATH 1/2 INCH EXPANSION MATERIAL LOWER CONTINUOUS FOOTINGS AND GRADE BEAMS PERPENDICULAR TO PIPE RUNS TO ALLOW PIPES TO PASS ABOVE THE FOOTINGS OR THROUGH THE GRADE BEAMS. ALTERNATIVELY, PROVIDE A CONCRETE JACKET IF PIPES ARE LOW ENOUGH TO BE PLACED BELOW NE FOOTINGS AND GRADE BEAMS. LOWER FOOTINGS AND GRADE BEAMS PARALLEL TO PIPE RUNS TO AVOID SURCHARGE ONTO ADJACENT TRENCH EXCAVATIONS. E. CONSTRUCTION MONITORING AND TESTING OF SUBGRADES FOR FELL, FOUNDATION, FLOOR SLAB AND PAVEMENT; AND FILL SELECTION, PLACEMENT AND COMPACTION SHALL BE PERFORMED BY AN EXPERIENCED SOILS ENGINEER AND /OR HIS REPRESENTATIVES. F. ALL COMPACTION ALL, SUBGRADES, AND GRADES SHALL BE (A) UNDERLAIN BY SUITABLE BEARING MATERIAL, (B) FREE OF AU. ORGANIC, FROZEN, OR OTHER DELETERIOUS MATERIAL, AND (C) OBSERVED, TESTED AND APPROVED BY QUALIFIED ENGINEERING PERSONNEL REPRESENTING AN EXPERIENCED SOILS ENGINER. PREPARATION OF SUBGRADES AFTER STRIPPING VEGETATION, ORGANIC, OR OTHER UNSUITABLE MATERIALS SHALL CONSIST OF (A) PROOFROLUNG TO DETECT SOIL, WET, YIELDING SOILS OR OTHER UNSTABLE MATERIALS THAT MUST BE UNDERCUT, (B) SCARIFYING THE TOP EIGHT INCHES, (C) MOISTURE CONDITIONING THE SOILS AS REQUIRED, AND (D) RECOMPACTION TO SAME MINIMUM IN -SITU DENSITY REQUIRED FOR SIMILAR MATERIALS INDICATED UNDER ITEM J. G. IN OVEREXCAVATION AND FILL AREAS, THE COMPACTED FILL MUST EXTEND (A) A MINIMUM ONE FOOT LATERAL DISTANCE BEYOND THE EXTERIOR EDGE OF THE FOUNDATION AT BEARING GRADE OR PAVEMENT AT SUBGRADE AND DOWN TO COMPACTED FILL SUBGRADE ON A MAXIMUM 0.5 (H): I (V) SLOPE, (B) ONE FOOT ABOVE FOOTING GRADE OUTSIDE THE BUILDING, AND (C) TO FLOOR SUBGRADE INSIDE THE BUILDING. FILL SHALL BE PLACED AND COMPACTED ON A 5 (H):1 (V) SLOPE OR MUST BE STEPPED OR BENCHED AS REQUIRED TO FLATTEN IF NOT SPECIFICALLY APPROVED BY QUALIFIED PERSONNEL UNDER THE DIRECTION OF AN EXPERIENCED SOIL ENGINEER. H. THE COMPACTED ALL MATERIALS SHALL BE FREE OF DELETERIOUS, ORGANIC, OR FROZEN MATTER, SHALL CONTAIN NO CHEMICALS NAT MAY RESULT IN THE MATERIAL BEING CLASSFlED AS 'CONTAMINATED', AND SHALL BE LOW- EXPANSIVE WITH A MAXIMUM LIQUID-UNIT (ASTM 0-423) AND PLASTICITY INDEX (ASTM D -424) OF 30 AND 15, RESPECTIVELY. THE TOP 12 INCHES OF COMPACTED FILL SHOULD HAVE A MAXIMUM THREE- INCH - PARTICLE DIAMETER AND ALL UNDERLYING COMPACTED ALL A MAXIMUM SIX -INCH DIAMETER UNLESS SPECIFICALLY APPROVED UNDER THE DIRECTION CF AN EXPERIENCED SOILS ENGINEER PRIOR TO PLACEMENT. I. THE DENSITY CF THE STRUCTURAL COMPACTED ALL AND SCARIFIED SUBGRADE AND GRADES SHALL NOT BE LESS THAN 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY STANDARD PROCTOR (ASTM D -698) WITH THE EXCEPTION OF THE TOP 12 INCHES OF PAVEMENT SUBGRADE WHICH SHALL HAVE A MINIMUM IN -SITU DENSITY OF 100 PERCENT OF MAXIMUM DRY DENSITY, OR AVE PERCENT HIGHER THAN UNDERLYING FILL MATERIALS. THE MOISTURE CONTENT OF COHESIVE SOIL SHALL NOT VARY BY MORE THAN -1 TO +3 PERCENT OF THE OPTIMUM WHEN PLACED AND COMPACTED OR RECOMPACIED, UNLESS SPECIFICALLY RECOMMENDED/APPROVED BY THE SOILS ENGINEER MONITORING THE PLACEMENT AND COMPACTION. COHESIVE SOILS NTH MODERATE TO HIGH EXPANSIVE POTENTIALS (PI >15) SHOULD, HOWEVER, BE PLACED, COMPACTED AND MAINTAINED PRIOR TO CONSTRUCTION AT A MOISTURE CONTENT OF 3+1- -1 PERCENT ABOVE OPTIMUM MOISTURE CONTENT TO LIMIT FUTURE HEAVE. THE FILL SHALL BE PLACED IN LAYERS WITH A MAXIMUM LOOSE THICKNESS OF EIGHT INCHES. THE COMPACTION EQUIPMENT SHOULD CONSIST OF SUITABLE MECHANICAL EQUIPMENT SPECIFICALLY DESIGNED FOR SOIL COMPACTION. BULLDOZERS OR SIMILAR TRACKED VEHICLES ARE TYPICALLY NOT SUITABLE FOR COMPACTION. J. EXCAVATION, FILLING, SUBGRADE AND GRADE PREPARATION SHALL BE PERFORMED IN A MANNER AND SEQUENCE THAT WILL PROVIDE DRAINAGE AT ALL TIMES AND PROPER CONTROL OF EROSION. PRECIPITATION, SPRINGS, AND SEEPAGE WATER ENCOUNTERED SHALL BE PUMPED OR DRAINED TO PROVIDE A SUITABLE WORKING PLATFORM. SPRINGS OR WATER SEEPAGE ENCOUNTERED DURING GRADING/FOUNDATION CONSTRUCTION MUST BE CALLED TO THE SOIL ENGINEER'S ATTENTION IMMEDIATELY FOR POSSIBLE CONSTRUCTION PROCEDURE REVISION OR INCISION OF AN UNDERDRAIN SYSTEM. K. WHEREVER, IN THE OPINION OF THE SOILS ENGINEER OR THE OWNER'S REPRESENTATIVES, AN UNSTABLE CONDITION IS BEING CREATED EITHER BY CUTTING OR FIWNG, THE WORK SHALL NOT PROCEED INTO THAT AREA UNTIL AN APPROPRIATE GEOTECHNICAL EXPLORATION AND ANALYSIS HAS BEEN PERFORMED AND THE GRADING PLAN REVISED, IF FOUND NECESSARY. SLAB -ON -GRADE NOTES A THE SLAB SHALL BE UNDERLAIN BY A FOUR -INCH THICK LAYER OF GRANULAR MATERIAL OVER EIGHTEEN- INCHES OF GEO -FOAM EXPANDED POLYSTYRENE BLOCKS. A MINIMUM 15 MIL SYNTHETIC SHEET SHALL BE PLACED BELOW THE FLOOR SLAB TO SERVE AS A VAPOR RETARDER WHERE REQUIRED TO PROTECT MOISTURE- SENSITIVE FLOOR COVERINGS (I.E 11LE, OR CARPET, ETC.). THE SHEETS OF THE VAPOR RETARDER MATERIAL SHALL BE EVALUATED FOR HOLES AND /OR PUNCTURES PRIOR TO PLACEMENT AND THE EDGES OVERLAPPED AND TAPED. IF MATERIALS UNDERLYING THE SYNTHETIC SHEET CONTAIN SHARP, ANGULAR PARTICLES, A LAYER OF SAND APPROXIMATELY TWO INCHES THICK OR A GEOTEEXTTLE SHALL, BE PROVIDED TO PROTECT IT FROM PUNCTURE AN ADDITIONAL TWO-INCH THICK LAYER OF SAND MAY BE NEEDED BETWEEN THE SLAB AND NE VAPOR RETARDER TO PROMOTE PROPER CURING. THE SAND LAYERS ABOVE AND BELOW THE SYNTHETIC SHEETING MAY BE USED AS A SUBSTITUTE FOR THE GRANULAR MATERIAL BELOW THE SLAB. B. PROVIDE CONTROL JOINTS AND OPTIONAL CONSTRUCTION JOINTS ON MAJOR GRID LINES PER DETAILS 01 & 02/S3.0. REINFORCING STEEL NOTES A. PROVIDE DETAILING, FABRICATION, AND INSTALLATION OF REINFORCING AND ACCESSORIES IN ACCORDANCE WITH ACI 315 AND AO 318. B. PROVIDE NEW BILLET STEEL REINFORCING BARS IN ACCORDANCE WITH ASTM A 615, GRADE 60. C. PROVIDE ANCHOR BOUTS CONFORMING TO THE STANDARDS OF ASTM F1554 GR 36 UNLESS OTHERWISE NOTED. D. COORDINATE PLACEMENT OF CAST -IN -PLACE EMBEDMENTS AND ANCHOR BOLTS. SET ANCHOR BOLTS WITH A TEMPLATE SECURELY ATTACH EMBEDDED ITEMS TO FORMWORK OR REINFORCING. E. PROVIDE (LASS "B' REINFORCEMENT SPLICES FOR CONTINUOUS REINFORCEMENT. PROVIDE STANDARD 90- DEGREE HOOKS IN ACCORDANCE WITH ACI 318, UNLESS OTHERWISE NOTED. STAGGER SPLICES UNLESS SPECIFICALLY NOTED. F. MAINTAIN THE FOLLOWING CONCRETE COVERAGE FOR REINFORCING STEEL. UNLESS OTHERWISE NOTED: 1. CONCRETE CAST AGAINST EARTH: 3" 2. CONCRETE EXPOSED TO WEATHER: a. NO. 6 AND LARGER b. NO. 5 AND SMALLER CONCRETE NOTES 2" 1 1/2° 1. NORMAL WEIGHT(150 PCF), F'c = 3,000 PSI CONCRETE AT 28 DAYS. a. ALL CONCRETE GRADE SUPPORTED SLABS AND GRADE BEAMS. b. FOOTINGS. G. DO NOT WIELD OR BEND REINFORCEMENT IN THE FIELD UNLESS SPECIFICALLY SHOWN OR APPROVED BY STRUCTURAL ENGINEER. H. WHEN SPECIFICALLY APPROVED, PROVIDE WELDED REINFORCEMENT ACCORDANCE WITH ASTM A 706 GRADE 60. USE LOW HYDROGEN ELECTRODES FOR WELDING OF REINFORCEMENT IN CONFORMANCE WITH 'RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL', AMERICAN %MELDING SOCIETY, AWS D12.1. I. WHERE REQUIRED, PROVIDE DOWELS TO MATCH SIZE AND SPACING OF MAIN REINFORCING. J. PROVIDE CONTINUOUS HORIZONTAL WALL/GRADE BEAM REINFORCEMENT WITH 90- DEGREE BENDS AND EXTENSIONS AT CORNERS AND INTERSECTIONS AS SHOWN ON TYPICAL BAR PLACING DETAILS. K PROVIDE BAR SUPPORT ACCESSORIES IN ACCORDANCE WITH THE LATEST ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. SUPPORT BEAM REINFORCING ON BEAM BOLSTERS SPACED NOT MORE THAN 4 FEET ON CENTER. L PROVIDE BAR SUPPORTS VAN PLASTIC COATED LEGS OR HOT DIP GALVANIZING AFTER FABRICATION FOR CONCRETE EXPOSED TO VIEW. PROVIDE STAINLESS STEEL BAR SUPPORTS FOR CONCRETE TO RECEIVE A SANDBLAST FINISH. A. PROVIDE DIFFERENT CLASSES l3F CONCRETE AS SHOWN BELOW. PROVIDE LATCH MIXING, TRANSPORTATION, PLACING AND CURING OF CONCRETE IN ACCORDANCE WITH RECOMMENDATIONS OF ACI 301 AND ACI 318. USE TYPE I PORTLAND CEMENT (ASTIR C150) UNLESS OTHERWISE NOTED. PROVIDE ADMIXTURES AND SPECIAL REQUIREMENTS AS SPECIFIED. B. UNLESS SPECIFIED BELOW, CONCRETE MUST REACH THE FOLLOWING PERCENTAGES OF ITS 28 DAY COMPRESSIVE STRENGTH (re) BEFORE FORMS MAY BE REMOVED: 1. WALLS, COLUMNS AND BEAM SIDES. 40 PERCENT C. PROVIDE CONCRETE MIXES DESIGNED BY A QUALIFIED TESTING LABORATORY FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. D. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED ON DRAWINGS. HORIZONTAL CONSTRUCTION JOINTS ARE NOT ALLOWED UNLESS SPECIFICALLY NOTED OR APPROVED BY STRUCTURAL ENGINEER. NOTIFY STRUCTURAL ENGINEER OF PROPOSED CONSTRUCTION JOINT OR CONTROL JOINT LOCATIONS WHICH ARE DIFFERENT OR IN ADDITION TO JOINTS INDICATED ON DRAWINGS. PROVIDE 6,000 -SQUARE FOOT MAXIMUM AREA OF CONCRETE PLACEMENT IN NE SLAB BETWEEN CONSTRUCTION JOINTS. PROVIDE 75 -FOOT MAXIMUM SPACING OF CONSTRUCTION JOINTS IN GRADE BEAMS. PROVIDE GRADE BEAM CONSTRUCTION JOINTS IN MIDDLE 1/3 OF THE SPAN. WHEN A BEAM INTERSECTS A GIRDER WITHIN THE MIDDLE 1/3 OF THE GIRDERS SPAN, OFFSET THE JOINT IN THE GIRDER A DISTANCE EQUAL TO RICE THE WIDTH OF THE BEAM. E. CHAMFER EXPOSED EDGES 3/4 INCH UNLESS NOTED OTHERWISE. F. WIRE BRUSH AND CLEAN CONSTRUCTION JOINTS PRIOR TO POURING NEW CONCRETE. G. REFERENCE THE APPROPRIATE DISCIPLINE DRAWNGS FOR SUBSLAB PIPING, FLOOR DRAINS AND SLAB AND WALL PENETRATIONS. H. FOR PIPE INSTALLED HORIZONTALLY WITHIN SLAB, PROVIDE MAXIMUM OUTSIDE DIAMETER OF 30 PERCENT OF THE SLAB THICKNESS. PLACE CONDUIT OR PIPE BETWEEN THE TOP AND BOTTOM LAYERS OF REINFORCEMENT WITHIN THE CENTER THIRD OF THE SLAB. DO NOT SPACE CONDUITS OR PIPE CLOSER THAN THREE DIAMETERS ON CENTER. I. PLACE SPECIFIED CONTINUOUS WATERSTOPS IN ALL EXTERIOR BELOW GRADE CONSTRUCTION JOINTS AND ELSEWHERE AS SHORAN IN DRAWINGS. LIGHT GAUGE STEEL NOTES A. PROVIDE AU. STUDS AND /OR JOISTS AND ACCESSORIES OF THE TYPE, SIZE, GAUGE AND SPACING MOWN ON THE DRAWINGS. B. DESIGN All STRUCTURAL MEMBERS IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS', 2001 EDITION. C. FORM ALL FRAMING MEMBERS FROM CORROSION RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM YIELD OF 33 KS1 FOR STUDS, 33 KSI FOR RUNNERS AND SOLID BLOCKING, 33 KSI FOR JOISTS. D. PLACE ML COLD- FORMED STEEL STUD WALL BRIDGING EVEN HORIZONTALLY NTH A MAXIMUM VERTICAL SPACING OF 5' -0" UNLESS NOTED OTHERWISE. AS AN OPTION, CONTINUOUS COLD -FORMED CHANNELS MAY BE POSITIONED THROUGH THE STUD PUNCH OUTS AS BRIDGING PROVIDED THE CHANNEL IS PROPERLY FASTENED TO EACH STUD. E. PRIOR TO FABRICATION OF FRAMING, SUBMIT FABRICATION AND ERECTION DRAWINGS TO THE ENGINEER FOR RENEW. F. INSTALL AXIALLY -- LOADED STUDS IN A MANNER WHICH WILL ASSURE THAT THEIR ENDS ARE POSITIONED AGAINST THE INSIDE OF RUNNER WEB PRIOR TO FASTENING G. FASTEN COMPONENTS WITH SELF - DRILLING SCREWS OR WELDING. PROVIDE SCREWS OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS IS NOT PERMITTED. TOUCH UP ALL WI=LDS WITH A ZINC -RICH PAINT. H. WELDING OF COLD- FORMED STUDS MAY BE PERFOMED USING A MINIMUM 1/8 AWS TYPE 6013 WELDING ROD. I. SECURELY ANCHOR RUNNERS TO THE SUPPORTING STRUCTURE PROVIDE COMPLETE, UNIFORM, AND LEVEL BEARING SUPPORT FOR THE BOTTOM RUNNER. J. SECURELY ANCHOR ABUTTING LENGTHS OF RUNNER TO A COMMON STRUCTURAL ELEMENT, BUTT- YiEIDED OR SPLICED. K. PLUMB, ALIGN, AND SECURELY ATTACH STUDS TO THE FLANGES OF BOTH UPPER AND LONER RUNNERS. SPLICES IN STUDS ARE NOT PERMITTED. L PROVIDE HEADERS AND SUPPORTING STUDS FOR FRAMING OF WALL OPENINGS. STRUCTURAL STEEL NOTES METAL DECK NOTES A. DESIGN, DETAIL AND ERECT STRUCTURAL STEEL ELEMENTS IN ACCORDANCE WITH THE LATEST VERSO N OF THE FOLLOWING: 1. AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 2. AISC MANUAL OF STEEL CONSTRUCTION, 13th EDITION. 3. AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 4. AWS STRUCTURAL WELDING CODE, D1.1. B. PROVIDE STRUCTURAL STEEL OF THE FOLLOWING ASTM DESIGNATIONS UNLESS NOTED OTHERWISE: 1. CHANNELS Z COLD FORMED STEEL TUBING (HSS) ASTM A36 3. BASE PLATES, MISCELLANEOUS STEEL PLATES, AND RODS ASTMM A 500, GRADE B (46 KSI YIELD) 4. HIGH STRENGTH BOLTS ASTM A 36 5. HARDENED STEEL WASHERS ASTM A 325 C. WELD MINIMUM SIZE AND STRENGTH ASTM F 436 1. PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4 OF THE RISC MANUAL 2. DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENT JOINED, ON ALL SHOP AND FIELD WELDS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. WHERE CONNECTIONS ARE NOTED ON DRAWINGS AS MOMENT CONNECTIONS, PROVIDE WELDS TO DEVELOP FULL FLEXURAL CAPACITY OF THE LESSER MEMBER. 4. PROVIDE ELECTRODES FOR FIELD OR SHOP WELDING THAT CONFORM TO AWS D1.1 CLASS E70. D. PROVIDE MINIMUM OF TWO BOLTS PER CONNECTION. MINIMUM BOLT DIAMETER TO BE 3/4 -INCH. E. PROVIDE BOLTS, NUTS AND WASHERS THAT ARE HOT DIP GALVANIZED ACCORDING TO ASTM A 153, CLASS C WHEN USED TO CONNECT STEEL ELEMENTS THAT ARE HOT DIP GALVANIZED AFTER FABRICATION. F. PROVIDE SIMPLE SHEAR CONNECTIONS FOR STEEL CONNECTIONS NOT OTHERWISE SPECIFIED UTIUZING HIGH STRENGTH BEARING BOLTS IN SINGLE OR DOUBLE SHEAR. PROVIDE DOUBLE ANGLE OR SINGLE PLATE SHEAR TAB BOLTED CONNECTIONS. 1. UNLESS LARGER REACTION IS SHORAN ON DRAWINGS, PROVIDE MINIMUM DESIGN FORCES AS FOLLOWS: a. NONCOMPOSTE BEAMS: BEAM -TO -BEAM OR BEAM -TO- COLUMN CONNECTION TO DEVELOP NE REACTION OF CONNECTED BEAM. OBTAIN END REACTION FROM ALLOWABLE UNIFORM LOAD TABLES IN PART 2 OF THE AISC MANUAL OF STEEL CONSTRUCTION. PROVIDE MINIMUM SHEAR CAPACITY OF 12,000 POUNDS FOR BEAMS 8 INCHES AND 10 INCHES DEEP. PROVIDE MINIMUM SHEAR CAPACITY OF 8,000 POUNDS FOR BEAMS LESS THAN 8 INCHES DEEP. G. STEEL FABRICATION 1. FABRICATE AND ASSEMBLE STRUCTURAL MEMBERS /ASSEMBLES IN SHOP TO GREATEST EXTENT POSSIBLE 2. SPLICING OF STRUCTURAL STEEL MEMBERS IS PROHIBITED WITHOUT PRIOR APPROVAL BY THE A/E. 3. BE RESPONSIBLE FOR ALL ERRORS OF DETAILING ON NE SHOP DRAWINGS, ERRORS IN FABRICATION, AND THE CORRECT FITTING OF STRUCTURAL STEEL MEMBERS. H. CONFORM TO THE AISC CODE OF STANDARD PRACTICE, FOR ERECTION TOLERANCES. FIELD MODIFICATION TO STRUCTURAL STEEL IS PROHIBITED City Of Tukwila WITHOUT PRIOR APPROVAL BY THE A/E BUILDING DIVISION I. CLEAN STEEL OF RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS WHERE REQUIRED FOR FABRICATION, FITTING UP, OR WELDING. J. DO NOT CUT STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT PRIOR REVIEW AND APPROVAL OF THE A/E K. HOT DIP GALVANIZE AFTER FABRICATION STRUCTURAL STEEL AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO THE OUTSIDE SUCH ITEMS INCLUDE BUT ARE NOT LIMITED TO 1. CANOPY. Z AWNINGS. EXAMINE NE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR OTHER ITEMS THAT REQUIRE HOT DIPPED GALVANIZING. L PROVIDE GROUT FOR BASE PLATES THAT IS NON- SHRINK, NON - METALLIC GROUT WITH MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI. M. FURNISH STEEL SHOP DRAWINGS FOR ARCHITECT'S AND STRUCTURAL ENGINEERS REVIEW PRIOR TO FABRICATION. INCLUDE WELDING PROCEDURES, TESTING PROGRAMS FOR WELDING AND HIGH STRENGTH BOLTING, COATING MATERIAL AND ERECTION SEQUENCE ON SHOP DRAWINGS. N. MILL STEEL COLUMN ENDS TO FIT FLUSH WITH BASE PLATE, CAP PLATE AND END PLATES. FIELD ASSEMBLY OF THESE STEEL ELEMENTS TO THE COLUMNS IS PROHIBITED. 0. PROVIDE TEMPORARY SHORING OR BRACING DURING CONSTRUCTION PHASE, PRIOR TO COMPLETING CONNECTIONS. P. ALL STEEL SHALL BE PAINTED WITH PRIMER A. PROVIDE DESIGN, FABRICATION, AND ERECTION OF METAL DECK CONFORMING TO THE STEEL DECK INSTITUTE'S "CODE OF RECOMMENDED STANDARD PRACTICE AND BASIC DESIGN SPECIFICATIONS". B. FORM ROOF DECK FROM STEEL SHEETS CONFORMING TO ASTM A 611 GRADE C AND D, OR ASTM A 653 OR HIGHER SPECIFICATIONS WITH THE FOLLOWING MINIMUM YIELD STRENGTH: ROOF DECK: 33 KS1 C. ATTACH SHEETS TO STEEL SUPPORT MEMBERS AS INDICATED AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. WHEN DECK IS SCHEDULED TO BE EXPOSED, DE -SLAG, CLEAN AND TOUCHED UP WELDS WITH A ZINC -RICH PRIMER. D. LAP ROOF DECK ENDS MINIMUM OF 2 INCHES. WHEN FASTENING DECK TO SUPPORT L'E1BERS PROVIDE WELDING MATERIALS AND INSTALLATION PROCEDURES TO PREVENT BURNING OF HOLES IN DECK. E. PROVIDE 6 INCH CLOSURE STRIP WHERE CHANGES IN DECK DIRECTION OCCUR. CLOSURE TO BE SAME GAGE AS DECK. F. AT ENDS OF DECKS OR WHERE CHANGES OF DECK DIRECTION OCCUR, FASTEN TO SUPPORTS AT EACH FLUTE. PROVIDE ADEQUATE CLOSURES AND FASTENERS TO SIDES AT 12 INCHES ON CENTER. G. WHERE PARTIAL PANELS MAY BE REQUIRED TO COMPLETE DECK INSTALLATION AT PERIMETER OF STRUCTURE, PROVIDE WIELDS IN EACH FLUTE TO STRUCTURAL MEMBERS. INSTALL DECK IN THREE SPAN LENGTHS WHEREVER POSSIBLE. H. METAL ROOF DECK: 1. PROVIDE 1 -1/2" DEEP, 22 GAGE, VERCO TYPE HSB --36 PAINTED METAL DECK. 2. PROVIDE POSITIVE ATTACHMENT TO SUPPORT MEMBERS WITH 5/8 INCH DIAMETER PUDDLE WELDS (36/4 PATTERN). 3. PROVIDE TOP SEAMS WELD SIDELAP FASTENERS 0 24" O.C. 4. AT PERIMETER OF DECK, SECURE DECK TO STRUCTURAL MEMBERS WITH %" DIAMETER PUDDLE WELDS • If O.C. 5. SUSPENDED CEILING, UGHT FIXTURES, DUCTS OR OTHER U11U11ES SHALL NOT BE SUPPORTED BY THE STEEL DECK. 6. CONTRACTOR SHALL COORDINATE METAL DECK LENGTH AND DETAIL ACTUAL STEEL JOIST LAYOUT. ACTUAL STEEL JOIST LAYOUT MAY DIFFER SOMEWHAT FROM THAT SHORAN IN THE CONTRACT DOCUMENTS DUE TO OVERLAPPING JOIST SEAT REQUIREMENTS AT THE SUPPORTS. - D(A REVIEWED ED CODE COMPLIANCE APPROVED MAR 2 5 2008 CarterIu CARTER & BURGESS. INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 CC LLI w co 0 co Li. CO 41 t CO 9 wil 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92047 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01.25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: SHEET CONTENTS: GENERAL NOTES R ; V D MAR 17 2008 PERMS l Ce4TER SHEET NUMBER: S0.1 11 /30/07 01/25/08 03/11 /08 v2.0 COPVInaminnicios by Moan Garter lansann Us. III 111 01111111111 III III 011 1II I NOTE: RACE PLUMBING DRAWINGS FOR ALL FLOOR DRAIN LOCATIONS. FLOOR SHALL BE SLOPED 1/4' PER FOOT TOWARDS All FLOOR DRAINS. FIN FLR EL = 100' -10" 5' CONC. SLAB OVER 15 MIL 51EG0 WRAP VAPOR RETARDER OVER 4' CRUSHED STONE BASE OVER OVER 18' GEO -FOAM EPS BLOCKS OVER SUBGRADE AS SPECIFIED. RENF. SLAB WITH f4 AT 18" O.C. EACH WAY. FIN FLR EL = 100' -0" 5" CONC. SLAB OVER 15 MIL STEGO WRAP VAPOR RETARDER OVER 4" CRUSHED STONE BASE OVER OVER 18' GEO -FOAM EPS BLOCKS OVER SUBGRADE AS SPECIFIED. RENV. SLAB VIITH ,#4 AT 18' O.C. EACH WAY. — a 5'- 4 O CONCRETE CURB RE KITCHEN DRAWINGS FOR CURB 18' -2}¢° • T.O. FOOTING = 9 FOUNDATION PLAN 38' -9" FIN FLR EL = VARIES 5" CONC. SLAB OVER 15 MIL STEGO WRAP VAPOR RETARDER OVER 4" CRUSHED STONE BASE OVER OVER 18' GEO -FOAM EPS BLOCKS OVER SUBGRADE AS SPECIFIED. REINF SLAB MTH j4 AT 18' O.C. EACH WAY. a PLAN NOTES 1. REFERENCE SHEET S3.0 FOR TYPICAL DETAILS AND MEET S0.1 FOR GENERAL NOTES. 2. FINISH FLOOR ELEVATION 1OO' --O = EXISTING 3. HELD VERIFY EXISTING AND NEW SLAB LOCATIONS. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2008 City Of Tukwila ' BUILDING DIVI,(N ca LLI I- 0 CO w f— a) Bu w z w 0 0 co co LO CARTER & WACES% INC. 1420 WEST MOCKINGBIRD LANE, X18OO DALLAS, TEXAS 75247 -4925 00 co GO 0) 0 z 1 4 :4 6 c r.e® 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024205.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION 11 /30/07 01 /25/08 03/11/08 REVISIONS: ® REVISION 02/11 /08 A ISSUED FOR CONST. 03/11 /08 SHEET CONTENT& FOUNDATION PLAN Rrr7IVED MAR 17 2008 PENA 1 CENTER SHEET NUMBER: S1.0 eke CICIPORIMITni20128 bre "sobs Oarier Masses Lem - 111 Mil ® ®--® -E EXISTING BRACED FRAME EXISTING BEAM EXiST1NG BEAM EXISTING BEAM EXISTING BEAM EXISTING BEAM MAU - 1 1250 LBS EXISTING BEAM \ EXISTING BEAM EXISTING BEAM EXISTING BEAM EXISTING BEAM R1U -3 2860 LBS 1/2' MIL DECK - RE: METAL DECK NOTES EXISTING BEAM EXISTING BEAM EXISTING BEAM SCALE: 3/16 " =1' -0" FRAMING PLAN REV CO FOR CODE MPLIANCE APPROVED MAR 2 5 BOB City O Tukwila BUILQTN'W �I 1S'° PLAN NOTES 1. REFERENCE SHEET S3.0 FOR TYPICAL DETAILS AND SHEET S0.1 FOR GENERAL NOTES. 2 FINISH FLOOR ELEVATION 100' -0 = EXISTING 3. FIELD VERIFY EXISTING AND NEW SLAB LOCATIONS. Ctirlerm CARTER & BURGESS. WIC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 t6 CO F < W 0 cc 0 111 1— co 0 co LL co < co 0, °° 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -O8 FOR PERMIT ISSUES; HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: ,Q REVISION ® CLAIRIFICATION SHEET CONTENTS: ROOF PLAN REC.71 QED MAR 17 2008 PER fvli CENTER SHEET NUMBER: S1.1 11 /3 0/0 7 01 /25/08 03/11/08 02/11 /08 02/22108 v2.0 00PY222111 Oarldv I 1 I I I IT - 111 Mil ® ®--® -E EXISTING BRACED FRAME EXISTING BEAM EXiST1NG BEAM EXISTING BEAM EXISTING BEAM EXISTING BEAM MAU - 1 1250 LBS EXISTING BEAM \ EXISTING BEAM EXISTING BEAM EXISTING BEAM EXISTING BEAM R1U -3 2860 LBS 1/2' MIL DECK - RE: METAL DECK NOTES EXISTING BEAM EXISTING BEAM EXISTING BEAM SCALE: 3/16 " =1' -0" FRAMING PLAN REV CO FOR CODE MPLIANCE APPROVED MAR 2 5 BOB City O Tukwila BUILQTN'W �I 1S'° PLAN NOTES 1. REFERENCE SHEET S3.0 FOR TYPICAL DETAILS AND SHEET S0.1 FOR GENERAL NOTES. 2 FINISH FLOOR ELEVATION 100' -0 = EXISTING 3. FIELD VERIFY EXISTING AND NEW SLAB LOCATIONS. Ctirlerm CARTER & BURGESS. WIC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 t6 CO F < W 0 cc 0 111 1— co 0 co LL co < co 0, °° 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -O8 FOR PERMIT ISSUES; HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: ,Q REVISION ® CLAIRIFICATION SHEET CONTENTS: ROOF PLAN REC.71 QED MAR 17 2008 PER fvli CENTER SHEET NUMBER: S1.1 11 /3 0/0 7 01 /25/08 03/11/08 02/11 /08 02/22108 v2.0 00PY222111 Oarldv LEO -FOAM, BY LANDLORD. n! W 3 SLAB THICKNESS AND REINFORCING AS NOTED SCALE: NONE SCALE: NONE SCALE: 1/2" = 1 '-0" TYP SAW -CUT JOINT DETAIL N 1 1/2" N0TE: LOCATE SLAB CONTROL JOINTS AT EXISTING JOINTS, EACH WAY, UNLESS NOTED OTHERWISE MAXIMUM SPACING OF JOINTS TO BE 15-6 o.c. 1/2" 0 x 2L6 SMOOTH DOWELS AT 24" O.C. REINFORaNG PER PLAN 18" GEO -FOAM EPS (EXPANDED POLYSTYRENE SOCKS), BY TENANT. OWNER TENANT v. D' -8" • 1/8 x 1/3 SLAB THICKNESS CONTINUOUS SAWED JOINT 7 TYP CONTRUCTION JOINT DETAIL SCALE: NONE 1 1I1 =1I1 =1 I 1 -1I 1 - 1 11 -1 11 -1 11 -1 11 =1 13/16" DIA HOLES 15 MIL VISQUEEN VAPOR BARRIER BY TENANT GRANULAR FILL CAPILLARY BREAK BY TENANT. DNS X2' -0018" DRILL 6' INTO EXISTING SLAB AND GROUT WITH HILTI HY -150 MAX TYP CONSTRUCTION JOINT DETAIL AT EXISTING TYPICAL BASE PLATE DETAIL FOR 10'x8" TUBE COLUMN 15 MIL STEGO WRAP VAPOR RETARDER BY TENANT 4' GRANULAR FILL CAPILLARY BREAK BY TENANT. 18' GE0 -FOAM EPS (EXPANDED POLYSTYRENE BLOCKS), BY TENANT. 1 1/2' 3/4" THICK PLATE W/ 4 -- 3/4' DIA F1554 (GRADE 36) W/ WASHERS T TYPICAL TURN -DOWN AT ELEVATED SLAB SCALE: 1 /2 " =1' -0" " COLUMN PER PLAN EXISTING SLAB SCALE: 3/4 " =1' -0" W SCALE: 1/2 = 1 - 0 " SLAB -ON- GRADE, RE: PLAN V /' 1 r 1 1/2' EQ. t E l I c 1 io 1' -0" . _ 6" TUBE I � 1' -0" 11--0' axiii O.C. W/ #3 CONT SLAB -ON -GRADE RE: PLA 1 - 6" I� 0 12" O.C. 1' -6" NOTE: BRACE COLUMN TO EXISTING STRUCTURE WITH L4x4x1/4 ANGLE 1 /2"x /2"x -10 BASE PIKE WITH (2) 1/2"0 x 0' -6 HAS RODS WITH "HIL11" HY -150 MAX ADHESIVE LOW KITCHEN WALL COLUMN DETAIL 1 1/2 _ 3/4" THICK PLATE WI 4 - 3/4" DIA F1554 (GRADE 36) WI WASHERS Y^ 13/16' DIA HOLES V TYPICAL BASE PLATE DETAIL FOR 6'x8' TUBE COLUMN 4' -0 i #3 HOOKED 0 12' O.C. • ca c d #3 NOSE BAR 13x0' -8' PINS 0 3' -0' O.C. EPDXIED 5 INTO SLAB -ON -GRADE W/ HIL11 HIT HYI50 i OR EQUIVALENT SLAB- ON -GRi7E RE: PLAN TYPICAL STEP AT ELEVATED SLAB SCALE: 1 /2" =1' -O" b. STE PAVING TYPICAL FOOTING DETAIL SCALE: 1/2" = 1' -0" 4 ! ! !f I ®12"0.® 4� t CL ac Le RE: PLAN ROPE 1/8" PER FOOT SCALE: 1/2" = 1' -0" OUGHEN T /SLAB TO 'c AMPLITUDE REF. PLAN II I I (T 0 10' 0. TOP & BO " 10" 10" 0 pat! P a� BO . REF. PLAN #3x 012' O.C. SLAB-ON-GRADE, RE: PLAN x2' -0" 0 12' O.C. FORCING RE: PLAN E.W. W. ) COLUMN LEAVEOUT N11H ISOLATION JOINT BASE PLATE AND ANCHOR REF. 11 & 11A/53.0 a 2 -#6 ADD'I 1' -4 x 2' -0 LEAVEOUT #111 ISOLATION JOINT BASE PLATE AND ANCHOR REF. 11/53.0 Tr TYPICAL FOOTING DETAIL AT PATIO - f h AND KITCHEN I mil! 4 11_ ° #3x0' -8" PINS 0 3' -O" Q.C. EPDXIED INTO SLAB-ON -GRADE WI HIM HIT HY150 OR EQUIVALENT TYPICAL EQUIPMENT CURB DETAIL SCALE: 1 /2" =1' -O" WALL LINE PROVIDE 1/2"0 x 2' -0 SMOOTH DOWELS 0 GRADE LEVEL DOORS EXISTING SLAB -ON -GRADE REF. 02A/S3.0 SCALE: 1 /2 " =1' --0" RE: ARCH 1' -2" lax I-"'-i 0 12' O.C. WI #3 0 12' O.C. CONT. (2 MIN) 4 " SLAB -ON -GRADE RE: PLAN ROUGHEN TOP OF SLAB TO Y" AMPLITUDE NOTE: IF WIDTH OF CURB IS LESS THAN 1'-O ° , USE (1) LINE OF PINS. 9 2-15 TOP & BOTTOM W/ 0 TIES 0 18' O.C. 09 TYPICAL GRADE BEAM S3.0 SCALE: 1 /2' = 1' -0° 31-0 #3 DOWELS AT 18" O.C. REF. 02/S3.0 1' -0" #3x51 12" O.C. W/ 13 CONT SLAB -ON -GRADE RE: PLAN r /w L ig 1' 3x j 012 O.C. 0 TYPICAL STEP AT ELEVATED SLAB AT EXISTiNG SLAB a RE: KITCHEN 1' -6" 1' -fi" 3 / 12" O.C. W/ 2-#3 CONT. oe TYPICAL TRENCH DRAIN DETAIL S3.0 SCALE: t /2' =1' -0" SCALE: NTS iF9RU J09f " /1"7- 3 1/2 "x1/3 BEAM WIDTH SHEAR KEY REVIEWED FOR CODE COMPLIANCE APPROV 1ANR 2. V0i1 --City Of 1 BUILDING D S .t BEAM MIDSPAN 4 AWL STIRRUPS 0 TYP GRADE BEAM CONST JOINT DETAIL SHEET CONTENTS: FOUNDATION & MISC. DETAILS R! °11'ED 11AR 1 7 2000 PERMIT CENTER SHEET NUMBER: S3.0 Cai1erBu GARTER INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92347 REVISIONS: CO co Z CC O MC III I— IA O uj 10 av INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 0125 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION 11 /30/07 01/25/08 03/11/08 HSS COLUMN RE PLAN PL Y "x3rx0' -7 (A RE: ARCH FOR ALL CANOPY DIMENSIONS. OUTSIDE 2'4 STD PIPE BRACE DETAIL SCALE: 3/4" =1' -0" REF. PLAN WF RE PLAN L4x4xYxO' -6' HSS BEAM, RE: PLAN 1/2 PLATE STEEL COL RE PLAN L4x4x34x0'- REF. 06/S4.0 HSS COLUMN RE PLAN 1/4' CAP PLATE 3/16 3/16 HSS COLUMN RE PLAN (3) A325 -N -STD BOLTS L.3x3xY4xO' -4" CUP ANGLES (TYP) TYP 2x10.6xCONT. 1/4V L4x4x44x0' -6" (P) 1/2' PLATE REF. PLAN WF RE: PLAN INSIDE to STD PIPE L3x3xY4x0' -6" CLIP ANGLES (TYP) 0 BRACE ELEVATION METAL STUD RE: ARCH /16V3-12 METAL DECK BEAM RE: DECK NOTES • • *., RE: PLAN TYPICAL L4X4X /4' XO' -6" TYPICAL RE: ARCH FOR ALL CANOPY DIMENSIONS. REF. PLAN WF RE: PLAN OUTSIDE ( r ) >1/4v 2'4 STD PIPE PROVIDE 1 3' METAL DECK PER DEac NOTES. L4x4xY4x0' -6" HSS BEAM, RE: PLAN 1/2' PLATE L4x4xY44x0' -6' L3x3x.Y4x0' -4' CUP ANGLES (TYP) MC12x10.6xCONT. 1/4 L4x4xY4xO' -6" INSIDE L6X6 "Xis'XO' -4" CONT. METAL STUD RE: ARCH 09 SIDE CANOPY SECTION CAP PLATE RE: NOTE 4 CONTINUITY PLATE (NOTE 4) SCALE: 3/4" =1' —O" BRACE DETAIL METAL DECK RE: DECK NOTES P \ REMOVE BACKING BAR & WELD TABS BACKGOUGE FILLET WELD BOTH SIDES b (NOTE 3) R =3/8" f =0 < = 30' t/4 OR 3/8" (WHICHEVER GREATER) ERECTION BOLTS (2 MIN) FOR ERECTION LOADS SINGLE PLATE SHEAR CONNECTION AND BACKING PLATE (NOTE 2) REMOVE BACKING BAR & .. WELD TABS BACKGOUGE FILET WELD BOTH SIDES E7 (NOTE 3) R = 3/8" f =0 < = 30' t/4 OR 3/8' (WHICHEVER GREATER) DETAIL NOTE: 1. BEAM TO COLUMN MOMENT CONNECTION APPLICABLE TO ORDINARY MOMENT FRAMES. THIS CONNECTION HAS BEEN APPROVED BY TESTING. 2. BEAM WEB WELDING DIRECTLY TO COLUMN TO DEVELOP ITS PORTION OF MOMENT AND SHEAR FROM LOAD COMBINATION. SINGLE SHEAR PLATE USED FOR ERECTION ONLY AND AS BACKING PLATE FOR BEAM WEB WELD. 3. FLANGE WELD SHALL BE MADE USING NOTCH -TOUCH WELDING METAL (MINIMUM CHARPY V -NOTCH TOUGHNESS 20 FT,&B C -2O' F). 4. CONTINUITY PLATES OR CAP PLATES SHALL HAVE A THICKNESS OF ONE -HALF INCH (1/2'). CONNECTION TO COLUMN SHALL BE MADE WITH A PARTIAL JOINT PENETRATION GROOVE WELD. i DETAIL A -A R =3/8' f =0 < = 4S t/4 OR 3/8' (WHICHEVER GREATER) 3 16 HSS BEAM RE: PLAN RE. ARCH. (VARIES) HSS BEAM, RE PLAN HSS COLUMN RE: PLAN BRACE DETAIL 1/4 (3) 3C0 A325 -N -STD EXISTING BEAM 2nd LEVEL ANGLE MACE RE: PLAN TIP. ," CARTER 8. BMW S% INC. 1420 VEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -05 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: REVISION 02/11 /08 L ISSUED FOR CONST. 03/11 /08 SHEET CONTENTS: ROOF DETAILS SHEET NUMBER: 11/30/07 01 /25/08 03/11 /08 by Ameba balm Berybes. hat. 4.2 SPACE ALLOWANCES AND REACH RANGES SECTIONS 4.2.1 - WHEELCHAIR PASSAGE WIDTH A. The minimum clear width for single wheelchair passage shall be 32" at a point and 36" continuously SECTIONS 4.2.2 - WIDTH FOR WHEELCHAIR PASSING A. The minimum clear width for two wheelchairs to pass is 60" SECTIONS 4.2.4.1 - SIZE AND APPROACH A. Minimum clear floor space for a wheelchair and occupant shall be 30" wide x 48" long. Clear floor space shall be centered on the element it serves. 4.3 ACCESSIBLE ROUTE SECTIONS 4.3.2 - LOCATION A. At least one accessible route shall be provided from public trans- portation stops, accessible parking and loading zones, and public sheets or sidewalks to the accessible building entrance. SECTIONS 4.3.3 - WIDTH A. The minimum clear width of an accessible route shall be 36" except at doors. SECTIONS 4.3.4 - PASSING SPACE A. If an accessible route is less than 60" in width, then passing spaces of at least 60 "x60" shall be provided at 200' max. spacing. SECTONS 4.3.5 - HEAD ROOM A. Accessible routes shall have 80" min. clear head room. SECTIONS 4.3.7 - SLOPE A. Running slope shall not exceed 1:20. (If slope exceeds 1:20, refer to section 4.8) B. Cross slope shall not exceed 1:50 4.4 PROTRUDING OBJECTS (REFERENCE DETAIL 4.4.1 & 4.4.2) SECTIONS 4.4.1 - GENERAL A. Objects projecting from walls (for example, telephones) with their leading edges between 27 " -80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Objects mounted with their leading edges at or below 27" above the finished floor may protrude any amount. Free - standing objects mounted on posts or pylons may overhang 12" maximum from 27 " -80" above the ground or finished floor. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. CO SECTIONS A. B. C. A. SECTIONS A. Standard Curb Ramp f - - If Is lass than 48" Then The Slope Of The Flared Sides Shall Nat Exceed 1:12 Adj Dining Slope Shall Not Exceed : _l_Ili!!:: Curb Ramp Parallel to Curb 4 MAX. Detail 5.1 1:10 Max.Slope WIDTH ANY AMOUNT Detail 4.4.2 Detail 4.4.1 4.5 GROUND AND FLOOR SURFACES SECTIONS 4.5.2 - CHANGES IN LEVEL (REFERENCE DETAIL 5.1) A. Changes in level up to 1/4" may be verticle and without edge treatment B. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater than 1:2. SECTIONS 4.5.3 - CARPET A. Carpet provided on a floor surface shall be securely attached; have a firm pad or backing, or no pad; and have a level loop, textured loop, level cut pile, or level cut /uncut pile texture. Maximum pile thickness shall be 1/2 ". Exposed edges of carpet shall be fastened to floor surfaces and have trim along the exposed edges. SECTIONS 4.5.4 - GRATINGS A. If gratings are located in walking surfaces or along accessible routes, then they shall have spaces no greater than 1/2 wide in one direction. B. If gratings have elongated openings, then they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 4.6 PARKING AND PASSENGER LOADING ZONES 4.6.3 - PARKING SPACES Accessible parking shall be at least 96" wide. Parking access aisles shall be 60" wide. Van accessible access aisles shal be 96" wide. Surface slope shall not exceed 1:50 in all directions (Note : no built up curb ramp may be located in an accessible parking access aisle.) SECTIONS 4.6.4 - SIGNAGE A. Each accessible parking space must have individual verticality mounted or suspended sign. Required van accessible spaces must be designatred. A. Characters and symbols on such signs shall be located 60" minimum above the ground. B. Signage located within an accessible route shall be located 80" min. above the walking surface. SECTIONS 4.6.5 - VERTICAL CLEARANCE Provide minimum verticle clearance of 114" at accessible passenger loading zones and along at least one vehicle access route from site entrances and exits. 4.6.6 - PASSENGER LOADING ZONE Passenger loading zones shall provide an access aisle at least 60" wide and 20 ft long adjacent and parallel to the vehicle pull-up space. If there are curbs between the access aisle and the vehicle pull -up space, then a curb ramp complying with 4.7 shall be provided. Vehicle standing spaces and access aisles shall be level with surface slopes not exceeding 1:50 in all directions. 4.7 CURB RAMPS SECTIONS 4.7.2 - SLOPE (REFERENCE DETAIL 4.7) A. Slopes of curb ramps shall comply with 4.8.2. B. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route shall not exceed 1:20. SECTIONS 4.7.3 - WIDTH (REFERENCE DETAIL 4.7) A. The minimum width of a curb ramp shall be 36 ", exclusive of flared sides. SECTIONS 4.7.5 - SIDES OF CURB RAMPS (REFERENCE DETAIL 4.7) A. If a curb ramp is located where pedestrians must walk across the ramp or where it is not protected by handrails or guardrails, it shall have flared sides; the maximum slope of the flare shall be 1:10 7 -Adjoining Slope Shall Nat Exceed 1:20 Flared aide N Ramp (1:12 Max. Slope) Sides Shall Have Detectable Waminga and contrasting color. Min. Location of Typical I Parking Access Able N. N. Ramps (1:12 Max. Slope) 1:1 2 Max.Slope Sides Shall Have Detectable Warnings and contrasting color. Note : if Slope is 1:20 or leas no contrasting color or texture Is required Detail 4.7 SECTIONS 4.7.10 - DIAGONAL CURB RAMPS A. If diagonal curb ramps have returned curbs or other well - defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 4-8" minimum clear space If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also have at least a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. SECTIONS 4.7.11 - ISLANDS A. Any raised islands in crossings shall be cut through level with the street or curb ramps at both sides and a level area at least 48" long between the curb ramps in the part of the island intersected by the crossings. 4.8 RAMPS SECTIONS 4.8.1 - GENERAL A. Any part of an accessible route with a slope greater than 1:20 shall be considered a ramp and shall comply with 4.8 SECTIONS 4.8.2 - SLOPE AND RISE A. The least possible slope shall be used for any ramp. The maximum slope of a ramp in new construction shall be 1:12. The maximum rise for any run shall be 30 ". SECTIONS 4.8.3 - CLEAR WIDTH A. The minimum clear width of a ramp 30 ft or less in length shall be 36 ". Ramps more than 30 ft. in length shall have a minimum clear width of 44 ". SECTION 4.8.4 - LANDINGS A. Level landings required at top and bottom of each run, with the following features: 1. Minimum Width: Equal to width of ramp 2. Length: Minumum 60" clear 3. At change of direction landing shal be 60" x 60" min. SECTION 4.8.5 - HANDRAILS A. Handrails are required at all ramps with > 6" rise. B. Height: 34-38" above ramp surface C. The clear space between the handrail and the wall shall be 1-1/2". SECTIONS 4.8.7 - EDGE PROTECTION A. Ramps and landings with drop offs shall have curbs, walls, railings, or projecting surfaces that prevent slipping off the ramp. Curbs shall be a minimum of 2" high. 4.9 STAIRS SECTIONS 4.9.2 - TREADS AND RISERS A. All steps on a flight of stairs shall have uniform riser heights and tread widths 1. Minimum tread depth shall be 11", measured from riser to riser (not including nosing) 2. Open risers are not permitted SECTION 4.9.4 - HANDRAILS A. Non - continuous handrails shall extend 12" beyond the top riser and 12" plus the width of one tread beyond the bottom riser. At the top, the extension shall be parallel to the floor. At the bottom, the handrail shall continue to slope for a distance of one tread width (11 "); the remaining extension shall be horizontal. B. Height 34" - 38 ", measured from the stair nosing. 4.13 DOORS SECTION 4.13.4 - DOUBLE - LEAF DOORWAYS A. Doorways with two independently operated leaves shall have at least one active leaf that meets the requirements in 4.13.5 and 4.13.6. SECTION 4.13.5 - CLEAR WIDTH A. Doorways shall provide a clear opening of 32" minimum, with the door open 90'. 1. Clear opening shall be measured between the face of the door and opposite stop. 2. Openings more than 24" in depth shall provide a clear opening of 36" minimum. Exception: Doors not requiring full user e assa g e, such as shallow closets, shall have a clear opening of 20 minimum. SECTION 4.13.6 - MANEUVERING CLEARANCES AT DOORS Provide level (1:50 max. slope) and clear maueuvering area at doors as follows: A. Front approach pull side - 60" min. width & 18" min. beside strike edge Front approach push side - 48" min width & 0" beside strike edge (12" © strike if door has both a closer and a latch) B. Hinge side approach pull side - 60" min. width; 36" min. beside strike edge or - 54" min. width; 42" min. beside strike edge Hinge side approach push side - 42" min. width & 18" min. bside hinge edge (48 "min. width if door has both a closer and a latch) C. Latch side approach pull side - 48" min. width and 24" min. beside strike edge (54 "min. width if door has a closer) Latch side approach push side - 42" min. width and 24" min. beside strike edge (48 "min. width if door has a closer) SECTION 4.13.8 -- THRESHOLDS AT DOORWAYS A. Maximum threshold height: 1/2" (3/4" at exterior sliding doors). Raised thresholds and floor level changes shall be beveled with a slope no greater than 1:2. SECTION 4.13.9 - DOOR HARDWARE A. Handles, pulls, latches, locks, and other operating devices shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. 1. Lever- operated mechanisms, push -type mechanisms, and U- shaped handles are acceptable designs. 2. When sliding doors are fully open, operating hardware shall be exposed and usable from both sides. 3. Hardware required for accessibel door passage shall be mounted no higher than 48" above finished floor. SECTION 4.13.10 - DOOR CLOSERS A. If a door has a closer, then the sweep period of the closer shall be adjusted so that from an open position of 70', the door will take at least 3 seconds to move to a point 3" from the latch, measured to the leading edge of the door. SECTION 4.13.11 - DOOR OPENING FORCE A. The maximum force for pushing or pulling open a door shall be as follows: 1. Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. 2. Other doors a. Exterior hinged doors: no requirement. b. Interior hinged doors: 5.0 lbf. c. Sliding or folding doors: 5.0 lbf. These forces do not apply to the force required to retract latch bolts or disengage othe devices that may hold the door in a closed 4.16 WATER CLOSETS SECTION 4.16.2 - CLEAR FLOOR SPACE A. Clear floor space for water closets not in stalls shall be provided as follows: Front approach - 48" min. wide x 66" min. long Side approach - 56" min. to front of toilet x 48" min. wide Both approach - 60" min. wide x 56" min. long (Reference Detail 4.16) B. No doorswings are allowed in clear floor area. 59" Min. L 2° HOLD CO Detail 4.16 SECTION 4.16.3 - HEIGHT (REFERENCE DETAIL 4.16.2) A. The height to the top of the toilet seat shall be 17" - 19" above floor. 1. Seats shall not be sprung to return to a lifted position. SECTIONS 4.16.4, 4.26 - GRAB BARS (REFERENCE DETAILS 4.16.1, 4.16.2 & 4.16.3 RE A. For water closets not located in toilet stalls, the following grab bars shall be provided, 33" -- 36" above the finish floor: 1. Side wall: 42" long minimum, hold 12" min. from back wall. 2. Back wall: 36" long minimum, 12" minimum each side of water closet centerline. Refer to 4.26 Grab Bars for size and structural elements. SECTIONS 4.16.5, 4.27.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.16.3) A. Controls shall be 44" maximum above the finish floor. 1. Lever controls or flush valves shall be mounted on the wide side of toilet areas. 2. Controls shall be hand operated or automatic. 3. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 4. The force required to activate controls shall be no greater th i 5lbf. SECTION 4.16.6 - DISPENSERS (REFERENCE DETAIL 4.16.2) A. Toilet paper dispensers shall be installed on the side wall, a minimum 19" above the floor, and a maximum 36" from the rear wall, 1. Dispensers that control delivery or do not permit continuous paper flow shall not be used. 42" MIN 0 36" Detail 4.16.2 12" Hold Co r7 NI r7 6 MAX 36" MIN. Detail 4.16.3 CO .1 M Locate flush controls on wide aide 4.17 TOILET STALL S SECTION 4.22.4 - WHERE APPLICABLE A. If toilet stalls are provided in a toilet room or bathroom, then at least one shall be a "standard" accessible toilet stall (for wheelchair users) complying with this section. (REFERENCE DETAIL 4.17.1) B. If 6 or more toilet stalls are provided in a toilet room or bathroom in addition to the 'standard' accessible stall required; an additional 'alternate A' accessible stall 36" wide (for ambulatory persons with disabilities) complying with this section shall be provided. (REFERENCE DETAIL 4.17.2) C. Alterations /Existing Conditions: In alteration work. where provision of a 'standard' accessible stall is technically infeasible, or where plumbing code requirements prevent combining existing stalls to provide space, either 'alternate' stall (A or B) complying with this section may be provided in lieu of the standard stall. SECTION 4.17.3 - SIZE AND ARRANGEMENT (REFERENCE DETAIL 4.17) A. Toilet stalls may be arranged to provide either a left or a right handed approach. ,.Accessible toilet stalls shall have the following dimensions: 1. 'Standard' Accessible Stall 60" minimum width. 59" minimum depth, with floor mounted water closet 56" minimum depth, with wall mounted water closet Door, outward swinging (if door swings into stall, depth shall be increased by 36 ". Stall doors must have 18" on pull strike jamb. 2. 'Alternate A' Accessible Stall 36" width - hold this dim. 69" minimum depth, with floor mounted water closet 66" minimum depth with wall mounted water closet Door outward swinging. 3. 'Alternate B' Accessible Stall 48" minimum width. 54" minimum depth. Door : outward swinging. 56 "min. w/ wall mtd. 59" min .w /floor mtd. p 32" min. door 8" Min 6" Max. 2" HOLD De ail 4.17.1 SECTION 4.17.4 - TOE CLEARANCES A. In 'Standard' accessible stalls, the front partition and at least one side partition shall provide a toe clearance of at least 9" above the floor. B. If the depth of the stall is greater than 60 ", the toe clearance is not required. SECTION 4.17.5 - DOORS A. Toilet stall doors, including hardware, shall comply with 4.13 DOORS B. If toilet stall approach is from the latch side of the stall door, clearance between the door side of the stall and any obstruction shall be 42" minimum. ( This is an exception from typical door maneuvering clearances) SECTION 4.17.6 - GRAB BARS (REFERENCE DETAILS 4.16.2, 4.16.3, 4.17.1 & 4.17.2) A. Grab Bars shall be mounted 33" - 36" above the floor. Refer to 4.26 Grab Bars for size and structural requirements. 4.18 URINALS SECTION 4.18.2 - HEIGHT (REFERENCE DETAIL 12.3.1) A. Urinals shall be stall -type or wallhung with a tapered, elongated rim at 17" maximum above the finished floor. The rim shall extend a minimum of 14" from the wall. SECTION 4.18.3 - CLEAR FLOOR SPACE (REFERENCE DETAIL 4.18.1) A. A clear floor space 30" wide by 48" deep minimum shall be provided in front of urinal to allow forward approach. 1. This space shall adjoin or overlap an accessible route. 2. Urinal shield that do not extend beyond the front edge of the urinal rim may be provided with 29" clearence between them. 3. Urinals installed in alcoves deeper than 24" require a maneuvering area of at least 36" minimum wide, centered on fixture. SECTION 4.18.4 - FLUSH CONTROLS (REFERENCE DETAIL 4.18.2) A. Controls shall be 44" maximum above the finished floor. 1. Controls shall be hand operated or automatic. 2. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. 3. The force required to activate controls shall be no greater than 5 Ifb. 1 . 48" MIN. u N7 N7 r 1 1 L Detail 4.181 Detail 4.18.2 Detail 4.18.1 4.19 LAVATORIES & MIRRORS FLOOR MOUNT SECTION 4.19.2 - HEIGHT & CLEARANCES (REFERENCE DETAIL 4.19.1 & 4.19.2) A. Lavatories shall be mounted with the rim or counter surface no higher than 34" above the finished floor. 1. Lavatories shall extend 17" minimum from the wall. 2. Clearance of 29" minimum shall be provided from the finished floor to bottom of apron. 3. Knee clearance of 27" minimum shall extend 8" minimum under the edge of the lavatory. 4. Toe clearance of 9" minimum shall be provided for the full depth of the lavatory. re III 0 E c 66 "min. w/ wall mtd. 69" min. w floor mtd. 42" MIN. 2" HOLD Detail 4.17.2 0 r clear I I floor I space L 19° 48° Min. Detail 4.19.1 Detail 4.19.2 17" Min 0 Co NI SECTION 4.19.4 - EXPOSED PIPES AND SURFACES A. Hot water and drain pipes under lavatories shall be insulated or otherwise configured to protect against contact. B. There shall be no sharp or abrasive surfaces under lavatories. SECTIONS 4.19.5, 4.27.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lbf. C. Lever - operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self - closing valves are used the faucet shall remain open for at least ` 10 seconds. SECTION 4.19.6 - MIRRORS (REFERENCE DETAIL 4.19.1) A. Mirrors shall be mounted with the bottom edge of the reflecting surface 40" maximum above the finished floor. B. The top edge of the reflecting surface must be at least 74" AFF. 4.22 TOILET ROOMS SECTIONS 4.22.2 - DOORS A. All doors to accessible toilet rooms shall comply with 4.13. Doors shall not swing into clear floor space required for any fixture. Clear floor turning space may overlap door swings. SECTIONS 4.22.3 - CLEAR FLOOR SPACE A. The accessible fixtures and controls required in 4.22.4, 4.22.5, 4.22.6 4.22.7 shall be on an accessible route. An unobstructed turning space complying with 4.2.3 shall be provided within an accessible toilet room. The clear floor space at fixtures and controls, the accessible route, and the turning space may overlap, however; the only turning space provided shall not be located within a stall. SECTIONS 4.22.4 - WATER CLOSETS A. If toilet stalls are provided, then at least one shall be a standard toilet stall complying with 4.17; where 6 or more stalls are providet in addition to the s all complying with 4.17.3 at least one stall 36 wide with an outward swinging, self-closing door and parallel grab bars shall be provided. Water closets in such stalls shall comply with 4.16. SECTIONS 4.22.5 - URINALS A. If urinals are provided, then at least one shall comply with 4.18. SECTIONS 4.22.6 - LAVATORIES AND MIRRORS A. If lavatories and mirrors are provided, then at least one of each shall comply with 4.19. Accessible lavatories and mirrors shall not be located within toilet stalls unless other accessible lavatories and mirrors are provided in the toilet room. SECTIONS 4.22.7 - CONTROLS AND DISPENSERS A. If controls, dispencers, receptacles, or other equipment are provided, then at least one of each shall be on an accessible route and shall comply with 4.27 - (Controls & Operating Mechanisms). 4.24 - SINKS SECTION 4.24.2 - HEIGHT A. Sinks shall be mounted with the rim or counter surface no higher than 34" above the finished floor. SECTIONS 4.24.3 - KNEE CLEARANCE A. Knee clearance of 27" high minimum, 30" wide minimum, and 19" deep minimum shall be provided underneath sinks. SECTION 4.24.4 - DEPTH A. Each sink shall be a maximum of 6 -1/2" deep. SECTION 4.24.6 - EXPOSED PIPES AND SURFACES A. Hot water and drain pipes under sinks shall be insulated or otherwise configured to protext against contact. B. There shall be no sharp or abrasive surfaces under sinks. SECTION 4.24.7, 4.27.4 - FAUCETS A. Controls shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. B. The force required to activate controls shall be no greater than 5 lbf. C. Lever - operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. D. If self - closing valves are used the faucet shall remain open for at least 10 seconds. 4.25 - STORAGE SECTION 4.25.1 - DEPTH (REFERENCE DETAIL 4.25.1) A. Storage areas may be 36" in depth or less. If more than 36" in depth then area must allow 60" diameter of clear floor space for turning. SECTION 4.25.2 - CLEAR FLOOR SPACE: (REFERENCE DETAIL 4.25.2) SECTION 4.25.3 - HEIGHT (REFERENCE DETAIL 14.3 AND 4.25.3 & 4.25.4) A. Where a forward reach is required, accessible storage spaces shall be 48" maximum and 15 minimum above the floor. If the forward reach is over an obstruction (with knee space equal to or greater than reach distance) 20 " -25" deep, the maximum height shall be 44 "; if the obstruction is less than 20 ", maximum height shall be 48 ". B. Where a side reach is provided, accessible storage spaces shall be 54" maximum and 9" minimum above the floor. Maximum height shall be 46" for side reach over an obstruction 34" maximum high and 24" mm Clothes maxiu rods deep. or shelves shall be a maximum 54" above floor where a side reach is required. D. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10" (as at closets with inaccessible doors) the following criteria shall be met 1. Shelves: Reach: 21" maximum; height: 48" maximum, 9" minimum. 2. Clothes rods: reach 21" maximum; height 48" maximum. SECTIONS 4.25.4, 4.27.4 - HARDWARE A. Hardware for accessible storage facilities shall be operable with one hand and shall not require tight grasping, pinching, or tisting of the wrist. B. The force required to activate the hardware shall be no greater than 5 lbf C. CO ANY AMOUNT Detail 4.25.1 SECTION 4.28.2 - AUDIBLE ALARMS SECTION 4.28.3 - VISUAL ALARMS Al B. Sound levels for alarm signals shall not exceed 120 dba. > 60 Detail 4.25.2 Detail 4.25.3 Detail 4.25.4 4.26 - GRAB BARS SECTION 4.26.2 - SIZE AND SPACING A. Diameter or width of gripping surface shall be 1 -1/4" to 1 -1/2 ", or the shape shall provide an equivalent gripping surface. 1. The space between grab bars and adjacent walls shall be 1 -1/2" SECTION 4.26.3 - STRUCTURAL STRENGTH A. Grab bars and mounting devices shall meet the following requirements: 1. Bending stress induced by maximum bending moment from application of 250 lbf shall be less than allowable stress for material used. 2. Shear stress induced by application of 250 lbf shall be less than allowable shear stress for material used. If connection between grab bar and mounting bracket is considered to be fully restrained, then direct and torsional shear stresses shall be totaled for the combined shear stress, which shall not exceed the allowable shear stress. 3. Shear force induced in a fastener or mounting' device from application of 250 lbf shall be less than allowable lateral load of either the fastener or mounting device or the supporting structure, whichever is the smaller allowable load. 4. Tensile force induced in a fastener by a direct tension force of 250 lbf plus the maximum moment from the application of 250 lbf shall be less than the allowable withdrawal load between the fastener and the supporting structure. 5. Grab bars shall not rotate within their fittings. SECTION 4.26.4 - ELIMINATING HAZARDS A. Grab bars and adjacent wall surfaces shall be free of sharp or abrasive surfaces. B. Edges shall have a radius of 1/8" minimum. 4.27 - CONTROLS AND OPERATING MECHANISMS SECTION 4.27.3 - HEIGHT (REFERENCE DETAIL 4.30.3) A. Front approach - 48" max. to 15" min. Controls located in an alcove >24" deep must have 36" clear floor width. B. Side approach - 54" max. to 9" min., except per below. C. Electrical & communication system recepticals shall be mounted no less than 15" above the floor. 4.28 - ALARMS SECTION 4.28.1 - GENERAL A. When required, visual alarms shall be provided in each of the following areas, as a minimum: restrooms and any other general usage areas (e.g., meeting rooms), hallways, lobbies, and any other area for common use. A. If provided, audible alarms shall produce a sound that exceeds the prevailing equivalent sound level in the room or space by at least 15 dba or exceeds any maximum sound level with a duration of 60 seconds by 5 dba, whichever is louder. A. Visual alarm signal appliances shall be integrated into the building or facility alarm system. If single station audible alarms are provided then single station visual alarm signals shall be provided. Visual Alarm appliances shall have the following features: 1. The lamp shall be a xenon strobe type or equilavent. 2. The color shall be clear or nominal white (i.e. unfiltered or clear filtered white light). 3. The maximum pulse duration shall be two- tenths of one second with a maximum duty cycle of 40 %. (The pulse duration is defined as the time interval between initial and final points of 10% of max signal) 4. The intensity shall be a minimum of 75 candela. 5. The flash rate shall be a minimum of 1 Hz and a maximum of 3 Hz 6. The appliance shall be placed 80" above the highest floor level within the space or 6" below the ceiling, whichever is lower. 7. In general, no place in any room or space shall be more than 50' from the signal (measured in a horizontal plane). a. in large rooms and spaces exceeding 100' across, without obstructions 6' above the finished floor, such as auditoriums, devices may be place around the perimeter, spaced a maximum 100' apart, in lieu of suspending appliances from the ceiling. 8. No place in common corridors or hallways shall be more than 50' from the signal. 4.30 - SIGNAGE SECTIONS 4.1.2(7), 4.1.3(16)(a) - WHERE APPUCABLE A. Signs which designate permament rooms and spaces shall comply with the requirements listed below for. 1. Raised and Braille Characters, and Pictograms 2. Finish and Contrast Exception: Employee name signs are not required to comply. SECTIONS 4.1.2(7), 4.1.3(16)(b) - WHERE APPLICABLE A. Signs which provide direction to, or information about, functional spaces of the building shall comply with the requirements listed below for. 1. Character Proportion 2. Character Height 3. Finish and Contrast Exception: Building directories, menus, and all other signs which are temporary are not required to comply. SECTION 4.1.2(7) - WHERE APPLICABLE ( REFERANCE DETAIL 4.30.1) A. Element and spaces of accessible facilities which shall be identified by the International Symbol of Accessibility are: 1. Parking spaces designated as reserved for persons with disabilities. 2. Accessible passenger loading zones. 3. Accessible entrances when not all are accessible (inaccessible entrances shall have directional signage to indicate route to nearest accessible entrance). 4. Accessible toilet and bathing facilities when not all are accessible. SECTION 4.30.2 - CHARACTER PROPORTION (REFERENCE DETAIL 4.30.2) A. Letters and numbers on signs shall have a width -to- height ratio between 3:5 and 1:1, and a stroke - width-to- height ratio between 1:5 and 1:10. SECTION 4.30.3 - OVERHEAD SIGNS A. Characters and numbers on overhead signs shall be sized according to the viewing distance from which they are to be read. 1. For signs higher than 80" above the finished floor, character size shall be 3 minimum. 2. The minimum height is measured using an upper case X. 3. Lower case letters are permitted. SECTION 4.30.4 - RAISED AND BRAILLE CHARCTERS AND PICTOGRAMS A. Letter and numerals shall be raised 1/32 ", upper case, sans serif and shall be accompanied by grade 2 Braille. 1. Raised character height: 5/8" minimum, 2" high maximum 2. Pictograms shall be accompanied by the equivalent verbal description placed directly below the pictogram. 3. The border dimension of the pictogram shall be 6" minimum SECTION 4.30.5 - FINISH AND CONTRAST A. The character and background of the signs shall be eggshell, matte, or other non -glare finish. Charcters and symbols shall contrast with their bachground (either light characters on a dark background or dark characters on a light background). SECiiON 4.30.6 - MOUNTING LOCATION AND HEIGHT (REFERENCE DETAIL 4.30.3) A. Where permanent identification is provided for rooms and spaces, signs shall be installed on the wall adjacent to the latch side of the door. B. Where there is no wall space to the latch side of the door, including at double -leaf doors, signs shall be placed on the nearest adjacent wall. C. Mounting height shall be 60" above the finished floor to the centerline of the sign. D. Mounting location for such signage shall be so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. International Symbol of Accessibilty Detail 4.30.1 Light switch Thermostats, Etc. w r o E \ 4.32 -- SEATING AND TABLES Letter & numbers on signs shall have a width to height ratio of between 3:5 & 1:1 and a stroke - width to height ratio between 1:5 & 1:10. Letters and numbers shall be raised 1/32 ", upper case, sans serif or simple serif type and shall be accompanied with grade 2 Braille, rasied characters shall be at least 5/8" high, but no higher than 2 ". ii Detail 4.30.2 8" MAX IJ V E\ Convenience Outlets Detail 4.30.3 Data, Tel., Etc. SECTION 4.32.2e - SEAl1NG A ff seating spaces for people in wheelchairs are provided at fixed tables or counters, clear floor space of 30" x 48" shall be provided. Floor space shall not overlap required knee space by more than 19 SECTION 4.32.3 - KNEE SPACE B. If seating for people in wheelchairs is provided at fixed tables or counters, knee space at least 27" high, 30" wide and 19" deep shall be provided. SECTION 4.32,4 -- HEIGHT OF TABLES OR COUNTER C. The tops of accessible tables and counters shall be 28" minimum, and 34" maximum, above the finished floor. REVIEWED FOR CODE COMPLIANCE APPS 1 2 Oty Of liAvola BUILDING DM • _ION PICTOGRAM AND BORDER TO BE WHITE COLOR ON A BLUE BACKGROUND SIGN TO BE MADE FROM 1/4" THICK MATERIAL NOTE MOUNT SIGN 0 ACCESSIBLE ENTRANCE ON STRIKE SIDE OF THE DOOR 60' TO THE CENTERLINE OF THE SIGN FROM ADJACENT FINISH FLOOR. WHEN THERE IS NO WALL SPACE ON THE LATCH SIDE OF THE DOOR, PLACE THE SIGN ON THE NEAREST ADJACENT WALL, CLEAR OF ANY DOOR SWINGS. NOTE REFER TO 9/A1.6 FOR SPECIAL DIMENSION CONDITIONS FOR DISPENSER LOCATION AND GRAB BARS. NOTE: REFERENCE NUMBERS AND DETAILS APPLY TO "CODE OF FEDERAL REGULATIONS", ADA STANDARDS FOR ACCESSIBLE DESIGN, DEPARTMENT OF JUSTICE. CarterBurgess CARTER & BURGESS. INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 - 4925 4934 CO M 0 co co LU 0 E co 0) `g LU 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE CIB JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: ,4\CIT'.' BUILD CMNTS 2/22/08 SHEET CONTENTS: ADA GUIDELINES SHEET NUMBER: REGISTER A' CH . EC WI LE HI ': TO 03.11.2008 REC771VED MAR 17 2008 PERMIT CENTER A0.1 11/30/07 01 /25/08 03/11/08 r. a www..w.w. se.0 .aa RESPONSIBILITIES RESPONSIBILITIES COLOR: FURNISHED INSTALLED SUBMITTAL FURNISHED INSTALLED SUBMITTAL WORK SCOPE ITEM CONTRACTOR OWNER CONTRACTORI OWNER WHITE WORK SCOPE ITEM CONTRACTOR OWNER CONTRACTOR OWNER DIVISION 1- GENERAL DEVELOPMENTS ACCENT WALLS INS RUSTED / CUSTOM PATINA. SAMPLE SUBMITTAL REQUIRED FOR APPROVAL SL -1 DIVISION 12— FURNISHINGS HARDWOOD PAINT / STAIN CHAIR RAILS, BASE OAK WD 1 BUILDING RISK INSURANCES X WALL CAPS, BEAD BOARD VENEER, TRIM X ALDER BOOTHS AND BENCHES X X BUILDING REVIEW FEE X OPTION TO REPLACE WC -1 X 1 "x10" WMTH 1/4" CHAMFERED EDGE TOP AND BOTTOM. TOP FINISH AT 44 "A.F.F. TABLES (TOPS & BASES) X X UTILITY CONNECTION FEES X X CHAIRS & STOOLS X X WATER/SEWAGE TAP FEES X X HIGH CHAIRS X X SURVEY X X PATIO FURNITURE & UMBRELLA X X TEMP. FACILITIES & CONTROLS X X OFFICE CHAIRS X X TESTING, ADJUSTING & GRADING OF SYSTEMS X X X OFFICE FILE CABINET X X PROGRESS & FINAL CLEANING X X DIVISION 13— SPECIAL CONSTRUCTION DIVISION 2— SITE WORK SIGNAGE INTERIOR X X 1 DEMOLITION SIGNAGE EXTERIOR Y X X SOIL TREATMENT X X DIVISION 14— CONVEYING EQUIPMENT PAVING— FLATWORK X X X FENCING X X X DIVISION 15— MECHANICAL DIVISION 3- CONCRETE SUBCONTRACTOR PERMITS & FEES X X CAST IN PLACE CONCRETE X X X SUBCONTRACTOR INSPECTION FEES X X STAMPED CONCRETE X X X FIRE SPRINKLER SYSTEM X X X CONCRETE UNIT MASONRY KITCHEN HOODS X X A \ CAST STONE— SYNTHETIC X X X EXHAUST FANS & CURBS X X THIN SET BRICK TILE MAKE UP AIR FANS & CURBS X X X STONE VENEER X X X MAKE UP & EXHAUST DUCT WORK X X DIVISION 5- METALS DUCTWORK FIREWRAP X X X STRUCTURAL ELEMENTS X X X HVAC PACKAGE UNITS & CURBS X X X METAL FABRICATIONS X X X AIR DISTRIBUTION DUCTWORK X X X DIVISION 6— WOOD & PLASTICS TEST & BALANCE X X CARPENTRY X X REFRIGERATION FOR ICE (MACHINE & WALK —INS) A\ GLU —LAM'S PLUMBING SYSTEM & FIXTURES X X X TRUSSES & JOIST WATER HEATERS X X X FINISH CARPENTRY X X WATER SOFTENERS X X MILLWORK SHOWN ON MILLWORK DRAWINGS X X WATER FILTERS X X BAR DIE WALL X X ANSUL SYSTEM WITH PULL BOXES X X FIBERGLASS RISING PANELS X X AIR CURTAIN X X DIVISION 7— THERMAL & MOISTURE PROTECTION QUICK DISCONNECTS & RESTRAINING DEVICES X X BUILDING INSULATION X X GAS EQUIPMENT REGULATORS X X EIFS X X X GRILLES RETURN & DIFFUSERS X X X BUILT UP ROOFING X X X GREASE INTERCEPTOR X X X METAL ROOFING X X X GAS SERVICE & METER X X LEADER/LEADS & DOWNSPOUTS X X X WATER SERVICE & METER X X ROOF X X X SANITARY SEWER SYSTEM X X SEALANTS & CAULKING X X LANDSCAPE IRRIGATION X X X DIVISION 8- DOORS & WINDOWS DIVISION 16— ELECTRICAL STEEL DOORS & FRAMES X X X PRIMARY TRANSFORMER X X WOOD DOORS X X X SECONDARY TRANSFORMER X X ACCESS PANELS X X INTEGRATED ELECTRICAL PANEL X X X SECTIONAL O.H. DOORS X X X ELECTRICAL SERVICE & METER X X ALUMINUM ENTRANCE & S.F. X X X DIMMER PANEL X X X REVOLVING DOOR X x LIGHT FIXTURES X X X FINISH HARDWARE X X X LAMPS X X X GLASS & GLAZING X X EMERGENCY & EXIT LIGHTS X X X /i ` RIBBED GLASS X X HOOD INTERCONNECTS & FAN (STARTER MOTORS) X X STUCCO HVAC CONTROL WIRING X X DIVISION 9- FINISHES FIRE ALARM PANEL & DEVICES X X X GYPSUM BEADS X X EXTERIOR LIGHTING X X X CERAMIC TILES X X LANDSCAPE LIGHTING X X X MARBLE THRESHOLDS X X SECURITY ALARM X X LAY-IN TILES X X X PHONE SYSTEM CONDUIT X X WOOD FLOORING X X X INTERIOR SLATE X X NOTE #1: UNLESS SPECIFIED HEREIN NOT TO BE PROVIDED, INSTALLED, AND /OR FINISHED BY GC, THE GC OR HIS SUBS ARE TO EPDXY FLOORING X X PROVIDE INSTALL AND FINISH ALL ITEMS IN THE CONSTRUCTION DOCUMENTS AND SPECIFIED IN THE PROJECT MANUAL. PAINTING X X X NOTE #2: WHERE SUBMITTALS ARE NOT REQUIRED, THE EXACT SPEC MUST BE USED. . ACOUSTIC CEILING BOARD X X 1 FABRIC WALL COVERING WALL MURALS X X DIVISION 10— SPECIALTIES STAIR TREAD NOSINGS X X SST COVED BASE (CRR) X X TOILET COMPARTMENTS x x X INTERIOR DOOR SIGNS X X x ALUMINUM LOUVERS X X X FIRE EXTINGUISHERS X X X TOILET ACCESSORIES X X X OFFICE SAFE X X WINDOW TREATMENTS X X DIVISION 11— EQUIPMENT TV'S AND BRACKETS X X A POINT OF SALE: CONDUITS AND PULL STRINGS X X CABLING X X TV'S AND BRACKETS X X SPEAKERS X X CO2 EQUIPMENT X X WALK —IN COOLER X X KITCHEN EQUIPMENT X X BAR EQUIPMENT X X OFFICE EQUIPMENT X X SST WALL PANELING X X SST CORNER GUARDS X X BEER SYSTEM CONDUIT X X SODA SYSTEM CONDUIT X X DISH MACHINE X X CABLE TV (SATELLITE) X X CLEANING CHEMICALS & EQUIPMENT X X FINISHES / MATERIALS KEY: COLOR: APPLICATION: MANUFACTURER / SOURCE DESCRIPTION VINYL DIAMOND PLATE PATTERN PANEL ACCENTS BOOTH BASE, ACCENTS (NOT AS FLOORING) LONSEAL 830 -7111 (310) PHONE: (888) FAX: 566 -7325 LONSEAL LON PLATE PATTERN: COLOR #16 / METALLIC PLATE 2'x2' FC 1 WHITE WALLS MARLITE THICKNESS 3/16" "LINER BOARD" USDA APPROVED (ICBO NO. ER 5489 AND ASTM E -84) FRP -1 STEEL PANEL ACCENT WALLS INS RUSTED / CUSTOM PATINA. SAMPLE SUBMITTAL REQUIRED FOR APPROVAL SL -1 HARDWOOD PAINT / STAIN CHAIR RAILS, BASE OAK WD 1 HARDWOOD PAINT / STAIN WALL CAPS, BEAD BOARD VENEER, TRIM ALDER WD -2 NOT USED WD--3 CHAIR RAIL OPTION TO REPLACE WC -1 1 "x10" WMTH 1/4" CHAMFERED EDGE TOP AND BOTTOM. TOP FINISH AT 44 "A.F.F. WD - 4 FINISH SCHEDULE NOTE: ALL GYPSUM BOARD TO BE SMOOTH FINISH. PAINT / STAINS KEY: PT -1 PT - 2 PT - -3 PT -4 I GRAYS HARBOR PT -5 PT -6 T - 7 AR PT -9 PT -12 PT -15 PT -16 PT -17 PT -21 PT -23 PT -24 ST -1 ST -2 KEY: STN -1 STN -2 STN -3 EP -1 CT -1 CT -2 CT -3 CT -4 CT -5 CT -6 CT -7 WE -1 WF -2 WF-3 SC -1 COLOR: TERRA COTTA EXTERIOR EIFS WALL FINISH TILE HIGHLAND BUFF GRAHAM CRACKER FLAT BLACK REGENCY CREAM rBIAN • BLACK THORN HVAC DUCTS, TIN CROWN CORNICE, WOOD CROWN BLACK FLAT BLACK MALACHITE WHITE MESQUITE WOOD TURKISH COFFEE COPPER METALLIC CHOCOLATE BLACK COLOR: ROSE LIMESTONE AMBER GOLD CHAMPAGNE SWT -1370 BEIGE TILE CREME HELD DECO #CS71 TILE CREME FIELD INDIAN RED #CS51 ED GOLD SIENNA #PVO4 BLACK SLATE "VERSAILLE S771" PATTERN INDIAN SLATE KAHRS "HARD MAPLE RUSTIC" B85AP5OKE120 KAHRS "BRAZILIAN CHERRY" B15J050KE120 KAHRS "BLACK OAK WIRE BRUSH" SEALED CONCRETE APPLICATION: EXTERIOR EIFS CORNICE PRIMARY FIELD COLOR HVAC VENTS ACCENTS VESTIBULE ACCENTS STEEL PRIMER "LOOK" A/V CABINET DOOR FRAME CEILING ACCENT /SELECT B.O.H. / KITCHEN EXTERIOR LIGHT FIXTURES /POSTS RESTROOM WALLS VARIES WOOD VENEERED WALLCAP, TRIM MILLWORK / BAR. CHAIR RAIL WALL CAP TILE / STONE / FLOORING APPLICATION: BASE WATER TABLE KITCHEN / BACK OF HOUSE / BREWERY RESTROOM FLOOR, PRIMARY WALL W/ GROUT RESTROOM /PRIMARY WALL ACCENT BAND W/ GROUT RESTROOM FLOOR, PRIMARY WALL W/ GROUT RESTROOM/ SECONDARY WALL HELD W/ GROUT RESTROOM COVE BASE W/ GROUT ENTRY BAR LOUNGE BAR DINING INTERIOR STAIR RISERS EXTERIOR BAR AREA, DINING ROOM #1, STAIR RISERS, RESTROOM VESTIBULES, ENTRY, EXTERIOR DINING ROOM DINING ROOM DINING ROOM MECH./ ELEC./ CURBS MANUFACTURER / SOURCE FRAZEE PAINT FRAZEE PAINT DUNN EDWARDS SHERWIN WILLIAMS DUNN — EDWARDS DUNN EDWARDS UNN-- DWA S SHERWIN— WILLIAMS DUNN-- EDWARDS DUNN — EDWARDS SHERWIN — WLLIAMS SHERWIN—WILLIAMS SHERWIN — WILLIAMS SHERWIN—WILLIAMS MATTHEWS PAINT BROOKLINE MANUFACTURER / SOURCE AMERICAN SLATE AMERICAN SLATE CULTURED STONE SUNBELT FLOORING INC. 3340 RIVERSIDE DRIVE, SUITE A CHINO, CA. PHONE: (909) 628 -1090 FAX: (909) 928 -1280 MASLAND DAL —TILE CUSTOM BUILDING PRODUCTS (800) 933 — TILE DAL —TILE CUSTOM BUILDING PRODUCTS (800) 933 —TILE DAL —TILE CUSTOM BUILDING PRODUCTS (800) 933 —TILE DAL —TILE CUSTOM BUILDING PRODUCTS (800) 933 —TILE DAL —TILE, INC PHONE (714) 634 -2546 DAL —TILE, INC PHONE: (714) 634 -2546 DAL —TILE, INC PHONE: (714) 634-2546 TRIWEST: BILL GILANE (909) 229 -8352 TRIWEST: BILL GILANE (909) 229 -8352 TRIWEST: BILL GILANE (909) 229 -8352 DESCRIPTION 77650 LRV /36 7763M LRV /57 DE6144 SW6236 DE5325 DE 155 'BLACKTHRON" SW 2737 SEMI —GLOSS (INTERIOR) FINISH WITH DRY BRUSH DUNN — EDWARDS "BLACK" SEMI —GLOSS DUNN — EDWARDS "BLACK" FLAT SW 1182 EGGSHELL ARIA IVORY SW 1109, SEMI —GLOSS SW 2161 SW 2737 6076 24161 TO MATCH BROOKSIDE VENEER BROOKLINE BLACK EBONIZED STAIN WITH (3) COATS SEMI —GLOSS FINISH DESCRIPTION SLATE: 16 "x16" SLATE BASE AND 8 "X16" SLAB EPDXY RESIN FLOORING PEITRE VECCHIE 20 "X20 ", THICKNESS: 3/8" COLOR: GOLDEN SIENNA PVO4 BORDER: CONTINENTAL SLATE, 4"X12" THICKNESS: 5/16" VERTICAL FIELD: TRAVERTINE 18 "X18 ", THICKNESS: 5/16" PIETRE VECCHIE 2 "X2" TUMBLED MOSAIC THICKNESS: 5/16" COVE: CONTINENTAL SLATE #S -36E9T 6 "X13" THICKNESS: 5/16" THICKNESS: 3/8 "X12X12 INSTALL OVER MER —KRETE HYDROGUARD 2000 WATERPROOF MEMBRANE. GROUT: " POLYBLEND" #60 SLATE: MULTICOLOR S771 IN THE VERSAILLES STYLE (8X8, 8X16, 16X16,16X24) THICKNESS: 3/8" INSTALL OVER MER —KRETE HYDROGUARD 2000 WATERPROOF MEMBRANE. GROUT: "POLYBLEND" #60 THICKNESS 3 /8 "x4 "W.x48 "L. TYPICAL PLANKS GLUE DOWN WITH "KAHRS" ADHESIVE. APPLY ADDL. (2) COATS HARTWOOD THRU GRAIN FINISH FOR MAX. DURABILITY. THICKNESS 3 /8 "x4 "W.x48 "L. TYPICAL PLANKS GLUE DOWN WITH "KAHRS" ADHESIVE. APPLY ADDL. (2) COATS HARTWOOD THRU GRAIN FINISH FOR MAX. DURABILITY. THICKNESS 3/8 "x4 "W.x48 "L. TYPICAL PLANKS GLUE DOWN WITH "KAHRS" ADHESIVE. APPLY ADDL. (2) COATS HARTWOOD THRU GRAIN FINISH FOR MAX. DURABILITY. DOUBLE FEMALE END CAP, TYP. 2" DIA. GALVANIZED PIP FOR VERTICAL POST, TYP. ZIP TIES, TYP., VERIFY SPACING WITH BANNER SIZE COORDINATE ZIP TIE LOCATIONS WITH GROMMET LOCATIONS ON BANNER PER THE SIGNAGE VENDOR SINGLE FEMALE END CAP WITH "C" CLAMP BRACKET AROUND VERITCAL POST, TYP. 1" DIA. GALVANIZED PIPE FOR HORIZONTAL SUPPORT POSTS, TYP. GENERAL CONTRACTOR TO POUR TEMPORARY CONCRETE FOOTING FOR BANNER POSTS ti ■A I 11-1 I I -1 11=1 I I -1 11= -- 111 =111 =111 =111 -1 1 I I -111; 111- - III =11 I= (I I 1 I 1=111= 11 I -1 -.I 11=1 11_1 I I- ill -1(I 1;I III- --� I f -i I I =111= 1 1 1 1 1 (I i� III �� IIII =, .4 4. BANNER FRAME DETAIL SCALE: 1 " =1' -0 8' -8" (FOR 8'--O" LONG BANNER) REVIEWED FOR CODE COMPLIANCE APPR MAR ? `• ' MAX SIGN SIZE PER S.F. CODE - 32 n BANNERS: "COMING SOON ":4'- O "x8' -0" NOW HIRING ":4'-- (rx8' -O" "GRAND OPENING ": 4'- 0 "x8' -0" NOW OPEN": 4'-0 n CO I n 1(1 =1 L 11 hI 11 =1 I I II 1E111_111 I 4 I 2t-T (I � I -I 1 1= III = III =1 I IT I I =III =1 I I = I-1 1 y . I � � 1 11= 111 =i 11 =111 =1 ! • 1 �I I= I(I I1(I III -III • _ :1 - i = ' III III= I 1=1 ()--": � I,I I I i tl1 1 I I ll' NOTE: BANNER FRAME IS FOR TEMPORARY USE ONLY. CONSULT BJ'S CONSTRUCTION MANAGER FOR LIMITS OF USE. 1' -0" SQ. Cartermilurgess CARTER 8 BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, BOO DALLAS, TEXAS 75247 -4925 CO CC .1 1 LLI .1 co 0) 0 II 0 mo co 0 co ®0 GO co 9, mg lamisu I- 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INUNE C &B JOB NUMBER: 024203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: REVISION 02 -11 -08 CITY BUILD CMNTS 02 -22 -08 .ISSUED FOR CONST. 03 -11 -08 SHEET CONTENTS: GENERAL NOTES, FINISH SCHEDULE, RESPONSIBILITY RFC7VED MAR 17 20 SHEET NUMBER: PEHrvil I CENTER A0.2 11 /30/07 01 /25/08 03/11 /08 a s e.e.a.....m a raraaraaa a.. ...r.. A. .a .. -- 1 r SITE PLAN SCALE: 1 /8"=1'-0" L = EIDED71111E EllIEIDEEE1111 01'1=1= II/Are/ AII./ Arar AI 10 o rAPPAP4 1 21110211/021/411 1 21WIWAPAPAPAPAPAPArdird FAIPPAFAIrddrAPAPAPAUPPAPAP:4 gell\■ NW/ a AO.3 3 • h 1 L. E F Aia : .e4z; 40 jui r---:4,-. • r lc. „,.. 4 A . ; r > CORRiCTION LTR# CariermBurgess CARTER 8 BURGESS. INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: 9 PLANNING COMMENTS 3 SHEET CONTENTS: SITE PLAN SHEET NUMBER: 11 /30/07 01 /25/08 03/11 /08 rZO COPYRIOHICO2008 by Jacobs Outer Swims, Ino. GENERAL NOTES 1. ALL DIMENSIONS ARE SHOWN TO FACE OF STUD UNLESS NOTED OTHERWISE 2. REFER TO FINISH SCHEDULE AND DETAILS FOR APPLIED FINISHES. 3. WALLS TO STRUCTURAL DECK MUST BE THOROUGHLY SEALED AROUND PENETRATIONS. 4. REFER TO MILLWORK DWG'S FOR LOCATIONS AND DETAILS OF WALLS NOT LOCATED. 5. SCREENED LINES INDICATE CONSTRUCTION PROVIDED, INSTALLED AND FINISHED BY MILLWORK CONTRACTOR (NOT IN ENTRANCE) ONCRETE CURB, REFER TO KITCHEN DRAWINGS 1 STORAG iiiiii iii ;;;■:i -;1:1 iiiii -, IMMEr z Mit1111MIN HEMiterilltE'T_ WigteSPY 2f5FROA ;;;:t5 ISHWASH itoiiiiliiiiiriiiriiii 111111111111111111111 111111111111111111111 111111111111111111111 1111111111111111111E 111111111111111111111 111111111111111111M 11111111111111111111 11111111111111111111 11111111111111111111 11111111111111111111 111111111H111111111 11111111111111111111 111111111111111111111 11111111111111111111 29'-4 1/40 KITCHEN 17 -3 3/8" ONCRETE CURB, REFER TO KITCHEN DRAWINGS A/V ROOM PREP AREA a 4119.76..63, ....................................... .65:4.X.VA1.67.%55, 1:* AIWAVAft11747.72;.1.../ TAKE—OUT 10' 10 7/8" 1.7.7X.r WALK IN COOLER FREEZER 41'-7 3/8" 3 5/ 2'-4 3/:" 3 5/8" WOMEN Wre..4 A I 4111.■ Adak 11'-9 1/2" R.O. 24'-2" 111 Vrt Inez,757 ' 1 STAR OF RADIUS V BAR DINING 2'-2 5/8" . . scoi*, hose.../ 9'-8 3/4 4 3/4" r-5 1/2" DINING SERVICE DINING ONCRETE CURB, REFER TO KITCHEN DRAWINGS DINING VESTIBULE DOOR IN 01 POSITION (11•P.) F PATIO ri/AMPS ..41* • h.... AX-X.5.Y..?......5 A.:4YMa BREWER IIFl • F A I ir././f4,...e/ / //b/ / •••/01 A:MO W$ iI ONCRETE CURB, REFER TO KITCHEN DRAWINGS :45:5.5 • 111 MIMOMBIOHNEHIIRHIMINI1UNifilillOWIMIREMIMIth 1=1■11111■1 • 4751 . . . . . ... . .. .. ... ;;;,.; .... ..... . ... !::;; ... ..... o p t . . ..... . • .................. illilB1WHOW DIMENSIONED FLOOR PLAN SCALE: 3/1 6 '-0" ....... CONCRETE CURB, REFER TO KITCHEN DRAWINGS 1 l'-5' R,O. 1' - ........ , ;;;; : . . . 4. 28'-10" (13 .1) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 5 2908 City Of Tukwlla B :IWIN DIVI IO lingfalEXERIARMIrMiagiEMESISAMONFigt NOTE: ALL WOOD BLOCKING AND WALL BLOCKING NOTED ON ALL THE DRAWINGS SHALL BE ARE—RETARDENT—TREATED WOOD. PER SECTION 603 AND TABLE 601. Cartermilurgess CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 7755 CENTER AVE STE, 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: ,torry BUILD CMNTS CLARIFICATIONS ,LOWN ER CMNTS bkISSUED FOR CON ST. SHEET CONTENTS: DIMENSIONED FLOOR PLAN REC7PIED MAR 1 7 2008 PEAMiT CENTER SHEET NUMBER: A1.0 11 /30/07 01 /25/08 03/11 /08 02 /22 08 02 22 08 02 22 08 03 11 08 ...as Ili affnalia.0.0 LANDLORD SPACE LANDLORD HAS INSTALLED GYPSUM BOARD ON LANDLORD SIDE. THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY_ REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AM) ALLOWABLE OPTIONS GYPSUM BOARD: 5/B` TEAM, 4 FT WIDE. ATTACHED TO STEM STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S SIFT:.L SCREWS SPACED B IN. OC. ALONG EDGES OF BOARD MID 12 IN, CC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. LEASE LINE AS REQUIRED B' CONTINUOUS UNPUNCHED STEEL TRACK FLOCK FINISH CONCRETE 'BAH. SEE SIRUGTURAL DRAWINGS PA{NTADLE FIEESTOP SEALANT (BOTH SIDES) LOCKER AREA 'IIIIIIIIIIIIIIIIIIIII 1 111111111111 1 1111111 1 1111111111 I 1 11111111 11111111111111111111 I 11111111111111111111 111111111111111111111 i 111111111111111111111 111111111111111111111 1'1'IIIIIIIIIIIIIIIII 111111111111111111111 111111111111111111111 111111111111111111111 IIIIIIIIIIIIIIIIIIIII 111111111111111111111 IIIIIIIIIIIIIIIIIIIII DISHWASH go WALK IN COOLER STORAGE PREP AREA KITCHEN CONCRETE CURB, REFER TO KITCHEN DRAWINGS FREEZER RE EXTINGUISHER A ! 6 - .w+_.a�•� /.wua.'+iuvicecurHpHHi y+rs STORAGE WA:NWNH/bY?/ 0 ELECTRI A/V ROOM TAKE OUT RESTROOM VESTIBULE SECURITY DINING SERVICE CCUPANT LOAD SIGN RAISED CONCRETE CURB. REF. KITCHEN DWGS DINING FINISH FLOOR! 28.85'= 100' --0” STAINLESS STEEL HANDRAIL, REFER TO 3/A4.3 ONCRETE CURB, REI-LN TO KITCHEN DRAWINGS STAINLESS STEEL HANDRAIL, REFER TO 3/A4.3 DINING TACTILE SIG "EXIT ROI.ITE" OCCUPAfIT LO SIGN EXISTING STAIR 9 f.Kht2'.WU' .hr.::H /doW n»ims�w.xrH.xnsvau acs 9 faw.isarH.aascaxs7.-:Hiirv< ' S 6 osom c6 lc s A BEER COOLER _ wsv/ hiY•//': HHiN,s vuHUYNl%/Hrxvi////.;s YMlll. WOMEN STAINLESS STEEL HANDRAIL, REFER TO 3/A4.3 NE OF BAR DIE, REFER TO 6/A4.3 BAR DINING x�H i/.axxrez /.uHns:rr, a,ssr RAISED CONCRETE CURB. REF. KITCHEN DWGS .m�.wn/h5z:ccWMWAVAWi ONCRETE CURB, REFER TO KITCHEN DRAWINGS Yd�.'AY/l/H/b n'//.v.SWH%4 BREWERY !hl/bYFT..�:'/ W ./JV/ //nYfdoJ/id/o /H///HH/,0R9A - %///%•mN w4#YNJ. s'is'ilud l/.c»n zccyLe .dfWY%l.O.lINN.P b'/%JhYN4X !'� frie'HHI/iV'/N/ / / %A4/H///HJ %/:%' /.7.W:: � ,/". PATIO 1 106 \ REFER TO 5/A1.6 HOSTESS I it II I y OFFICES fi IIROMMIMMUNIMIIMIRMOKIIMIUMIIMMEAMBIEUNI RAMP DOWN ;.4..E.Ear al • 07.44.444:4 44:4242..4 1 1 .._......, ..,..,. a rt .........::........ .:...�,.....u....__...... —.: NOTED FLOOR PLAN KNOX BOX AT 6' -0" A.F.F. CONCRETE CURB, REFER TO STRUCTURAL DRAWINGS ELECTRICAL PANEL, REFER TO ELECTRICAL DRAWINGS NE OF CANOPY ABOVE ABOVE BELOW 15 A4.0 ...... • .....::1::.,:,::......... .:i COAT CUBBY DECK & C CONCRETE CURB, REFER TO KITCHEN DRAWINGS (NIC) s (24) i F Sla ' WROUGHT IRON RAILING, REFER 14 7/A1.6, TYP. 0: \ F NE OF CANOPY ABOVE t-- NE OF CANOPY ABOVE ENU BOARD \ NE OF CANOPY ABOVE I- w S Cr) NOTE: MATERIALS 7/8" METAL CHANNEL 3 5/8" METAL FRAME 6" METAL FRAME 8" METAL FRAME 5/8" DRYWALL (TYPE X) 5/8" DRYWALL 5/8" PLYWOOD Qc / -2 ki* WALL TYPE SCHEDULE EXISTING 6" METAL STUD (DEMISING) 5/8" DURA —ROCK TO 12" A.F.F. GENERAL NOTES 1. 4. ALL DIMENSIONED ARE SHOWN TO FACE OF STUD UNLESS NOTED OTHERWISE. REFER TO FINISH SCHEDULE AND DETAILS FOR APPLIED FINISHES. WALLS TO STRUCTURAL DECK MUST BE THOROUGHLY SEALED AROUND PENETRATION. REFER DETAIL 4/A4.3 • REFER TO MILLWORK DWGS. FOR LOCATION AND INFO. SCREEN LINES INDICATE MILLWORK /EQUIPMENT NOT IN CONTRACT. REFER TO A0.2 FOR WALL TYPE INFO. REVIEWED FOR CODE COMPLIANCE APPROVED LIAR , 2 E CBt' Of Tub BUILDING DM SIGN • 0 • • • • • 0 1. REFER TO FINISH SCEDULE AND DETAILS FOR APPLIED FINISHES. • 0 0 i • 0 • 10 • • I 2. WALLS TO STRUCTURAL DECK MUST BE THOROUGHLY SEALED AROUND PENETRATIONS. 4. ALL WOOD BLOCKING AND WALL BLOCKING NOTED ON ALL THE DRAWINGS SHALL BE FIRE — RETARDENT— TREATED WOOD. PER SECTION 603 AND TABLE 601. 11 • • 12 • 3. WALL TYPE Q & a ALONE AND SHOWN ON 1/A1.1 ARE DEMISING WALLS, REFER TO 2/A1.1 13 • • 14 Ccirt.rBurgeu CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 --4925 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C8B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -OS FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: 1JEVISION 4 CITY BUILD CMNTS 02 -22 -08 6 CLARIFICATIONS 02 -22 -08 7 OWNER CMNTS 02 -22 -08 8 ISSUED FOR CONST. 03-11-08 SHEET CONTENTS: NOTED FLOOR PLAN MAR 17 2008 6',Edf'd�I (;ENTER SHEET NUMBER: All ..w A aa.o..w.....rbwwnn L.. ➢__M._ 11130/07 01 /25/08 03/11/08 02 -11 -08 STQRAQ • • IIIIIuhIlIuhIIIItII 11111111111111111111 11111111 0 11111111 1111111111111111111111 2.3 I. , 0 , 5 34 . "ZeT.O.Sre.P.V.M"'" - 437:211 . 15W r":"4 Wel • . • • • AREA • • ;.: .?• • • • • • • - , ..-• •••• , • . ..• .. • . • 11111111111 11111111111 1111111111 1111111111 HMI 11111///111 1111.1 1111111111 1/11111111 1111111111 1111111111 1111111111 1111111111 • . • ' : , •• • • • • . 9 Or • ov, E - • II 11 Aft . . • .... . . . . . • ' ; ; . • . . ..0.74: . . ..• t • . . • „ .... • • .• .. . • • , . ,.. t . / 'Y. • ..1 w 53.ak04:02:236:,:45.024.:• .415.030::::&i. .40.4463.0.4 i'Ai•.P.:. Po.*. 4 . , ......... .-....., . . . ,.. .. • -.. . .. . ... • • . . . I c Agtk ; START POINT FOR WOOD FLOORING LAYOUT 4, a 72 131111 reanunninuorg 114111E1.3',OEMPerMIETOMMINTO.Mrs: :Zsi.40:4•Y/".. I g WinifirnigNMORMEM/Mtai 9 All i ■ , watite-i., ■1 -..16-4111.11661. ..........„,,...,,........,....-,...... a . I 44 ...4•,," 'CS'i.L 2 • 11011==1.11.1=1Wiln= ERME..1= j W 1111•••••••• pfutpiAlle. I U I ml • illEMIR immouniFiiii1111111:11 ••••1111•10Igh•••••••••••• 011•MM•••••1111111•••M•••• 101111 Z1110 :-.1., "="''' 4, '- • ,, v. —..— ■...1. 1 I 5 7". 7 "TAV46 01 _PPL.:~11.111.7.7 u.951=.1. •-• . Mkt • • • yxv.,:the,.••••zo:O.44;...mj I . 11111' I 1 . . . • • mom. aiimmm ..111E=111=2====1MaitilEMIIM - _ - ■IIII■•■■• 1111■111•r 1WrilFM - • - • - • • - • 1116.7■1174•11M - • - 1•11111=11111■1■■ aaaitasommmumv*N1.1=MIMMEIE■im IM11■01■MI_________- - - , 1•1■1111IN■IIMIN■ . . ,_______—• _- — SEUTEMI ■••■•■=1 grmiraE=F42MPAIMMSVMEMIV =11■Mpl■IF m.xtataInlailINM illiME=IN= 1■MMIKZESIVII . :1•■••••=.411.1111 ■MIIMEMNIMII -- - • -_ - M■IIMMIE - . -.= • - . , - - _ _ - , - _ , M■IIIIM■MIIM = " ■M11■11.1=E ULUIMERWILlIaREMI likIMINMEMIWINIMIV4KlirinAi ENKEVIRWMMEI .1.1.1MMI ■11111110•MIN -■■ilmo■Emii..masmaluoldeabauximmwmaga I MWMIM■IIMINIMMOuguealiwrime _ . - , . . 136 NINEigar air •eg INIMM=■••11 - -- MI9MIN■1•1■••■ - . mmiimilim ---4 11=.11..11.11. ' ' ' , :■1_■ litIMMISPEISt ,...vrog atmetnimmicrogli■Immom,'•■1 V 411,_ ‘11■%;;---,_=..,, -_, . • - . _ ,cisarmaymimedarim■us _ - ... , ,mase,o2daraximarAcarzza.‘•■imm . _ ,.. ALUMINUM THRESHOLD FLOOR FINISH PLAN SCALE: '-0" 2'-0" x 3'-0" WALK OFF MATT, NO TILE THIS AREA STAMPED CONCRETE - LM. SCOFIELD DARK GREY C-34 WITH ASHLAR SLATE STAMP 1 BORDER (CONC.) NO STAIN 41) STAMPED CONCRETE - LM. SCOFIELD DARK GREY C-34 WITH ASHLAR SLATE STAMP 1}-0 NC NO STAIN 0 " . B ) ORDER ST \S AW . 4**4 *44 ® I) ISINEEDICIE 111911111111111111 511111.11.1241110 • . . • •••• • • • • . " • • • . • . " • • . • • . • • - . . 4 4.4 11•1=111==111 1.11111111 IIMMI111111=1111 VERSAILLES PATTERN (exam, ex16",16"X16", 16*X24") STONE FLOORING IC EPDXY RESINOUS FLOORING- SMOOTH IEP-21 EPDXY RESINOUS FLOORING- ABRASIVE I EP-11 STONE FLOORING [CT-71 Os D4 REVIEWED FOR CODE COMPLIANCE. APPROV Ytta 2cA City Tutoillei: WILDING DNI.51.01\1 FLOOFI FINISH LEGEND SEALED CONCRETE FLOOR A GENERAL NOTES A . • ALL DIMENSIONED ARE SHOWN TO FACE OF STUD UNLESS NOTED OTHERWISE REFER TO FINISH SCHEDULE AND DETAILS FOR APPLIED FINISHES. WALLS TO STRUCTURAL DECK MUST BE THOROUGHLY SEALED AROUND PENETRATIONS. • WOOD FLOORING [WF-2I TILE FLOORING 1 CT-11 WOOD FLOORING I wF-1I IWF 10E -31 Carterrillurgess CARTER & BURGESS NO. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 49 EG . I 1 i ACRORGLI HIHSIITTNEGERCTED ill AV1 F W IN AT 4 VI fr 03.11.2008 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INUNE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: AREVI SI ON CLARIFICATIONS S //OWN ER CM N TS SSU ED FOR CONST. SHEET CONTENTS: FLOOR FINISH PLAN RF:71VED MAR 1 7 2008 PERMIT CENTER SHEET NUMBER: A1.2 11/30/07 01 /25/08 03/11/08 2-11-08 02-22-08 02-22-08 03-11 — 08 ••■ft A AftonAdANIVellaAA.MA I ..... ••••■••••■■ R. Fo. SCALE: 3/16 " =1' -0" EXISTING ELEVATOR r. 1111111ill I I 2 a I IF 1 am, ............. ._. _ .... :,,v,„mq,„):1. PniNAMimwsN't 9 -- U.W.: A' U// d; YN./ aXdT J: XUL( 6i54ddY�WS j'/L'.Y.".'- +6'%/hH�uwaxn� PROVIDE 3 -5/8" METAL FRAMED BULKHEAD WITH 5/8" GYPSUM BOARD AN FRP FROM COLLER TO 6" ABOVE CEILING KITCHEN VESTIBULE BEER COOLER • gs • • •q f • ' ' r •lam i�vm/N.53 ,.easzrerzol. .43,02 , „ _.mss. MECHANICAL WALK IN COOLER PROVIDE 3-5/8” METAL FREEZER FRAMED BULKHEAD WITH 5/8" GYPSUM BOARD AND 1 23 FRP FROM COLLER TO 6" ABOVE CEILING "RESTR SIGNAL RESTROO VESTIBUL "TAKE —OUT" LOGO, SIGNAGE CONTRAC ' -8 3/4" EXHAUST HOOD, (REF. SPEC'S) REFER INST TOR AG 0 13/A4.2 TION OR T. GRID "// 0 " �s Yif'S .',.- .J/. ,ey r/ f+ .:' , 4' / '7 .4 4 ir , . I� I� NI r. Aaggpmt ;..t, , M AMMUMsANW/ .. s r P : N • 1 4 um: xrmmr,.xsa:r ALL EXPOSED STEEL MEMBERS IPT -151 • .�. MEM HVAC REGISTER AT 13' -0" A.F.F., TYPICAL CABLE UGHT BRACING, REFER TO 3/A1.3, TYPICAL DINING OR PROPOS LOW PROFILE LED STRIP LIGHT TO WASH COLUMN DINING COAT CUBBY JJNE._OF CURVED ,�• 9 6' -_ I i : • � ;5 .YN /ubNY/dAxl/de/ ; 91 /�W/ /u�v6xevv.ofYad.:U Gted/ri /r.➢a.W / OPEN r ..,.n.. • *• . — I 1�. r i_ ! L ' o X ...._ I i _�.L• REWER I - /_,9 v ^+ [ ' � TT7 I 3'• r te:' .f •• ti • _ ?'.• • Her ar.r A:17=1imnz v r _w/ /:A' /FN /+,m.•ii,u,s a.azw.• �.ui .W .6%We'M .0"..X'n;! /,.',/ .. nn,io /9xv' .Sd feeMre "h' -y/- 'u ., • ALL EXPOSED METAL DECKING TO RECEIVE 1" RIGID —BOARD INSULATION (BLACK). PAINT FASTENER HEADS BLACK OFFICES STORAGE LOCKER AREA REFLECTED CEILING PLAN CAN I WASH TAKE —OUT CANOPY, BY OWNER ELECTRICAL A/V ROOM MECHANICAL n I120A SCORE JOINT IN EIFS, TYPICAL 7' --11" UNE OF UPPER SOFFIT A- DECORATIVE IRON WALL WASHER AT CORBELS — BRONZE MURAL IN LOWER FINISH !SOFFIT EIFS SOFFIT AT CANOPY BAR DINI NOTE ALL KITCHEN AREA CEILING ELEVATIONS ARE FROM EL 100' --0" EMPLOYEE RESTROOM SUSPENDED WOOD CAP SOFFIT, REFER TO MILLWORK DINING EIFS SOFFIT, WALL WASHER AT MURAL IN LOWER SOFFIT DECORATIVE IRON CORBELS — BRONZE FINISH EIFS SOFFIT AT CANOPY LIGHT FIXTURE AT UPPER SOFFIT — CENTER BETWEEN CORBELS LINE OF UPPER SOFFIT SCORE JOINT IN DES, TYPICAL SCORE JOINT EIFS, TYPICAL EIFS SOFFIT AT CANOPY APT- -241 LINE OF REVOLVING B OOR BELOW SCORE JOINT IN—EIFS;...— TYPICAL REFLECTED CEILING PLAN LEGEND NOTE: ALL LIGHT FIXTURES ARE FURNISHED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. WIEDENBACH —BROWN FURNISHES AND INSTALLS ALL LIGHT BULBS. SEE MECHANICAL, ELECTRICAL, FURNISHINGS, FIXTURES, AND EQUIPMENT DWGS. FOR MANUFACTURERS TYPES AND SIZES. HVAC SUPPLY AIR GRILLE COLOR TO MATCH ADJACENT SURFACE HVAC RETURN AIR GRILLE — COLOR TO MATCH ADJACENT SURFACE HVAC EXHAUST GRILLE COLOR TO MATCH ADJACENT SURFACE HVAC SUPPLY AIR GRILLE 12'-2" ABOVE ENTRY FLOOR (VERIFY) EXPOSED DUCT WORK +13' -0" ABOVE ENTRY FLOOR (VERIFY) 2'X4' SUSPENDED "T" BAR GRID CEILING ASSEMBLY I.C.B.O. #1905 WITH U.S.D.A. APPROVED LAY —IN WASHABLE CEILING PANELS 2'x4' RECESSED FLUORSCENT LIGHT FIXTURE T.V. — MOUNTING HEIGHT +10' -0" A.F.F. TO CENTER CHANDELIER (O.F.C.I.) 36" ABOVE TABLE, UNLESS NOTED OTHERWISE SPEAKER GENERAL NOTES ALL RECESSED FIXTURES TRIMS PAINT TO MATCH ADJACENT CEILING FINISH. 2. ALL SURFACE MOUNTED EMERGENCY FIXTURES PAINT TO MATCH ADJACENT WALL FINISHES. 3. ALL A/C GRILLS, SPEAKERS, ETC. PAINT TO MATCH ADJACENT CEILING FINISHES. RECESSED SPRINKLER HEADS IN DINING AREA TO BE FACTORY PAINTED TO MATCH CEILING COLOR. LIGHT FIXTURES, REFER TO ELECTRICAL. ALL HVAC DUCTWORK, PAINT® AND ALL HVAC VENTS, PAINT® REFLECTED CEILING PLAN LEGEND, REFER TO SHEET A1.3. METAL SND-- J-BOX. REFER TO ELEC1RICAL STARTER 2X4X6 "L MTG. BOARD UNISTRUT PAIN FLAT BLACK CONNECTION CENTER OF CABLE RUN (CABLE LIGHT) SCALE: 3 " =1' -0' 1'x4' SURFACE — MTD. FLUORESCENT LIGHT FIXTURE. FLUORESCENT FIXTURE POCHED INDICATES EMERGENCY BATTERY PACK STONCO ALUM. OR ALL — WEATHER — AMBER SPOT IN COOLER BULLET FLOOD EXTERIOR LIGHT FIXTURE EXIT SIGN POWER FEED CAT.#997 O RECESSED DOWNLIGHT BOARD AL SCONCE CORER ACRYLIC P1.EXI AS ACCENT PIECE LUMETTA PENDANT WITH TRACK ADAPTER (ON LINE VOLTAGE TRACK ONLY) LUMETTA PENDANT WITH JUNCTION BOX 36" ABOVE TABLE CABLE LIGHTING +10' -10" ABOVE O' —O" EMERGENCY LIGHT WITH EXIT SIGN EMERGENCY LIGHT FIXTURE Cartereurgess GARTER & BURGESS. INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 REGISTERED ARCHITECT DAV I SCO WIND STAT OF W' HING a +N 03.11.2008 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: 1 REVISION INLINE 6 CLARIFICATIONS 02 -22 -08 7 OWNER CMNTS 02-22-08 s ISSUED FOR CONST 03-11-08 SHEET CONTENTS: REFLECTED CEILING PLAN E ' !VED MAR 1 1 Zada PERI��i I CENTER SHEET NUMBER: 11 /30/07 01 /25/08 03/11 /08 ..ra APIPAIPIOIN IOIrAO.AAfl -. .__■L■ Awe NEW EXHAUST FAN EXISTING EXPANSION JOINT EXISTING ROOFING 4' -6 1/2" EXISTING MECHANICAL AND OVERFLOW TO REMAIN. Virdi EXISTING ROOFING EXISTING RAILING ROOF MEMBRANE TOP OF PARAPETS, BJ' UP TO WDW/ FACTORY CURB MOUNTED AIR CONDITIONING UNITS ON 14" CURBS, REFER TO MECHANICAL, TYPICAL ROOF MEMBRANE TOP OF PARAPZfS, BJ'S UP TO/kW/MESH TYP. EXISTING METAL STUD SINGLE PLY ROOFING LIGHT FIXTURE IN SOFFIT BELOW, REFE TO 4/A3.1 METAL CAP FLASHIN TYPICAL, REFER TO 1 4/A4.1 N EXISTING EXISTING ROOF DRAIN AND OVERFLOW TO REMAIN. ROOF ACCESS, REFER TO 2/A1.4 REFER TO 10/A4.1 FOR TOILER ROOM VENT PIPE EXISTING ROOF DRAIN AND OVERFLOW TO REMAIN. NG PARKING ETTERS SIGN NUFAC R r ROOF MOUNTED f REFRIGERATION RACK,/ REFER TO 11/A4.1 ,' T.O. PARAPET 126' --8" METAL COPING EXPANSION JOINT COVER, REFER TO A4.1 ROOF DRAIN MTh OVERFLOW, REFER TO 8/A3.1 TYPICAL LETTERS BY SIGN MANUFACTURER METAL CAP FLASHING, TYPICAL NOTE: 1. FACE OF EI.F.S. SHAPE TO MATCH METAL CORNICE PANEL #303, MANUFACTURED BY W.F. NORMAN CORPORATION. i R►OF DRAIN WITH OVERFLOW, REFER TO 8/A3. TYPICAL J f T.O. PARAPET 126' -8" METAL CAP FLASHING, ..... TYPICAL SIGNAGE, BY OWN B.O. C 110' -0" AL CANOPY BELOW SINGLE PLY ROOM SIN PLY ROO G SIM. s SIGNAGE. OWNER B.O. CANOPY 110' -0" METAL CANOPY BELOW GENERAL NOTES 1. 2. ALL "A.F.F." DIMENSIONS AND NOTED HEIGHTS AND TARGETS ARE TAKEN FROM 100' -0" ALL ROOFING WORK TO BE PERFORMED BY LL ROOFING CONTRACTOR. EXISTING GYPSUM BOARD EXISTING METAL STUD NEW METAL HEADER, REFER TO STRUCTURAL WOOD SHIM SEALANT 6'- 8 "x3' -0" — 2 HOUR RATED H.M. DOOR AND FRAME, PREPARE 7'- 0 "x3' -4" OPENING FOR DOOR AND FRAME, PAINTED OPENING TO MATCH ADJACENT ROOF ACCESS -STAIR SCALE: 1 1 /2 " =1' -0" HEAD /JAMB (SIM.) EXISTING EXISTING ROOFING SEALANT METAL FLASHING DRIP CAP DOOR PROVIDE LOOSE 18 GA SHEET IN METAL CLOSURE. SECURE ONE SIDE ONLY PROVIDE LOOSE DIAMOND FACED. 1/4" ALUMINUM PLATExWIDTH OF OPENING. SECURE ONE SIDE ONLY DRIP CAP SEALANT METAL FLASHING EXISTING EXISTING 1 Carterieurgess .w w CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 CO cc CO LLI .1 co LLB LLI F- w � Go 0 Co LL co CD l 1 � T I- 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C &B JOB NUMBER: 024203.014 DATE ISSUED: FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: AREVISION 01 -25 -08 SHEET CONTENTS: ROOF PLAN REC771VED MAR 17 2008 PERNii a" CENTER SHEET NUMBER: A1.4 11 /30/07 01 /25/08 03/11 /08 2 -11 -08 AMINAITIAlalMelaftraf A1.5 SCALE: 3/16 " =1' -0" 3 L ::..::,:::: FFICES ORAGE LOCKE AREA u6 � 1 y . k. E I H.�!!iiY I li 6 E �s : �nri: i r yir,i ra : rr a.. ..V ∎ww •. n rMIII•.rrrrI•1 ELECTRI E , yaY 0:004! A/V ROOM LW 2 0.07 IE ii imiiiu[111111iiii ? — � =1� _ 11111111111i11111111111 ! � = n-. 9 , iiiiiiiiiii I�i....„I �liiE I "; ` ,.�. I ; ; iEi: qty i ' �. IIII11111i IIII!111111 I1II111;111II1111111111 1111111;1111 [liiiiiiii! 111111140.1411!!!!!!! II!!mini�mnnm n.7 w.w,.WinlH /kWZCKa/a, h�l 111!'11!'11 1111111.11 11111111111 WOMEN • = 1 1 11 1111 ... .. --- .::,,,<. .I ii. • 11!! "'.1 i • ir_n���h.r.�lri li lt �� ��■ IIIIII � ����'� ���� ' •IIIIIIIIL� �• I Ilr.i.. lh _{ r RS I :r• !� -1'1 \ pJl 1 IRS 00 0°\-- 1 Nor 1 II • i MV PS W G I L 11 11 ._ r � err III_: � /'jg/./r iii% .. .. gl x LOAD: 30 SEATS: 29 • LOAD: 73 SEATS: 111 sic l•il•11 GLYCOL T- : - i-2. A .. :• T ] 123! 11. I I I I I I II I Nit I I r I COAT CUBBY THESE DOORS TO REMAI UNLOCKED DURING BUSINESS HOURS I A.07 ESri'NIM1141 4 •.0_ 11.. _.. 111. II 1 1 1111111111 \ Ilumum \ I�lI� !11111111111 _ F ]' IIIIIIIIII q I.. i:: E SECURITY ALARM PANEL EGRESS / FURNISHING PLAN THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS ::.1:4;;:((F ( :;, 1111 •,:. ............... . ... �• �;�..;:::. .. .. ,: ,::. 111:1..; . . PARTIAL PLAN VIEW REFICERA1lON RACK ITEM # 1 VERIFY EXACT LOCATION WITH ARCHITECT AND ENGINEER EMPLOYEE RESTROOM TACTILE SIGN "EXIT ROUTE" WOOD ROD 2x4 WOOD BLOCKING BUILDING DATA DINING AREA:: COOLER /FREEZER ENCLOSURES: KITCHEN/ STORAGE AREAS: RESTROOM AREAS: TOTAL LEASED AREA: SEATING COUNT TOPS S . 4 TO Q x ( 2 TOPS (BANQUE.IIt) x 2 TOPS (BOOTHS) x 5 TOPS (BOOTH) x 6 TOPS (BOOTH — R 4 TOPS (BOOTH) x 4 TOPS (HIGH) x CHAIR (BAR) TOTAL H.C. SEATING REQUIRED PATIO SEATING COUNT 4 TOPS x I 12 EGRESS LAYOUT NOTES 1. ( TACTILE EXIT SIGNS SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. WHEN SPECIAL EGRESS — CONTROL DEVICES PER SECTION 1003.1.10 ARE USED, THERE SHALL BE PROVIDED A TACTILE SIGN IN BRAILLE AND RAISED CHARACTERS STATING: "KEEP PUSHING THIS DOOR WILL OPEN IN SECONDS. ALARM WILL SOUND." THE LOCATION OF THE SIGN SHALL BE WITHIN 12" OF THE PANIC BAR OR THERE DOOR LATCHING HARDWARE. EGRESS CALCULATION - RESTAURANT REQUIRED PROVIDED EXITS REQUIRED: EXITS PROVIDED: EGRESS CALCULATION - PATIO REQUIRED PROVIDED CLEAR FLOOR EXIT SPACE EXITS REQUIRED: EXITS PROVIDED: COAT DETAIL SCALE: a ° =f -o° ACCESSIBILITY CLEARANCE 5,213 SQ. FT. 519 SQ. FT. 2,936 SQ. FT. 485.2 SQ. FT. 10,661.76 SQ. FT. 5 1= 113E1I SPACES REQ'D EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD "EXIT" EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE —LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: a. "EXIT STAIR DOWN" b. "EXIT RAMP DOWN" EACH EXIT, EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE" EXIT PATH 150 IN. 2 SQ. FT. ca ; 013urgess CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 CO L1J .1 co 1� < 11.1 1 0 Ili CO 0 c o CI CO CO k LO 1 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: REVISION SHEET CONTENTS: EGRESS/ FURNISHING PLAN REC71VED MAR 17 2008 PERiviii CENTER SHEET NUMBER: A1.5 11 /39107 01 /25/08 03/11/08 2-11-08 CLARIFICATIONS 02 -22 -08 ISSUED FOR CONST. 03 -11 -08 ..CG a ww.evwtwa avekaiM., ENLARGED RAILING DETAIL SCALE: 1 =1 -0 ENLARGED PLAN AT ENTRY CANOPY a SCALE: ,/z"=,. -o GENERAL NOTES 1. ALL DIMENSIONED ARE SHOWN TO FACE OF STUD UNLESS NOTED OTHERWISE. REFER TO FINISH SCHEDULE AND DETAILS FOR APPLIED FINISHES. WALLS TO STRUCTURAL DECK MUST BE THOROUGHLY SEALED AROUND PENETRATIONS. ALL MILLWORK INFORMATION SHOWN SCREENER, REFER TO MILLWORK DRAWINGS FOR INFORMATION. REFER TO A0.2 FOR FINISH SCHEDULE. ACCESSORIES SCHEDULE: NOTE: NOTE: ALL ACCESSORIES LISTED BELOW ARE BOBRICK TYPE 304, 18 -8, STAINLESS STEEL, SATIN FINISH, (UNLESS NOTED OTHERWISE). MODEL B -3479 B -3944 8 -3571 8 -5806 REFER TO PLUMBING SCHEDULE SURFACE MOUNTED HORIZ. DIAPER CHANGING STATION B -3474 B --3574 DESCRIPTION MIRROR AND FRAME FURNISHED BY OWNER AND INSTALLED BY GEN. CONTR. RECESSED PAPER TOWEL DISPENSER SURFACE - MOUNTED, TOILET - SEAT -- COVER AND TOILET TISSUE DISPENSER ACCURATE PARTITIONS, CORP. STAINLESS STEEL, FLOOR - MOUNTED URINAL SCREEN TO MATCH TOILET PARTITIONS RECESSED COMBINATION PAPER TOWEL DISPENSER AND WASTE RECEPTACLE TWO COMPARTMENT PARTITION MOUNTED, COMBINATION TOILET TISSUE, SEAT COVER DISP. & SAN. NAP. DISPOSAL 1 1/4" DIAMETER MOUNTED STAINLESS STEEL GRAB BAR 42 ", 36 ", GAD 18" IN LENGTH FAUCET ACCURATE PARTITIONS, CORP. STAINLESS STEEL OVERHEAD BRACED TOILET PARTITIONS UNDERCOUNTER SINK. LAVATORY - MOUNTED SOAP DISPENSER KOALA BEAR KARE BABY CHANGING STATION KOALA CORP. 11600 E. 53RD AVENUE, UNIT D DENVER, CO 80239 PHONE: (800) 985 -6252 FURNISHED AND INSTALLED BY GEN. CONTR. MOP RACK WITH SHELF (LOCATED AT CAN WASH) 34" CLEAR OPENING WITH SELF - CLOSING DOOR WITH SLIDING LATCH AT +44" ABOVE FINISH FLOOR, A 'U' SHAPED CLOSING HANDLE MOUNTED DIRECTLY BELOW LATCH AND COAT HOOK. MIRROR AND FRAME BY OWNER AND INSTALLED BY G.C. REFER TO ELEVATION FOR MTG. HEIGHT + 60" T.O. UNIT CONT. WALL BRACKET FULL HT. 1/8 " -1/4" MAX. GAP @ WALL + 33" TO CENTERLINE OF BAR CONT. WALL BRACKET FULL HT. 1/8 " -1/4" MAX. GAP @ WALL +34" MAX. COUNTER HEIGHT; 27" MIN. RECESSED COMBINATION TOILET TISSUE, SEAT COVER DISPENSER RECESSED, TOILET - SEAT - COVER DISPENSER, SANITARY NAPKIN DISPOSAL, AND TOILET TISSUE DISPENSER REFER TO 9/A1.6 REFER TO 9/A1.6 GRAB BAR FINISH FACE OF WALL GRAB BAR TOILET- SEAT -COVER DISPENSER- A1.6 SCALE: 3/4 "= 1'--0" 2' -6 1/4" 1' -5 3/16" LENGTH OF TOILET TOILET PAPER DISPENSER 9 TOILET DISPENSER BOBRICK B -3474 AND B --3574 REF. TO MILLWORK ENLARGED PLAN AT RESTROOMS SCALE: 3/8 " =1' -0" o a tea .:.. ' 'eW OP I , ov, fain :0 0 • • TOP COUNTER, REFER TO MILLWORK TOP COUNTER, REFER TO MLLWORK 4 -11" L CL 5-0" CL FIN. CL CL CL C 2' -10" J.n ` �q d' - .f�?' ✓'/dam '/' '' �� s*tff9"' i =x �f.'i °�.i.: �s,,.,` "�',. �..; , i� s:sti. ti�i• ` ti p ugh; / /, %i� �~ �� fe w ,. • • ..... . . iiniRIFSegArigagi - °r pa 1=1 4 3 5/:" F -3 3/8 -3 5/8" 6' -0 5/8" ft CONCR CURB, REFER TO KITCHEN DRAWINGS 11' -9 1/2" ENLARGED PLAN AT PATIO 3 5/8" 7' -1 1/4" 5' -5 3/8" 11' -9 1/2" BAR DIE WALL (NO CURB) UR2 - REFER TO A0 -01 SECTION 4.18.4 FOR MOUNTING HEIGHTS I 11' -9 1/2" FLUSH LATCH ON THIS SIDE OF WATER CLOSET 11 1/2" 11' -9 1/2" 6" (EXISTING) ISZTESIAMM? REF. TO MILLWORK AND KITCHEN DWGS. FOR INFO. OFFICE ENLARGED PLAN AT OFFICE SCALE: 1 : -1 -0 7' -3 5/8" 3 5/8" AEC EQ. EQ. LINE OF REVOLVING DOOR METAL CAP FLASHING ABOVE MC CHANNEL ABOVE, REFER TO STRUCTURAL EXISTING STEEL COLUMN STEEL TUBE, REFER TO STRUCTURAL rn 2 11'-4 1/4" 1/4" PLATE. EXPANSION BOLT TO SLAB 4" STEEL TUBE 1 -1/2" X 1 -1/2" STEEL "WHEAT" ROD 1 -1/2" X 1 -1/2" n .•■ A CarterBurgess CARTER 8 BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -2508 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: 1 REVISION 1 INLINE d,CITY BUILD CMNTS 02 -22 -08 p CLARIFICATIONS 02 -22 -08 OWNER CMNTS 02 -22 -08 ISSUED FOR CONST. 03 -11 -08 SHEET CONTENTS: ENLARGED FLOOR PLANS AND DETAILS MAR 17 2008 PERMIT CENTER Aw....vew Oer""AAAp SHEET NUMBER: A1.6 11/30/07 01 /25/08 03/11/08 2 -11 -08 T.O. 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CANOPY 16X16 SLATE - -- � ■_ 15TN -11 11: 1111 i © I F O ,. NM 109' -4 � I- J � � � � '' � � � �- � � � ' ' � � � ,, � � � � .I _ urmipt - - • co W L is I IIII _ ao r II .�■ ■� EIFS I PT -1 I . rll ■ � I Ir1 ■ ra : 0 CAST STONE - _ r 40 40: •••• ' :::. =:. gli EI!! - _ - - ,�F � , , ___ _ ,, 40 40. ■�I ! ■ � : :■ I I 1 �� � � 1.4 8X16 SLATE ■ _ (STN -21 ■ SILL. ISTN-31 ��� _ _ �- /� r - - �- I -� �- �� - i p ' ./ 11 CAST STONE m II II '• inE I C I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 -� ■, ■ �� I I 1 1 I I I I I l l l l l l l l l l l l l l l l l l l l l l l l l f l I I I I 1 1 1 1 1 1 1 I I I I I I 1 1 1 I I 1 1 1 I I I I I I I I I I I I I I I I I I I I I I 8X16 SLATE ■1 1•' .• ■X ■■ J 1 1 1 1 1 1 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I ISTN - 2I ' -� ^_ � 0 ro ® � � - _ Q � � I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 T.O. SLAB I SILL STN -31 Ark WALL SCONCE, REFER TO AM ELECTRICAL, TYP. 100' -0" Q �� � . $X16 SLATE imi - ,/ f 1 ; _ ^ _ i JSTN -2J �. -. �� I I �� �. .1. I I r I I ' 3 ELEVATION A D 2 1 RIGHT ELEVATION VW A A3.0 /U\ SIM. AVE • STE. 300 CA. 92647 -OS 11 om • A3.0 A3.1 7755 CENTER HUNTINGTON BEACH, INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 FOR PERMIT ISSUES: HEALTH DEPT A2.1 SCALE: 3/16 " =1' -O" A2.1 SCALE: 1 /4 " =1' -0" `� REVIEWED EOR CODE COMPLIANCE APPROVED MAR 2 li 7006 • • . :. • , • ' -' • • " •; :• • . : • - •. ~• • 40 .. 40 . •. •• . :. • •. 40 - EIFS EIFS [PT-241 . • • r • • CIt Of Tukw a rPT -2 J 40 BUILDING �� a 16X16 SLATE 16X16 SLATE I I I I I I STN -1 I I STN -1 .. I ■ O ' E C I I 1 I I ( *. - - - _ 8X16 SLATE $X16 SLATE (STN -2I (STN -21 CAST STONE SILL ISTN -31 ' CAST STONE SILL ISTN -31 I I I I I I a6 J 6B I I I I 8X16 SLATE I r 1 1 1 1 1 I 1 1 I I I I 8X16 SLATE 1 1 1 1 1 (STN -2I �.� (STN -2I I 5 ELEVATION 1 I I I I I I I I I 1 1 1 1 1 1 n 4 ELEVATION ✓ L4L3 A /' \ PERMIT 01/25/08 CONSTRUCTION 03/11 /08 A2.1 SCALE: 1 /4 " =1' -0" A2.1 SCALE: 1 /4 " =1' -0" GENERAL NOTES 1. REFER TO FINISH SCHEDULE AND DETAILS FOR APPLIED FINISHES. REVISIONS: _OWNER CMNTS 02 -22 -08 2. REFER TO SHEET A0.2 FOR FINISH SCHEDULE 3. SIGNAGE UNDER SEPERATE SUBMITTAL 4. ALL EXTERIOR SLATE WALLS TO RECEIVE (2) TWO LAYERS GRADE "D" PAPER OVER PLYWOOD SHEATI ,I SSUED FOR CONST. 03 -11 -08 PLANNING COMMENTS 03 -21 -08 5• ALL EXTERIOR EIFS WALLS TO RECEIVE LIQUID WATER RESISTANT MEMBRANE. REFER TO EIFS SPECIFICATIONS. CANOPY - CANOPY IPT - 24J APT- -241 CORRE TION LTR# i. 16X16 SLATE 16X16 SLATE E EEEEEEEE - 1 STN -1 I 1 I I I CSTN -1 I k■•• I SHEET CONTENTS: EXTERIOR ELEVATIONS SHEET NUMBER: A2.1 * I I I I $x16 SLATE 8X16 SLATE ■ : (STN -21 (STN -2I CAST STONE ILL (STN 31 CAST STONE I 1 _ _I SILL ISTN 31 8X16 SLATE I 8X16 SLATE 1 I __---- I (STN -2I (STN -21 EEG E I I I I I I e > 6 ELEVATION ( ELEVATION A2.1 SCALE: 1 4 =1 -0 ( A2.1 SCALE: 1 4 =1 - s kk, 0 — B.O. CEILING 16X16 SLATE - CsTN -11 8X16 SLATE - (STN -21 11 SLAB 100'-0 B.O. STRUCTURE 117' -6 T0. SLAB 100' -0° STAINLESS STEEL HANDRAIL, REFER TO 3/A4.3 di k B.O. STRUCTURE STAINLESS STEEL HANDRAIL T.0 SLAB 100' -10" VESTIBULE SCALE: 1 /4 " =1' -0" DINING 102 SCALE: 1 /4"=1'-0" EF MILLWORK DINING 102/103 SCALE: 1/4 ° =1' -0" • r••rrw :► 1111111111111111111 MI 11 IN Annimmt . 111.11111111.111111 WNW yMI111M2:. -GYPSUM BOARD- - I PT -7 1 SUSPENDED WOO CAP SOFFIT. REFER TO MILLWORK OPEN TQ VESTIBULE BEYOND \-GYPSUM BOARD I pT -7 I 16 16 SLATE I STN -1 6 SLATE ISTN -21 \GYPSUM BOARD I PT -3 I ■ 1PI = g aillEllpi r�r� rrrrr INNEIN OWN IMO MOO . MEIN I 10 BAR DINING 105 BOOTH AND TABLE, REFER TO MILLWORK dik T.O. WOOD 111' -O STEEL PIPE, REFER TO STRUCTURAL DECORATIVE WOOD FRAME REF MILLWORK BULKHEAD CURB REF: KIT DWGS \-B00111, REFER TO MILLWORK I PT -3 [PT -2 I GHT FIXTURES, REFER TO ELECTRICAL YPSUM BOARD REF MILLWORK REF MILLWORK •-OPEN TO DINING REF MILLWORK BEYOND 16X16 SLATE STN -1( 8X16 SLATE [STN-2,1 T.O. SLAB too' -o" 8.0. CEILING B.O. SOFFIT GYPSUM BOAR I PT -7 I 16X16 SLATE- 8X16 SLATE- ISTN -21 T.O. SLAB 10 — Cr REF MILLWORK VESTIBULE SCALE: 1 4 =1 -0 n B.O. swam 91r -6" T.O. SLAB 1►I -0' 8 A2.2 PEN TO- -N BEYOND N_G BULKHEAD GYPSUM BOARD I PT -2 I REFER TO KITCHEN DWGS FOR CURB HEIGHTS SUM BOARD -N rPT -7 I SUSPENDED CAP SOFFIT, TO MILLWOR DINING 102 SCALE: 1/4 " =7' -0" REFER TO MILLWORK HOSTESS, REFER TO MILLWORK N-OPEN TO BAR BEYOND B.O. STRUCTURE 117' -6' BOOTH, REFER TO MILLWORK YPSUM BOARD IPT -231 REF MILLWORK BAR 105 SCALE: 1 4 =1 - "MINORS PROHIBITED BEYOND THIS POINT" SIGN 1) - 16X16 SLATE I STN -11 - 8X16 SLATE ISTN -21 kT T0_ .. SLAB 0 1 h 100 =i0' 0. SLAB ' OOD WAINSCOT, STAINLESS 900 -0 S TEEL REFER TO MILLWORK HANDRAIL REFEF TO 3/A4.3 COAT ROD AND SHELF, REFER TO 2/A1.5 --� Imerec ram mom Q r NM mum MEM MIME MI ! .■war �.�. 16X16 SLATE S -1 8X16 SLATE 3 VESTIBULE A2.2 SCALE: 1/4 " =1' -0" LSTN -21 B. STRUCTURE BAR, REFER TO MILLWORK STAINLESS STEEL HANDRAIL REFER TO 2/A4.3 BULKHEAD GYPSUM BOARD PT -2 I REF MILLWORK RAMP D NING 103 SCAT` WOOD WAINSCOT, REFER TO MILLWORK REF MILLWORK 4 . 4) B.O. SOFRT T.O. SLAB 100' -0' DINING 102 OPEN TO BAR BEYOND YPSUM BOARD PT -7 I - 16X16 SLATE (STN -11 - 8X16 SLATE ( STN - I C B.O. STRUCTURE 91r -6A _J GYPSUM BOARD I PT -6 I 4 A2.2 REFER TO ■ BOOTH, REFER KITCHEN DWGS TO MILLWORK FOR CURB HEIGHTS rr I- T.O.#CO 111' -0" sirThlair T.O. MOD 191' - 0" T.O. SLAB 100' -1D�' VESTIBULE SCALE: 1 /4 " =1' -0" BOOTH, REFER TO MILLWORK RAMP SCALE: 1/4"=1'-0" BULKHEAD GYPSUM BOARD rPT -21 N -GYPSUM BOARD IPT -31 YPSUM BOARD rPT - 3 YPSUM BOARD I PT -3 I REF MILLWORK "MINORS PROHIBITED BEYOND THIS POINT" SIGN n n ■ BOOTH, REFER TO MILLWORK BOOTH, REFER TO MILLWORK oo-g zi& IC)C ®® 0 199 1 RAMP WOOD WAINSCOT, REFER TO MILLWORK T 0_ SLAB REF MILLWORK 100' -0' GENERAL NOTES 1. 2. -GYPSUM BOARD- PT-71 GYPSUM BOARD IPT -6( T.0. SLAB f il k 900' --10" T.O. TA SLAB 100' -0" STAINLESS STEEL HANDRAIL REFER TO 3/A4.3 -REF MILLWORK ALL MILLWORK INFORMATION SHOWN SCREENED IS BY MILLWORK CONTRACTOR (NOT IN CONTRACT), REFER TO MILLWORK DRAWINGS FOR INFORMATION REFER TO A0.2 FOR FINISH SCHEDULE. CarIerBurgess CANTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 - 4925 REVISIONS: INLINE MAR 17 2008 1 f 4 ENT SHEET NUMBER: C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION SHEET CONTENTS: INTERIOR ELEVATIONS A2.2 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 11/30/07 01 /25/08 03/11/08 /6 \CLARIFICATIONS 02-22-08 OWNER CMNTS 02 -22 -08 /NSSUED FOR CONST. 03/11/08 4 B.O. STRUCTURE T.O. SLAB B.O. CEIUNG 11111111111111111111111111111111111111111111111 sinimmommumms W TATA I fel' •. CORRIDOR SCALE: 1/4"=1'-0 .0. OILING T.O. SLAB 100-0" WOMEN'S RESTROOM 108 SCALE: 1/4"=1'-0" T.O. SLAB 100' -0' MEN'S RESTROOM 709 SCALE: 1/4' =1' -0" LJGHT FIXTURE, REFER TO ELECTRICAL REFER TO MILLWORK 1Y WD TRIM CT -2 CT -3 MURAL, REFER TO SPECS SCALE: 1/4"=1'-0" GYPSUM BOARD ,�... T.O. 5aI,AB 100 mr STAINLESS STEEL BEER COOLER REFER TO HANDRAIL WINDOW MILLWORK REFER TO MILLWORK REFER TO MILLWORK DRAWINGS 8.0. CEILING T.O. SLAB SCALE: 1/4"=1'-0" WOMEN'S RESTROOM 108 MEN'S RESTROOM t09 4 . 0 B.O. CEILING O. CEILING REFER TO MILLWORK 1X" WD TRIM DINING SERVICE 106 SCALE: 1/4"=1'-0" 8 ° x16 ° SLATE STN - TYP. 16 "x16"SLATE I STN — , I TYP. T.O. SLAB 104 -6" MEN'S RESTROOM 109 EXPANSION JOINT REFER TO 1 & 2/A4.1 B.O. CEILING T.O. SLAB 100' -0" 17" WD TRIM OCCUPANCY LOAD SIGN REFER TO MILLWORK RESTROOM VESTIBULE 107 SCALE: 1/4"=1'-0" T.O. SLAB 100' -0' REFER TO MILLWORK T.O. SLAB 100' - 0" GYPSUM BOARD B.O. CEILING TAKE OUT 125 SCALE: 1/4"=1'-0" WD TRIM REFER TO MILLWORK EXPANSION JOINT REFER TO 21/A4.2 EPDXY BASE DINING SERVICE 106 T.O. SLAB O. CEILING T.O. SLAB 100' — WOMEN'S RESTROOM 108 .0. CEUNG T.O. SLAB 100' —o" REFER TO MILLWORK MILLWORK WALL SIGNAGE SEE DOOR SCHEDULE TAKE OUT 125 YPSUM BOARD OPEN TO DINING 103 1JZ" WD TRIM DINING SERVICE 106 GYPSUM BOARD SCALE: 1/4"=1'-0" REFER TO MILLWORK c i ) B.O. CEILING B.O. STRUCTURE DOOR SIGNAGE SEE DOOR SCHEDULE RESTROOM VESTIBULE 107 4 REFER TO MILLWORK EXPANSION JOINT REFER TO 21/A4.2 STORAGE 110 SCALE: 1/4"=1'-0" EPDXY BASE 4 p.0. CEILING REFER TO MILLWORK SCALE: 1/4"=1'-0" DOOR SIGNAGE SEE DOOR SCHEDULE WALL SIGNAGE SEE DOOR SCHEDULE L.11.11.1 RESTROOM VESTIBULE 107 LIGHT FIXTURE, REFER TO ELECTRICAL MEN'S RESTROOM 109 SCALE: 1/4"=r-0" 100-0" B.O. CEILING T.O. SLAB 100' -0 YPSUM BOARD I PT -7 I TAKE OUT 125 SCALE: 1/4"=1'-0" EXPANSION JOINT REFER TO 21/A4.2 REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila BUILDIN DIVISION EPDXY BASE I EP--,I SCALE: 1/4"=1'-0" REFER TO MILLWORK STORAGE 110 I FRP -1 IT n CONCRETE CURB, REFER TO KITCHEN DRAWINGS FOR HEIGHT CarIerBurgess CARTER B BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 CO CO co w 0 IX 0 Lii co 0 la 0 Ii Co< w I- 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C &B JOB NUMBER: 024203.014 DATE ISSUED: 0125 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION 11 /30/07 01 /25/08 03/11 /08 REVISIONS: EVISION 2-11-08 CITY BUILD CMNTS 02 -22 -08 CLARIFICATIONS 02-22-08 OWNER CMNTS 02 -22 -08 ISSUED FOR CONST. 03 -11 -08 SHEET CONTENTS: INTERIOR ELEVATIONS REC7PIED PAR 17 2008 PEHii'vii T CENTER SHEET NUMBER: A2.3 EXPANSION JOINT B.O. CEILING � CAN WASH REFERENCE 21/A4.2 PANSION JOINT REFERENCE 21/A4.2 B.O. CEILING CarIe CARTER & BURGESS. INC, 1 #800 DALLA WEST S, TEXA 75247-4925 MOP SINK REFER TO 14/A4.2 T.O. SLAB _.. _...... - - - . ........ ..... a OPEN ,�.._ , i / f ! 1 B \� , I k +..7 T.O. SLAB \ \ \ \ ®/ // , / - 19 OPEN 4934 x•934 REGISTERED ARCHITECT A 'VI r SCO: WI 1 E > : r I ON FRP -1 FRP -1 _ :. -® FRP -1 03.11.2008 CO IUJ .1 co M / I f I 100' -10" f 0XY BASE EPDXY BASE COOLER DOOR---/ FREEZER DOOR 100' --10" E PDXY BA5E I EPDXY BASE --/ 1 KITCHEN ELEV IEP -1I 2 KITCHEN ELEV I0' - 11 IEP -1I A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1/4"=1'-0" B.O. CEILING COLUMN COLUMN B.O. CEILING ANSION JOINT REFERENCE 21 A4.2 B.O. CEILING 4 T.O. SLAB \ / OPEN T.O. SLAB i PEN I T.O. SLAB j ® 0 I IFRP -1I ® S.S. COVER REF.KIT. 0 FR1: 1 S.S. COVER REF.KIT. LJJ Z w CO n LU co i 1 LU LO ge r S.S. CAP REF.KIT. I FRP-11 1l i I I 100' -10„ / / / EPDXY BASE EPDXY BASE EPDXY BASE J 100' -1 O" EPDXY BASE � 100' -10" EPDXY BASE I EP -1 I I EP -1 I CURB I EP-1 I I EP -1 I I EP-1 I REFERENCE KITCHEN D WGS 3 KITCHN ELEV 4 KITCH LEV 6 KITCHEN ELEV A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1/4"=1'-0" CEILING CEILING CEILING 10 NOT USED 4 B.O. T.O. SLAB \ / OPEN +B.O. T SLAB f i ) B.O. T.Q. SLAB A FRP -1 e t i B.O. CEILING B.O. CEILING T SLAB 36 PLYWD. � �, / / 11 11: -0 2' -10" FRP -1 BACKING • FRP -1 4' -0 r no \ © ) ' / FRP -1 f I � FRP -1� �FRP -1I vi :. N T.O. SLAB : i 1 f J f I • 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 9 100' -10" EPDXY BASE EPDXY BASE EPDXY BASE 100' --10" f l rM 1001-10" EPDXY BASE 100' -10 100' -10" . Q „ EP -1 EP - 1 0 EPDXY BASE ( EP -1I PLYWD. r EP -1 I I EP-1 I I EP - 1 I 7 KITCHEN ELEV I EP -1 I 8 KITCHEN ELEV BACKING EPDXY BASE 11 EMPLOYEE RESTROOM EPDXY BASE 12 EMPLOYEE RE TROOM ._ 9 KITCHEN ELEV A2.4 SCALE: 1/4":=1'-0" A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1 4 =1 -0 A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1/4"=1'-0" 4' -6' B.O. CEILING B.O. MUM . REFER TO MILLWORK DWGS FOR EQUIP. WALL TO WALL REFER TO MILLWORK DWGS FOR EQUIP. INFO. B.O. CEILIN , = 0 fog. uPACt cOD p91 I OR 2 +,�� 11 - O ® -rd X 51 50/ 01340 D B.O. CEILING aill 1 BACKING INLINE CAB JO ®2 4 NUMBER: 203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT 11/30/07 INFO. J N B.O. B.O. , T.O. SLAB . 111 T.O. E IFRP -11 REFER TO MILLWORK � A 7 , / 17 . � Pt MB _M� =M=111 IMO MM . . „a — ,s I ` I II - � I . .-_ �: FR P -1 FRP -1 FRP -1 FRP -1 2 , -9 " E I FRP - 1 T.O. SLAB • * irrrr�rrllr � .0 «9_1 1 v �-- -- - T.O. SLAB i _, I %0 N 1 ■ ��� T.O SLAB . I T .Q. SLAB s. ■_IM � �� ���t� � T.O. SLAB , ' PERMIT 01 25/08 100' -10" �� 100 -10 100' -11 w PDXY BASE 15 OFFICE ` • 100' -i 100 --1 ,, , � -i � - EPDXY BASE �„ PLYWD. EP -1 EP -1 EPDX �• Y BASE PLYWD, (fi PLYWD. EPDXY BASE BACKING I EP -1 I 100' -1 � 9 PLYWD. EPDXY BASE CONSTRUCTION 03/11 /08 BACKING EPDXY BASE EPDXY BASE 14 EMPLOYEE RESTROOM EP-1 I BACKING I EP - 1 I 18 OFFICE BACKING 16 OFFICE 17 OFFICE P -' 13 EMPLYEE RESTROOM 19 STORAG A2.4 SCALE: 1/4"=1' -0" A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1 /4 " =1' - A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1/4"=1'-0" REVISIONS: AREVISION 02 -11 -08 , BUILD CMNTS 02 -22 -08 D 5 ....., Do 70. SLAB . T.O. SLAB . T.O. SLAB , SHEET CONTENTS: I NTERIOR ELEVATIONS DECEIVED MAR 17 2008 PERMIT CENTER SHEET NUMBER: A2.4 FRP I / / 16 FRP- -1 FRP -1 . 100'-'10 � EPDXY BASE III -1 � " ' EPDXY BASE 100' -10 EPDXY BASE I EP-11 I EP -1 I I EP-1 I 2 0 STORAGE 21 STORAGE 22 STORAGE A2.4 SCALE: 1/4"=1'-0" A2.4 SCALE: 1/4"=1'-0" . A2.4 SCALE: 1/4"=1'-0" . . . 0•40 1 AMml w A , f•--------i A OW .. SLOPE - gip 11 111 11 11 11 n t t tt tt n u n m n i t 111 :11 1 1 11 111 It 111 1 1 1 1 tt tl rrr tr ■ r�r Yr �r ... i. i , I IIAKIMA AKIV ALIWAL WW.∎WMI� ��1∎ 111 ∎ ∎1' M A Al . III /A . ∎ �t ∎ AL.. 111��111�1111 � �11 1i1 1ID ∎lll i 111 ► 11� t I 1 " „ III �� 1 11. 6 IIPA 1 ( i�r RASIED CONCRETE SLAB, REFER TO KITCHEN DRAWINGS NEW CONCRETE SLAB, REFER TO STRUCTURAL PROVIDE BLOCKING PER SIGN MANUFACTURING REQUIREMENTS EXISTING CONSTRUCTION WALL VENT, REFER TO MECHANICAL GYPSUM BOARD 3 5/8” METAL STUD AT 16" O.C. 0 n WALL SECTION REFER TO MILLWORK EIFS WITH BUILDING FELT ON EXTERIOR SHEATHING 6" METAL STUD AT 16 O.C. ARCH. 3 3/8" 1/2" DECORATVIE METAL CORBEL I BRONZE FINISH I 1 FURTHEST EXTENSION OF CURVED WALL, REFER TO 6/A4.1 16 GA. 6 METAL STUD AT 16" O.C. 16 GA. 6" METAL STUD AT 32" O.C. SIGNAGE, REFER TO SPECIFICATIONS _ _ _ _ _ T.Q. LIGHT BAND 124' -10" SLATE 11LE SET MORTAR OVER METAL LATH WITH BUILDING FELT ON EXTERIOR SHEATHING, REFER TO SPECIFICATION, TYPICAL T.O. FRAMING 148' -O" T.O. FRAMING 143' -8 T.O. FRAMING 138'-0"Y T.O. LIGHT BAND 134' --10" T.O. LIGHT BAND 131' -6 _ T.O. LIGHT BAND n _ T.O. LIGHT BAND 121'-6"y UGHT BAND BY SIGNAGE CONTRACTOR, REFER TO SPECIFICATIONS, TYPICAL, REFER TO 5/A4.1 _ _ _ T.O. LIGHT BAND 118' -2" HSS TUBE, REFER TO STRUCTURAL 8 "x1/4" STEEL PLATE WELDED TO FACE OF BEAM _ _ B.O. CEILING 116' -5" T.O. LIGHT BAND 't" ROD WELDED TO DECORATIVE PIPE 114' -10" SUPPORT, REFER TO STRUCTURAL MEMBRANE ROOF OVER 1/2" ROOFING BOARD ON 1" METAL DECKING SECURED TO STEEL CHANNEL JUNCTION BOX T.O. LIGHT BAND 6 6 111' -6" 3/4" EIFS SOFFIT OVER EXTERIOR SHEATHING ON 3 5/8" METAL JOIST SECURED TO STEEL CHANNEL —UGHT FIXTURE, REFER TO ELECTRICAL LIGHT BAND BY SIGNAGE CONTRACTOR, REFER TO SPECIFICATIONS TOP OF DOOR REVOLVER UNIT, REFER TO SPECIFICATIONS DOOR REVOLVER, REFER TO SPECIFICATIONS FLOOR AS SCHEDULED FOOTING, REFER TO STRUCTURAL .0. CANOPY 110 -0" T.O. SLAB 100' -0" ALL SECTION SALE: 3/4 " =1' -0" EIFS BEYOND \`\. / \ / \ \ K \ B •N\,< \\/ / / \ / / / 4r EIFS DECORATIVE ALUMINUM TUBE - PREFINISHED EXISTING CONSTRUCTION WALL . FRAMING (EXISTING) 126'-O" y SECOND LEVEL .(EXISTING) 118' -0" NOTE: ALL EXTERIOR SHEATHING TO BE; APA RATED SHEATHING 32 -16, 3" DENS -GLAS GOLD AS MFR BY GEORGIA PACIFIC, EXPOSURE 1. REFER TO SPECIFICATIONS, SHEET SP1.0, SECTION 06100 - CARPENTRY, ITEM 2.a. THIS NOTE APPLIES TO ALL VERTICAL AND HORIZONTAL DETAILS AND SECTIONS EIFS BEYOND /// —METAL CAP BEYOND CANT TAPERED 1" MIN. ROOFING INSULATION ROOFING E B.Q. FRAMING 113' -2" STEEL TUBE, REFER TO STRUCTURAL B_0 SOFFIT 111' -2 1/8"Y 3 5/8" METAL STUD AT 16" O.C. ROOF DRAIN, REFER TO PLUMBING 3 5/8" METAL BLOCKING AT 48" O.C. VERTICAL 6" METAL STUD AT 16" O.C. SLATE TILE BEYOND O.H. T.O. SILL d — I- 103' -6" I CAST STONE SILL SLATE TILE WAINSCOT CONCRETE SLAB, REFER I TO STRUCTURAL 100' -0" i ROOF DRAIN AND OVERFLOW, REFER TO PLUMBING FOOTING, REFER TO STRUCTURAL B.O. FRAMING 115-2" Carter'Burgeu CARTER 8 BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 co cc Z 0 CC LIJ CD in -± F cO O w E CO CD LIJ ILO 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: ,REVISION 1 CITY BUILD CMNTS OWNER CMNTS ISSUED FOR CONST. SHEET CONTENTS: WALL SECTIONS SHEET NUMBER: R C7PIED MAR 17 2008 PERM I CENTER A3.0 11 /30/07 01 /25/08 03/11/08 2 -11 -08 02 - 22 -08 02-22-08 03 -11 -08 - w wwwv.ra wPSwwwn e_. .__�.� w...«. r►...ww w.� A `��i1A . � . iii i + ii C � A - rem GYPSUM BOARD BAIT INSULATION R -19 ( ) 6" METAL HEADER, REFER TO STRUCTURAL GYPSUM BOARD JAMB BEYOND GYPSUM BOARD BATT INSULATION (R 19) CONCRETE SLAB, REFER TO STRUCTURAL FLOOR AS SCHEDULED — DINING \/\/\/ /f \ \ \ � \ / f w ` �f 1 WALL iECTION A3.1 SCALE: 3/4 ° =1' -0" INSULATION GLASS ALUMINUM STOREFRONT EXISTING ROOF INSULATION EIFS EXISTING CONSTRUCTION WALL T.O. SILL 103 -6" • n m m m m m m m w uw m � ................ . ..... ......... ... .... ..... ... _...... .. . �IIII2II[II IIII l� P21112111 1111 111 ��1P211121111! 1121 111 °" erm11112 12111P11II2110111117 0IPi 1111 1111 •MP " IiIF"' 41111°•' ITI " III @wIIIi ;llllsllll lllll llll llirgii1201110 GYPSUM BOARD BATT INSULATION (R 19 ( 19) STEEL BEAM, REFER TO STRUCTURAL GYPSUM BOARD JAMB BEYOND- DINING FLOOR AS SCHEDULED BATT INSULATION (R -19) GYPSUM BOARD WALL SECTION SCALE: 3/4 " =1 " -0' NOTE ALL EXTERIOR SHEATHING TO BE; APA RATED SHEATHING 32 -16, " DENS -GLAS GOLD AS MFR BY GEORGIA PACIFIC, EXPOSURE 1. REFER TO SPECIFICATIONS, SHEET SP1.0, SECTION 06100 - CARPENTRY, ITEM 2.a. THIS NOTE APPLIES TO ALL VERTICAL AND HORIZONTAL DETAILS AND SECTIONS EXISTING ROOF INSULATION EIFS EXISTING CONSTRUCTION WALL DECORATIVE ALUMINUM TUBE - PREFINISHED WATER RESISTANT GYPSUM BOARD SOFFIT, REFER TO 1/A1.3 & 6/A3.2 EXISTING METAL CAP BEYOND CANT TAPERED 1 MIN. ROOFING INSULATION ROOFING STEEL CHANNEL JOIST, REFER TO STRUCTURAL LIGHT TRACK, REFER TO ELECTRICAL LIGHT FIXTURE, REFER TO ELECTRICAL �IIr,��N� ► w ���l� I�.���I�� s llll 1 . � ■ ROOFING INSULATION PARAPET SECTION LETTERING BY CONTRACTOR, REFER TO SPECIFICATIONS PROVIDE BLOCKING PER SIGN MANUFACTURING REQUIREMENTS SLATE TILE BEYOND OVERHEAD DOOR TRACK, REFER TO SPECIFICATIONS SYNTHETIC STONE SILL BEYOND - RAILING, REFER TO 7/A1.6 SLATE TILE WAINSCOT BEYOND FOOTING, REFER TO STRUCTURAL T.O. SLAB 100' -0" 2x4 WOOD BLOCKING 4" CANT 8" METAL STUD AT 16" O.C. STEEL ANGLE, REFER TO STRUCTURAL 20 GA. SHEET METAL FASCIA STEEL BEAM, REFER TO STRUCTURAL 3 5/8" METAL STUD AT 16" 0 2x4 WOOD BLOCKING 2x2 WOOD BLOCKING SEALANT EXTERIOR SHEATHING THICK BED MORTAR WIRE LATH SLATE TILE BUILDING FELT 6 METAL STUD AT 16" O.C. ROOF DRAIN, REFER TO PLUMBING GYPSUM BOARD BATT INSULATION (R-19) 6" METAL HEADER, REFER TO STRUCTURAL GYPSUM BOARD JAMB BEYOND ....... , _ ..:.:.: - iii u1 .:. i irj 111 NIA It ttgAlllompri ate WATER RESISTANT GYPSUM BOARD SOFFIT DOOR TRACK BEYOND ROOFING ROOFING INSULATION METAL DECKING 2" METAL JOIST, REFER TO STRUCTURA •� Vier !tG� s'i� A��t 're i �!Fi "t <t.S! r:! 4.!a! % (4\ PARAPET SECTION A3.1 • SCALE: 1 1/2"=-1'-0" 2x WOOD BLOCKING MESH LIGHT FIXTURE, REFER TO ELECTRICAL STOREFRONT STEEL ANGLE METAL FLASHING WOOD SHIM EXTERIOR SHEATHING EIFS PARAPET SECTION SCALE: 1"=1'-0" BUILDING FELT lx WOOD BLOCKING SEALANT EIFS SOFFIT WITH BUILDING WRAP OVER EXTERIOR SHEATHING 1/2" DECORATVIE METAL CORBEL BRONZE FINISH 24 GA. STANDING SEAM METAL CAP, COPPER METAL FINISH EXTERIOR SHEATHING DECORATIVE FOAM MOULDING EXTERIOR SHEATHING EIFS LIGHT FIXTURE, REFER TO ELECTRICAL 1/2" DECORATVIE METAL CORBEL BRONZE FINISH EXTRUDED DECORATIVE FOAM PANEL EXISTING CONSTRUCTION WALL DECORATIVE ALUMINUM TUBE - PREFINISHED 2x4 WOOD BLOCKING 2 1/2 METAL BLOCKING 20 GA. SHEET METAL FASCIA 2x4 WOOD BLOCKING 2x2 WOOD BLOCKING METAL DECKING STEEL CHANNEL JOIST, REFER TO STRUCTURAL PARAPET SECTION SCALE: 1 1/2"=1'-0" lx WOOD BLOCKING METAL CAP FLASHING 24 GA. STANDING SEAM METAL CAP, COPPER METAL FINISH r —1x WOOD BLOCKING EXTERIOR SHEATHING DECORATIVE FOAM MOULDING EXTERIOR SHEATHING EIFS LIGHT FIXTURE, REFER TO ELECTRICAL 1/2" DECORATVIE METAL CORBEL BRONZE FINISH EXTRUDED DECORATIVE FOAM PANEL EXISTING CONSTRUCTION WALL DECORATIVE ALUMINUM TUBE - PREFINISHED NEW CONCRETE SLAB, REFER TO STRUCTURAL FLOOR AS SCHEDULED 4 ' ' • 4 _ . WALL SECTION SCALE: 3/4' =1' -0° ° 6 METAL STUD AT 16" O.C. EXTERIOR SHEATHING EIFS BUILDING FELT 4 ' 0" 3 5/8" METAL JOIST AT 16" O.C: 6" METAL STUD AT 16 O.C. METAL FLASHING 1x WOOD BLOCKING EXTERIOR SHEATHING SLQPE PARAPET SECTION PARAPET SECTION SCALE: 1 " =1' -0" 6" METAL STUD AT 16" O.C. SLATE TILE LIGHT BAND, REFER TO ELECTRICAL SLATE TILE BEYOND SYNTHETIC STONE SILL BEYOND THRESHOLD, REFER T4 17/A4.3 METAL CAP FLASHING SEALANT EXTERIOR SHEATHING THICK BED MORTAR WIRE LATH SLATE TILE BUILDING FELT EXISTING CONSTRUCTION WALL SEALANT STEEL BEAM, REFER TO STRUCTURAL EXTERIOR SHEATHING SLATE TILE BEYOND BUILDING FELT 6 METAL STUD AT 16" O.C. SUSPEND TRACK AND MAINTAIN ELEVATION AT ALL OTHER TRACKS. B.O. SOFFIT (EXISTING) FIELD VERIFY T.O. . LIGHT BAND 111' - 7" LIGHT FIXTURE, REFER TO ELECTRICAL B.O. HEADER c 109'-10" TRANSOM AS SCHEDULED LIGHT BAND BEYOND, REFER TO ELECTRICAL AND 5/A4.1 T.O. IGHT BAND r i k 108' -7" SLATE TILE WAINSCOT BEYOND T.O. LIGHT BAND c 105-7" CONCRETE SLAB, REFER TO STRUCTURAL _ _ T.O. SLAB 100'_0 2x4 WOOD BLOCKING 2x WOOD BLOCKING 20 GA. SHEET METAL FASCIA 4" CANT 8" METAL STUD AT 16 O.C. STEEL CHANNEL JOIST, REFER TO STRUCTURAL 2x4 WOOD BLOCKING 2x2 WOOD BLOCKING T.o. SILL 103' -6" n Carter CARTER & BURGESS. INC, 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: !\REVISION 1 4 \ CITY BUILD CMNTS 02-22-08 7 \ OWNER CMNTS s \ISSUED FOR CONST. 03-11-08 SHEET CONTENTS: WALL SECTIONS SHEET NUMBER: MAR 17 2008 PERiViij CENTER A3.1 11/30/07 01 /25/08 03/11 /08 2 -11 -08 02 -22 -08 ..a A AAR./.MA. NOTE: ALL EXTERIOR SHEATHING H GTOBE• PA RATED A TED SHEA ING 32 -16 " DENS—GLAS GOLD AS MFR BY GEORGIA PACIFIC, EXPOSURE 1, REFER TO SPECIFICATIONS, SHEET SP1.O, SECTION 06100 -- CARPENTRY, ITEM 2.a. THIS NOTE APPLIES TO ALL VERTICAL AND HORIZONTAL DETAILS AND SECTIONS 2 METAL JOIST AT 16" O.C., REFER TO STRUCTURAL s::cc: <ra,'rt�':[s was. ' �r•s - us. •,. 6" METAL KICKER, REFER TO STRUCTURAL 1 T.O. FRAMING ... f b 138— 0 T.O. FRAMING 134' -0" 3 5/8" METAL BLOCKING AT 48" O.C. VERTICAL EIFS BUILDING FELT EXTERIOR SHEATHING 6" METAL STUD AT 16" O.C. T.O. SLAB 7 :+'!ri r .de i 4! Y :! :VA <fri� S ./..... a n - r ' :1 1r '■ i . ?� ��r :!r :�ci �:firS�ri S�t.:�i= : =� :�! °i � i rS eti : <ri :!: :`r ::! � '�.?1 : t : ri.::Q•":::''i � �i S•:i BATT INSULATION (R -19) 6' METAL STUD AT 16" O.C. GYPSUM BOARD METAL HEADER, REFER TO STRUCTURAL IL SEALANT PARAPET DETAIL SCALE: 1 1/2"=1'-0" BATT INSULATION (R -19) 6' METAL STUD AT 16" O.C. GYPSUM BOARD STEEL BEAM, REFER TO STRUCTURAL SEALANT DETAIL SCALE: 1 7/2 " =1' -0" DETAIL BATT INSULATION (R -19) 6' METAL STUD AT 16" O.C. GYPSUM BOARD METAL HEADER, REFER TO STRUCTURAL SEALANT GYPSUM BOARD JAMB BEYON PATIO SOFFIT DETAIL SCALE: 1 1/2"=1'-0" EIFS SOFFIT SEALANT WOOD SHIM STOREFRONT SEALANT WOOD SHIM STOREFRONT 1' - 10" SEALANT WOOD SHIM STOREFRONT DOOR AS SCHEDULED - METAL FLASHING CAP, REFER TO 14/A4.1 T.O. FRAMING — 138' --0" EXISTING EIFS DECORATIVE ALUMINUM TUBE — PREFINISHED, BY G.C. TO MATCH STING ADJACENT -- FIELD VERIFY 111" 7 i� II %\ � =PP ,...,, =::: �.- :��r , . - ���,����- :�:�- �..•:- fi r; . : r��r�� CAIN.. + * ��6. A A b, ja������j * � t j� �j�� S. .�1JA i L�J.L�/Ir . �.:.► . 7 THICK BED MORTAR WIRE LATH BUILDING FELT LIGHT BAND SIGNAGE BY SIGN CONTRACTOR, REFER TO SPECIFICATIONS, TYPICAL REFER TO 5/A4.1 SLATE TILE METAL FLASHING EXTERIOR SHEATHING EXISTING EIFS DECORATIVE ALUMINUM TUBE — PREFINISHED EXTERIOR SHEATHING itl DECKING STEEL CHANNEL JOIST, REFER TO STRUCTURAL LIGHT BAND SIGNAGE BY SIGN CONTRACTOR, REFER TO SPECIFICATIONS, TYPICAL, REFER TO 5/A4.1 EXTERIOR SHEATHING THICK BED MORTAR WIRE LATH SLATE TILE BUILDING FELT 6" METAL STUD AT 16" O.C. —'--- -LIGHT FIXTURE, REFER TO ELECTRICAL METAL CHANNEL DRIP EDGE EIFS SOFFIT SLATE TILE BEYOND LIGHT BAND BEYOND BOTTOM OF DECK STEEL CHANNEL, REFER TO STRUCTURAL 6" METAL STUD AT 16" O.C. 3 5/8" METAL STUD AT 16" O.C. EXTERIOR SHEATHING METAL WITH COPPER METALLIC PAINT METAL CAP FLASHING BEYOND WEEP SCREED CANT BEYOND ROOFING TURN UP AND UNDER EIFS TAPERED ROOFING INSULATION (1' MIN.) B.O. FRAMING 113'-2" T.O. FRAMING 134' —O" CarteraBurg CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 CO CO CC 0 CC a) 0 U 0 w CO0 CO CO kg LU Ir- 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C &B JOB NUMBER: 024203.014 DATE ISSUED: 01-25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISION8: OWNER CMNTS 02 -22 -08 ,SISSUED FOR CONST. 03 -11 -08 SHEET CONTENTS: WALL SECTIONS MAR 17 2008 EC�vii i CENTER SHEET NUMBER: A3.2 11/30/07 01/25/08 0311 /08 ... ,. ..n...,n..w...ra....nw w - .. - .. • 6" METAL STUD AT 16 O.G. R -19 BATT INSULATION 2 5 8 METAL STUD AT 16 O.C. THICK ED s MORTAR BUILNG LT WIRE LATH ?'= EXTERIOR SHEATHING n 3 5/8 METAL STUD AT 16" I tI :.: j s 2' -3 3/4" 10 1/4" 2' -O" . . 3' -7 1/4" .... .... ..... ... .... a ..._ ... _..... THICK BED MORTAR SLATE TILE EXTERIOR SHEATHING BUILDING FELT 3 5/8 " METAL STUD WIRE LATH OVERDOOR TRACK, �..e.. ... ... .. _ . ....... ...._ ...... ..... - a.�•�o• ......... _........... .... _ .... _....._ ... .. R -19 BAIT ...._. _ . __. _. .. ..... ... . _ .... ... _... ..__ ..._... .... ... . _ .... __. • _ CARTBR 8 BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 �. lil STUD AT 16" O.C. -- GYPSUM BOARD EXISTING STEEL COLUMN R 19 1' -0 1/2" / 2' -6 1 / 2 II, , k ,•..._� J ___ SLATE TILE ..�....._. GYPSUM BOARD \I 5; I :• y, '... ..� `.. ; g 3 5/8" METAL "' I SEALANT Lj I; ; WINDOW AS SCHEDULED SEALANT � ' ` t STUD AT 16 0.0 r • �i GYPSUM BOARD EXISTING STEEL r COLUMN INSULATION YP G SUM BOARD ♦ ' ♦ + 4 � �- ca - c ��� � r � . I4w . \ w ∎ I'' r� = a _ SLATE TILE \ ..... °. . - 1 %, T 6" METAL STUD " AT 16 O.C. [D W DOOR AS rA 4934 ' EGISTERED , RCHITEC WIN E �' A .CO �� 5T° tFW''.HINe ON -11. 2 os o0 8 ii; ii /i ii iiiiiiiiii /ii / /rl.. /ii / / / /f:".../ ice / /ri /ii /iiiiii /iiii REFER TO SPEC. r / :: • _, -_-- • ' _ i LINE OF STONE SILL BELOW SLATE T1LE BUILDING FELT EXTERIOR SHEATHI T HICK BE MORTAR WIRE LATH C�1 fI ''/ i i i i � . ti �� • t ....V •:.:.. • . I •. 11 I < ■ : 144- �I , v a -• ` "`e _ _ WOOD SHI M STUD AT R -19 GATT INSULAON •:. : _ - %::ri••: � 'r' : . • r�•'s/'•':•I• .•r•- .•r• -rr •'ai• -.v rr °-.•r• • �i' :y' :•: I •' I •, ri C r. cri.- °'- °�-.-.-.- �..;-:� I /, ✓ T T ♦ T T 7 z . - _ �... '�' �,.: ": : .' ' i � A / % �jlr,� O /.I = I r cn i � ;� . ♦ A ti � r ♦ �. - -a - � BA TT INSU I I F I -� � SCHEDULED ►n �.:. _ _ =•r � • . :� r� v r r '< I ; .' may._ *.� •.!. #.'. ►� .'.!.'.+ . +_ •'. .4, �._.�:. 1 , \ ED A 16 SLA TE TILE M \ BUIFELT WIRTH I \ \ EXTERIOR SHEA r �, F { _ . I / A;/ + / �. :: > ' STEEL TUBE, REFER TO STRUCTURAL � r`i ;. . � • :' ` 7 wwwkw ww�• ■1 minaA _ T Y :� T • sr !' 4 l� Y' : ., T T T T -; T T T T :� T ��♦.� '� �� }��i�i�� . ) � = ? a: I I cv DOOR AS SCHEDULED 11 � � ` ► M\ j. _ .: : �..; ,-vr��r�:j.ry -ii ► ,,,..i � � r ' - - , / r } ........... :: , . -_ _ ..._ : . C cv I i/ii�i m �•. ; � . Y; I ` `. ' , " 1 6 ...►����� ..� �� �� /� , " 3 1 � r � Lo l * ���. ......:. - - - -- = ;- _ ; x / l / � i € / •. ::� .. .. .. ,:.s - - •., :.: t --. �. - ........... ...... . � .L _ :; :; :: ' �.. G ' - •:� n : -. .- _ I - - SEANT EIFS ii �� ++.a + +..aa.aa. +. +. +_��+ ��� +� ♦��ii�� ��i��r� ►.+.. • ;•; d M A4.0 \ \ 1 ; � • f % r, 3 - ':I _ << rt :_ A4.0 THICK BE MO RTAR SLATE TILE / L: :::::: r,•:r• :•r• �r :.• :r :; • :r ., , :r• ter• sr::,• �r , .: = � :...,....r,.r....,..�..� .._��..r•�' ^F �..o_rr�. o... t...r ...�. :c �r..S. :::::................... ........... :. r / � : 'tom � � i �' AI? f��� / / %/ ///%////////// /////////////////////J///////////// / / // / / // / / / / / / / / / / / / / / / /! / / / //r f /J. % / / ! /� _ '... �_......:-. �.. -... �.: � . -�. �.. �{♦.•. < <i� i�- r:rir4i:�:ir ‹,rte ;I :m.: r -- ",.... I , 2 -3 " OVERD AS SCHEDULED Q� 5 ` - w- $i�L ' %!!!%/ ! /!!!!!!!!!!!!t!!IY!!!!!!�! / /'Y / n 6 METALS TUD 1 -7 l " 1 5 n :: - . � - I 1- - _ ... � : ; w rn 2 PL r T T T Y , - J I :�. a►��. � _ -= T BUILDING FEL WIRE LATH _ " 6 METAL STUD (5 DETAIL4O co 1 CO I-- < 0) Z 0 Et 0 M LLJ I. CO 2 0 , 0 1--- ;:!E LJJ W 4� 4 PLAN DETAIL 3 PLAN DETAIL A r Ate- -� EXTERIOR SHEATHING 6" METAL STUD _ _r4 .r =sat ` `?' = A == z ° N DETAIL STEEL TUB, TO A4 ' SCALE 3 " =1 -0 REFER A4.0 SCALE: 3/4 " =1' -0" STRUCTURAL A4.0 SCALE 1 » =1 : -0 A4.0 I SCALE: 1 1/2"=1'-0" 6 " 2' -O" STEEL TUBE, I R -19 BATT INSULATION EXTERIOR SHEATHING 3 5/8" METAL STUD AT 16" O.C. GYPSUM BOARD R -19 BAIT EXTERIOR SHEATHING SLATE TILE TO. SILL 1 PLAN DETAIL REFER TO A4.0 SCALE: 3/4 " =1' -0" A__-___ ' ..: . _ ,.;. :. 1 :::_- : -: _�, I � r GYPSUM BOARD , SEALANT 2x4 WOOD BLOCKING / ALUMINUM , STOREFRONT / SEALANT -- % � P / � ��; : �' N ti . .I _ R -19 BATT INSULATION GYPSUM DRYWALL +� SEALANT LEi ; ' ` ._ v SILL BELOW STOREFRONT SEALAN DOOR AS SCHEDULED ∎ ' r ' SEALANT : `. 103' -6" I STONE SILL BELOW EIFS MOIS_►� RESIT COA EXT SHEG - _r - 1 iti ■ ��: , ►� ��►� ► .,, di r4 1 O �Ci ��� 0 �: � 4N ts � .• ` : SHIM " 6 METAL STUD AT 1 6" O.C. GYPSUM BOARD _ - SEALANT SYNTHETIC STONE �' o :: ∎ � �Ci ► � �► 4, '� �I , iy 1.4 •� �4 � # j► =;;�� ►� ►� 6 4 � ►� ► 4 6 MAL STUD AT GYPSUM INSULATION GYPSUM BOARD WO BU 6" METAL AT 16 O.C. 10 '' -��i� MO R TAR THICK BED + !r '�t� . T • WIRE LATH SLATE TILE BUILDING FELT 6" METAL STUD AT 16 O.C. ��+ j+ '�+ �� <44,7* . +�+ + �! �� � \:n + ' - STOREFRONT SEASLANT AND 41Irti Ar IC i 4` �.� � 1 ' \ SEAL ANT TH K B;TAR MOR SLATE ELT 3 " STUD /� a ■ WIRE LATH EXTERIOR SHEATHING 6" METAL STUD AT 16" O.C. PLAN DETAIL 6 JAMS DETAIL uz ........ . . • • :� • I ? JAMS DETAIL 4■4> SILL DETAIL .. PLAN DETAIL BACKER ROD • A4.0 SCALE: 3 " =1' -0" A4.0 SCALE: 3 " =1'-0" A4.0 SCALE: 3 " =1' -0" A4.0 SCALE: 3 " =1' -0" P. A4.0 SCALE: 3 " =1' -0" = R BATT INSULATION ALUMINUM STOREFRONT SET IN FULL BED OF MAS11C;i SEALANT OM°' 0 -- 7 ��- � �0 -[ of c0 - I Mr; D 1 53 i • THICK BED MORTAR SLATE TILE 1 I SCHEDULE) 0 BUILDING FELT SCHEUL� O.H. j I WOOD SWIM WIRE LATH 7755 CENTER AVE STE. 300 L J SEALANT EXTERIOR SHEATHING HUNTINGTON BEACH, CA. 92647 -19 6" 6 METAL STUD AT 16" O.C. SLATE TILE LUMINUM STOREFRONT SEE EXTERIOR ELEVATION FACE OF FINISH BELOW I i 513i� DOOR S � J 3 5/8" METAL STUD ,4 1 „ a_,I 1 iJ'________!__.L' / i % f % i i i / i / _ ___ j j -:,' :: � ^ !I : : i € r OVERDOOR TRACK, % REFER TO SPEC. EIFS ► M� 0 1 . "' * �• � Ci ► � 1 � I j j � r - -" YPSUM BOARD R -19 BATT INSULATION SEALANT fi T.O. SILL iii:;. BUILDING FELT THICK BED MORTAR EXTERIOR SHE WIRH �� % Ak / % .... ' - �► : +i, +: +� GYPSUM BOARD 1 K WOOD BASE RE j : :' % f/f v" Zr- / / /J / / //f/ /f / //f / / / /l. SHIM _[ �^ -� ! "` 1 x WOOD SILL RE � ��Ag SPECI FICATION - 'ai' :�•r: :'i � %ar �- �i:��%:v• r %`'ay • ?=r.� : =r: : =� � %' � l ir 1 03 - 6 - .- SPECIFICATIONS .97. 1. INLINE :::::: • � ∎ N ► �.� '� j 0 0 # STEEL TUBE, REFER TQ STRUCTURAL ,: ,: " . e >/ CI i t, s' .t 1 `� V i 41111111111111111111 ii 1 i� -..--------N. 6" METAL STUD AT 16 Q.C. WIRE LATH �0S 1111111 i '� I r lift l I �� SY NTHETIC S TONE SILL 7 A / ... .. • .. • •; . �. 'N !. I :. ����� i T.Q S LAB .:: 100' -0" N DRIP CAP Q /� -- --CONCRETE SLAB, REFER TO STRUCTURAL ______, - . ! ;; • , i a THICK BED MORTAR BATT INSULATION SLATE TILE- / BUILDING FELT IN°%B AMEN 6 METAL STUD AT 16 O.C_ 11 SILL DETAIL 1 / L i . �- .:!t. : .: .�ei�!iS! :S! .:!fi,:'r::S -:i::l �y C&B JOB NUMBER: SLATE TILE - .- .4%///// f///////////////////// ff///////// f/////////!/// / / / / / / / / //f / / / / / / / / / / / / / / / /, %/i � 024203.014 OVERDOOR AS 2 -5 SCHEDULED DATE ISSUED: 0© BUILDING FELT WIRE LATH FINISH GRADE 12 DETAIL 6" METAL STUD - 01 25 a5 2'--7" FOR PERMIT 14 MULLION ISSUES: HEALTH DEPT 11/30/07 13 SILL DETAIL ••• 15 PLAN DETAIL PERMIT 01 /25/08 03/11/08 A4.0 SCALE: 3 " =1' -0" A4.0 SCALE: 3 " =1' -0" A4.0 SCALE: 3 " =1' -0" A4.0 SCALE: 3 " =1' -0" " CONSTRUCTION A4.0 SCALE: 1 1/2 =1' -0" K 0 .. . :; . '. \ T.O. LIGHT BAND a ORRUGATE METAL LUMINUM STOREFRONT '1 IN FULL BED OF A I M 6 " 6" METAL STUD EIFS � C REVISIONS: 08 1 REVISION 1 2-11-08 abilAN • DECKING REFER TO \ • \ ,,, -6 STRUCTU ^AL 0 LIGHT BAND BY SIGN CONTRACTOR, TYPICAL, REFER TO 5/A4.1 SINGLE PLY ROOFING MEMBRANE 6 CLARIFICATIONS 02 -22 -08 GYPSUM BOARD- --�; 1 : -• ' *. • t ' 6" METAL STUDS AT 16" O.C. R -19 BATT INSULATION GYPSUM BOARD ISSUED FOR CONST. 03 -11 -08 SINGLE PLY ROOFING MEMBRANE TURN UP 8 " � . - Wg° , � 11 . 1--------- 4 .t.4 1/4 ROOF BOARD 2X6 TREATED WOOD BLOCKING R -19 BATT INSULATION r � , ---- - - - - -- r ON SHEATHING 1/4" ROOF BOARD .. . I 6" METAL STUD AT 16" O.C. I I - METAL HEADER @ DOOR HEAD REF. STRUCTURAL DOOR AS SCHEDULED �'� .4 .:: '• i s '' :' . >; t ' : J - �^ - • 7 „--, 1 � CORRUGATE METAL �i 3 5/8" METAL JOIST, : �r:,.:,.. . < .....:....:....:...:......:. .: r :: . 3 MA 2 1/2" METAL BLOCKING DECKING, REFER TO STRUCTURAL �� � � _= ' REFER TO STRUCTURAL METAL HEADER REF. STRUCTURAL �_:: -- i� a "i ' -:: _ EXTERIOR SHEATHIN EIFS SHEET CONTENTS: GYPSUM BOARD DETAILS -. _.. �� STEEL TUBE, REFER TO STRUCTURAL STEEL CHANNEL, REFER 20 GA. SHEET METAL FASCIA STEEL CHANNEL, REFER TO S TRUCT U RAL 3 5/8 METAL JOIS EXTERIOR SHEATHING B.O. CANOPY Ak ► 11111P �� ►�' OI �. s'Iii!s'j�i!'s!I�i�!'YAri� , ESH :_ ri��:�r�,:�����r. -� -�r WOOD SHIM �� = =` • � ��' _ B.O. HEADER .•v�1��� : � ... :. EALANT 1/2" DECORA METAL CORBEL BRONZE FINISH ` ) E ! _ LJNE OF BELOW EXTERIOR SHEATHING TO STRUCTURAL STEEL DOOR FRAME J 3 5/8" METAL JOIST � �iw i' el i� I - -- - ��- • - -::�, j � - - SEALANT JAMB BEYOND MAC 17 2008 INSULATING GLASS PEi +vii p : I�`T�Fi SHEET NUMBER: SEALANT EIFS JAMB BEYOND ALUMINUM STOREFRONT 20 HEAD DETAIL*** " I 1;. OO L EXTERIOR SHEATHING I Efil ►- ViZ!g2- g*g i. ..i /4242/47 `y` :i24 :>Z►*S2=;.. - - - I '�• ..� +. * + *.. *�1�� �ti ♦�'1 +i ce' ♦ �'t'�1�7i���. : �- ���r�t- .. •.•••••••••••••• B.Q. CANOPY ; :..4t +..:X 41. - : :•-±4: * - -T4: - m. :4: 441.1 + :.. - -- 110 ' -0 "� 110' -0 " pm ` I' / I 6" I ,�I 19 HEAD (JAMB SIM.) DETAIL 1 -- '-3/4" EIFS SOFFIT 16 HEAD DETAIL SEALANT 2X6 TREATED 3/4" EIFS SOFFIT WOOD I 17 DETAIL BLOCKING 18 JAMS DETAIL A4.0 SCALE: 3 " =1' -0" A4.0 SCALE: 3 " =1' -0" A4.0 SCALE: 3 " =1'-0" A4.0 SCALE: 3 " =1' -0" A4.0 SCALE: 3 " =1' -0" A 4 m 0 r METAL STUD AT 16" O.C. R -19 BATT INSULATION SEALANT AND BACKER ROD 6" METAL STUD AT 16" O.C. BAIT INSULATION GYPSUM BOARD STEEL TUBE, REFER TO STRUCTURAL STEEL CHANNEL, REFER TO STRUCTURAL NOTE: G.C. TO REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL DETAILS. - --CURB OPENINGS FOR ELEC. & UNES --TURN UP G.C. PAN MIN. 2" SCALE: 1 /2 " =1' -0" -- NINISINISSIS 1 VERIFY FIELD REFRIGERA110 RACK 11' -4" a► ISTING STEEL COLUMN EXPANSION JOINT DETAIL CURB OPENINGS FOR GLYCOL ELEC. & LINES BREAK METAL GYPSUM BOARD LIGHT BAND, REFER TO 5/A4.1 METAL FLASHING SINGLE PLY ROOFING MEMBRANE TURN UP ON SHEATHING 8" ROOF BOARD 1/2" CORRUGATE METAL DECKING bb bb WI) bb bb PLAN DETAIL EXPANSION JOINT SCALE: 1 I/2' I -0 EXTERIOR SHEATHING BUILDING FELT 1 1/2" EIFS 3 5/8' METAL TIES AT 32" O.C. VERTICAL 6" METAL STUD AT 10" O.C. TO FORM CURVE EXT. SHEATHING BUILDING FELT THICK BED MORTAR WIRE LATH SLATE TILE STEEL TUBE, REFER TO STRUCTURAL STEEL CHANNEL, REFER TO STRUCTURAL 3 5/8" METAL JOIST EXTERIOR SHEATHING 3/4" EIFS PLAN OF REFRIGERATION PLATFORM ► A, Al l a•. 1 A */iiali24ii 651.iat/i �i�rii 10d NAILS 4" O.C. ROOFING — RUN BEHIND CAP FIBER CANT OR CRICKET RIM JOIST W/ 4 -16d END NAILS TO EA. 2X SHAPED 6" METAL STUD AT 16" O.C. R -19 BATT INSULATION 2x4 WOOD BLOCKING SEALANT AND BACKER ROD CONTINUOUS EXTRUDED PRIMARILY SEAL (EXPANSION JOINT). SEAL "EV" TYPE BY WIDTH OF JOINT AS MANUFACTURER BY MICHAEL RIZZA COMPANY. (ANDERSON SPECIALITIES — 206 - 368 -9722) SCALE: 1 " METAL STUD DETAIL NOTE: G.C. TO FABRICATE PLATFORM CAP AS ONE PIECE TO AVOID AN SPLICING, ONLY ONE SOLDER SPLICE, IN THE CENTER OF PLATFORM ALLOWED. VERIFY FIELD EXPANSION JOINT, REFER TO MFR. 7/A4.1 NOTE: EXPANSION JOINT SHOWN ON EXTERIOR FACE ONLY LANDLORD TO PROVIDE INTERIOR EXPANSION JOINT. SLOPE 2% FROM RIDG BREAK METAL GYPSUM BOARD 55 -ri- 55- 4 *S��. 552rte -`2 93:5251 � i EXTERIOR SHEATHING BUILDING FELT THICK BED MORTAR WIRE LATH SLATE 11LE ETAL COPING EXPANSION JOINT COVER. MECHANICALLY FASTED ONE SIDE ONLY COVER TO CONFORM TO PROFILE. EXPANSION JOINT COVER EXISTING 20 GA. GALVANZED STEEL PLATFORM CAP OVER ROOFING AND 3/4" CDX. PLYWD.— BLOCK ALL EDGES 10d AT 4" O.C. ALL EDGES QUIPMENT ANCHORAGE FRAME X6 BLOCKING (MIN.) 2X10 SHAPED BLOCKING ® 8" 0.C. MAX UNE OF EXPANSION JOINT EXTERIOR FACE LINE OF EXPANSION JOINT EXTERIOR FACE ETAL DECK W /6" OF CONCRETE aammoAmmumumgmmmw DRIP EDGE BUILDING FELT BATT INSULATION 6" METAL STUD CO 16" 0.C. SLATE TILE OVERFLOW DOWNSPOUT N0771 F THICK BED MORTAR EXTERIOR SHEATHING GALVANIZED DIAMOND WIRE 3 DETAIL SCALE: 3 —, SCALE: 3 " =1'-0" EXHAUST FAN, REFER TO MECHANICAL 3" (MIN.) AND 12" (MAX.) AIR SPACE FACTORY CURB, REFER T MECHANICAL EXISTING ROOFING MEMBRANE SHIM AS REQUIRED TO LEVEL CURB EXISTING ROOFING INSULATION EXISTING STRUCTURAL EXISTING DECKING 4X12 BLOCKING (MIN.) 1/2 "DIA. X 5 LONG LAG BOLT INTO 4X12 BLOCKING 4" FIBER CANT STIP CONCRETE SLAB — REF TO STRUC. DWGS. SHEET METAL TRANSITION FROM DOWNSPOUT TO UNDERGROUND SYSTEM, REFER TO PLUMBING DRAWINGS ENTER SPUCE AND SOLDER SEALED, MAINTAIN A MIN. 2% SLOPE REFER TO PLAN CONT. SEALANT SCALE: 1 1 /2 "=1' -0" SLOPE PLATFORM DETAIL 7/8" METAL CHANNEL NE OF LOW WALL BELOW, REFER TO MILLWORK EXPANSION JOINT / \ PLAN DETAIL EXPANSION JOINT SHIM AS REQUIRED f — EQUIPMENT ANCHORAGE FRAME. REFER TO REFRIGERATION PLANS. 2X SHAPED JOISTS 8" O.C. MAX 2X SHAPED BLOCKING BEYOND 4x4 SLEEPERS @ 16" O.C. MAX OOF DUCTING ETAL DECK W /6" OF CONCRETE YPSUM BOARD ALUMINUM STOREFRONT SET IN FULL BED OF MASTIC SEALANT DECORATVIE METAL CORBEL BRONZE FINISH 6" WIDE JOINT COVER PLATE. CRIMP ENDS OVER BOTTOM OF COPING CAP COPING CAP AND EDGE FLASHING, PAINT TO MATCH CORNICE ROOF SIDE STAINLESS STEEL CORNER GUARD k JAMB DETAIL SCALE: 3 " =l' -0" NOT USED SCALE: 1 1/2 " =1' -0" FIBERGLASS REINFORCEMENT PANEL GYPSUM BOARD SCALE: 1 1/2"4-0" 6" METAL STUD AT 16" a .C. WIDTH TO FIT WALL THICKNESS SLOPE . CODE C °M APPROVE R ctt 0 2: T 3 u BUILDING DIVISION AULK JOINT APPLY CONT. BEAD OF SEALANT TO EACH SIDE, AND WIPE CLEAN ANY EXCESS. TYPICAL COPING CAP DETAIL • F Od /b, is! : la d c G% c .+rcYUic L 4lz PLAN DETAIL EXPANSION JOINT 6 METAL STUD LINE OF EIFS BELOW EXTERIOR SHEATHING EXPANSION JOINT �► STING STEEL COLUMN LEAD FLANGE SET IN FLASHING ADHESIVE OVER BUILT —UP ROOF. EXISTING ROOFING MEMBRANE EXISTING ROOFING INSULATION EXISTING STRUCTURAL EXISTING DECKING CONT. NEOPRENE SEAL STRIP CONT. WOOD SHIM AS REQUIRED 24 GA. GALV. METAL SPRING TYPE COUNTER FLASHING EXISTING ROOFING MEMBRANE EXISTING ROOFING INSULATION EXISTING DECKING A/C CURB DETAIL VENT THRU ROOF SHALL EXTEND A MINIMUM OF 12" ABOVE ROOF SURFACE LAG OR STRAP ANCHOR ALL UNITS EA. CORNER & 24" O.C. ALONG EDGES CONT. TREATED WOOD NAILER RIGID INSULATION METAL DUCT INSUL METAL CURB (BY CURB MFR.) 5/8" PLYWD DECK — REF. TO STRUC. DWGS. ANCHOR CURB WITH 1/2" DIA. BOLTS 24" O.C. ALONG EA. SIDE EXISTING STRUCTURAL REVISIONS: REVISION 1 SHEET CONTENTS: DETAILS SHEET NUMBER: N ----LINE OF LOW WALL BELOW, REFER TO MILLWORK ' -5 1/2" n EXPANSION JOINT YPSUM BOARD PLAN DETAIL EXPANSION JOINT BUILDING FELT METAL LIGHTING CHANNEL BY SIGN CONTRACTOR RE:. SPECIFICATIONS `- SLATE TILE THICK BED MORTAR WIRE LATH DETAIL SCALE: 3 " =1' -0" R -19 BATT INSULATION 6" METAL STUDS AT 16" O.C. MAX GYPSUM BOARD Carter4urgeu CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 co CO LLI .1 co F— < co w 0 Ul c,) 0 co W 0 U. 0) u) g w 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION 11/30/07 01/25/08 03/11/08 ...Mb A/MVIYA...✓7ASAA .... ..r.... S — - w ), 2' -2" i I w• i f �, N ' • #f Sr r VO401 f *0 ;' * * * ; * ! # a,:,,Igarg4 COOLER /FREEZER, (N.I.C.) i' ***# * * i * # *# * METAL BREAK -l/ # # '� # el #i lV14,4• # ! i � #i# iF * * # * * # # #* • • • • *i Pa ""rlga "" ai w,,f%y%�//G�ff/ P5ra EXISTIN EQ. / + 3 STUD i l14•4 f 10 1 00041 s eii i i • • • i i • • • * * * i i► alta• 40 INI a 11 * f # . EXPANSION JOINT STEEL COLUMN 1 EQ. 5/8" METAL ., i %P # ' :... Pilsi� * • 4 k a r u, i - , ' _ . EXISTING ■ '' T.A. S LAB . t . ' \ ` Carter Y, _ BAR i BURGESS. INC. 1420 WEST MOCKINGBIRD LANE, 8OO DALLAS, TEXAS 75247 -4925 / „ 8 1/2" YP UM ARD G S BO 3 5 8" METAL / STUD AT 1 6" ::A:S: . 100'• --10" \ ,, ". REGTERED r Sr� TC NDLE � : OF AS SNGTO'. _ . .11. 008 ( x ) IX ' 1 a3 O) Z LL! M I 0 m O.C./ WALL BELOW, W' MILLWORK / -, i 5 8" MEL D EXISTING ROOF DRAIN PIPE GYPSUM BOARD EXISTIN STEEL COLUMN a ,'t � �/ ��r� �� r GYPSUM BOARD 3 5/8" METAL STUD 0 EXISTING ROOF FIBERGLASS REINFORCEMENT PANEL q /may •� :;:::D STUD EXISTING ROOF DRAIN FIBERGLASS REINFORCEMENT PANEL _- '97,7,0 " /O f I .li,AHl.'- i.. '�'/l` //a'� d '/kzeyi,4 L ,__#;___.- i / I ' W1i/:gcW //Z sl%1d 1 �h ,, 7,,. OKI EXISTING STEEL COLUMN = I rye,,i�, ��' EXISTING STEEL COLUMN 7/8" METAL CHANNEL 9„ STAINLESS STEEL CORNER GUARD \. _ / FIBERGLASS REINFORCEMENT 21 GYPSUM BOARD STAINLESS STEEL r-0" CORNER GUARD STAINLESS CORNER STEEL EXISTING STEEL COLUMN GUARD 1 PLAN DETAIL 1 -3 5/8" 7/8" METAL CHANNEL 24 PLAN DETAIL 9 " PANEL A4.2 3 PLAN DETAIL 3' -11 3/4" 5 PLAN DETAIL 24 r / 2 PLAN DETAIL A4.2 SCALE: 1 1 /2 " =1' -0" A4.2 SCALE: 3 " =f -0" A4.2 SCALE: 3 " =1' -0" A4.2 SCALE: 3" =1' -0" A4.2 SCALE: 1 1 /2 " =1' —O" FLOOR AS SCHEDULED 0 _ 1 I EXTERIOR SHEATHING �� FINISH AS SCHEDULED 0 CO 0 co 6" MET STUD AT " 16 0.C. GYPSUM BOARD--- ----------- OARD WOOD HEADER, REFER TO STRUCTURAL B .Q. HEADER -rte BEER METAL RE�I SPEC. WOOD SILL, i i r II BEER COOLER I WALL AND 1-- I 3 5/8" METAL STUD I AT 16" O.C. L I BUILDING FELT —ozopi ��' witwilwowirwi 1111616114•14116Alka 3 5/8" METAL STUD AT 16" O.C. GYPSUM BOARD —� .....1 m � W O B.O. JOIST I GYPSUM BOARD r--- METAL HEADER, REFER TO [ _ I � 7755 CENTER HUNTINGTON JOB NUMBER: 024203.014 DATE ISSUED: 01-25- FOR ISSUES: HEALTH DEPT CO 1.0 J AVE BEACH, INLINE PERMIT ug • ' • STE. 300 CA. 92847 11/30/07 I WINDOW RE: 109 D METAL FRAMING REFER TO STRUCTURAL \_gMBRD EILING SEALANT STD. STEEL DOOR FRAME B.O. HEADER ' REFER TO MILLWORK T.Q. FRA MING I I i t I SPECIFICATIONS _._...... -._ .. ... ...... .. _._.._ . .. _. _ STRUCTURAL I : 104 -6 - IIIWAI 2x WOOD NAILER " � 3 5/8 METAL STUD AT 16" O.C. WAINS REFER TO MILLWORK - i 1 I `""'-'""""" 111 0111 II � * I 2x WOOD /Pa BLOCKING I I EXTERIOR SHEATHING � AI I i �_ „ 1 1 DOOR AS SCHEDULED - 2x WOOD BLOCIKING � 1 I '- ... .:. .. .. _ . a o a I I I 1 .. DOOR SHOE 1 GYPSUM BQARr ~� 6 DETAIL BEER COOLER METAL BEER COOLER WALL AND WINDOW RE: SPECIFICATIONS _ 107' -0" GYPSUM BOARD 10 DETAIL GYPSUM BOARD 9 HEAD (JAMB, SIM.) DETAIL TRIM. RE: SPEC. h I $ 7 HEAD DETAIL S SILL DETAIL A4.2 SCALE: 3 " =1' -0" A4.2 SCALE: 3 "= 1' ---0" A4.2 SCALE: 3 " =1' -0" A4.2 SCALE 3 " =1' -0" A4.2 SCALE: 1 1/2 " =1' -0" 1 /6\ 1/2" PLYWOOD 3 %" METAL FRAMING BRACKET AT 16" O.C., TYPICAL METAL CORNICE PANEL #303, MANUFACTURE BY \ W.F. NORMAN CORPORATION) PAINT FINISH 8" 4' -0" O.C. 8" �a METAL FRAMING AT 16 O.C. GYPSUM BOARD FRP � CEMENT BOARD "J" STRIP WITH SILICONE CAULK , " EYED IEG co TIE APP ®E ` 2 `• ' . i �' . � f I Ika Oti DING Dim' °¢ DING B .. IL SLATE DLL T.O. SL \, MAIN RUNNER TOP .� M , o CO i I WALL FRAMING SURFACE, TYPICAL , WIRE HANGERS, TYPICAL r T.O. CORNICE __ GYPSUM BOAR 6" ABOVE BOARD B. Q. CEILING EXTEND GYPSUM BOARD TO UNDER SIDE OF DECK REFER TO 1/A2:3 1 r r ) k Z/ L 5 , 6 r �O Ic '� h5 SUSPENDED ACOUSTICAL TILE CEILING KITCHEN ±! PERIMETER ANGLES AT WALL, TYPICAL � : SECTION i ACT -61 STAIR NOSING: TYPICAL OF (2) - TAIR _�_ SLATE TILE ONE FOR EACH • .. �„ �¢; y N [ PT -8 I 1D0 - 1D CONCRETE FOUNDATION, REFER TO STRUCTURAL \ 2X BLOCKING GYPSUM BOARD a '- 6" — 6 2 •• � � 2 I CT -6 I ° ' .- • ' EXTEND FRP 2" SEAMLESS EPDXY OVER EPDXY FLOORING WITH • .,r'r " . 3/8 MINIMUM ? COVE BASE COVE BASE 41 1 • '''' ,'�.� �= ; ' .......... ' ;.•`'° `~ •. --- WOOD FLOORING . : : - - i ' • �• ' . +• .. ` , EMBED FOR STEP . y� � h NORTH A �Ae� -H, �h 9 lpf ; � ��� �•gF 6 -y am �` -,„, s� �'"� y4sm o- ALL CEILING LIGHT FIXTURES AND HVAC AIR REGISTERS SHALL BE SUPPORTED BY A MINIMUM OF (2) HANGERS AT OPPOSITE CORNERS. CEILING SYSTEM SHALL NOT SUPPORT ITEMS. I WF -1 I WF -2 I 6' METAL STUD AT 16 O.C. GYPSUM BOARD METAL HEADER, REFER TO STRUCTURAL B.O. HEADER .- o T.OLA_ B . S _ - = -: - - - 100 -0 " -- "' LIGHT (TYPICAL 1' -0" OF 3 PER STEP, - " : :: 15 STAIR EQUALLY SPACED AND PLACED AT CENTER OF THREAD) REFER TO ELECTRICAL SECTION , CROSS RUNNER „ � -a y„ #12 WIRE -- MAIN RUNNER SPLAYED IN -" �� g: " .�- N'' THE PLANE OF ' N- ,' :; EACH RUNNER dm_ " � .� '' AT 45' � ��` tl SOUTH A � ' w � _ a �. tlA .en� ` ( "� ;7' ISOMETRIC �a b PRESSION STRUT ADDED AT COMPRESSION CENTER OF SPLAY WIRES OF THE SUSPENDED CEILING COMPRESSION . STRUTS: STEEL SECTION WITH L/R RATIO OF 200 MAXIMUM. ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE BOLT AND TO STRUCTURE WITH 3/16" - POWER DRIVEN STUD. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE #4 CONT. WIRE TIE TO #4 DOWEL AT 16 O.C. 14 CONCRETE CURB , REFER TO STRUCTURAL MOPSINK SECTION "`�— J FLOOR DRAIN REFER TO PLUMBING CONCRETE CURB WITH 1/2 CHAMFER EDGES FLOAT FLOOR AS REQUIRED TO PROVIDE POSITIVE DRAINAGE 12 CORNICE DETAIL REFER TO R.C.P. 11 DETAIL DOOR AS SCHEDULED 10 ,-- ,q.- �`` 13 TBAR CEILING PERMIT 01 /25/08 CONSTRUCTION 03/11/08 A4.2 SCALE: 1 1 /2 " =1' --0" A4.2 SCALE: 3 " =1' -0" A4.2 SCALE: 1 1 /2 " =1' —O" A4.2 SCALE: 1 1 /2 " =1' -0" A4.2 SCALE: 1"=1'-0" SLATE 11LE _ 4111' • ° o CONRETE FOUNDATION, SETTING BED REFER TO STRUCTURAL 16 DETAIL SLATE TILE EXOPY FLOORING RAMP � r „ T : .. . � r . :r _ 3 V.I.F. EXPANSION ._. I JOINT ACT CEILING ANGLE 1 ........... , � . _.�. � ._. ... � �...�....L._. .. ACT EXPANSION i JOINT METAL STUD - -ID 0 WOOD FLOORING REVISIONS: 1 REVISION 1 2-11-08 4Air / /J / /I // .� 6 CLARIFICATIONS 02-22-08 SUED FOR CONST 03-11 08 SETTING BED 4" 17 DETAIL WOOD NOSING I _3 WOOD BULLNOSE 6 " I WF -3 I EDGE I WF -31 CONCRETE BASE a • v D SHEET CONTENTS: DETAILS - _ a n itE MAR ���� PEI liw,i I CENTER SHEET NUMBER: A4.2 A4.2 SCALE: N.T.S. A4.2 SCALE: N.T.S.. WOOD BASE /; A - I SLATE TILE BULLNOSE TILE EDGE SLATE TILE T" STRIP FLOOR TRANSI11ON MOLDING WOOD FLOORING FLOOR AS SCHEDULED � � • • . o v v - ... • - .. V.I.F. ... GYPSUM BOARD . W' 20 CEILING EXPANSION "CS CONSTRUCTION SPECIALISTS" SFW (MODEL) ALUMNIUM, COLOR: REFER REFLECTED CEILING PLAN JOINT DETAIL 2 VERTICAL EXPANSION "CS CONSTRUCTION SPECIALISTS" SFW (MODEL) ALUMNIUM, COLOR: REFER INTERIOR ELEVATION NOTE PROVIDE EXPANSION JOINT COVER BOTH SIDES OF PARTITION JOINT DETAIL . 22 DETAIL ... ' " ""• -��r SETTING BED 19 DETAIL • e ° 4 a• ' ' ° .' ° : • • q 4 . a .a 4 e ° c • e. ti - v '. • � �- � SETTING BED CONRETE FOUNDATION, REFER TO STRUCTURAL 18 DETAIL SLATE TILE A4.2 SCALE: N.T.S. A4.2 SCALE: N.T.S. A4.2 SCALE: 3 " =1' -0" A4.2 SCALE: 3 "= 1'--0" A4.2 SCALE: N.T.S. N, RAMP PLAN SCALE: 1/2 " =1' -0 THRESHOLD SCALE: 3 " =1' -0" ; I I I= 1 - 5 KITCHEN LOW WALL A4.3 SCALE: 1"=1'-0" 4 • • a 4.' e maaamo www ralmwwwrwwrwww wwma rwniwrrwaiww rwiv 4441 nie' DOOR SHOE 3 %" MTL STUDS © 16" O.C. W/ %" MOISTURE BRD. & FRP EACH SIDE EPDXY FLOORING OVER EA. SIDE TO COVER BASE PLATE — REF. TO STRUC. DWGS. FOR CONNECTION TO SLAB DOOR AS SCHEDULED ALUMINUM THRESHOLD SET IN FULL BED OF MASTIC FLOORING AS SCHEDULED EPDXY FLOORING 1" MTh GRATE 14 GA. S.S. FRAME T.O. FRAME & GRATE FLUSH TO FINISH FLOOR CONC. FOUNDATION — REF. TO STRUCTURE 11 A4.3 1X" DIA. S.S. PIPE RAILING (BRUSH FINISH) 8' -6 1/2" FRP 6" MIL STUDS 16" O.C. ® FRONT WALL & 3 %" MTh STUD 0 SIDE WALLS UNDER BAR BY F.E.C. RE: SPECIFICATIONS EPDXY FLOORING AND BASE BAR DIE WALL SCALE: 1 1/2 ° =1' -0" DETAIL SCALE: 1"=1'-0" METAL HEADER — REF. STRUCTURAL SCALE: 3 " =1' -0" HEAD (JAMB SIM.) 1' -0" 1' — O" REF. TO KIT. PLAN FOR DIM AND LOCATION IIIItI( lIlI( lIIIl1I1IIIlIlIIIlIlIIIlIIIIP (I(IIl1I1l1IlIII1 6" METAL STUD 16" O.C. MAX STD. STh FRAME BAR TOP BY MILLWORK RE SPECIFICATIONS REF. TO MILLWORK DWGS. FOR FINISH INFO. S.S FOOTREST BY MILLWORK RE: SPECIFICATIONS FINISH AS SCHEDULED EPDXY FLOORING FLOOR DRAIN — REF TO PLUMBING GYPSUM BRD. FIBERGLASS REINFORCEMENT PANEL "J" RAIL AND CAULKING DOOR AS SCHEDULED WOOD TRIM REFER TO MILLWORK •— DWGS .a d RAILING DETAIL SCALE: 1 1/2"=1'-0" 1' -5 1/2" BAR ACCESSIBLE SEATING SCALE: 1 1/2"=1'-0" :T // 12 SOFFIT DETAIL . 4 e • A• 4. 1 1/2" MIN. CLEAR v •• a A • a 2' -1 3/4" A BAR TOP BY MILLWORK RE: SPECIFICATIONS 2X4 WD. TOP PLATE GC TO PROVIDE ANGLED STL SUPPORT FOR ACCESSIBLE COUNTER FINISH PANEL BY MILLWORK RE: SPECIFICATIONS M.R. GYPSUM BRD. MTL FRAMING 0 16" O.C. MAX WD BASE BY MILLWORK RE: SPECIFICATIONS q 4 . • • A • 17 THRESHOLD DETAIL A4.3 SCALE: 3' =1' -0' 1X" DIA. S.S. PIPE RAILING (BRUSHED FINISH) L ........„ „------ ADJACENT SURFACE STAIR OR RAMP . GYPSUM BRD. 6" METAL STUD 16' Q.C. B.O. FRAMIN 109' --0" METAL HEADER — REF TO STRUCTURE B.O. FRAMING 107' -6" DOOR AS SCHEDULED DOOR SHOE FLOOR FINISH AS SCHEDULED TOP OF SLAB THRESHOLD AS SCHEDULED 1Y" DIA. S.S. PIPE RAILING (BRUSHED FINISH) a N, v STAIR SECTION GYPSUM BRD. BACKING BY GC S.S. FOOTREST REFER TO MILLWORK DRAWINGS FINISH AS SCHEDULED 2X10 WD BASE W/ h CHAMFERED EDGE, REFERENCE MILLWORK DWGS CONTINUOUS SILICONE JOINT aD • . 1' -0" WD. TRIM BY MILLWORK-• -- v v. JAMB SCALE: 3 " =1' -0" A4.3 X" DIA. S.S. PIPE RAILING (BRUSHED FINISH) TREAD WITH FOOTREST DETAIL SCALE: 3 =1 -0 18 THRESHOLD DETAIL A43 SCALE: 3' =1' -0' GYPSUM BRD. --J 6" METAL STUD ® 16" O.C. MAX 6" 7" D Y O • a SS JAMB — RE: KITCHEN DWGS. Co DOOR AS SCHEDULED EPDXY FLOOR DOOR SHOE TOP OF SLAB y4" X 1}" DIA. S.S. PIPE'-RAILING (BRUSHED FINISH) ESCUTCHEON PLATE (TYP.) CORE DRILL & INSTALL POST IN EPDXY GROUT EXTEND TO DECK ABOVE 6" METAL STUD 0 16" O.C. METAL HEADER, REFER TO STRUCTURAL GYPSUM BOARD A4.3 SCALE: 3 " =1' -0" CODE COMPUPNCE 0 2 79t CiV 1•0011-6 Nc D ION PARTITION WALL ROOF ITYP.I DETAIL SCALE: 3 " =1' -0" FINISH AS SCHEDULED N SCALE: 3 " =1' -0" HEAD (JAMB SIM.) l 1 l 1�o� -ate 19 THRESHOLD DETAIL A4.3 SCALE: 3' =1' -0" 18 GA. CONT. LEGTRACK — NO FASTENERS ® TRACK TO STUD EXISTING STRUCTURE UNDERSIDE OF EXISTING METAL ROOF DECK 6" MTh STUDS — REF. STRUC. DWGS. SOUND INSUL WHERE OCCURS GYPSUM BRD. 3 5/8" STUD ® 16" O.C. GYPSUM BOARD FIBERGLASS REINFORCEMENT PANEL METAL HEADER — REF TO STRUCTURAL CAULKING METAL JOIST, REFER TO STRUCTURAL GYPSUM BOARD CEIUNG STD. STEEL FRAME DOOR AS SCHEDULED DOOR AS SCHEDULED FLOORING AS SCHEDULED BLACK MARBLE THRESHOLD FLOORING AS SCHEDULED TOP OF SLAB Ccirlergi _ -rid ss INLINE SHEET CONTENTS: DETAILS MAR 17 2008 PER vii i C'. SHEET NUMBER: A4.3 CARTER & BRS% I C. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 4934 REGISTERED ARCHITECT O OTT 'IND WA'. INC IN C &B JOB NUMBER: 024203.014 DATE ISSUED: 0125 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION 7755 CENTER AVE STE. HUNTINGTON BEACH, CA. 92647 11/30/07 01/25/08 03/11/08 REVISIONS: REVISION 1 2/11/08 8 ISSUED FOR CONST. 03/11/08 ...% w rwwnrvAAI ReiaARIww s.. t.....a... w.r. .w��... ..... 1 8' -0" 11' -91/2" 31 -0" 3' -0 " ... �. Carter Burgess CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 3y -0" / / _ 41-0" )' / r 19 b I SIT{ r 7 o 4 - I I fr t o \ y v % ` A4.0,/ A4.o A -. y 7 _ � ' --- ^ _ �. � �-- - _ I Au 51M. i ' `"- . silk HOLLOW METAL DOOR Sim. \ L 1 - • I A4.0 , ° .. H 'T w" o I , 1 • ". REGISTERED ARCHITECT OTT T IND =: WA ING'JN 03.11.2008 f' `S .:.::. A4 ,. .... .. - 10 .o -. A4.0 ^ 17 s: r _ �' _ _ _ .:- ; .3 A4 HARDWARE HARDWARE HARD / - HARD` ACRE ... _ ` (2) MORTISE CYLINDER 20 -001 X t 626 ■ J �. ^ (1 EA.) MORTISE CYLINDERS 20-001 x 1 1 /S" 612 SC (1) CONTINUOUS HINGES CFPA83FID P (6) HINGES BB 1191 4.5x4.5 x NRP x 606 _ 600 626 B RW THE LOCKING DEVICE SHALL BE READILY DISTINGUISHABLE AS LOCKED. ( 1 EA) THRESHOLD 896V -36` 72' AT DOOR 11 ONLY 0 NG (1) EXIT DEVICE 22NLx230NlxALItxSNBx4'xSP29 VD (2) FLUSH BOLTS 555 -12 (3) HINGES 5000 4.5x4.5 652 B NOTE: WITH ALUMINUM ELEVATION (1) LOCKSET DBOPDxRHOOESx13- 047x10 -025 626 SC (1) RIM CYLINDER (1) MORTISE CYLINDER °- 20 -021 20 -001x1 1/4 626 626 SC SC NOTE: BALANCE OF HARDWARE A ENTRANCES & STOREFRONT PANIC DEVICE FOR OORS SPECIFIED UNDER ALUMINUM v D �� ONLY. ELEVATION (1) LOCKSET 08OPOxRH60ES 047x10 -025 626 5C ° (2) OVERHEAD CHAIN STOPS CS115- 25xSNB US26D I (1) FLOOR STOP 483 626 RW BALANCE OF HARDWARE SHOULD BE SPECIFIED ENTRANCES & STOREFRONT. REVOLVING DOOR (1) DOOR SHOE 211 AL P (1) DOOR CLOSER 4111- CUSHxSNBx AL L DOOR ELEVATION A4.2 HARDWARE (1) ARMOR PLATE 42"x46 "x.05' 630 RW (1) DOOR SCOPE AL D PAIR OF DOORS 11 1 (1) THRESHOLD 884 AL NG c1) DO6R SHOE 211 AL I P ALL HARDWARE BY DOOR MANUFACTURER DOOR ELEVATION DOOR ELEVATION . DOOR ELEVATION .. 6 6 4 6B DOOR Q SCALE: 1 /4 " =1' -0" 00 4 ' SCALE: 1 /4 " =1' -0" SCALE: 1 /4 " =1' --0" 8 SCALE: 1 /4 " =1' -0" 9 10 18 SCALE: 1 /4 " =1' -O" Ng SCALE: 1 /4" =1' -0" 'A 3.0" 16 - . ` A METAL DOOR _ 3 , -0 " 3'_0" 1 3 CO CO CC 2' 2 " : 31-0" "I `I p:Aer7 � ` ❑ NOTE: /w.1 ' - - i 1- . HOLLOW J • iL _ rifr � SIM. DOOR PROVIDED BY M ILLWORK CONTRACTOR TO SUPPLY HARDWARE AND INSTALL TEMPERED RIBBED GLASS, REFER TO MILLWORK DWGS ;: V. V ami Lli W 0 0 LLI 1...° O w C!) ® j o L B �___ LL 0) ect 161zum -I mmm 0 LU 10 he _ ' �. - s ..� et ∎ w == 51M. w - _ - _ SIM . \, iL SIM. SIM. ...-... �. • :1� \� = a. 1--t = ■ , = ,� HARDWARE HARDWARE HARDWARE HARDWARE HARDWARE HARDWARE (3) HNGES 5000 4.5x4.5 652 B (3) HINGES BB5000 4.5'14.5' 652 B (3) HINGES B85000 4.5 652 B EUASON DOORS I REFER T6 KITCHEN SUPPLIER I I (3) HINGES BB5000 4.5 652 B (3) HINGES BB5000x4.5'x4.5" 652 B (1) PRIVACY LOCKSET D405xRHODESx13- 046 - 10-025 626 SC (1) LOCKSET D8DPDxRHODESx13- 047x10 -025 626 SC (1) PRIVACY LOCKSET D4OSxRHODE5k13 -048- 10-025 626 SC (0) PRIVACY LOCKSET 0405xRHODESx13- 048 - 10-025 SC (1) DOOR PULL 106x706 630 RW (1) FLOOR STOP 483 626 RW (1) CLOSER RA1461xSNB w AL L (1) CLOSER RA1461xSNB Al. L (1) CLOSER RA1461xSNB AL ^ L (1) PUSH BAR 452 630 BU (1) THRESHOLD 424E -26' 626 NG (1) WALL STOP 406 630 RW (1) WALL STOP 406 630 RW (1) WALL STOP 406 630 RW (1) CLOSER PA1461xSNB AL L (1) DOOR SHOE 211 -26' 626 P (1) PROTECTION PLATE 34 630 RW (3) SILENCERS 608 (1) PROTECTION PLATE _34'42%05 630 RW (1) WALL STOPS 406 630 RW - DOOR ELEVATION (3) SILENCERS 608 RW (1) THRESHOLD 424E - 36' _RW AL NG (3) T 428 RW (1) SIGN (WOMEN) BFM687 RW ELEVATION (1) PROTECTION PLATE 34X12X05 630 RW (4) THH REESHOLSHOL D 424E - 3fi Al. NG (1) SIGN (MEN) BFM688 RW DOOR DOOR ELEVATION DOOR EL . DOOR ELEVATION (3) SLENCERS 608 RW DOOR ELEVATION NW SCALE: 1/4"=1'-O" SCALE 1 /4"=V- 0 V/ SCALE: 1 /4"=1'-0" 1g SCALE: 1 /4 " =1' --0" ® SCALE: 1 /4"=V- 0" 14 ' SCALE: 1 /4"=V- 0 A 2' -6" A SIM. i io 3 '- I " 3' -0" HARDWARE NOTES: �' �' CYLINDERS: �' 4 \ ISCHLAGE STANDARD SIX PIN TUMBLERS. S GNAGE UNTED v fa /i1 1S 00 ` ° r rger: 18 " KEYING: = ` .6,, EXIT A. DOOR LOCKS: MASTER KEYE ,' 60" N.T.S. B. SUPPLY (2) KEYS FOR EACH LACK, OR (3) KEYS FOR KEYED ALIKE GROUPS. .e °ATE DOWN ® x,09 worms urnsoc aestRoo�s ".' ; .• STE. 300 CA. 92647 WALL SIGNAGE (TYP) LETTERING • • • • D A4.3 APPROVED MANUFACTURERS AND FINISHES: M �; z CV , W'' AY;A �' RAISED 1/32" ; 2 H.R. A. MANUFACTURERS � LL A o ? 41011 B BOMMER ° BU BURNS (TYP) . C V i • . • • • 1755 CENTER AVE H UNTINGTON BEACH, �� o - A , �` DOOR DE DUSEUNG ° DOOR MOUNTED SIGNAGE N.T.S 0 1 - 2 . N STAIR DOOR EXTERIOR I IVES LETTERING DOOR NOTE: PICTOGRAMS AND / OR ARE NOT REQUIRED ON MOUNTED SIGNAGE �'•', ° , UPPER CASE CHARACTERS CORRESPOND NG GRADE II BRAILLE NOTE: IF SPACE NOT AVAILABLE NEXT TO DOOR SIGN MAY BE PLACED ON WALL ADJACENT TO DOORS. L LCN NG NATIONAL GUARD HARDWARE HARDWARE - STAIR DOOR (2 H.R.) HARDWARE - EXTERIOR DOOR P PEMKO MASON DOORS IREFER TO KITCHEN SUPPLIER I I (3) HINGES BB 1191x4.5x4.5 NRP 600 B (3) HINGES Be 1191x4.5x4.5 NRP 600 B FOR Re faai���® LANCE ®���E� ®6�IP CO OAP ° vED �� --- 0. 11 ° 11E ' STANDA� -P �.� 0. '.- RW ROCKWOOD MANUFACTURING COMPANY ° . ,DOOR ELEVATION NOTE: WALL MOUNTED SIGNAGE TO BE LOCATED ON HINGE SIDE OF DOOR MOUNT AT 60 O LNG CENTERLINE OF SIGN FROM FLOOR (1) WALL STOP 460 630 RW (1) OVERHEAD CHAIN STOP 406 630 RW SC SCHLAGE LOCK COMPANY (1) DEADLOCK 8360 626 SC (1) DEADLOCK 13360 626 SC B. FINISH DESCRIPTIONS (1) DOOR PULL RW 3010-12 626 RW (1) DOOR PULL RW 3010 -12 626 RW US26D 626 & SATIN CHROMIUM - ROOF ACCESS DOOR (1) DRIP CAP 16 NG WEATHERSTRIPPING 315 626 p 630 SATIN STAINLESS STEEL ELEVATION AL MILL FINISH ALUMINUM 204 R1 CLEAR ALUMINUM ACCESSIBILITY SIGNAGE GENERAL NOTES 1. ALL DOORS TO BE HOLLOW METAL UNLESS OTHERWISE NOTED. SCALE: 1 /4 " =1' -0" SCALE: 1 /4 "=1' -0" SCALE: 2. PROVIDE DOOR SIGN STATING, "THIS DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS ", WITH 1" HIGH LETTERING ON A CONTRASTING BACKGROUND. 2' -0" 20 , " 11--9 1 /2 / 7 \ .. 20 20 20 INCLINE CAB JOB NUMBER: 024203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT 11/30/07 3. DOOR HARDWARE AT ALL "EXIT DOORS SHALL ALLOW DOORS TO BE OPENED FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE OR EFFORT. �� J ti)) t 4. `PROVIDE RAISED LETTERS / BRAILLE SIGNS ON HINGE SIDE OF RESTROOM DOORS, , 60" MO UNTED ON THE WALL ABOVE THE FLOOR, ALLOWING APPROACH TO WITHIN 3 ". A4.0 ( ` �•Q / P.4.0 m.0 SIM. 6'_1" (3) EQ. SPACES 7' -9" 3' -4" 5, THE OPENING FORCE FOR THE INTERIOR DOORS SHALL NOT EXCEED 5 LBS. (LIFT GATE - INCLUDING "'T GATE @ COUNTER DOOR) 2' -6 1/2" / 1' -4 1/2 -" 3' -4" / ,-1' -4 1/2" 1' / . . / 6. ADA ACCESSIBILITY SIGNAGE ON STORE FRONT GLASS SHALL HAVE A TRANSPARENT FIELD IF LOCAL CODES. ° co pY — fi g d © - to I. - "' j O /� / T \ —,6 U 0 A `' ° J / ° A4.o •;" 14 7 . NO THUMB LATCHES OR KEYED CYUNDI ALLOWED ON ANY DOORS UNLESS OPE SINGLE ACTION WITH A LEVER FROM THE AREA SERVED. 14 14 1 HARDWARE 4' A4.o A4 A4.0 8. MANUALLY OPERATED EDGE OR SURFA( BOLTS AND SURFACE BOLTS OR ANY T THAT MAY BE USED TO CLOSE OR RESTRAIN OTHER THAN THE OPERATION OF THE I. E D AND ELLASON DOORS I REFER TO KITCHEN SUPPLIER I I et DOOR ELEVATION PERMIT 01 /25/0$ a c° ' " ' ° A4.o 15 `° "' 15 1S A4.0 CONSTRUCTION 03/11 /08 P4.0 9. EXIT DOORS S USED AS PAIRS APPROVED AUTOMATIC FLUSH BOLTS SHALL NOT HAVE DOOR KNOBS OR SURFACE MOUNTED HARDWARE ON THE INACTIVE LEAF. A4.0 A4.0 OSCALE: WINDOW ELEVATION - 100' 0 ° WINDOW - 100' -0" ELEVATION 10 • KEYING: ALL KEYS TO BE MARKED "DO NOT DUPLICATE" AND NUMBERED. PROVIDE (12) MASTER KEYS FOR ALL LOCKS; (4) EACH MARKED FOR FOR OFFICE ONLY; (6) EACH MARKED "S" FOR REAR KITCHEN DOOR, MAN-GATE 2) AT TRASH ENCLOSURE, & LOCK AT MAT WASH ROOM; EACH MARKED "E" FOR ELECTRICAL ROOM; (3) EACH MARKED R FOR KF(, STC)RA(;F Rfl(lM (4) KFYS WITH ° WINDOW ELEVATION - - 1pp'_8+ WINDOW - 100 ELEVATION REVISIONS: 1 REVISION 1 2/11 /08 7 OWNER CMNTS 02/22/08 SCALE: 1/4 " =1' -0" 1/4 " =1' -0" SCALE: 1/4 " =1' -0" A SCALE: 1/4 " =1' -0" B SCALE: 1 4 =1 -0 /ISSUED FOR CONST. 03/11 /08 20 20 - "A" FOR ROOF ACCESS HATCH AND MISC. USES. A 20 A4.0 11' -9 1/2" P4.0 11' -9 1/2" P4.0 25' -10" (3) EQ. SPACES (3) EQ. SPACES � (4) EQ. SPACES 5 '_ 7 1 /2" 6 "TYP. /8� 4' -8" F A4 4 1 .9—,Z u g —,Z 14 I u 0 —,2I " —, 1 t uo eL 1 SHEET CONTENTS: DOOR AND WINDOW SCHEDULES A` E.. „ „ E MAR 17 MOO PERlwls I ( LATER SHEET NUMBER: A560 - s ► A4 .0 `- LL YIr `'J r� .0— ,L 5 ua �L .9 — .2 1 �.: A4:0 A4.0 a 6--,B 1 a _ WINDOW ELEVATION 1 11) L oc)„, ...... 6 WINDOW ELEVATION A4.0 r � „0 —,8 ,6 un ^I �- Q . r A - T "" 13 13 13 A4.0 M.0 144.0 WINDOW 100' -0 ELEVATION 8 1/25 i 3' -4" ° 7' -9" 100 ° - 1aD 100' -0' , WINDOW ELEVATION WINDOW ELEVATION WINDOW ELEVATION OSCALE: , SCALE: 1/4 =1 -0 ® SCALE: 1/4 =1 , --0 OSCALE: , 1/4 " =1 -0 1/4 =1 -0 SCALE: 1/4 " =1 , -0 SCALE: 1/4 " =1' -0" BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT SECTION 00100 - INSTRUCTIONS TO BIDDERS • AIA Document A701, latest Edition, "Instructions to Bidders" are included as part of these specifications as if herein reprinted in full. a. A copy of AIA A701, latest edition may be obtained from Owner, Architect, or directly from the American Institute of Architects, 1735 New York Avenue, NW. Washington, D.C. 20006. Contractor shall utilize the following documents, latest edition, in the negotiation and execution of the project a. b. c. d. e, g. h. ALA Document A701 - Instructions to Bidders AIA Document G702 - Application and Certificate for Payment AIA Document G703 - Continuation Sheet AIA Document G701 - Change Order AIA Document 0705 - Certificates of Insurance AIA Document G706 - Contractor's Affidavit of Payment of Debts and Claims AIA Document A705 - Contractor's Affidavit of Release of Liens NA Document A201 - General Conditions of the Contract for Construction AIA Document A101 - Owner Contractor Agreement Form - Stipulated Sum SECTION 00120 - SUPPLEMENTARY INSTRUCTIONS TO BIDDERS rho following supplements modify, change, delete from, or add to the instructions to Bidders (AIA A701, latest Edition) Nhere any article of the instruction to Bidders is modified or any paragraph, sub-paragraph, or clause thereof is modified 31 deleted by these Supplemental Instructions the unaltered provisions of the article, paragraph, sub-paragraph, or clause hall remain in effect. . Article 1, Paragraph 1.8; add: Bidding is by invitation, from the Owner, only. 2. Article 1, add Paragraph 1.10: 1.10 The term "Architect' as used herein, shall be construed to mean the "Owner, as the Owner will administer the bidding procedures. 3. Article 3, Paragraph 3.1.1 delete and insert the following: Owner will provide each invited Bidder one (1) set of reproducibles of the Bidding Documents. Extra sets may be requested from the Owner at a non-refundable cost. Deposit is at Owners discretion. 4 Article 4, Paragraph 4.1.1 delete and insert the following: 4.1.1 Bids shall be submitted on forms Identical to the Bid Form provided by the Owner, one (1) original with original signature(s). Bids transmitted via facsimile; provided they are received by the prescribed deadline, are acceptable. Originals shall be sent by overnight service for next day delivery. 5. Article 4, Paragraph 4.2: Delete this paragraph in its entirety, as no bid security will be required 6. Article 4, Paragraph 4.4.1: The stipulated time period shall be construed as 140 calendar days. . Article 5, add Paragraph 5.3.3: 5.3.3 Voluntary alternates, if offered by the Bidder, will not be considered in determining the lowest responsible Bid. However, the Owner reserves the right to accept or reject any or all voluntary alternates, prior to award of contract. 8. Article 6, Paragraph 6,2: Delete this paragraph in its entirety. 9 Article 7, Paragraph 7.1.1: Bond requirement will be an option reserved by the Owner. 10. Article 7, paragraph 7.2.2: Delete "unless otherwise provided, and substitute "unless otherwise acceptable to the owner." . (ECTION 00220 - GEOTECHNICAL DATA • Subsurface Report a. The Owner has had a subsurface investigation performed by a geotechnical consultant, the results of which are contained on the structural drawings. A copy of this report will be provided to invited bidders with bid package. The consultants report presents his conclusions on subsurface conditions, based on his interpretations of the data obtained in the investigation. The Contractor acknowledges that he has reviewed the consultants report and any addenda thereto, and that his Bid for excavation operations, including all necessary rook removal, is based on subsurface condition as described in that report. It is recognized that a subsurface investigation may not disclose all conditions, as they actually exist between the time of a subsurface investigation and the time of excavation operations. In recognition of these facts, this clause is entered in the Contract to provide a means of equitable additional compensation for the Contractor if adveree unanticipated conditions are encountered, and to provide a means of rebate to the Owner if the conditions are more favorable than anticipated, b. At any point in time during excavation operations that the Contractor encounters conditions that are different than those anticipated by the foundation consultants report, he shall immediately (within 24 hours) bring this fac to the Owners attention. Once a fact of unanticipated conditions has been brought to the attention of the Owner, and the consultant has concurred, immediate negotiations will be undertaken between the Owner and the Contractor to arrive at a change in contract price for additional work or reduction in work because of the unanticipated conditions. The Contractor agrees that his stated unit price would apply for additional or reduced work under the Contract. C. The soil investigation report is not intended as representations or warranties of accuracy of continuity between soil borings, and furnished only as a matter of convenience to the Bidder. SECTION 00300 - BID FORM 1. The form of proposal will be furnished separately by the Owner. ECTION 00700 - GENERAL CONDITIONS 1, AIA Document A201, Latest Edition, "General Conditions of the Contract for Construction" are included as part of these specifications some as if herein reprinted in full. a. A copy of AIA A201, may be obtained from Owner Architect, or directly from the American Institute of Architects, 1735 New York Avenue, NW. Washington, D.C. 20006, SECTION 00800 - SUPPLEMENTARY CONDITIONS he following supplements, modify, change, delete from, or add to General Conditions (AIA A201), Where any article of e instruction to Bidders is modified or any paragraph, sub-paragraph, or clause thereof is modified or deleted by these upplemental Instructions, the unaltered provisions of the article, paragraph, sub-paragraph, or clause shall remain in ffect. Article 4, Paragraph 4.2.1: delete and substitute: 4.2.1 All references used throughout these documents requiring the Architect to act, approve, observe or otherwise use his professional judgment regarding this project, will become the sole responsibility of the Owner, who may consult with the Architect on periodic basis as the Owner deems necessary to assure compliance with the Contract Documents. R. Article 7, Paragraph 7.3.6 is further clarified as follows: When the Owner authorizes the Contractor to perform changes or additions involving extra labor and material, and if the Contractor is directed to proceed on the basis of the actual cost of labor and material by Change Order, the following allowances will be allowed for Overhead (including Bond and Insurances) & Profit: (1) For the Contractor: Net 10% (2) Extra work covered by unit prices as requested in the Bid Form, include Contractors overhead nd profit. (3) Superintendents time shall not be included in T & M extra work. 3. Article 8, add Paragraph 8.3.4: 8.3.4 The Contractor shall have no claim for an extension of time unless such time is stated on the face of a written Change Order and approved and accepted in writing by the Owner on such Change Order_ Any attempted reservation by the Contractor of the right to subsequently claim any extension of time not stated on the face of a written Change Order approved and accepted by the Owner shall be null and void. 4. Article 9, Paragraph 9.3.1; add the following: 4 Payment requests must be received by the Owner no later than the 26th day of each month, and must be accompanied by a lien waiver in full for each participating contractor, subcontractor, and supplier seeking payment. Owner will not be required to make any payment without the required lien waivers. 5. Article 9, Paragraph 9.4: Delete in its entirety. 5. Article 9, Paragraph 9.6.1: Delete and substitute: 9.6.1 Upon receipt of Contractor's Application for Payment, Owner will make such payment to the Contractor within 15 days or as soon as practical thereafter. . Article 9, add Paragraphs 9.10.6 and 9.10.7: 9.10.6 Before Owner issues final payment hereunder, the Contractor shall submit to the Owner, (a)an affidavit that all payroll and bills for material and equipment, and, other indebtedness coreected with the work for which the Owner or its property might in any way be responsible, have been paid or otherwise satisfied, (b) the consent of surety to final payment and (c) if required by the Owner, other data establishing payment or satisfaction of all such obligations, such as receipts, releases and waivers of liens arising out of the Contract Documents, to the extent and in such form as may be designated by the Owner. If any Subcontractor and/or Material man refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond, at it's expense, satisfactory to the Owner to indemnify the Owner against such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all monies that the Owner may be compelled to pay in discharging such lien, including, without limitation, all costs and reasonable attorneys' fees. 9.10.7 All waivers and subordination agreements required hereunder shall be in the form acceptable to the Owner. . Articfel 1, delete first paragraph of 11.1.1 beginning with "The Contractor ending with ",„ be liable", and substitute the following: 11.1.1 Prior to the commencement of the Work, Contractor shall procure, and Contractor shall maintain, all insurance required under this Paragraph 11.1.1. Contractor shall require each Subcontractor to provide coverage adequate to protect Subcontractor and it's employees. If the terms of coverage of such policies are unacceptable to Owner, Contractor and/or subcontractor shall revise the coverage or Obtain additional coverage as reasonably requested by Owner. Owner's approval of Contractor's and any Subcontractor's insurance shall not relieve or limit their liability under the Contract Documents. In the event of the failure of Contractor to furnish and maintain such insurance, then the Owner shall have the right, but not the obligation, to take out and maintain such insurance for and in the name of Contractor and Contractor shall pay the cost thereof and furnish all necessary information to permit the Owner to take out and maintain such insurance for the account of Contractor. Contractor shall not allow any Subcontractor to commence work on its subcontract until all insurances required of Subcontractor have been obtained. Contractor shall purchase and maintain such insurance as will protect it from claims set forth below which may arise out of or result from Contractors DIVISION 1 - GENERAL REQUIREMENTS SECTION 01005 - ADMINISTRATIVE PROVISIONS 7 1 2. 3. 3 Work of this Contract comprises general construction, limited structural, plumbing, mechanical, and electrical for a B.J.'s Restaurant Brewery; location as identified on the Contract Drawings. Schedule the work to accommodate Owner's and Landlord's operations during the construction period. Confine operations at the project site to areas permitted by law, ordinances, permits, Landlord's requirements and the Contract Documents and do not unreasonably encumber the site with any materials or equipment. Cooperate and coordinate with other contractors as required in the General Conditions Establish all grades, lines, and levels necessary for execution of work including location of demising lines and any bench marks shown on drawings. a. Verify all grades lines, levels and dimensions shown on the drawings and report any errors or inconsistencies in same to Owner for corrections before starting work. b. Protect all property pins, markers, and monuments from being disturbed. A registered land surveyor at Contractor's expense shall promptly replace disturbed pins, markers, or monuments. Building permit fee, utility connection fees, as well as water and sewer tap and meter fees, shall be paid by Owner Other fees, costs, taxes and sub-contractor permits, licenses shall be paid by General Contractor as part of base bid. For products or execution requirements specified by association or trade standards, comply with requirements o the standard, except when more rigid requirements are specified or are required by applicable code. a. The date of the standard is that in effect as of the bid date, except when a specific date is specified. Manufacturers specifications, recommendations, instructions or other data referenced shall be construed as data contained in manufacturers printed publications current as of the bid date, except when a specific date is specified. Partial Owner Occupancy: Owner reserves right to occupy and to place and install equipment as necessary in completed areas of building before Substantial Completion, provided such occupancy does not interfere with completion of Work. a. Such placing of equipment and partial occupancy shall not constitute acceptance of total Work. b. Owner or Owner's agent to prepare Certificate of Substantial Completion for each specific portion of Work to be occupied before Owner occupancy. C. Obtain Certificate of Occupancy from local building officials before Owner occupancy. d. Mechanical and Electrical Systems: e. Before partial Owner occupancy, mechanical and electrical systems shall be fully operational f. Required inspections and tests shall have been successfully completed. 8. On occupancy, Owner will provide operation and maintenance of mechanical and electrical systems in occupied portions of Building. SECTION 01010 - WORK COVERED BY CONTRACT DOCUMENTS The Contractor shall complete all Work as provided for in Contract Documents including Drawings and Specifications. Anything mentioned in the Specifications and not shown on the Drawings, or shown on the Drawings and not mentioned in the Specifications, shall be furnished and installed as if shown and mentioned in both. The Contractor shall furnish all materials or labor required to complete Work shown on the Drawings and called out in the Specification, to include labor and material requirements reasonably inferable therefrom as being necessary to complete the work, whether each and every single item necessary to completion is specified or detailed or not. The organization of the Specifications into Divisions, Sections and Paragraphs and the arrangement of the Drawings are not intended to control the Contractor in dividing the Work among Subcontractors or to establish the limits and extent of work to be performed by a particular trade. The Contractor alone is responsible for the completion of the entire work as drawn and specified, complete in place and in functional or operating conditions. The division of the Specifications into sections and paragraphs is for convenience only and not for the purpose of limiting or restricting the performance of any portion of the Work to any particular trade. SECTION 01015 - OWNER FURNISHED ITEMS AND EQUIPMENT Owner retains the right to place and install, in coordination with Contractors construction schedule, as many items and/or as much equipment as he may require during the progress of the Work, before completion of the various parts of the Work. This shall not in any way evidence completion of the Work or any portion thereof, nor shall it signify Owner's acceptance of the Work or any portion thereof. Refer to Responsibility List on the diawings for a more complete listing. Categories of Items: a. By Owner. Items shown or noted "By Owner" on the drawings and/or in the specifications shall be furnished by Owner to Contractor/subcontractor for installation by Contractor/subcontractor as part of the construction contract. Contractor/subcontractor shall receive, to the extent of unloading at the job site as required, store and be responsible to the extent of carrying necessary insurance to cover items in case of theft, fire, loss, malicious damage and other miscellaneous damage. Included, but not inclusive, in this category are: 1. Kitchen Exhaust Hood (Hoods) including Exhaust Fans, Motors, Starters, Heaters, Curbs and Fire Suppression System. 2. Restroom mirror and frame. 3. Wall murals. 4. Exterior Menuboard 5. Decorate chandelier at main entry. 6. Revolving Door. b. Not In Contract (NIC): Items shown or noted "(NIC)" on the drawings and/or in the specifications shall be furnished and installed by Owner under separate contract, except as described hereinafter. The Contractor shall receive, unload as required, store, and be responsible to the extent of carrying necessary insurance to cover items in case of theft, fire, loss, malicious damage and other miscellaneous damage. Included, but not inclusive, in this category are: 1. Kitchen and bar equipment, including walk-in cooler/freezer equipment (coils, compressors, etc.) and beer cooler boxes. This equipment shall be furnished, assembled and set in place under separate contract, with fina connection of gas, water, electricity and exhaust devices as shown on the Mechanical and Electrical drawings tce" be accomplished under the General Contract for Construction. 2. All loose furnishings such as booths, table tops, chairs, stools, etc., and interior decor items. 3, Audio system (to include monitor and speaker attachment, cable & pulling cable) 4. Signs and Signage, (Owner installed, wired by Contractor) 5. Telephone system 2. 6. POS System (includes cabling, registers and printers). General Contractor to provide conduit. 7. Stainless steel fabrications including counters, wall panels, and corner guards, furnished and installed by Owners Food Service Contractor with final connections by Contractor. 8. Interior Millwork as noted on drawings. 9. Restroom Doors. 10. Ribbed Glass. Receipt of Items: a. During the course of construction, some deliveries of equipment and miscellaneous items will be made to the job site by common carrier. Contractor shall receive and inspect items for conformance to delivery ticket(s) and for damage. I during receipt any missing or damaged items are observed, Contractor shall: 1. Make notation of any and all discrepancies on the delivery ticket(s). 2. Call delivery carder and advise him of the problem. 3. Call the Owner. Storage: a. Contractor, upon receipt of items furnished "By Owner", shall provide safe and secure storage and shall assume full responsibility for any damage or theft that may occur. SECTION 01029 - CHANGE ORDER PROCEDURES General: The General Conditions of the Contract for Construction, AIA Document A201, governs the work of this Section. Proposal Request a. If the Owner considers a change to the Work, the Owner will issue a formal request for Contractor's proposal for changes to the Contract. The request shall include data identifying the project and these paragraphs: "You are requested to submit a detailed proposal response, within 10 days of the date of issuance of this request, covering the increase or decrease in price and/or any changes in the time for completion attributable to the following possible changes in the work of this contract," b. This request does not authorize contractor to proceed with the above possible changes. If contractors proposal is acceptable to the Owner, a Change Order will be issued authorizing you to proceed. Contactor Response: Respond with formal written proposal referencing Owner's request number, job name, date, specific items requested and indicate total amount of change imposed costs and construction time consideration for each request. Give each numbered request indtvidual response. Do not lump two or more proposals on one response. SECTION 01039 - COORDINATION Coordinate the work of the various separate contractors including those identified as "by Owner' or "Not in Contract" in the drawings and these specifications. Notify the Owner in a timely fashion if a problem develops with the performance of the separate contractors. Coordinate scheduling and work of the various trades to assure efficient and orderly sequence of installation of interdependent construction elements. Verify the utility requirement characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service such equipment. Coordinate space requirements and installation of mechanical and electrical work, which are indicated diagrammatically on the architectural and engineering drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practical. Place runs parallel with fine of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. In finished areas, except as noted otherwise, indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. Coordinate completion and dean-up of work of separate sections in preparation for substantial completion. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with contract documents, to minimize disruption of Owners activities. SECTION 01050 - FIELD ENGINEERING 1. Surveys and Field Engineering a. Surveyor. Employ experienced Civil Engineer or registered Land Surveyor to establish layout, lines, levels and grades, and check Contractors placement of batterboards, grades stakes, and other controls, and to verify same from time to time during progress of construction of Work. Engineer or Surveyor shall be registered in the state of this project. b. Measurements: Before ordering materials or doing any work, verify measurements at site and check same against Drawings. No extra charge vrill be allowed on account of differences between actual dimensions and measurements shown on Drawings. Submit any differences found to Architect for resolution before proceeding with Work. 3. Submittals a. Surveyor Name: Submit name, address, and telephone number of Surveyor or Engineer to Architect before starting survey work. b. Accuracy: Submit to the Architect documentation verifying accuracy of survey work. c. Certification: Submit certificate signed by Surveyor or Engineer, certifying that elevations and locations of improvements are in conformance, or non-conformance, with Contract Documents. Execution a. Inspection: Verify locations of survey control points prior to starting work. Promptly notify Architect of any discrepancies discovered. b. Survey Control PointseProtect survey control points prior to starting site work; preserve permanent reference points during construction. Make no changes without prior written notice to architect. Promptly report to architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons, Replace dislocated control points based on original survey control. c. Survey Requirements: 1. Establish a minimum of two permanent benchmarks on site, referenced to established control points. Record locations, with horizontal and vertical data, on Project Record Documents. 2. Establish lines and levels, locate and lay out by instrumentation and similar appropriate means: a. Grid or axis for structures. b. Building foundation, column locations, and ground floor elevations. SECTION 01070 - CUTTING AND PATCHING 1 Executing, cutting (including excavating), fitting or patching of work, required to: 2. Execute cutting and patching by methods that will prevent damage to other work arid will provide proper surfaces to receive installation of repairs and new work. 3. Employ original installer to perform cutting and patching for exposed finished surfaces 4. Refinish entire surface as necessary to provide an even finish. SECTION 01200 - PRECONSTRUCT1ON MEETING 1. 2. 3. 4. SECTION 01300 - SUBMITTALS 1 2. 5 3. 7, 1. 3, a. b. C, d. e. Make several parts fit properly. Uncover work to provide for installation of ill-timed work Remove and replace defective work. Remove and replace work not conforming to requirements of Contract Documents. Remove samples of installed work as specified for testing. a. Continuous surfaces: To nearest intersection. b. Assembly: Entire refinishing. Owner will administer pre-construction conference for execution of Owner-Contractor Agreement and exchange of preliminary submittals. Owner will schedule meeting at project site for clarification of Contractor responsibilities in use of site and for review of administrative procedures. Attendance: Job superintendent, representative of the Contractor's home office, major subcontractors and suppliers, and Owner representative. Others as appropriate to agenda topics. Suggested Agenda: Review progress schedule and adjustment thereto, delivery schedules, submittal, maintenance of quality standards, pending changes and substitution and ether items affecting progress of work. Contractor shall schedule, organize and chair any subsequent Project Meeting during normal working hours. Deliver submittals to Owners Project Manager, unless otherwise directed. Identify submittals with Contractor's name, project name/location and date of submittal. Make any corrections to the submittal required by Owner and resubmit until approved. Direct specific attention in wrrting to revisions on re-submittals other than the corrections requested by Owner on previous submittals. Construction Schedule a. Within ten (10) days after execution of the Contract or the date of written notice to commence the work, whichever is earlier, submit three (3) copies of a detailed construction schedule for approval. b. Schedule shall graphically show the relationship and interdependence of all activities, necessary to fully complete the work and shall show the sequence in which each activity is to be accomplished. The detail of information shall be such that duration times of activities shall normally range from one (1) to fifteen (15) days. c. Schedule shall give description of each activity, show its duration in calendar days and reference its start and finish dates to calendar dates. Shop Drawing and Samples a. Submit all drawings, diagrams, illustrations, schedules, performance charts, instructions, specifications and other product data illustrating portions of the work as required by the specification sections. Such submittals, whether or not referred to as shop drawings, shall comply with the requirements for shop drawings hereinafter prescribed. Unless otherwise noted in the specifications sections, submit a minimum of three (3) sets of shop drawings. Two (2) sets will be returned to Contractor unless otherwise requested. No drawing will be accepted until all shop drawings have been submitted. b. Unless the precise color and pattern is specifically specified in the specifications sections, and whenever a choice of color or pattern is available in a specified product, submit accurate color and pattern charts and samples for review and selections. c. Review, stamp with Contractor approval, sign and submit within thirty (30) days after execution of the Contract of the date of written notice to commence the work, whichever is earlier, all shop drawings and samples. Shop elrawinas or samples submitted without Contractors approval etarnp will be returned without review. Submit shop drawings and samples in an orderly sequence so as to cause no delay in the work of other contractors. d. Shop drawings and samples will be reviewed and. approved by Owner to determine in general if they are in compliance with the Contract Documents. Such approval shall not relieve Contractor of responsibility for any deviations from the requirements of the Contract Documents nor from the responsibility for errors or omissions in the shop drawings or samples. 0. Do not commence any portion of the work until the submittal has been approved as prescribed herein. All such portions of the work shall be in accordance with approved shop drawings or samples. Schedule of Values a. Submit a schedule of values for various portions of the work within ten (10) days after execution of the Contract or the date of written notice to commence the work, whichever is earlier. Show the amounts of the Contract Sum allocated to each portion of work, on AIA G702. Certificate of Compliance a. Submit in duplicate, certificates of compliance for each product specified, prior to installation of the applicable4 product. b. Certificates of compliance shall include certified laboratory test reports, manufacturers certificates or other evidence sufficient to verify compliance with the products specified. ECTION 01400 - QUALITY CONTROL Perform work in the most workmanlike manner and according to best standard practices. All work shall be free from faults and defects in workmanship. Contractor shall be solely responsible for quality control of the work and shall maintain quality control over suppliers, manufacturers, products, services, site conditions and workmanship, to produce work of specified quality. Testing and inspection, where required by the specification sections, shall comply with the specific requirements o the applicable specification section and the general requirements contained herein. All testing and inspection whether required by the specification section or by laws, ordinances, rules, regulations, codes or orders of any public authority having jurisdiction or whether performed by Contractor for quality control shall be at contractors expense unless otherwise indicated in the Contract Documents. Where specifications sections require testing or inspections by a testing laboratory, engage a reputable, independent testing laboratory specializing in the required services unless the testing or inspection is indicated as furnished by Owner. Testing laboratory shall be approved by the Owner. Secure required certificates of testing, inspection or approval and promptly deliver to Owner. Promptly replace or correct all work found not to be in compliance with the requirements of the Contract Documents and the requirements of any public authority having jurisdiction so as not to delay the work or the work of other contractors regardless of how such failure to comply may be revealed. Replacement and correction shall be expedited as required to maintain interim contract completion dates and the full completion date. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS Field Office: Provide on site office with job telephone, cell phone and fax machine. Toilet Facilities: Provide temporary toilet facilities for use by the contactors employees, all subcontractors' employees and by employees of separate contractors. Facilities shall comply with all local requirements for temporary sanitary facilities. Provide barriers and other precautions as necessary to protect adjacent properties outside the limits of this project from damage from the construction process. Special precautions shall be taken to avoid any damage to existing overhead and underground utilities owned or operated by the Owner or as directed by the Landlord or by public or private utility companies. Provide dumpster for construction waste and waste from equipment and materials provided by Owner. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. Remove debris and rubbish from pipe chases, plenums, and other closed or remote spaces prior to enclosing the space. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust Remove waste materials, debris, and rubbish from site daily and dispose off-site. Provide as directed by the Landlord: temporary water, storage tanks, piping, valves, fittings, hose and hose connections during construction and testing. Provide wiring, fuses; disconnect switches, safety devices, junction boxes, panel boxes, ground fault protections, and transformer if required, in connection with use of temporary electrical service for lighting and power during construction. All items and installations are to conform to the requirements of the National Electric Code, and "Occupational Safety and Health Act of 1970." Temporary generators, if required, are to be included in the Contract Proposal if temporary electric service is not available. Provide, pay for, and maintain all temporary heating facilities required during the progress of the work to protect materials, finished work and equipment against injury from dampness and cold. Temporary heat shall be required Wnen the outside temperature is low enough to damage or affect in any way the performance or quality of any product or material being stored in the building, in any temporary storage area, or any material incorporated into the work. Temporary heat shall also be required when the outside temperature is low enough to significantly slow or hamper the effectiveness of workmen on the job. Provide security and facilities to protect the work and the Owners operation from unauthorized entry, vandalism, or theft. Provide operable fire extinguishing devices in well-marked, accessible locations distributed throughout the project in compliance with governing codes and ordinances. SECTION 01600 - MATERIALS AND EQUIPMENT Where acceptable manufacturers, are listed in the specification sections, obtain materials and equipment in compliance with the requirements specified from one of the manufacturers listed. Components required to be supplied in quantity within a specification sections shall be the same, supplied by same manufacturer and shall be interchangeable. All materials and equipment shall be new, unless otherwise specified, and of first class quality, free from any faults or defects including blemishes, dents, imperfections, rust, and stains. Do not incorporate faulty or defective materials or equipment into the work. Handle and store materials and equipment in accordance with manufacturers' and suppliers' recommendations and store packaged materials and equipment in original, undamaged condition with manufacturers label and seals intact. No substitutions for the materials and equipment specified shall be made unless written approval has be given as required in the General Conditions by Owner. Substitutions will be considered only if Owner receives the advantage of lesser cost with no increase in quality, or earlier completion date or both. SECTION 01 650 - TESTING, ADJUSTING, AND BALANCING OF SYSTEMS 9. 0. 11. 12. 13. 14. SECTION 01700 - CONTRACT CLOSEOUT 1. 2. 3. 5, 2. 4. 5. 2. Test piping systems as required by individual Sections of the Specifications and as required by regulatory authorities having jurisdiction. Balance air delivery systems; heating, ventilating and air conditioning Qualifications: Prior to start of work, submit name of organization proposed to perform services. Designate managerial responsibilities for coordination of entire testing, adjusting, and balancing. Submit documentation to confirm organization and personnel qualifications. Final Reports: Fifteen days prior to Substantial Completion, submit three copies of final reports. Submit reports of testing, adjusting, and balancing which is postponed due to seasonal, climatic, occupancy, or other reasons beyond Contractor's control, promptly after execution of those services. Comply with procedural standards of certifying association under whose standards service will be performed. Notification: Notify Architect three days prior to beginning of testing operations. Forms: Each Form shall: Bear signature of recorder, and that of supervisor of reporting organization. Contractor shall prepare each system for testing and balancing and notify testing organization seven days prior to time system will be ready for testing, adjusting, and balancing. Provide instruments required for testing, adjusting, balancing operations. Make instrements available to Architect to facilitate spot checks during testing. Retain possession of instruments and remove at completion of services. Verify installation of system to be tested is complete and In continuous operation. Verify ambient conditions and related facilities are in full operation. Verification shall be submitted to the Architect in writing. Provide testing in accordance with these Specifications and with requirements of regulatory authorities, test piping systems to pressures and/or water head required for periods required. If leaks are discovered in pipe, fittings and/or accessories, in particular system being tested, repair leaks and repeat procedure until no leaks can be found while system is being tested subject to original requirements. Balancing Air Systems: Balance to quantities shown on the Drawings. Record air quantities at each grille or outlet. Instruments and procedures shall comply with grille manufacturer's recommendations and the latest edition of Sheet Metal and Air Conditioning Contractor's National Association Manual. Air balancing shall be performed, report forms submitted and accepted by Architect before system will be accepted. Water Piping Systems: Water piping systems shall be properly tested to a hydrostatic pressure of one hundred and fifty pounds per square inch (150 psi) gauge minimum, or as required by local regulations, for a period of not less than twelve (12) hours. During this test period, all leaks in pipe, fittings, and accessories in the particular piping system which is being tested, shall be stopped and the hydrostatic test shall again be applied. This procedure shall be repeated until, for an entire twelve (12) hour period, no leaks can be found while the system is being tested and subject to the pressure mentioned above. Sanitary Drains: System shall have all outlets temporarily plugged. The pipes shall be filled with water, testing the system in section, such that no sections shall be tested with less than a ten (10) foot head of water. The same testing procedure shall apply to the downspout piping. If, after twenty-four hours, the level of the water has been lowered by leakage, the leaks must be found and stopped and the water level shall again be raised and the test repeated until, after a twenty-four (24) hour retention period, there shall be no perceptible lowering of the water level of the system tested. During the progress of the work maintain a set of drawings at the project site for preparing record drawings. Neatly record all changes in the work and record specific locations of work shown mathematically on the drawings. In addition, record the following on mechanical and electrical drawings. a. Location of concealed water and electrical services, water piping, sewers, wastes, vents, ducts, conduit, and other piping by indication of measured dimensions to such line from readily identifiable walls or comers of buildings. b. Invert elevations of sewers and top of water lines. Submit the record drawings to Owner for approval with the Punch List and written notice that the work is ready for verification of substantial completion required in the General Conditions. If Owner determines that the drawings are incomplete or incorrect in any way, he will advise Contractor of the required corrections and Contractor shall promptly submit corrected drawings. Record documents shall be delivered to Owner prior to final payment for the work. Prepare three (3) complete sets of manuals containing the manufacturers instructions for operation and maintenance of each item of equipment, apparatus and operational system furnished under the Contract and any additional data specifically required in the specification sections. a. Manuals shall be bound with covers of durable material, arranged in the sequence of the specification sections and shall include the following: b. C. 1. Neatly typewritten index. 2. Complete instructions regarding operation, service and maintenance including lubrication, disassembly, and reassembly. 3. Complete nomenclature of all parts and part numbers of all replaceable parts. 4. Complete list of sources to be contacted for service and replacement parts including names, addressees and all other pertinent data regarding procurement procedure. 5. Copy of all required guarantees and warranties. 6. Manufacturer's bulletins, cuts, and description data clearly indicating the precise items included in this installation and deleting, or otherwise clearly indicating, all manufacturers' data with which this installation is not concerned. 7. Any other data required in the specification sections. The operating and maintenance manuals shall be delivered to the Owner prior to final payment for the work. If requested by Owner, give physical demonstrations and oral instructions for the operation of equipment, apparatus, and operational systems furnished under the contract. Such demonstrations and instructions shall be given to Owner and/or others as Owner may choose. In addition to the information listed in Item 3 above, the Contractor shall include in the project manual the following: a. General Contractor's 1-year written guarantee. b. All final lien waivers. C. Copy of Certificate of Occupancy. d. Copy of signed off permit card. e. List of subcontractors with names of contact person and phone numbers. f Soil poisoning warranty. g. Roof warranty. h. All test results (soils, concrete, etc.). i. As-built drawings. Assemble all guarantees, warranties and assignments thereof as required by the General Conditions and the specifications sections. The guarantees, warranties and assignments shall be delivered to the Owner prior to final payment for the work. SECTION 01710- CLEANING All cleaning shall be the responsibility of the Contractor unless specifically noted otherwise. Maintain premises and public properties free from accumulations of waste, debris and rubbish caused b operations. At completion of work, remove waste materials, rubbish, tools, equipment, machinery and surplus materials and clean all sight exposed surfaces; leave project clean and ready for occupancy. Maintain project in accord with Occupational Safety & Health Act of 1970, as amended, in terms of clean up. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. a. Do not bum or bury rubbish and waste materials on project site. b. Do not dispose of volatile waste such as mineral spirits, oil or paint thinner in storm or sanitary drains. During Construction a. Execute cleaning to ensure that roadway, walks, ground and public properties are maintained free from accumulations of waste materials and rubbish, b. Wet down dry materials and rubbish to lay dust and prevent blowing dust. c. Provide on-site containers for collection of waste materials, debris, and rubbish. d. Remove waste materials, debris and rubbish from site and legally dispose of at public or private dumping area off Owners property. 1. Accumulation of loose material, trash, rubbish, and debris will not be permitted. 2. Each contractor shall be required to dispose of waste materials on a regular basis. Final Cleaning a. In preparation for occupancy, conduct final inspection of sight-exposed interior and exterior surfaces and of concealed spaces. b. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign material from sight-exposed interior and exterior finished surfaces; polish surfaces so designated to a shiny finish. C, Repair, patch, and touch-up marred surfaces to specified finish, to match adjacent surfaces. d. Remove all foreign materially from roof and site area. e. Perform all final cleaning, including the following: 1. Employ experienced workmen or professional cleaners for final cleaning. 2. Wash and clean all glass, removing labels and paint. 3. Broom clean paved surfaces; rake clean other surfaces of grounds, 4. Clean all floors or dirt and dust. f. Respective contractors shall perform cleaning of their equipment g. All strainers and floor drains in respective pipe work shall be cleaned h. Replace burned out or inoperative lighting lamps. i. Owner will assume responsibility for cleaning as of time designated on Certificate of Final Acceptance or Conditional Acceptance or partial occupancy, whichever is first, for Owners acceptance of Project or portion thereof. SECTION 02200 - EXCAVATION, BACKFILLING, COMPACTION, AND GRADING The following are general guidelines for excavation, backfilling, compaction and grading. The contractor shall follow the specific recommendations made in the soils report and/or construction documents. When not specifically addressed in the aonstruction documents, contractor shall comply with the provisions herein. Excavate for footings; foundations structures, utilities, etc. to indicated depth. All excavation shall be assumed as earth. a. b. a. Trim bottoms to leave solid, undisturbed base for concrete placement. See Soils Report for bearing capacity. All foundation excavation shall be kept dry, and protected from freezing. Correct unauthorized excavation in a manner acceptable to Owner. Excess earth not required for backfill shall be removed from site. General Contractor responsible for topsoil placement and raking to grade. Compact backfill to density of adjacent soil, as follows, whichever is greater: (Refer to Soils Report for other recommendations). Compact soil to not less than the following percentages of maximum density for soils, which exhibit a well- defined moisture density relationship (cohesive soils) determined in accordance with ASTM D1557: and not less than the following percentages of relative density, determined in accordance with ASTM 02049, for soils which will not exhibit a well-defined moisture-density relationship (cohesionless soils). Inside Building: Compact top 8 inches of existing surface and each layer of backfill of fill material to 96 percent maximum density (Standard Proctor) for cohesive soil or 98 percent relative density (Standard Proctor) for cohesionless soils. Other Areas: Compact 8 inches of existing ground surface and each layer of backfill of fill material to 90 percent maximum density (Standard Proctor) for cohesive soils or 85 percent relative density (Standard Proctor) for cohesionless soils. Where soil materials must be moisture conditioned before compaction, uniformly apply water to surface, Prevent free water from appearing on surface of soil materials during or subsequent to compaction operation. Remove and replace, or scarify and air dry soil material that is too wet to permit compaction to specified density. Backfill and fill materials a. Sand or sand on gravel at engineered (clean) earth fill shall be used under floor slabs on-grade, to underside of crushed stone underlayment b. Earth materials taken from the excavation operations and stockpiled on site as acceptable fill material, capable of meeting the specified compaction requirements, shall (be used as fill material in areas outside the building. 1) Only 1-inch washed gravel, pea gravel or sand shall be used in utility trenches, to top of subgrade. C. Existing paving, organic material or existing soils shall not be used for filling under building slabs or for filling under pavement d. Granular fill under slabs on grade shall be No. 57, 6, or 67 crushed stone per ASTM D448. e. Remove rock or gravel larger than 2 inches in any dimension, debris, waste, obstructions, and deleterious matter from ground surface prior to placement of fills. SECTION 02281 TERMITE CONTROL 1. 6. 1. 2. 3. 5. Provide soil treatment within and 5'-0" beyond new building limits by licensed pest control company, to comply with local jurisdiction. a. Provide certificate of application to Owner. Use an emulisible concentrate termicide for dilution with water, specially formulated to prevent infestation by termites. Fuel oil will not be permttted as a dilutant. Provide a solution consisting of one of the following chemical elements and concentrations. a. Chlorpyfifos (Dursban TC); 1.0 percent water emulsion, b. Permathrin ("Dragnet", "Torpedo"); 0.5 percent in water emulsion, Other solutions may be used as recommended by Applicator if also acceptable to architect and approved for intended application by jurisdictional authorities. Use only soil treatment solutions that are not injurious to planting. Apply toxicant 12 hours prior to installation of vapor barrier under slab on grade or finish grade outside foundation walls. Apply toxicant using metered applicator, per manufacturer's instructions,7,ut not less than the amounts as follows: a. b. C' Under floor slab on grade: One to one and a half gallons per 10 sq. ft. Both sides of foundation walls: One gallon per 2.5 cubic feet to top of footing. Soil within 5 feet of building perimeter. One gallon per 2.5 Cu. ft Apply extra treatment to structure penetrations, pipe, ducts, and other soil penetrations. Coordinate soil treatment at foundation perimeter with finish grading to prevent disturbance of treated soil. Re-treat disturbed treated soil. DIVISION 3 - CONCRETE SECTION 03300 - CAST IN PLACE CONCRETE Cast-in-place concrete work including all labor, tools, material, equipment and services necessary to properly place and complete all interior and exterior cast-in-place concrete, formwork, reinforcement, joints and embedded items, finishing, curing and concrete testing. Unless otherwise shown or specified, the work shall conform to the following standards of the American Concrete Institute. Ad I 214, Recommended Practice for Evaluation of Strength Tests Results of Concrete. AC1 306R, Cold Weather Concreting ACI 315, Manual of Standard Practice for Detailing Reinforced Concrete Structure. ACI 318, Building Code Requirements for Reinforced Concrete. ACI 347, Recommended Practice far Concrete Formwork. AC! 305R, Hot Weather Concreting. Ad I 211.1, Standard Practice for Selecting Proportions for Normal, Heavyweights and Mass Concrete, AC1 304R Guide for Measuring, Mixing, Transporting and Placing Concrete. Materials: a. Portland Cement: ASTM C150; Type 1 b. Aggregates ASTM C33 0, Water Clean, fresh, and potable ' d. Air Content 5% to 8% e. Air entrainment admixture ASIAN C260, No other admixtures, including calcium chloride and fly ash are permitted. f. Reinforcing steel: 1. Bars: ASTM A615, Grade 60 (Grade 40 for stirrups and ties) 2. Fabric: ASTTA A185 g. Curing compound: ASTM C309, Type 1, Class A, Sonneborn "Kure-N-Seal" or equal; two coats for exposed concrete floors. h. Control joints filler: ASTM D1751, J & P "Tex-Lite Fiber or equal, 1/2" thick. i. Forms: Steel, wood or other suitable material of size and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal. Use straight forms, free Of distortion and defects. Use flexible spring steel forms or laminated boards to form radius bends as required. Coat form with a non-staining form release agent that will not discolor or deface the surface of the concrete. Vapor Barrier: Polyethylene sheet, ASTM D2103, 6 mu. thick. Grout "Masterflow 928' by Master Builders or equal. k. 4. Concrete Mix d. e. a. Ready mixed per ASTM C94. Fly-Ash will not be allowed. b. Strength - per construction plans or minimum as follows: 1. Building = 3,000 psi @ 28 days 2. Exterior (exposed) e 4,000 psi @ 28 days c. Slump: 1. 5-inch maximum for general use. 2. 3-inch maximum for flat work. Air entrainment: 5% by volume, +/-1%. Provide mix design to Owner for review. Verify lines, levels, and measurement before proceeding with formwork. Coordinate work of other sections in forming and setting openings, slots, recesses, chases, sleeves, bolts, anchors, and other inserts. a. Exposed corners shall be chamfered 3/4" unless shown otherwise. Place, support, and secure reinforcement against displacement per ACI 315. Install vapor barrier under interior floor slabs on fill. Lap joints minimum 6-inches and seal. Do not disturb vapor barrier while placing reinforcement a. Coordinate the installation of joint material and moisture barriers' with placement of forms and reinforcing steel. Deposit concrete, continuously, or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. If a section connate-Weed continuously, provide construction joints. Deposit concrete as nearly as practical to its 1- rteeelticS.Faoid u r P Ceop 0‘iti) AP I S W23 ee Ae, SECTION 04860 - EXTERIOR STONE VENEER (SLATE) 9. 10. Section includes a. Exterior Slate Wall tile b. Installation materials and methods Reference Standards a. Tile Council of America (TCA): Handbook for ceramic tile installation, standard Manufacturer IstG WIL a. The drawings were prepared and portions of this specification written on the basis of using the products of American Slate Company, Walnut Creek, CA. and Laticrete International, Inc., Bethany, CT. Submit qualification data for stone contractor, including a list of completed projects. Environmental requirements: • Slate: ASTM C 629, Classification I Exterior, Color, Size and Finish as noted on drawings. Setting Materials: a. b. C, d. Expanded Metal Lath: ASTM C 847, 3.4 lb/sq. yd., galvanized, self-furring, diamond-mesh lath. Thick-Bed Mortar L_aticrete 226 Mortar mixed with Laticrete 3701 Mortar Admix. Thin-Set Adhesive: Laticrete 254 Platinum Multi-Purpose Thin-Set Mortar Grout Laticrete 1600 Series, Tri-Poly fortified un-sanded grout. Color as nOted on drawings. Setting Stone Veneer Construct a sample wall panel approximately 48 inches by 48 inches, to demonstrate aesthetic effects and set quality standards for materials and execution. Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen setting beds. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. 1 0 4 a. Minimum air temperature of 40 degrees F (4 degrees C) prior to, during and for 48 hours after completion of work; and b. Cold Weather requirements: IMIAC (international Masonry Industry All-Weather Council) - Recommended Practices and Guide Specifications for Cold Weather Masonry Construction. C. Hot Weather Protection: Protect Masonry construction from direct exposure to wind and sun when erected in ambient air temperature of 99 degrees F in shade, with relative humidity less than 50 percent ner the requirements set forth in ACI- 530.1, Section 1.8. a. Accurately mark stud centerlines on face of building paper or building wrap before beginning stone installation. b. Execute stone masonry veneer by skilled masons experienced with the kind and form of stone and installation method indicated. Arrange stones for good fit, in pattern indicated, C, Maintain uniform joint widths of 318 inch, except for variations due to stone size variations and minor variations required to maintain bond alignment d. Install concealed flashing and weep holes at shelf angles, lintels, ledges, and similar obstructions to downward flow of water. e. Install lath over sheathing and asphalt-saturated felt by fastening through sheathing into framing to comply with ASTM C 1063. f. Install 3/8-inch thick slurry bond coat of Mortar mix over metal lath, g. While slurry bond coat is wet, spread the Mortar and compact well. h. Apply a bond coat of Thin-Set adhesive to the Mortar base. I. While the Thin-Set adhesive is wet, place the tile and tap units into place, completely filling space between units and base coat. j. Rake out joints for pointing 1/4 inch deep. k. Once tile has set completely, remove spacers and debris in grout joint e and remove dust and dirt using a wet sponge. I. Dampen tile surface with water and spread grout with firm rubber grout float. Work grout paste into joints until completely filled. Use diagonal strokes to pack joints. m. Tool joints, when grout is thumbprint hard, with a smooth jointing tool to produce joint profile indicated. DIVISION 5 METALS SECTION 05120 - STRUCTURAL STEEL 4. 7. 3 Code and Standards; AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings" including "Commentary"; AWS "Structural Welding Code", comply with applicable provisions except as otherwise indicated, Shop Drawings: Show complete details and scheduled (if required) for fabrication, assembly and erection, Furnish anchor bolts required for installation in other work; furnish templates far bolt installation. Steel Plates, Shapes, Bars: ASTM A36. Cold-Formed Steel Tubing: ASTM A500, Grade B. Steel Pipes: ASTM A53, Type E or S, Grade B, Schedule 40 unless otherwise noted. Fasteners: High-strength bolts and nuts ASTAA A325 or A490; unfinished bolts and nuts, ASTM A307, Grade A rivets, ASTM A502, Grade I. Shop Paint: FS TT-P-86, Type II; or SSPC-Paint 14. Fabrication: Comply with AISC "Specifications" and final shop drawings. Mark and match-mark units for field assembly. Connections: As shown on final shop drawings, Use high-strength bolts for field connections, except as otherwise indicated. Comply with AWS Code for procedures, appearance and quality of welds. 10. Provisions for Other Work, Fabricate structural steel members to provide holes for securing either work and for passage of other work through steel framing as indicated. 11. Shop Painting: Paint structural steel work, except members or portions of members embedded in concrete or mortar, and contact at areas to be welded or riveted. Clean steel free of loose mill scale, rust, oil, and grease. Apply prime paint to provide a minimum dry film thickness of 2.0 mils. 12. Erection: Comply with AISC Code and Specification, and maintain work in safe and stable condition during erection. Provide temporary bracing and shoring as required; remove when final connections placed. a. Set base plates on cleaned bearing surfaces, using wedges or other adjustments as required. Solidly pack open spaces with commercial non-shrink grout. b. Splice members only where shown on final shop drawings. C, Touch-up prime paint after erection. Clean field welded, bolted connections and abraded areas, and apply same type paint as used in shop. 13. Reference structural drawings for balance of notes. SECTION 05500 - METAL FABRICATIONS 5. 7, 10. 11. 12. 13. 14. 15. Work includes miscellaneous shop fabricated ferrous metal items, including but not limited to: a. b. C, d. Materials a. b. 0. d. e. f. 9. h. Loose steel lintels Miscellaneous framing, supports and trim Stainless Steel Handrails Steel roof deck panels Steel Sections: ASTM A36. Steel Tubing: ASTM A500 or ASTM A501. Stainless Steel: Type 304 (18-8), ASTM A269; Satin polished finish. Steel Pipe: ASTM A53, Grade B, standard weight (Schedule 40). Malleable Iron Castings; ASTM A47, Botts, Nuts, and Washers. ASTM A307. Welding Materials: ASW D1.1; type required for materials being welded. Primer SSPC-Paint 2, for shop application and field touch-up. Steel Deck Panels: ASTM A446 with 090 galvanized coating, steel ASTM A611, Grade C, Shop Primed. Fabrication: a. b. C. d. e. Verify dimensions in field prior to shop fabrication. Fabricate items with joints tightly fitted and secured. Fit and shop assemble in largest practical sections, for delivery to site. Prime paint items schedule to provide a uniform dry film thickness of 2.0 mils. Stainless Steel Railings: 1. Components a. Rails (Horizontal): Fabricate rails from stainless steel tubing with nominal size of 1-1/2 inches. Refer to details on drawings. b. Post (Vertical): Fabricate post from stainless steel fiat bars with nominal size of 1/4 inch by 1-1/2 inch. refer to details on drawings, C. Fittings: Fittings shall be of wrought material of stainless steel. System shall be welded construction with no weld marks visible when the fitting is installed. d. Brackets: Stainless steel. 2. Design Requirements: Fabricate railing assembly, wall rails and attachments to ASTIVI E985. DIVISION 6 - WOOD & PLASTICS SECTION 06100 - CARPENTRY Framing Lumber: American Softwood Lumber Standards PS20, S45, 19% maximum moisture content, with the following minimum working stresses. Bending (fb) = 1500 psi Horizontal Shear (fv) = 95 psi Compression Perpendicular to Grain (fc) = 390 psi Modulus of Elasticity (E) = 1,500,000 a. Members in contact with concrete, masonry, or roof shall be preservative treated, AWPB LP-2. b. Fire retardant treated lumber. AWPA C20. Plywood: PS1, factory marked with appropriate APA trademark Wafer or particle board is not acceptable. Protect all plywood from moisture by use of all required waterproof covering until the plywood has in turn been covered with the next succeeding component of finish. . Wall sheathing: APA rated sheathing, 32 16, Ye Dens-glas gold, Exposure I. b. Interior wall blocking: APA B-ED rated utility panel, 5/8" nominal, interior, Group 2. ad Building felt: ASTM D22., N aspha satura • Nails, Spikes, and Staples: Galvanized for exterior locations and treated wood; plain finish for other interior locutions; size and type to suit application. Bolts, Nuts, Washers, Lags, Pins, and Screws: Medium carbon steel, sized to suit application, galvanized for exterior locations and treated wood, plain finish for other interior locations. Fasteners: Toggle bolt type for anchorage to hollow masonry. Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolts or power activated type for anchorage to steel. Erect furring, stripping, plywood backing and nailing members true to lines and levels. Do not deviate from true alignment more than 1/4 inch. Comply with NFPA National Design Specification for Wood Construction recommendations for sizes and openings of members, nailing schedule, and for framing openings if sizes, spaces, or opening framing are not indicated. Provide blocking for support of wall mounted cabinetwork, hardware, toilet partitions, urinal screens, toilet accessories, and plumbing fixtures unless other means of support is indicated. 10. Do not splice structural members between supports. SECTION 06200 - FINISH CARPENTRY 1 Softwood Lumber Graded in accordance with the requirements of AVVI Quality Standards; maximum moisture content of 6 percent for interior work and 10 percent for exterior work. 2. Softwood Plywood: Graded in accordance with AWI Quality Standards; exterior material of Birch Veneer, paint grade veneer, or plastic laminate as indicated. 3. Plastic Laminate: NEMA LD-3; GP-50 for horizontal and vertical surfaces over marine plywood CL-20 for backing and unexposed surfaces. Nails: Size and type to suit application, Bolts, Nuts, Washers, Lags, Pins, and Screws: Size and type to suit application. Interior Wood Trim: a. General: Work solid stock to patterns shown. Standard shape materials shall conform to patterns indicated ir current grading rules for the species. b. Interior Wood Trim: 1, General Use (Paint): "C" Select Grade White Pine 2. Natural Finish (Stain): Clear, plain sawn, Red Oak, AWI, Grade I. C. Interior Finish Plywood: 3/4 inch APA A-B, Red Oak Veneer, Group 1, Exposure 1, Interior Plywood d. Frames: Same as for exterior wood trim. e. Shelving: 3/4-inch AB Grade Red Oak Veneer plywood with exposed edges edge banded. h. Nails: FS FF-N-103c and FF-N- 105a. i. Screws: FS FF-S-11 lb. f. Lag Screws and Bolts: FS FF-B-561, type and grade best suited for purpose used. g, Toggle Bolts: FS FF-B-588b. Exterior Wood Trim: a. Solid wood: For opaque or satin finish, select grade, smooth, white pine, redwood, or red cedar, location as indicated on plan. b. Plywood: Smooth finish cedar plywood. C. Exterior Wood Trim: Contractor's option: Redwood S4S #1, Cedar 545 #1. Fabricate finish carpentry and cabinetwork items in accordance with AVVI Quality Standards 'Custom Grade', and Section 400 of the AWI Guide. Shop fabricate items where possible. Apply plastic laminate finish in full-uninterrupted sheets consistent with manufactured sizes. Corners and joints to be hairline. Cap exposed plastic laminate edges with material of same finish and pattern. Use exposed fastening devices or nails only when unavoidable, Sand work smooth and set exposed nails and screws, Eliminate hammer marks and other defects. Apply wood filler in exposed nail and screw indentations and leave ready to receive site applied finishes. Set and secure finish carpentry and caoineiwork items in place, rigid, plumb, and square. Install and adjust cabinet hardware to correct operation. Finish woodwork shall be set straight, plumb or level, closely fitted and rigidly fastened. Nail heads of exposed work shall be set for putty and other fasteners shall be concealed. Joints shall be tight and formed to conceal shrinkage. All trim shall be mitered; no butt joints permitted interior corners shall be coped. Install doors plumb, true and fitted properly. Leave in perfect working order. Warped doors will be rejected and shall be replaced. Neatly mortise, drill, and anchor all hardware. Conceal fasteners wherever possible. Where not possible, locate them in an inconspicuous place. Where nails or screw attachment occurs in woodwork face, countersink, putty and sand smooth, Carierseurgess CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 03.11.2008 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: 4 CITY BUILD CMNTS 02 SHEET CONTENTS: SPECIFICATIONS MAN 1 7 2008 CENTER SHEET NUMBER: 11/30/07 01 /25/08 03/11/08 aft a AAPVI"M•Wa Ibeham Lam ECTION 06255 - FIBERGLASS REINFORCED PANELS a. b. C. d. e. FRP panel: 48" wide, 3/37 thickness, 'white unless noted otherwise. Approved Manufacturers: a. Kemlite b. Martite FRP Accessories 1. a. All moldings, trim, adhesive and other accessories shall be as manufactured and recommended by the same • manufacturer as panels. Sealant a. One part Silicone Rubber, ASTM C920 and FS TT-S-001543A, FDA approved, or as recommended by FRP manufacturer. b. Color Clear to translucent Install panels over water resistant drywall in strict accordance with manufacturers recommendations, using non- flammable adhesive (100% coverage). a. Drywall must be installed (and all joints taped) floor to ceiling to provide a good bondable surface to accept installation of FRP panels. Discard units of material which are unsound, warped, bowed, twisted, improperly treated, or too small to fabricate, work with minimum of joints or optimum jointing arrangements, or which are of defective manufacture with respect to surfaces, sizes, or patterns. Scribe and cut work to fit adjoining work. a. a. b. C. d. e. a. b. C. d. Caulk all joints and all rnouldings with silicone sealant b. Panels to be applied to the wall with the 48" dimension horizontal, and in lengths to extend from base to ceiling with no interrnediate horizontal joints. C. Install the work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8' in 8'-0" for plumb and level, and with 1/16" maximum offset in flush adjoining surfaces. !VISION 7 - THERMAL AND MOISTURE PROTECTION ECTION 07210 - BUILDING INSULATON Batt Insulation: Pre-forrned glass fiber batt blankets with foil face membrane covering; per ASTM C665, Type III; densities of not less than 0.5 lb. per cu. ft. for glass fiber units, K-value of 0.27; flame spread of 25 or less, ASTM E84 (Class A), 6" (R-19) unless otherwise noted. Certainteed Corp. Schuller International Owens-Corning Fiberglass Corp. United States Gypsum Co. Knauf Fiberglass Perimeter Insulation: Rigid, cellular thermal insulation with closed-cells and integral high density skin, formed by the expansion of polystyrene base resin in an extrusion process to comply with ASTM C578 for type indicated; with 5-year aged R-values of 5.4 and 5 at 40 and 75 deg. F (4.4 and 23.9 deg, C.) respectively, 1" thickness unless otherwise noted. Dow Chemical Co., - Styrofoam SM Owens-Corning - Foam ular 250 Diversifoam Products - Certifoam SE Amoco Foam Products - Arnofoam CM Sound attenuation insulation: USG "SAFB", 2.5 pound/cu. ft. density, 3-1/2 inches thick, no substitution. Installation accessories and adhesives shall be as recommended by insulation manufacturer for type of applicatior and condition of substrate. Install bait insulation in accordance with manufacturer's instructions. a. Place bait insulation in partitions tight within spaces, around cut openings, behind and around electrical and mechanical items within or behind partitions and tight to items passing through partitions. b. Trim insulation neatly to fit spaces. Fill gaps or voids with insulation, C. Install insulation with factory applied membrane facing warm side of building spaces. Secure rigid insulation to substrate surfaces Stagger joints 6" where multi-layered. Cut and shape to sub state conditions. ECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEMS Section includes Exterior Insulation and Finish System applied over exterior sheathing. References a. ASTM C578: Rigid Cellular Polystyrene Thermal Insulation. b. UL723: Test for Surface Burning Characteristics of Building Materials. System Description: EIMA Class PB System Conform to applicable code of system fire resistance and flame/smoke ratings for finish system. Finish Materials a. Insulation: Extruded polystyrene insulation board shall meet ASTM C578, Type VI, and Federal Specifications #HH-1- 524-B, Type 1, Class A, with a flame spread of less than 25 according to Underwriters Laboratory Test Method UL- 723. Polystyrene board shall have a density of 1.0 lbs. Per cu. Ft. and a K value equal to 0.23 per inch. Thickness shall be as minimum 1 %" or as shown on drawings. In addition, all insulation board shall be aged (air dried) for a period of six weeks before use. Insulation board shall be square to within 1/32" per ft., with a thickness tolerance of +1/16 b. Primer / Adhesive / Joint Tape: As recommended by manufacturer to completely bond EPS foam board to substrate system and provide moisture resistant membrane. C. Portland Cement: ASTNI C-150, Type 1 d. Reinforcing Fabric: Manufacturer's standard, balanced open weave glass fiber fabric made from twisted multi-end strands, specifically treated for compatibility with finish materials. e. High Impact Reinforcing: Manufacturer's standard, heavy duty glass fiber reinforcing mesh. f. Finish: EIMA Class PB, 100 percent, acrylic based coating, integral color as selected by Owner. Finish Application: Install all materials in complete accord with system manufacturer's printed specifications and/or recommendations. Trowel apply join taping and moisture resistant membrane to exterior sheathing surface. Insulation: Apply insulating board to backing surface by full 1/8 inch beads of adhesive run vertically to achieve full bond. Insulation shall be applied in largest pieces possible, run horizontally per manufacturer's design standards. High Impact Reinforcing Fabric: Embed high impact reinforcing fabric in a 1/8 inch bed coat of adhesive fully, so mesh pattern is concealed. Apply high impact fabric throughout work to all areas below 8'-0". Reinforcing Fabric: Wait a minimum of 24 hours after completing high impact fabric, then embed reinforcing fabric in a bedding coat of adhesive applied to all insulation board and over previously installed high impact reinforcing areas. Apply adhesive thick enough to ensure no fabric is exposed. Finish Coating: Apply the finish coating over reinforcing fabric_ Finish shall be troweled tight and floated to approved finish_ ECTION 07552 - MODIFIED BITUMINOUS MEMBRANE ROOFING nstallation standard: NRCA/ARMA's "Quality Control Recommendations for Polymer Modified Bitumen Roofing." rovide standard manufacturer's written warranty, without monetary limitations, signed by roofing system manufacturer agreeing to promptly repair leaks resulting from defects in materials or workmanship for the period of 12 years, with flashing endorsement. Roofing shall be per Landlord's specification and installed by Landlord's contractor. oofing Materials (if installed by BJ's) a. U. S. Intec specification "GBFR-2B-RI," two-ply roofing system, insulation and base sheet mechanically attached, with heat welded atactic polypropylene (APP) Modified Bitumen Cap Sheet; UL Class A rating and Factory Mutual 1-90 wind classification. b. Cap Sheet APP Modified Bitumen Cap Sheet Intec GBSP-4FR, white granular surface, heat weld applied. 1. Compound: Atactic Polypropylene (APP) Modified Asphalt. 2. Reinforcement: Non-woven polyester one hundred seventy (170) grams per square meter. 3. Weight One hundred five (105) pounds per one hundred (100) square feet. 4. Thickness: One hundred seventy-seven (177) mils. 5. Application: Torch. 6. Surfacing: Mineral. C. Glass Fiber Base Sheet: Intec/Perrnaglas Ultra Base: 1. Asphalt saturated glass mat conforming to ASTM D 4601 Type II, 2. Underwriters Laboratories Type G-2. 3. Weight Twenty-three (23) pounds per one hundred (100) square feet. (Approximately). 4. Application; Mechanically fastened. d. Flexible Flashing: lntec SP-4: I. Modified bitumen flashing membrane. 2_ Compound: Atactic Polypropylene (APP) Modified Asphalt. 3. Reinforcement: Non-woven polyester one hundred (170) grams per square meter. 4. Weight: Eighty-eight (88) pounds per one hundred (100) square feet 5. Thickness: One hundred fifty-seven (157) mils. 6. Application: Torch. 7. Surfacing: Smooth. e. Walkway Pads: Additional layer of Cap Sheet torch applied to surface in locations designated on drawings. f. Asphalt Primer ASTM D41. g. Flashing Membrane: Intec GBSP-4FR. h. Flashing Strip In: Intec SP-4. I. Cant Strips: ASTM 0417 Perrnalite rigid insulation board, cut into 4 inch cross section as detailed. Roofing Insulation (if installed by BJ's) a. Two layers of 11/2 inch thick "Usiso° roof insulation, glass fiber reinforced polyisocyanurate foam roof insulation (R-20), by U. S. Intec, Inc., Port Arthur, Texas. Run second layer perpendicular to first Provide tapered insulator. to form counter slopes to drains. b. Fabricate tapered insulation with slope of % inch per 12 inches (1:48), unless otherwise indicated. Accessories (if installed by BJ's) a. Mechanical Fasteners 1. U. S. Intec, #12 coated drill point (CDP), alloy steel fasteners. 2. U. S. Intec, 3-inch metal stress plates, 26 gauge, galvalume. b. Vents: Adjustable Mvent: Point zero six four (.064) spun aluminum vent with santoprene boot, primed and pre-flashed with APP modified bitumen membrane, manufactured by MWeld, Inc. c. Pitch Pans: M-curb System, structural urethane outer shell, bonded to roof surface, filled with 2-inch thick urethane rubber sealant, as manufactured by MWeld, Inc. Installation (if installed by BJ's) a. U. S. Intec, Inc.: 'Modified Bitumen Roofing Systems Specification Manual', latest edition governs the work of this section. b. Secure thermal barrier with at least 1 fastener for each 4 sq. ft. (0.38 sq. m) and at least 2 fasteners per board. c. Mechanically fasten each layer of insulation to deck with at least 1 fastener for each 4 sq. ft. (0.38 sq. m) and at least 2 fasteners per board. d. Install one lapped base-sheet coarse, using manufacturer's disc plates and fasteners per manufacturer's standards. e, Base Flashing: Install base-sheet backer and modified bituminous membrane base flashing and secure to substrate. f. Fleshings: Install fleshings in accordance with U. S. Intec specifications and instruction, and regulatory requirements. .7. 7. 13. 1 SECTION 07620 - SHEET METAL FLASHING AND TRIM 4. 3. 4. 5. a. a. Zinc-Coated Steel: Commercial quality with 0,20 percent copper, ASTM A526, except ASTM A527 for lock- forming, G90 hot-dip galvanized, mill phosphatized for painting; 24 gauge, except as otherwise indicated. Solder: For use with steel, provide 50-50 tin/lead solder, ASTM B62 with rosin flux. Fasteners: Same metal as flashing/sheet metal or other noncorrosive metal as recommended by sheet manufacturer. Match finish of exposed heads with material being fastened. Bituminous Coating: SSPC-Paint 12, solvent type bituminous mastic, nominally free of sulfur, compounded for 15- mil. dry film thickness per coat. Roofing Cement: ASTM 04586, asphaltic. General Metal Fabrication: Shop-fabricate work to greatest extent possible. Comply with details shown, and with applicable requirements of SMACNA 'Architectural Sheet Metal Manual' and other recognized industry practices. Fabricate for waterproof and weather resistant performance, with expansion provisions for running work, sufficient to permanently prevent leakage, damage, or deterioration of the work. Form work to fit substrates. Comply with material manufacturer instructions and recommendations for forming material. Form exposed sheet metal work without excessiveaoil-canning, buckling, and tool marks, true to line and levels indicated, with exposed edges folded back to form hems. a. Fabricate non-moving seams in sheet metal with flat-lock seams. For metal other than aluminum, trim sides to be seamed, form seams and solder. Form aluminum seams with epoxy seam sealer rivet joints for additional strength where required. b. Where tapped or bayonet-type expansion provisions in work cannot be used, or would not be sufficiently water-weatherproof, form expansion joints of inter-meshing hooked flanges, not less than 1 inch deep, filled with mastic sealant (concealed within joints). C. Where movable, non-expansion type joints are indicated or required for proper performance of work, form metal to provide for proper installation of elasticmeric sealant, in compliance with SMACNA standards. Comply with installation instructions and recommendations of SMACNA 'Architectural Sheet Metal Manual.' Anchor units of work securely in place, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams which will be permanently watertight and weatherproof. Clean exposed metal surface, removing substances which might cause corrosion of metal or deterioration of finishes. SECTION 07920 - SEALANTS AND CAULKING Sealant Type 1: One component, acrylic latex, for interior non-moving joints. a. Sonneborn: "Sonolac" or equal. Sealant Type 2: One component urethane, gun-grade, non-sag, for interior or exterior concealed moving joints, thresholds end architectural sheet metal. a. Sonneborn "NP1" or equal. Sealant Type 3: Multi-component urethane, gun-grads non-sag, for interior or exterior exposed moving joints (other than pavements), door and window frames, and other weathertight locations. a. Sonnebom "NP2" or equal. Sealant Type 4: One component, urethane, gun-grades or pourable, self-leveling for interior or exterior horizontal joints, a. Sonneborn "Sonalastic SL1" or equal. Primer Non-staining type, recommended by sealant manufacturer to suit application. Unpainted, porous surfaces shall be primed. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer compatible with joint filling materials. Joint Filler. ASTM D1056, round, closed cell polyethylene foam rod, oversized 30 to 50 percent. Polystyrene is unacceptable. Bond Breaker Tape: Pressure sensitive polyethylene tape recommended by sealant manufacturer to suit application. Clean, prepare and size joints in accordance with manufacturer's instructions. Remove any loose materials and other foreign matter which might impair adhesion of sealant Metal surfaces shall be free of corrosion. Install joint filler rod to proper depth by rolling material into joint without lengthwise stretching or twisting. Do not puncture or prime filler rod. Sealant applications shall be performed in strict accordance with manufacturer's written specifications by tradesmen skilled in the work. Use masking tape to protect adjacent surfaces as necessary. All sealing shall be done with neat, smooth tooled beads, free of alt pockets, foreign embedded matter, ridges and sags, in firm full contact with interfaces. Work adjacent to joints shall be cleaned free of smears of sealant compound as work progresses. SECTION 07921 - FOAM SEALANT The drawings were prepared and this specification written on the basis of using the products of Illbmck, Minneapolis, MN Such is intended to establish minimum quality standards, not to limit competitive bidding. Products with equal or superior characteristics by other manufacturers are acceptable under conditions of the Specifications. Foam Sealant: "Willseal" self-expanding polyurethane foam tape, one side acrylic pressure-sensitive, No. 1504, 1/8 " x wide. Place foam sealant tape on top of dry, clean concrete slab with pressure-sensitive side down for all exterior sill plates (wooc or metal) only. Locate 1 inch from edge of exterior plate (edge of slab). Placement shall be continuous with no gaps. placc only enough tape that will be covered that day. Remove and replace any tape left exposed. DIVISION 8 - DOORS AND WINDOWS SECTION 08110 - STEEL DOORS AND FRAMES All hollow metal doors and frames shall be furnished by the Contractor. Refer to Door Schedule on drawings. Install doors and frames in accordance with SDI-I00 and SDI-105 except as amended in this section. Comply with NFPA-80 for fire rated assemblies. Install steel doors and frames plumb and square in correct locations indicated on drawings and with a maximum diagonal distortion of 1116" inch. Ensure that frames are securely and rigidly anchored to adjacent construction. Hang door to fit frames closely without binding, Door to come in full contact with stops when closed. Doors shall swing quietly and easily and not strike floors at any point of swing. Doors not equipped with closers shall remain stationary in any intermediate position in which they are left Immediately after installation touch up surface coating damage with primer paint identical to that used for shop coat. Leave in clean condition, ready for finish paint specified in Section 09900. Install rubber door silencers after frames are given finish coats of paints. Types a. b. c. d. Installation Interior. Heavy-duty door, SDI Grade II, Model 4, seamless-composite construction, 18 gauge face sheets. Exterior: Extra heavy duty door, SDI Grade III, Model 4, seamless-composite construction 16 gauge face sheets. All exterior hollow metal doors shall be top sealed weather tight for exterior use. Door Louvers: Provide sight proof, stationary louvers for Steel Doors where indicated, constructed of inverted V-shaped or Y shaped blades, formed of 24 ga. Cold-rolled steel, set into min. 20 ga. Steel frame. Exterior door louvers to include wire mesh insect screen. SECTION 08210 - FLUSH WOOD DOORS 1. Furnish written warranties for all doors specified as part of the work of this section for life of original installation. 2. Door Materials: a. General: Furnish doors, which meet or exceed NWMA Industry Standard I.S. 1-78 Series and AWI Section 1300-G-3 for Type P0-5 or SLC-5. b. Core: 1-314 inch thick, staved, low-density, bonded wood. c. Fire Ratings: Doors noted to have specific hourly label shall be of Underwriters Laboratories, Inc., labeled constructiori and shall bear the U.L. label. d. Face Veneer. Refer to Door Schedule on drawings for specific door's face veneer. e. Crassband: Hardwood veneer. f Side Edges: Hardwood. g. Top and Bottom Edges: Hardwood or softwood. h. Adhesives: 1) Core Assembly: Type II (water-resistant). 2) Face Assembly: Type I (waterproof). Fabricate to size and design indicated on the drawings, prefit for the openings and properly bevel. Prefit clearances shall be 1/8" at the top and both hinge and lock edge of door, with 1 /i" clearance at the bottom. Provide flush edgings for wood doors receiving panic devices. Hardware Preparation: Make all cutouts required for hardware at the factory from hardware manufacturer's templates and physical samples furnished by the contractor. Comply with the tolerance requirements of NWMA for prefriting. Installation is specified in FINISH CARPENTRY. Hardware is specified in FINISH HARDWARE. a. Clearances: 1) Allow maximuM of 3/16" at jamb and head. 2) Allow maximum of 3/16" over threshold or saddle. 3) Allow maximum of Y" over decorative floor coverings. b. Fire Rated Doors: Install in accordance with NFPA recommendations. Maximum clearances: 1) 1/8" between door and frame. 2) 3/8" between door bottoms and decorative floor finish. 3) 1/8" between doors for pairs of doors. SECTION 08306 ACCESS PANELS Manufacturer The Drawings were prepared and this Specification written on the basis of using the products of J. L. Industries, Bloomington, Minnesota. It is not the intent to limit competitive bidding. Products with equal characteristics by other manufacturers are acceptable under the conditions of these Specifications. Access Panels a. Model "FD", flush mounted access panel, 24 x 24, UL 1-1/2 hour "B" label, completely assembled as follows: I. Material: a. Door. 20 gage steel b. Frame: 16 gage steel 2. Hardware: a. Hinges: Continuous hinges open to 175 with spring closure. b. Locks: Recessed turn ring with interior latch release devise. 3. Anchors: Manufacturer's standard for use intended. 4. Finish: Phosphate dipped steel with factory prime coat. Protect access panels from damage. Protect work of other trades during installation. Install access panels in locations indicated, complete in all details, securely anchored in place, plumb, level and parallel with building lines. Finally installed access panels shall open and close freely. • ECTION 09900 - PAINTING Provide labor, materials, equipment and related items required to complete the exterior and interior items and surfaces throughout the project including filling, sealing, priming, and finishing. Mechanical and Electrical work to be painted includes the following (but not limited to): a. b. C. d. e. Exposed piping and/or pipe insulation, inside and outside building. Mechanical equipment and supports, including exposed ductwork, registers and grills. Exposed conduit, boxes, and panel fronts. Gas meter Inside surfaces of all ducts, dampers and louvers as far back as visible from the room in which they open. Finish with two coats of Flat Black Paint. Ensure surface temperatures and the surrounding air temperature are above 50 degrees F. before applying paint materials. Provide adequate continuous ventilation and sufficient heating facilities to maintain temperature above 45 degrees F. for 24 hours before, during and 48 hours after application of paint and materials. Provide minimum 25-foot candles of lighting on surfaces to be painted. Acceptable Manufacturers a. Sherwin Williams b. ICI Dulux Perform preparation, filling, sealing, sanding, and cleaning of surfaces scheduled to be painted in accordance with paint manufacturer's instructions. Remove hardware and accessories, fittings, and fastenings, electrical plates, lighting fixture and similar items. Reinstall removed items after completion of painting. Do not paint over dirt, dust, stains, rust, scale, oil, grease, moisture, scuffed surfaces, or other contamination or conditions detrimental to formation of a durable paint film_ Backprime woodwork as follows: a. Exterior painted wood: "Latex Exterior Primer". . Apply paint in accordance with paint manufacturers instructions and as herein specified. 2. Apply each coat of paint at no less than spreading rate indicated in manufacturer's instructions. 3. Sand lightly between enamel coats. Completely cover items/surfaces scheduled to be painted, to provide a smooth surface of uniform finish, color, appearance and paint material coverage free from cloudiness, spotting, holidays, laps, brush marks, runs, streaks, sags, ropiness and other surface imperfections. Tentative Paint List: Where any particular application is not mentioned in this list, Contractor shall figure on application of manufacturer's specification for application which is consistent with types and qualities listed herein. Colors are indicated on drawings. . Exterior Surfaces a, Wood Trim (Paint) ar 1 coat: Sherwin Williams A100 Exterior Latex Wood Primer, B2W41 (4 mils wet, 1.4 mils dry) 2 coat Sherwin Williams - A100 Exterior Latex Satin, A82 Series 3rd coat Sherwin Williams - A100 Exterior Latex Satin, A82 Series (4 mils wet 1.4 mils dry per coat) b. Wood "Stained" .. coat: Refer to finish legend on drawings. 2 coat ICI Dulux No. 5035 Ultra-Hide Sanding Sealer 3 coat ICI Dulux Paste and Wood Filler 41h coat: ICI Dulux No. 82 Woodmaster Satin Sheen Urethane Varnish c. Ferrous Metals and Exposed Gas Lines coat DTIVI Acrylic Primer/Finish, B66W1 (6 mils wet, 3 mils dry) 2 coat: Sherwin Williams A100 Exterior Latex Satin, A82 Series 3 coat Sherwin Williams A100 Exterior Latex Satin, A82 Series (4 mils wet, 1.4 mils dry per coat) Note: Omit first coat on materials already prime painted but touch up bare spots with Metal primer. d. Stucco and E1FS: 1' coat: Sherwin Williams Loxon Conditioner (A24-100 Series) 2' coat Sherwin Williams A100 Exterior Latex Satin, A82 Series 3 coat Sherwin Williams A100 Exterior Latex Satin, A82 Series (4 mils wet, 1.4 mils dry per coat) SECTION 09940 - ACOUSTIC CEILING BOARD 1. Section includes Acoustic Rigid Board applied to underside of roof decking in exposed locations. 2. Submit 12 x 12 inch, samples, per SUBMITTALS Section, of materials to be supplied for Owners acceptance. 3. Manufacturer The drawings were prepared and this specification written on the basis of using the products of Johns Manville, Denver, Colorado. Suppliers and products with equal or superior characteristics by other manufacturers are acceptable under conditions of the Specifications. 4. Acoustical Rigid Board: Insul-SHIELD, one inch thick by 24" x 48", with black fabric faced surface. No verbiage or any type of markings to appear on exposed black side of board. 5. Deliver materials in original unopened packages and store in enclosed shelter providing protection from damage and exposure to the elements. Remove damaged or deteriorated materials from premises. 6. Fasten or adhesively apply Acoustic Rigid Board to underside of roof decking with black fabric face toward building interior. Use fasteners long enough to penetrate deck leaving exposed surface free of dimples and Rigid Board flush to deck with no sagging. Paint fastener heads black (suggest prior to use). DIVISION 10 -SPECIALTIES SECTION 10150 - TOILET COMPARTMENTS 1. All compartments and screens are furnished and installed by Contractor. Manufacturer equal to Stainless Steel, Floor Anchored-Overhead braced partitions by Accurate Partitions Corp., Lyons, Illionis. 2, All steel shall be 22 gauge stainless steel type #304 - #4 finish. a. Stiles, Panels and Doors shall be stainless steel construction, laminated to a honeycomb core b. Edges shall be formed to interlock with face panels, all corners welded and ground smooth. C. All fittings shall be Stainless Steel #4 finish and provide means for adjustment 3. Install partitions secure, plumb, level and square 4. Mount panels, doors and urinal screens with bottom edges 12 inches above the floor. 5. Mount headrails for bracing 12 inches above tops of doors and panels. 6. Attach panel brackets securely to walls using appropriate anchorage devices. 7. Attach panel and pilaster to brackets with through bolts and nuts. 8. Anchor urinal screens to walls to support 150 pound loads required in RR-P-1352. 9. Conceal floor fastenings with pilaster shoes. 10. Equip each door with hinges, latch, keeper and stop; door pull and coat hook with bumper. 11. Adjust and align hardware to uniform clearance at vertical edges of doors not exceeding 3/16 inch. 12. Adjust hinges to locate doors in partial open position when unlatched. a. Set Accessible Compartment doors to return within fa degrees of closed position. b. Set all other doors to return within 30 degrees of closed position. ECTION 10442 INTERIOR DOOR SIGNS Design and Fabrication a. All patterns for fabrication, regardless of production technique, method, or process specified, shall be approved by the Architect prior to production in order to ensure conformity to design with regard to letter form and height, wording, spelling, capitalization, punctuation, letter spacing, leading and layout or composition. The drawings were prepared and this specification written on the basis of using the products of Kroy Sign Systems, r'cottsdale, Arizona. It is not the intent to limit competitive bidding. Products with equal characteristics by other manufacturers are acceptable under the conditions of these specifications. General: Regulatory signage series opaque acrylic, matte finish plaques, with front surface hot stamp graphics, in low profile frame. Configuration shown on drawings to conform with Americans With Disabilities Act regulatory requirements. Provide one sign (unit) for each restroom door opening for public facilities. Installation snail be started at the time established by the General Contractor. However, no sign work shall be permitted in the building before the building is completely enclosed and all painting and work of other trades is finished. Install signs in accord with approved shop drawings. Install true to line, plumb, level, square, in proper planes with other work and free from objectionable defects. Anchor to adequately resist all normally subjected stresses. ECTION 10523 - PORTABLE FIRE EXTINGUISHERS Section Includes Fire extinguishers and Mounting brackets Provide new portable fire extinguishers, which are UL listed and bear UL "Listing Mark" for type, rating, and classification of extinguisher indicated. Dining Area Fire Extinguishers: Provide a minimum of three, equal to J.L. Industries "Cosmic A" Series Model 10E, Class A, B, and C, wall-mounted 10 lb. capacity with nozzle. Approved equal fire extinguisher as manufactured by Laraen's Manufacturing Co., or Muckle Manufacturing Co. shall also be acceptable for use on this project. Kitchen Area Fire Extinguishers: Provide a minimum of two, equal to J.L. Industries "Galaxy Series - Model 6" wall-mounted, dry chemical type 40 BC UL rated, 6 lb. capacity fire extinguishers with pressure gauge. Brackets: Equal to J.L. Industries "Mark Brackets, Model No. MB 846" complete with required anchors, of required size for Model 10E fire extinguisher and "Mark Brackets, Model MB808" for Model 6 fire extinguisher. Anchors: Non-corrosive types as rewired by wall conditions. Mount on walls in strict conformance with manufacturer's instructions, in locations directed by local fire marshal. ECTION 10800 - TOILET ACCESSORIES All toilet accessories are furnished and installed by Contractor. Coordinate rough-in, openings and wood blocking. Install fixtures, accessories and items in accordance with manufacturer's instructions, and where affected, at heights or locations for the handicapped as indicated or specified herein. C. Install true, plumb and level, securely and rigidly anchored to substrate. See Construction documents for accessories. Baby Changing Stations to be furnished and installed by Contractor. This is a non-substitute item to be ordered from: JSJ Industries 380 Oak Grove Parkway St. Paul, MN. 55127-8536 Phone: 1-800-666-0363 Fax: 1-612-490-1859 Cartermiriu s CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, 000 DALLAS, TEXAS 75247-4925 4934 AVID ATE REGISTERED ARCHITECT OTT s NDL WAS INGT 3. 1.2008 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 REVISIONS: 4\REVISION INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01-25-08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION 4 CITY BUILD CMNTS 02-22-08 SHEET CONTENTS: SPECIFICATIONS MAR I 7 2008 PERMIT CENTER SHEET NUMBER: SP1.1 11/30/07 01/25/08 03/11/08 2-11-08 1. General: SECTION 08360 - SECTIONAL DOORS I. I. The work of this Section includes upward-acting sectional doors. 2. Deliver materials and products in labeled protective packages. Protect from damage from weather, excessive temperatures and construction operations. 3. Provide aluminum sectional doors by Clopay Building Products Company, Mason, Ohio. f. g. a. b. Sectional Door Assembly: Stile and rail assembly secured with 114° diameter through rods. Units shall have the following characteristics: 1) Panel Thickness: 2-1/8' 2) Stiles and Rails: 6053-T5 Anodized aluminum 3) Standard Springs; 25,000 cycles. (High cycles.) 4) Glazing: 1/8" DSB glass C. Finish and Color: High Luster, Clear Anodized Finish. d. Windload Design: ANSI/NAGDM 102 standards and as required by code. e. Hardware: Galvanized steel hinges and fixtures. Ball bearing rollers with hardened steel races. f. Lock: Interior galvanized spring loaded slide bolt. Weatherstripping: Flexible PVC on bottom section; Extruded vinyl on Jamb and Header seals. Ii. Track: Provide track as recommended by manufacturer to suit loading required and clearances. i. Manual Operation: Manual push up. 4. Take field dimension and examine conditions of substrates, supports, and other conditions under which this work is to be performed. Do not proceed with work until unsatisfactory conditions are corrected. 5. Strictly comply with manufacturers installation instructions and recommendations. Coordinate installation with adjacent work to ensure proper clearances and allow for maintenance. 6. Test sectional doors for proper operation and adjust as necessary to provide proper operation without binding o distortion. 9. SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS Engineering Design: 6. Fabrication: 7. Preparation: a. Structural Properties: Fabricate and install work of this Section to withstand wind loads required by g ordinances, regulations and codes and with a maximum deflection of 11175. b. Thermal Movement: Fabricate and install systems to provide for expansion and/or contraction of corn materials as will be caused by temperature range of 150 degrees F without causing harmful buckling, joints, undue stresses on fasteners, or other detrimental effects. c. Water Leakage: Fabricate and install systems to deny water leakage; defined as appearance of wate condensation, on room side face of any part of systems. Submit shop drawings of system proposed. Base on details shown on Drawings, and develop to serve as instal Drawings. Architect's acceptance is required prior to start of fabrication. 2. 3. The Drawings were prepared and this Specification written on the basis of using the products of United States Waxahachie, TX (972) 937-9651. 4. Storefront Frami a, "Series FF451 Storefront System" for 1" insulating glazing system, size 2" x 4-1/2". 'Flush Front Gla reinforced if required by Engineering design. b. Fasteners: Standard fastening screws shall be either stainless steel or carbon steel plated against elt action. C, Finish: Dark-Bronze Anodized Aluminum conforming to AA-M12022A31 and AAMA 607.1. 5. Doors and Hardware: a Series 400 Medium-stile door, offset hung, to match drawings, % inch thick tempered glass. b. Fasteners: Standard fastening screws shall be either stainless steel or carbon steel plated against el action. c. Hardware: 1. Pivots: Manufacturer's standard 2. Closers: Manufacturer's standard concealed floor type, one each leaf. 3. Panic Devices: Manufacturer's standard "paddle handle", one each leaf. 4. Push-Pulls: Manufacturers standard, one each leaf. 5. Dead Locks: Manufacturer's standard, one each single or pair. 6. Lock Cylinders: Furnished as part of builders hardware. 7. Thresholds: 4-inch wide aluminum, handicapped accessible (exterior only). a, Storefront Framing: Fabricate and assemble in shop to greatest extent possible. Cut carefully and ac compression joints between vertical and horizontal mullions, with gasket of non-hardening butyl comp standard water dam, in accord with manufacturer's recommendation, between vertical and horizontal seal with liquid butyl compound. Provide vision and spandrel areas with drainage to outdoors in horiz Sizes of components and necessary field connections and fastenings required for installation; permit by means of standard construction equipment and tools without use of special apparatus or appliance b. Doors: Fabricate doors with tight, hairline joints where rails are fitted against stiles, and fasten by me. tensioned steel tie-rods in top and bottom rails. Provide adjusting mechanism in top rail to provide for clearance adjustments. Glass stops; snap-in type with bulb type glazing strips. Weatherstripping; pi adjustable pile weatherstrip on one stile at meeting stiles of pairs of doors. a. Where aluminum surfaces contact steel, other incompatible metals or concrete, protect aluminum by following: 1. Paint incompatible metal or concrete with coating of heavy-bodied bituminous paint 2. Paint incompatible metal with prime coat of zinc chromate primer followed by two coats of alumir or other suitable protective coating; exclude those containing lead pigmentation. 3. Non-absorptive gaskets. 4. Caulking between aluminum and incompatible metals. 5. If drainage from incompatible metal passes over aluminum, paint incompatible metal by method SECTION 08470 - REVOLVING DOORS This section covers the installation of Owner supplied Manual Revolving Door System. Door supplied by Owner shall include curved sidewalls, canopy, ceiling, door wings, hardware, glass, speed control and emergency collapsing mechanism as required for installation 2. Quality Assurance: a Installer shall supply a factory-trained supervisor during installation of the door. 3. Delivery, Storage and Handling a. Complete Revolving Door package shall be delivered to job site in manufacturers packaging undamaged, complete with installation and operating manuals. b. Store off ground, under cover, protected from weather and construction activities. 4. Project/Stte Conditions: Install revolving doors on finished floor only. Floor must be dead level at any point within the footprint of the revolving door. 5. Manufacturer Crane Revolving Door Company, Inc. 6. Finish: Stainless Steel, type 304; Crane standard 44 Satin finish. 7. Installation: a. Inspection: Installer must examine the location and advise the Contractor of any site conditions unacceptable for proper installation of product. These conditions include but are not limited to the following: b. Door must be installed on finished floor. C, Finished floor must be dead level at any point within the footprint of the door. d. Installation shall not begin until these conditions are met e. Erection: Install revolving doors in accordance with manufacturers printed instructions. Set units level, plumb, and with uniform hairline joints. Anchor securely into place. Use only factory-trained installers. Adjustment Installer shall adjust door and hardware for smooth operation and proper performance. Instruction: A factory-trained installer shall demonstrate to the owners maintenance crew the proper operation of the door and the necessary service requirements such as lubrication, cleaning, and inspection of components. h. Cleaning: Clean metal and glass surfaces carefully after installation to remove excess caulk, dirt and labels. SECTION 08710 - FINISH HARDWARE a.Submit for acceptance, six copies of full and complete FINAL HARDWARE SCHEDULE, indicating locations, quantities, types, numbers and/or sizes, functions and finishes for each item, only if substitutions are proposed. b.After acceptance of FINAL HARDWARE SCHEDULE, hardware supplier to furnish Contractor with copies of schedule and templates for preparation of doors and frames to receive hardware. 2. Materials: Scheduled on the drawings. 3. Package each set separately, complete with trim, screws, bolts, nuts, washers, etc.; each package numbered with project name, number and corresponding hardware set number to correspond to door for which intended as listed on door schedule on drawings. 4, Install hardware in accord with manufacturer's instructions and requirements of ANSI/NFPA 80 and OHL Use templates provided by hardware item manufacturer. Conform to ANSI A1117.1 and ADA for positioning requirements for the handicapped. 5. Unless required otherwise by applicable codes or shown otherwise on the drawings: a. Top butts: 5 inches; top of butt from head of frame. b. Bottom butts: 1 inch; finish floor to bottom of butt Q Middle butts: 3-2"; centerline from finish floor. d. Knobs: 3'-2"; centerline from finish floor. e. Pulls: 3'-6"; centerline from finish floor. f. Pushes: 4'-2"; centerline from finish floor. 9, Locks 3-2"; centerline from finish floor. 5. Coordinate final keying with Owner. SECTION 08800 - GLAZING Model 902D - Aluminum /Glazed unit 1. Standards: Contractor determine and be responsible for actual systems(s) and materials to be used. FGJA "Glazing Manual" governs. 2. Manufacturer Pecora Corporation, Harveysville, PA, 3. The following materials establish minimum quality standards. It is not intended to dictate or define systems to be used, a. Glazing Compounds: "Synthacalk GC-9" one part polysuffide base synthetic rubber sealant. "862" one part architectural silicone sealant "60+Unicrylic" one part acrylic polymeric sealant b. Glazing Tapes: "Extru-Seal" tapes, pre-shimmed, tapered, string, etc. c. Primer. As recommended by compound and/or tape manufacturer for use intended. d. Elastomeric Glazing Beads, Seals, Wedges, Gaskets, Etc.: Framing system manufacturer's standard vinyl or neoprene. C. Setting Blocks and Spacer Shims: Type and size recommended by FGJA for use intended. 4. Installation (Glazing) a. Install units in accord with approved data and the FGJA "Glazing Manual" recommendations, including but not limited to: 1. Handling of glass. 2. Application of compounds, tapes, etc, 3. Installation of setting blocks and spacer shims. 4. Final sealing. 2. 3. 4. 5. 5. 7. B. 9. 10. 11. 1. 2. ECTION 08810 - GLASS Intent (Safety of Persons): Glazing subcontractor is responsible to comply with safety laws, ordinances and regulations, which control type of glass related to safety of persons. The drawings and specifications attempt to comply with such laws, etc., but in case of failure to comply, most restrictive requirement shall govern work of this section. Glass sizes shown are approximate. Determine sizes and proper edge clearances by measuring actual opening to receive glass. Labels shall not be removed until final acceptance. Glass: a. b. c. d. e. f. Float (FG): 1/4 inch clear Tempered (TG): 114 and 1/2 inch clear, tempered safety glass without visible clamp marks or "dimples". Insulating (IGL): 1 inch, Solar Control Low-E, tinted insulating glass units by PPG Industries, Inc. composed of: Outside Glazing: 1/4 inch PPG Solargray Airspace: 1/2 inch thick Inside Glazing: 1/4 inch PPG Solarban 60 (Low E) Mirror Glass: 1/4 inch quality polished plate glass, silver coated, and hermetically sealed with uniform coating of electrolytic copper plating. Ribbed Glass (RG): 1/4 inch clear, tempered safety glass with vertical ribs (Furnished By Owner) Adhesive: One part silicone sealant or other adhesive specifically recommended by adhesive manufacturer for use intended. 'VISION 9 - FINISHES ECTION 09260 - GYPSUM BOARD SYSTEMS Gypsum Panels - Types Required a. b. C, d. e. Regular Board: ASTM C 36, tapered edges, thickness 5/8". Ceiling board: ASTM C36, tapered edges, thickness 5/8". Fire rated board: ASTM C36, Type X, tapered edges, thickness 5/8". Water resistant board: ASTM C630, tapered edges, thickness 5/8". Tile Backer Board: "Dens-Shield Firestop", type "X", 5/8" thick, non-structural, fiberglass-faced, silicone treated gypsum core panel. Studs, Trim and Accessories a. Steel Studs: Per ASTM C645, galvanized, size and gauges as noted on drawings. Track shall be one size heavier than studs. b. Corner Beads, Control Joints, and Edge Trim: Per ASTM C1047, equal to USG #103 "Dur-A-Bead," #093 an #200-A respectively, galvanized; Unless otherwise detailed, exposed "..1" trim is not acceptable. Fasteners: Screws, per ASTM 1002; 1-1/4' Type W bugle head into wood framing, 1-1/8" Type 'S" bugle head into steel framing, and 3/8" Type "S-12" pan (or low profile) head for steel to steel framing connections. Joint Treatment Materials a. Joint Tape: Paper-reinforcing tape, per ASTM C475. b. Joint Compound: Provide chemical hardening type for bedding and filling, and ready-mixed vinyl type far topping, per ASTM C475. Textured Finish: Equal to Gold Bond "Unical" one coat veneer plaster sand mix, toweled. Steel Framing and General Gypsum Board Installation Requirements: a. Steel Framing, Board Application and Finish Standards: GA216 and ASTM C754 and C840, Studding shall be 16" o.c. unless otherwise noted. Provide horizontal bracing at 4'-0" o.c. measured vertically. Frame door openings to comply with GA219. b. Install ceiling boards in the direction and manner which will minimize the number of end-butt joints, and which will avoid end joints in the central area of each ceiling, Stagger end joints at least 4'-0". c. Install wall/partition boards vertically to avoid end-butt joints wherever possible. Locate either edge or end joints over supports. Stagger joiats over different studs on opposite sides of partitions. Space fasteners in gypsum board in accordance with referenced standards and manufacturer's recommendations, except as otherwise indicated. 1. Parallel Application: 12" o.c. in field; 8" o.c. along edges. 2. Perpendicular Application: 12" ac. in field; 12" ac. along edges. Installation of Drywall Trim Accessories a. Install metal corner beads at horizontal and vertical external corners of drywall work. Secure with screws; clinching is not acceptable. b. Install metal control joint (beaded-type) where indicated at 30'-0" maximum centers in any wall or ceiling. Finishing of Drywall: a. Apply treatment at gypsum board joints (both directions), flanges of trim accessories, penetrations, fastener heads, surface defects and elsewhere as required to prepare work for decoration. Apply joint compound in 3 coats. Sand between last 2 coats and after last coat. b. Water-resistant Gypsum Board Base for FRP and Ceramic Tile. Comply with recommendations of gypsum board manufacturer for treatment of joints. Application of Texture Finish a. Prepare and prime drywall and other surfaces in strict accordance with texture finish manufacturer's instructions. b. Mix and apply finish to drywall and other surfaces indicated to receive finish in strict accordance with manufacturer's instructions to produce a uniform texture without starved spots or other evidence of the application, and free of application patterns. c. Remove texture droppings from door frames, windows, and adjoining work. SECTION 09320 - CERAMIC TILE Quality Assurance: Perform tile work in accordance with the requirements of ANSI-TC1 137.1, 'Recommended Standard Specification for Ceramic Tile". Ceramic Tile: a. Ceramic Tile: Refer to Finish Schedule on Drawings for manufacturer, color, size, pattern and grout color. Provide necessary caps, stops, coves, returns, trimmers and other shapes as required for a complete installation. b. Marble Thresholds: Grade "A", Vermont Champlain Black Marble with honed finish, in a single piece for each location. Threshold shall match width of door frame and shall be coped to fit door frame. Comply with applicable TCA installation methods for substrates indicated. Provide tile expansion joints at all construction and/or joints in the slab. Mix and proportion pre-mix setting bed and grout materials in accordance with manufacturers instructions. Lay tile in grid pattern, parallel to walls. Lay out tile work and center tile fields in bath directions in each space at an each wall area so that no tiles less then 1/2 full tile will occur. Provide uniform joint widths. All tile shall be brought to true and level planes with joints well filled and shall be secured firmly in place. Cut and fit tile right to protrusions and/or perpendicular interruptions. Sound tile after setting. Replace hollow sounding units. Allow tile to set for a minimum of 48 hours prior to grouting. Prohibit traffic from floor finish or activities near wall finish for 72 hours after installation. Protect the tile work from damage with Kraft paper or other heavy non-staining covering during the construction period. Upon completion of placement and grouting, clean all ceramic tile surfaces so they are free of foreign matter. Acid solutions may be used when permitted by tile and grout manufacturer's printed instructions. SECTION 09510 - ACOUSTICAL CEILINGS Acoustical Panels: a. Kitchen Areas 1. Manufacturer: USG Interiors 2. Panels: #3270 Vinyl Faced Gypsum Panels (Class A fire rated where required by code) 3. Size: 24"x 48" x 1/2" 4, Edges: Square cut 5. Suspension System: USG's "Donn AX" aluminum grid (white) with stainless steel locking tee ends. a. Exposed, direct hung, per ASTM 0635. b. Concealed grid member shall be electro-galvanized. C. Structural Classification: Intermediate duty. d. Provide fire rated grid where indicated or scheduled, or required by local codes. 6. Finish: Ceiling tile and Suspension Grid manufacturers standard white. Miscellaneous Materials: a. Hanger Wire: Galvanized carbon steel wire, ASTM A641, soft temper, prestretched Class 1 coating, sized so that stress at 3-times hanger design load (ASTM C635, Table 1, Direct Hung), will be less than yield stress o wire, but provide not less than 12 gauge. b. Edge Moldings and Trim: Metal of types and profile indicated or, if not indicated, provide manufacturer's standard molding for edges and penetrations on ceiling which fits with type of edge detail and suspension system specified. Installation: a. Install suspension systems to comply with ASTM C636. Locate hangers not less than 6" from each end and spaced 4'-0" along each carrying channel or direct-hung runner, unless otherwise indicated, leveling to tolerance of 1/8' in 17-0". In kitchen areas, hangers shall be spaced 3-0" along each carrying channel or direct-hung runner to obtain load capacity of 16 lbs/LF. Provide hanger wire at each corner of each recessed fluorescent facture. b. Secure wire hangers by looping and wire-tying, either directly to structures or to inserts, eye screws, or other devices which are secure and appropriate for substrate, and which will not deteriorate or fail with age or elevated temperatures. C, Install hangers plumb and free from contact with insulation or other objects within ceiling plenum, which are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset recruiting horizontal force by bracing, counter-splaying or other equally effective means. d. Install edge moldings of type indicated at perimeter of acoustical ceiling area and at locations where necessary to conceal edges of acoustical units. e. Clean exposed surface of acoustical ceilings, including trim, edge moldings, and suspension members; comply with manufacturer's instructions for cleaning and touch-up of minor finish damage. Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage ECTION 09562 - ENGINEERED WOOD STRIP FLOORING . This Section includes Engineered, wood-strip flooring for commercial application. a, Kahrs Mega Strip Hardwood Flooring, Contact Bill Ghana at Triwest (909) 229-8352 for ordering. . Submittals: Show installation details including location and layout of each type of wood flooring and accessory. C . Comply with American National Standard for Laminated Wood Flooring ANSI/HPVA LF, 1996. . Provide engineered wood flooring with the following surface-burning characteristics as determined by testing identical product per ASTM E 84 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction: a. Class C Interior Finish. I. Flame-Spread Index: 76-200 or less. Smoke-Developed Index: 450 or less. Delivery, Storage and Handling a. b. d. 0. Installation: Materials a. b. C. d. e. f. Deliver wood flooring materials in unopened cartons or bundles. Protect wood flooring from exposure to moisture. Do not deliver wood flooring until after concrete, masonry, plaster ceramic tile, and similar wet-work is complete and dry. Store wood flooring materials In a dry, warm, well-ventilated, weathertight location. Do not acclimate (open packages) prior to installation. Project Conditions a. Maintain relative humidity planned for building occupants and an ambient temperature between 55 and 75 deg F o within 15 deg F of normal operating temperature and relative humidity between 30 and 60 percent in spaces to r•eceiv wood flooring for at least seven days before installation, during installation, and for at least seven days after installation After post-installation period, maintain relative humidity and ambient temperature within the ranges indicated above. b. Close spaces to traffic during flooring installation and for time period after installation recommended in writing b flooring and finish manufacturers. C. Surface of the subfloor shall be level to 1/8-inch (3-mm) deviation in any direction when checked with an 8-foot (2.44-m straight edge radius. d. Concrete Subfloor Moisture Content for Engineered Wood Strip Flooring: i. Standard installation shall contain not more than 3 lb of water/1000 sq. ft. (0.91 kg of water/92.9 sq. m) in 2 hours. Warranty: 5 years from date of Substantial Completion Engineered Wood Strip Flooring a. Mega Strip Hardwood Flooring by Kahrs International Inc. i. Two layered laminated wood flooring consisting of a sliced plain sawn wearing layer in choice of wood species design and finish. ii. Solid tongue and groove construction, 7/16-inch (11-mm) thickness limited to glue-down applications. iii. Length: Manufacturer's standard. iv. Edges: Tongue and Groove. V. Finish: Manufacturer's standard UV cured acrylic urethane in color noted on drawings. vi. Wood Species, Design, and Finish: As noted on Drawings. b. Wood Flooring Adhesive: Mastic recommended by flooring and adhesive manufacturers for application indicated. C. Cleaning Agent Kahrs Wood Floor Cleaner. Prepare substrates according to manufacturers written recommendations to ensure adhesion of wood flooring products. a. Comply with flooring manufacturers written instructions, as applicable to flooring type. b. Lay wood flooring in pattern indicated on Drawings. c. Provide expansion space at walls and other obstructions and terminations of flooring of not less than 1/4 inch (6 mm) o greater, as required by manufacturers installation instructions. d. Glue flooring according to manufacturer's written instructions. 1. Perform the following operations immediately after completing resilient product installation: a. Remove adhesive and other blemishes from exposed surfaces. b. Sweep and vacuum surfaces thoroughly. c. Use Kahrs Wood Floor Cleaner on surfaces to remove marks and soil. ECT1ON 09611 - INTERIOR SLATE TILE Section Includes a. Interior Slate tile and adhesive b. Slate Floor Sealer Reference Standards a. Tile Council of America (TCA): Handbook for ceramic tile installation Manufacturer a. The drawings were prepared and portions of this specification written on the basis of using the products supplied by Dal-Tile Corporation, Dallas, TX. Slate: 12" x 12", 3/8 inch nominal thickness, Charcoal. Adhesives: 3/8" thick bed, Mapei "Ultra/Floe mortar, Ker 117 Gray, ASTM A118.4. Grout: Nominal 3/16" joints, Mapei "Ultra/Color grout, Ker 700 Black, ASTM A118.6. Cleaning Solution Type recommended by slate supplier, which will not harm stone, sealer, or adjacent surfaces. Extra Materials: Provide 5 of each size, approximately 8 square feet, of stone unit specified. Floor Sealer: Miracle 511 Seal and Enhance, Impregnating Color Enhancer followed by Miracle MiraShine. Environmental Requirements a. Maintain materials and surrounding air to minimum 50 degrees F prior to, during, and 48 hours after completion of work. Subsurface Preparation a. Use filler to patch cracks, small holes, and for minor leveling in substrate. b. Apply conditioner/sealer to surfaces as recommended by adhesive manufacturer. Installation a. Preparation: Establish lines, levels, and pattern; protect from disturbance. b. Adhesive: Apply to prepared substrate in accord with manufacturers instructions and the TCA Handbook for Ceram' Tile Installation. Provide minimum setting bed thickness of 3/8". C. Tiles Clean stone prior to installation. Lay in patterns and/or directions shown on Drawings. Fit neatly to vertical interruptions. Place units with 3/16 inch joints. Provide expansion space at walls and other obstructions. Remove excessive adhesive from surface as work progresses. Sound units after setting. Replace hollow sounding units. Joints must be free of any debris or foreign matter before grouting. Joints shall be thoroughly filled and wiped flush. Immediately clean excess grout from tile unit faces. Clean and Seal: a . Preparation Prep floor thoroughly to ensure that it is free of debris, dust and grease. Use electric floor scrubber (Faster) or deck brush with neutral floor cleaner for new installs, Eco Lab Oasis 100. If there is grease on the floor or need to strip the floor, use Eco Lab 137 Degreaser. After the slate floor has been cleaned, ensure that grout is dry and black, if not, re-grout. Recommended dry time for grout install is 75 hours. a. Product used to seal the slate: 2000 sq. ft. bar and misc. areas require S Miracle 511 Seal and Enhance Impregnating Color Enhancer, 2-3 gallons • Johnson's Premia Wax, 5 Galion box. Will need 3 boxes. Order 4 for projects. a. Application Apply 2 generous coats of Seal and Enhance using a 9 inch rough surface roller. Allow Seal and Enhance to penetrate the slate for 3-5 minutes before wiping off excess sealer. EC11ON 09705 - EPDXY RESINOUS FLOORING 1. Submittals: a. b. Submit two 4 inch x 4 inch samples, per SUBMITTALS Section, to the Owner for acceptance. Product data: Provide manufacturer's technical data, installation instructions, and general recommendations for each resinous flooring material required. 2. Single source responsibility: obtain primary resinous flooring materials from a single manufacturer with not less than five years of experience in manufacturing and installing the principal materials described in this section. 3. Maintain materials and surrounding air to between 60° and 90° F prior to, during, and 48 hours after completion of work. Concrete substrate shall be properly cured for a minimum of 30 days. A vapor barrier must be present for concrete sub- floors on or below grade; otherwise, an osmotic pressure resistant grout must be installed prior to the resinous flooring. 4. Manufacturer to furnish a single, written warranty covering both material and workmanship for a period of one year. 5. The drawings were prepared and portions of this specification written on the basis of using the products manufactured by Sunbelt Flooring, Inc., Chino, CA. (909) 628-1090. 6. Materials: a. Epoxy Resinous Flooring: Heavy Duty Sunbelt Flooring, No. 1100, Chemical Resistant Industrial flooring. System shall consist of Solids, Translucent quartz Grains, Coated, Pigmented, Inorganic Ceramic film, Grade #28; 50:50 ratio, b. Primer Type recommended by manufacturer of epoxy resinous flooring system for type of service and joint condition indicated. C, Color. Beige. 7. Preparation: 8 a. Verify that surfaces are ready to receive work of this section. Beginning of installation means acceptance of substrate. b. Concrete to receive flooring shall be cured for a miiiimum of 28 days. Do not permit use of chemical surface curing agents that may interfere with adhesion. c. Subsurface preparations shall be by mechanical means and include use of a scabbier, scarifier or shot blast machine for removal of bond inhibiting materials such as curing compounds or laitance. Installation: a. Apply each component of epoxy resinous flooring system in compliance wl manufacturers directions to produce a uniform monolithic wearing surface of thickness indicated, uninterrupted except at divider strips, sawn joints or other types of joints. b. Mix and apply primer over properly prepared substrate with strict adherence to manufacturer's installation procedures and coverage rates. Coordinate timing of primer application with application of toweled base to ensure optimum adhesion between epoxy resinous flooring materials and substrate. c. Mix flooring base materials according to manufacturers recommended procedures. Hand trowel apply mixed material over freshly primed substrate using stainless steel finishing trowels. Add clean dry aggregates as recommended by manufacturer. d. Remove any surface irregularities by lightly abrading and vacuuming the floor surface. Mix and apply finish coating with strict adherence to manufacturer's installation procedures. Trowel apply finish coat with strict adherence to manufacturer's installation procedures and coverage rates to a tight surface. "osalmowim.1 wel,x00.014, I H I ECTION 11400 - FOOD SERVICE EQUIPMENT (INSTALLATION Section includes: Installation of Owner provided food service equipment. This equipment shall be furnished, assembled, and set in place under separate contract, with final utility connection by General Contractor. Related Sections a. Mechanical and electrical services and final connections to equipment. Owner will provide equipment manufacturer's installation instructions for Contractor's use. Owner will provide equipment manufacturer's operation and maintenance data for Contractor's use. Coordinate size of access and route to place of installation. Owner Provided (By Owner): a, b. c. d. e. g. Equipment scheduled on the drawings. Mechanical refrigeration systems, including compressor units, condensers, evaporator coils, and control valves. Motor starters. Walk -in refrigerator /freezer thermostats. Stainless steel trim strips, supports and connections, attachment devices, and accessories. Contractor Provided: Refrigerant System Installation a. Refrigerant Lines: Type "L" hard copper tubing. b. Fittings: Wrought copper or brass designed for use with high temperature solder. c. Pining Joints: Made with silver solder (Sil -Fos). d. Pining: Properly suspended from an anchor to the structure with adjustable hangers 6' o.c. maximum. e. Suction Lines: Size to have maximum pressure drop of two pounds in medium temperature systems, one pound in low temperature system. f. Liquid Lines: Sized to give maximum pressure to prevent trapping of oil. Rigid insulation on all suction lines to be Armaflex insulation by Armstrong - 1" thick at medium temp., 1 -1/2" thick at low temp. Refrigerant lines in PVC or EMT conduit to be sealed at both ends with Dow Coming 3 -6548 silicone RTV foam. Evacuation and Charging: After completion of the pressure test, the system shall be evacuated using an approved auxiliary vacuum pump. Connections for evacuations to be in accordance with manufacturer's recommendations. Delivery, Handling and Storage a. Delivery: Upon receiving equipment, check crates /cartons identification labels with receiving P.O.; assure correct item has been received. b. Handling: Uncrate equipment in organized manner. Take care not to misplace loose parts, accessories, assembly and operating instructions, and warranty cars. Keep utility hookup notes and tags on equipment until after connections are made. Assemble in workmanship manner in accord with manufacturer's directions, taking care to make sure fasteners are tight and components are aligned and square. c. Storage: Store equipment clear of floor in manner to prevent warping, twisting, or sagging. Installation a. Install items in accord with manufacturer's instructions and fabricator's shop drawings. Install in accord with local governing Health, Building, and Safety, and Fire Protection Codes and Regulations and NEMA, UL, AGA, ASME and NFPA. b. Electrolysis: Insulate to prevent electrolysis between dissimilar metals. Provide sealant to achieve clean joint without crevices. c. Equipment 1. General: Set in place and position per kitchen equipment plan; ready for utility hook up. After utility hookups are made, level and secure dishtables to slope toward dishwasher. Completely close and seal gaps, joints and seams between fixtures /equipment and walls, ceilings and floors with stainless steel trim strips and/or clear silicone sealant. Do not use sealant in joints or seams over 3/16 inch wide. 2. Refrigerant Piping: Install copper tubing and fittings. Cut with pipe cutters and reshape with sizing tool. Expose i in to view as required by American F r p p g # q y can Standard Safety Code for Mechanical o exp osed areas or accessible furred ceiling spaces, use hard copper tubing. Run exposed tubing in such manner as to prevent damage from activities in areas; otherwise run tubing in pipe or conduit. a. Suction Lines: Size to give max pressure drop from evaporator to machine of 2 lb. For high temp system and 1 lb. For freezer system, allowing gas velocities of not less than 750 rpm in horizontal runs and 1 500 rpm in vertical risers. Size liquid lines to give max pressure drop of 3 lbs. from receiver to evaporator. b. Tubing Runs: Grade to prevent trapping of oil. c. Ties: Secure suction and liquid lines for each system together, except when run through conduit; 24 inch intervals:with black plastic electrical tape. d. Insulation: Insulate refrigerant suction lines outside of refrigerated compartments back to compressors, [VISION 15 - MECHANICAL ECTION 15100 - GENERAL MECHANICAL REQUIREMENTS Scope of Work: a. The work to be accomplished under this Section of Specifications includes the furnishing of all labor, materials, supervision and equipment for the complete installation of air conditioning, heating, ventilating, plumbing, fire protection together with all the necessary auxiliaries and appurtenances. Generally the work shall consist of, but is not limited to, items listed in the following paragraphs. b. Air Conditioning and Heating: Factory built air conditioning and heating units of the single zone roof top package, fitters, fans, motors, drives, HVAC units, hoods, etc. c. Air Distribution System: Sheet metal ductwork, volume dampers, splitter dampers, turning vanes, air control devices, grilles, registers, diffusers, flexible duct, install per SMACNA Standards. Fiberglass duct board is not an acceptable alternative. d. Plumbing: Soil, waste and vent piping, domestic hot and cold water distribution, hot water generators, fixtures, grease traps, vents, condensate lines of HVAC and miscellaneous equipment, underfloor or overhead soda, refrigerant line conduit and/or roof leaders. e. Miscellaneous Supply and exhaust fans, make -up air units, temperature controls, thermal insulation, apparatus foundations and supports, pipe hangers and supports and all necessary tools, accessories and appliances as required to make all systems complete and operative. Products and Execution: a. Electrical Provisions for Mechanical Work: Except for such items as are normally wired up at their point of manufacture and so delivered, and unless specifically noted to the contrary herein, the Electrical Subcontractor will do all electric wiring of every character' for power supply. Control wiring shall be furnished and Installed by the Electrical Subcontractor. This Subcontractor shall erect all motors in place ready for connection. Except for such items as are normally supplied with starters installed (HVAC units, dishwashers, etc) at their point of manufacture. All other starters not furnished with equipment to be furnished and installed by Electrical Contractor. The Electrical Subcontractor will mount all such starters, as directed, furnishing supporting structures where necessary. The Owner and other Contractors shall furnish with each item requiring electrical connections, the necessary instructions and wiring diagrams to the Electrical Subcontractor. The Electrical Subcontractor shall refer to the specifications to determine the scope of the work b. Chases and Openings: Various divisions, however, the locations of all inserts and openings shall be determined and coordinated with other divisions in ample time to avoid cutting new construction. c. Roof Flashing of Ducts and Curbs: Division 7, however, plumbing vent flashing and counter flashing shall be provided under this Division and per roof manufacturer recommendations. d. Openings in Roof Deck: Where piping, ducts, vents or any other mechanical apparatus penetrates roof deck and opening is not specifically shown on structural drawings, obtain Architect's approval of location and size. Have roof deck installer do cutting and pay installer cost of cutting opening. Permits, Fees and Code Regulations: a. Permits: Obtain all permits required to do this work and pay any fees required to such permits. b. Regulations: Conform to all State and Local Ordinances and Rulings applicable to this work and in effect at the time the work is performed. Approval of various insuring and inspection authorities shall be obtained. When requested, competent evidence of compliance, with applicable codes, shall be furnished. c. Conflicts: If a conflict exists between the drawings and/or specifications and any above mentioned authority, the Contractor shall advise the Architect/Engineer in writing five (5) days prior to presenting Proposal or stanc any cost required to meet regulations. Structural and Space Condition: a. The specifications and accompanying drawings are intended to encompass a system that will not interfere with the structural, electrical and architectural design of the building, and which will fit into the several available spaces. As it is not within the scope of the drawings to show all necessary offsets and obstructions of structural conditions, it shall be the responsibility of the Contractor to install his work in such a manner that it will conform to the structure, avoid obstructions and interferences with other trades, preserve headroom, and keep openings and passageways clear. b. Do not run piping or ductwork, or locate equipment (with respect to switchboards, panelboards, power panels, motor control centers or dry type transformers) within 42" in front of equipment, over equipment or within 36" horizontally of same space. Drawings: a. The drawings as prepared are diagrammatic but shall be followed as closely as actual construction of the project and the work of the trades will permit. Changes from the drawings necessary to fit the work of various trades, to conform to equipment actually being installed, or to conform to the rules of authorities having jurisdiction shall be made without additional cost to the Owner. As -built Drawings: a. Provide and keep up -to -date, a complete record set of blue line prints which shall be corrected daily with dated notations, and shall show every change from the original Contract drawings. This set of prints shall be kept on the job site and shall be used only as a record set. SECTION 15400 - PLUMBING 1. 4. 5. 3. Scope of Work' g. Products 3. Execution a. Furnishing of all labor, materials, tools, transportation services, etc. necessary to complete the installation the plumbing system and as described in these specifications, as illustrated on the accompanying drawing or as directed by the Architect. b. All hot and cold water systems with complete connections from the water meter to all plumbing fixtures an equipment requiring water connections. These systems will be complete with controls, valves, equipment, devices and insulation. c. All soil, waste, and vent systems outside and inside the building and sewer connections to Municipal syst as indicated on drawings. d. Furnish and set plumbing fixtures, including all the required trim and supports. e. Trenching, pipe bedding and backfilling. f. All rough -in and final connection to equipment in the Kitchen, Bar and Service areas, if indicated on the drawings, including necessary traps and miscellaneous items as required. Coordinate w /Owner and K.E.0 Furnish all final plumbing connections to heating and air conditioning equipment, and kitchen bar equipme including condensate drains, indirect waste and gas piping. Refer to construction drawings for requirement h. Meters and Utility Connections: 1. Water Coordinate work with the local water company. Furnish all labor and/or material (not fumishe t' the water company), which is required to connect to existing line and/or set meter. Install all permanent water supply lines from the point of connection and complete the work as shown, all in accordance with the requirements of the local water company. Owner shall pay tap fees. (If required) Plumbing Contractor shall pay all work related inspection fees by authority having jurisdiction. 2. Sewer Connections: Coordinate work with the landlord and/or local utility company. All work and materials shall be in strict accordance with the requirements of the local governing authority. Tap fee shall be paid by Owner (if required). Plumbing Contractor shall pay all work related inspection fees by authority having jurisdiction (if required). 3. Gas: Coordinate work with local utility and furnish all labor and/or materials (not furnished by utility) which is required to provide a working utility for Owner, inclusive of meter and /or regulator. Furnish system from tapping point to and in the building as required and shown on drawings. Owner shall pay tap fees. Plumbing Contractor shall pay all work related inspection fees. a. Gas piping to heating, ventilating and air conditioning equipment, and water heater. Shop Drawings: a. Within 15 days after award of Contract, and before any plumbing materials are delivered to the job site, submit to the Owner three (3) complete shop drawings in accordance with the provisions of Section 01300 these specifications, including all plumbing fixtures, trim, drains, cleanouts, piping, valves, insulation, hangers, supports, equipment and devices proposed to be furnished and installed. Shop drawings shall no be reviewed unless they bear the review stamp of the General Contractor. Product Handling: a. In the event of damage, immediately make all repairs and replacements necessary to the approval of, and no additional cost to the Owner. Examination of the Site: a. All Contractors submitting proposals for this work shall first examine the site and all conditions, including Local rules and regulations, thereon and /or therein. All proposals shall have taken into consideration all conditions that may affect the work under this Contract. Lack of this information will not be considered as justification for extra cost or allowances to the Contract price. Guarantee: a. All work performed under this section shall be guaranteed to be free of defective materials and workmans for a period of one year after final acceptance of the work by the Owner. b. Upon notice received from the Owner, Architect or Engineer, of failure of any part of the guaranteed equipment during the guaranty periods, the Contractor, at no additional cost to the Owner, shall promptly replace the affected part or parts with new parts. All labor required to perform guaranteed shall be includ as part of the complete warranty. Products: a. Description Scope Of Work 1. Soil, Waste and Vent Piping: Below floor to 5' -0" outside building and yard piping shall be A.B.S. or P.V.C. Schedule 40 pipe and fittings if approved by local authority, or standard weight coated cast iro soil pipe and cast iron/neoprene gasket fittings. Yard piping, where under a superimposed load condition such as a driveway or parking area, shall be service weight cast iron soil pipe and cast iron /neoprene gasket fittings. 2. Above floor shall be A.B.S. or P.V.C. Schedule 40 if approved by local authority, or standard weight coated cast iron pipe with neoprene rubber gaskets or hubless cast iron pipe with neoprene rubber gaskets and stainless steel clamps (Clamps All or equal). 3. Hot and Cold Water Piping: SECTION 15550 - SPRINKLER SYSTEM a. Work included under this Section consists of providing labor, materials, appliances, equipment, tools, transportation, superintendence and services required to construct and install a sprinkler system as specified, indicated and elsewhere required. b. The sprinkler system specified herein is required to meet the Local Building Code. c. Refer to Section 15400, PLUMBING, for piping and check valves. a. Hangers 1. Hangers must meet NFPA approved type for construction used. b. Sprinklers 1. Sprinklers shall be approved automatic spray sprinklers to comply with NFPA 13. Sprinklers shall be of operating temperature as required by NFPA and the Fire Marshal's Office. Provide approved metal cabinet with number o replacement heads of various types and quantities as required by Insuring Agency. 2. Upright sprinklers with 1/2" discharge orifice in finished areas with exposed ceilings where sprinklers are exposed to the public. 3. Semi - recessed sprinklers with 1/2" discharge orifice in finished areas with lay -in or gypboard ceilings where sprinklers are exposed to the public. 4. Standard chrome pendant sprinklers with short escutcheon (1/2') 1/2" discharge orifice in kitchen & service areas. c. Water Flow Indicator 1. Provide an electric water flow Indicator where indicated and /or required by the authorities having jurisdiction. Water flow indicator shall be provided with time delay mechanism, which absorbs fluctuation caused by water surges. Switches shall be wired compatible with solenoid valve installed in domestic water line. a. Installation 1. Drawings were prepared with intent that oil lines clear obstructions as pipes, beams, lights, hangers and similar items. Examine building and plans confirming dimensions before pipe is cut, fabricated and/or installed, to determine if offsets are necessary. Where required, offsets shall be made without additional cost to Owner. 2_ Following general scheme shall be employed when locating sprinkler heads unless restricted by Rules and regulating bodies. 3. Unless otherwise indicated, conceal piping in finished portions of building and expose elsewhere. Locate concealed piping in furrings, pipe spaces, chases and above suspended ceilings. Install exposed piping parallel or perpendicular to walls. 4. Lines at or above ceilings shall be held as high as possible and be run to ovoid conflicts. Include fittings and material required to accomplish this result. 5. Provide sleeves for piping passing through floors, ceilings and masonry of concrete walls. Locate, set and anchor sleeves. 6. Provide lintels required to properly complete sprinkler installation. 7. Provide plates on lines passing through floors, ceiling or walls. 8. Hangers must be properly spaced and secured to building structure to adequately support lines. Support from suspended ceilings and/or similar construction will not be accepted; 9. Devices shall be in accordance with Rules and Regulations of NFPA and Insuring Agency and shall bear their label of approval. 10. Reducing bushings are not permitted in more thon one outlet of any tee or any two outlets of any cross. Bushing are not permitted in any elbows or when the reduction in size of the outlet no less than 1/2 ". 11. Install check valve where indicated on plans. b. Testing 1. Test systems under normal operating conditions and demonstrate that parts are functioning properly. Conduct tests and secure final certificates of approval. Deliver copies of Certificates to Architect/Engineer & Landlord. 2. Test shall include but not be limited to the following: a. Two hour, 200 pound hydrostatic test aboveground system. b. Include cost and run such tests as may be necessary to demonstrate that equipment equals or exceeds capacities specified upon request. C. Notify Architect/Engineer twenty-four hours before testing. ECTION 15770 - HEATING VENTILATING AND AIR CONDITIONING Work Included: a. Heating, ventilating and air conditioning work required, including hoisting of equipment to the roof and setting it in place, includes, but not necessarily limited to: 1. Package heating, ventilating and air conditioning units (if not existing noted to be reused) 2. Installation of owner furnished exhaust hood. 3. All HVAC & hood exhaust ducts, dampers, grills, registers and diffusers. 4. insulation of ducts and piping. 5. Installation of exhaust fans, make -up air fans and gravity vents (Ductwork furnished & installed by Contractor), 6. HVAC controls and remote temperature sensors. b. Gas Connections (if required see drawings): Plumbing Contractor will bring Gas to heating, ventilating and air conditioning and final tie -in to HVAC by Plumbing Contractor. Intent of Drawings: a. The drawings are diagrammatic to the extent that they do not indicate offsets, bends, special fittings and exact locations. b. Piping, ductwork, apparatus and equipment shall be installed to avoid obstructions, preserve headroom, keep openings and passageways clear, and make all operating equipment accessible for maintenance. c. Governing Codes and Standards: 1. Install all work in accordance with the rules and regulations of the Standards of Safety, adopted and approved by the Insurance Underwriters and the latest standards recognized by ASHRAE and SMACNA and in accordance with local code. 2. In case of conflict between said codes and the drawings, the codes shall govern in all cases; however, notify Owner, before making such change. Examinations of Drawings and Site: a. Before commencing the work, the Contractor shall carefully study the drawings, specifications and site. He shall definitely determine in advance the methods of installing and connecting the apparatus, the means for getting the equipment into place, and shall make himself similar with all of the requirements of the Contract. Equipment shall physically fit the area allocated with ample access for service. b. The Contractor shall refer any discrepancies to the Architect for decision before proceeding with the work Submittals: a. Materials List The Contractor shall submit, at his expense, three (3) copies of equipment brochures in index fo within fifteen (15) days after contract is signed. All equipment and material submittals shall be submitted at one time. The drawings submitted shall bear the stamp of approval of the Contractor as evidence that the drawings have been checked by the Contractor and comply with the requirements of the Contract drawings and specifications. Guarantee: a. Furnish written certified guarantee, in acceptable form, to the Owner, against defective workmanship, materials and operating equipment; further, guarantee to rebalance and adjust entire system or any part thereof, as required for perfect operation for a period of at least one (1) year after acceptance, including cost of refrigeran charge. Repair, replace and make satisfactorily operative any and all defective items and, work holding Owner free from any cost and liability in connection therewith for the term of guarantee. The manufacturer shall provide a warranty on his unit compressors for a period of five (5) years. Coordination of Other Trades: a. The work under this section shall be coordinated with other trades to maintain a rapid and smooth construction progress with a minimum of interference. Painting: a. Apply one (1) coat of Zinc Chromate, or Rustoleum to bare metal surfaces of supports, etc. color to match unit's color or as directed by Architect or Owner. . Clean -up: a. All equipment and exposed surfaces shall be left smooth and clean. All plate work shall be polished and the entire premises shall be cleaned of unused materials, rubbish, and debris and grease spots. Products: a. General 1. All Equipment shall be the capacity and type shown on the Equipment Schedule on the drawings and shall as manufactured by one of the manufacturers designated on that schedule or shall be an equal VISION 16 - ELECTRICAL ECTION 16050 - GENERAL NOTES AND SPECIFICATION General: a. Contractor shall provide all necessary materials, labor, tools, transportation, superintendence and related items to install a complete and fully operative interior and exterior electrical system as specified herein, shown on the drawings and elsewhere required. b. All outlets, fixtures and equipments shall be fully connected to proper sources of power supply and left ready for use. c. Provide all excavation and tamp - backfill as required to complete work. Correct any settling during guarantee period to Owner's satisfaction. d. Provide all necessary cutting and patching as required to complete work. Patching shall be done by mechanics skilled at their work. All openings shall be filled and patched to conform to fire regulations. e. Cooperate with other Trades: Make known to other trades arrangement of electrical work and examine work of other trades to avoid conflicts. Examine drawings of other trades to determine exact equipment locations a power requirements and controls. Examine manufacturers' shop drawings to determine roughing -in requirements. f. Permits, Fees & Codes. Pay all cost for permits, fees and inspections required by authorized agencies havin jurisdiction over electrical work Electrical system shall conform to requirements of the most current National, State and Local Electric Codes, Local authorities and Utility Company. Equipment manufacturers listed are to indicate product quality; other manufacturers of equal quality will be acceptable upon written approval of Owner unless noted otherwise on the contract documents. All electrical materials shall be new, listed and labeled by UL and shall conform to industry standards, particularly NEMA, NFPA, N.E.C. & others. h. Provide typewritten directories in panel board with clear plastic shield. Provide engraved plastic load nameplates on all disconnect switches, motor starters and control devices. i. Tests: Entire electrical system shall be fully tested and corrected of any short circuits, open grounds, faulty wiring and incorrect connections. Guarantee: Complete electrical system including all materials, equipment and labor shall be guaranteed for a period of one year beginning with date of acceptance of building by Owner. k. Each bidder shall, before submitting a proposal, visit and examine the site in accordance with Division 1 to satisfy himself as to materials and scope of the new construction and any difficulty attending the performance of the work. I. The submission of a proposal will be construed as evidence that such an examination has been made. Claims made subsequent to the time of submission of the proposal for labor, equipment and material required for difficulties encounter, which could have been foreseen had an examination been made, will not be recognized. m. Workmanship: Electrical equipment shall be installed in neat, workmanlike manner. Unsightly installations shall be removed or reworked at no additional expense to the Owner. n. All lighting fixtures, lamps, dimming systems, switchboards and panelboards are purchased under the B.J.'s Brewhouse National Account agreement with fixed pricing. This material shall be purchased by the General Contractor and shipped to the job site. Substitutions are not allowed. Bidders may contact Ron Doyle at Wiedenbach -Brown at (714) 692 -2200 ext 322 regarding their order, scope or Technical questions. ECTION 16121 --- BASIC MATERIALS AND METHODS g. j. General: a. Section 16A applies to all works hereunder and shall include conduit, boxes, wire, wiring devices, lighting fixtures and related materials. Conduit: a. Connections to equipment, which shall be made with three feet flexible liquidtight conduit with liquidtight connectors. b. Connections to recessed lighting fixtures shall be made with six feet of flexible conduit from a junction box. Locate junction box to prevent relocation of the light fixture. c. Intermediate grade conduit with threaded fittings shall be provided in slab -on- grade, outside building, burial below grade and in wet locations. d. All other conduit shall be electric metallic tubing with compression type fittings. Except exterior exposed conduit shall be rigid galvanized conduit_ e. Schedule 40 and schedule 80 PUC conduit may be used as noted on plans. Boxes: a. Concealed boxes shall be 4-inch square galvanized steel with galvanized extension rings, total depth of not less than 2 -1/2 inches. b. Surface mounted boxes shall be pressed galvanized steel, utility type. c. Gangable sectional switch boxes are specifically not allowed. a. b. c. d. a. b. C. d. e. f. Wire & Cable (600V and less): The wire meeting requirements below shall be suitable for secondary power and light circuits and control circuits within the limitations of these specifications. Insulated wire No. 8 AWG and larger shall be stranded. All wire shall be brought to the job in unbroken packages, and shall bear the date of manufacturing and shall not be older than twelve months. Type of wire shall be as follows: 1. Unless otherwise specified or indicated otherwise on drawings, all #12 and #10 wire shall be THHN and all wire #8 and larger shall be THHN -THWN type. 2. Wiring adjacent to heat producing equipment shall be type AVA. 3. No wire smaller than #12 gauge shall be used, except for signal or control systems or where otherwise indicated. Wire shall be copper, 600 volt minimum rating, except for special systems. 4. Unless noted otherwise, all conductors shall be soft drawn copper conforming to the latest ASTM specifications and the latest requirements of NEC. Unless otherwise noted or specified, all insulation shall be rated 600 volt. 5. All wire shall be as manufactured by General Cable Co., Phelps Dodge, Anaconda, or a cable equivalent. 6. All wire shall be installed in conduit and color - coded. All wire shall be 98% conductive copper, rated for maximum of 600 volts. Wire Connectors: Wire connectors for sized #10 AWG and less shall be "Press -Snure ", Ideal 'Wrap-Cap", T &B "Stakons° or 3M 'Scotchlok ". Connectors for wire size #8 and larger shall be T &B or Bumdy methods using hydraulic presses. Electric Tape shall be Johns - Manville "Dutch- Brand" 3M,° Scotch Branch," or Plymouth "Slipknot Brand". Wall switches shall be as follows or approved equal with color as directed by Architect: 20A, SP, 125/277V. Hubbell #1221. 20A; 3W, 125/277V. Hubbell #1223. 20A, 4W, 125/277V. Hubbell #1224. 20A, SP, 125 /277V. with pilot light - Hubbell #1221 -PL 20A, SP, 125/277V. weatherproof - Hubbell #1281/1795. 20A, SP, 125/277V keyed switch, Hubbell #1221 -L Receptacles shall be ivory, except brown shall be installed to match finishes and shall be as follows or approved equal. Provide other receptacles as indicated on the drawings. a. 20A, 125V., duplex - Hubbell #5362 (I) b. 20A, 250V., 2W +G - Hubbell #5461 c. 50A, 250V., 3W +G - Arrow -Hart #5700, Bryant #9630FR or P & S #5950. d. Ground Fault (20A/125V) -- Hubbell #GF. -5362. Provide spring loaded weatherproof while in use covers where indicated. e. Clock and Sign Hanger - Arrow -Hart #5708, Bryant #2828 -GS or Hubbell. Plates: Provide faceplates for all devices including wall switches, receptacles, telephone outlets and all wall outlets. Face plates shall be satin finished stainless steel in all food preparation areas, bar, restrooms, offices and commercial grade smooth unbreakable plastic in Lobby /Dining, color to match devices and walls. Lighting fixtures shall be furnished by Contractor as scheduled on drawings except for those indicated to be furnished by Owner. Contractor shall install all lighting fixtures, provide necessary mounting hardware. All SECTION 16163 SERVICE AND DISTRIBUTION 4. 6. 7. General Materials Execution Lamping a. Lamp all fixtures with lamps of the designed rating and pattern. Testing a. b. Cleaning Up a. Scope: Section applies to all works hereunder and shall include service, metering and distribution. b. Service: The electrical distribution is 120/208 volts, 3 phase, 4 wire 60 cycle. Contractor shall verify service voltage with Utility Company and provide necessary revisions and modifications required. Service enters space underground. c. Metering: Contractor shall provide modifications necessary metering facilities including meter socket, current transformer cabinet, conduit and other work for metering required by the Local Utility Company. a. Disconnect Switches: Shall be (heavy -duty type, NEMA HD) fused unless noted otherwise, designed to accept only rejection type fuses and operator interlocked with the door in the "off' position. Switches shall be manufactured by General Electric, Square D or Cutler- Hammer. b. Fuses: Shall be current limiting with 200,000 amperes interrupting capacity, UL Inc. Class RK1 and shall be dual element, time delay, Class R rejection type. One set of spare fuses shall be provided for each size and mounted in "Spare Fuse Cabinet° located at the service entrance. Fuse identification labels shall be manufactured by Bussman or Shawmut. a. Disconnect switches shall be installed 4' -0°' above finished floor. All cabinets shall be vacuum cleaned before pulling wire Installation of Equipment and Fixtures a. Install all equipment and fixtures forming part of the work of this section in - complete accordance with the manufacturer's recommendations and all pertinent codes and regulations. Make all final connections to bar and kitchen equipment. General: Upon completion of this portion at the work, furnish all equipment and personnel and conduct all tes required to secure approval of the installation from all agencies having jurisdiction. Criteria: 1. All systems shall test free from short circuits and grounds shall be free from mechanical and electrical defects and shall show an insulation resistance between phase conductors and ground of not less thon that required by the National Electrical Code. 2. All systems shall show proper neutral connections. a. All equipment and exposed surfaces shall be left smooth and clean. All plate work shall be polished and the entire premises shall be cleaned of unused materials, rubbish, debris and grease spots. RED � � ��..�� CODE COMPLIANCE APP ROVED MR `, 7 .nb City Tuler 9 BU CarerBurgeu CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 co CC c13 LU 1 07; Z 0000 LU Ca 11.1 co 0 co Ca LU F- 0 EC co 144 CO CD m g L T 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25-08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: SHEET CONTENTS: 7- ff HAN 17 2008 I'EE is i GL LATER SHEET NUMBER: SP1.2 ail AilialOPMOU Ple/CAAAA Y.. 11 /30/07 01 /25/08 03/11 /08 SPECIFICATIONS _LL MECHANICAL FM CONT'R SEE MECHANICAL FOR SFECFICATICNS 414. 4t4,44. FINISIED CELING 13Y CONTRACTOR MAKE UP AIR DUCT WORK BY MECHANCAL CONTRACTOR SNOW - SG- t4TIG4LLY ONLY. (SEE MCA DUICsS. FOR EXACT CONFIGURATION 1 SPECIFICATIONS CONNECTION TO HOOD BY MECHANICAL CONTRACTOR IO'-0' MN. (PIER UMC) (VIERFY W/ LOCAL CODE) DaLAUST FM BY MECHANICAL COMRACTOR SEE MECHANICAL DRAL1103 FOR EXACT CONFIGURATION AND SFECIFICATIONS. HANGER RODS EX 14VAC. COCKING EOLIIPhENt BY KITCHEN ECUIPMENT CONTRACTOR 4 w I- 9 MOST DISC TO BE LEVY UATH PAR4PEt 1 L CANOPY -TYPE HOODS: THE LOITER LIP OF CANOPY -TYPE HOODS SHALL NOT BE MORE THAN SEvEN (1) FEET ABovE THE FNISHED FLOOR AND SHALL NOT BE MORE THAN FOUR (4) FEET ABOVE THE COOKING SURFACE. THE HOOD CAPTURE AREA SHALL OVERHANG OR EXTEND A HORIZONTAL DISTANCE NOT LESS THAN SIX (6) INCI- ES BEYOND THE OUTER EDGE'S OF THE COOKING SURFACES, ON ALL OPEN SIDES. CANOPY WOODS SHALL HAVE CASE TROUGHS AND DRIP PANS THAT ARE EASILY CLEANABLE f. NON - CANOPY TYPE HOODS: UNITS ARE APPROVED PROVIDED - THEY ARE CONSTRUCTED TO SE EASILY CLEANABLE AND THEY COMPLY WIN NE MINIMUM EXHAUST AIR VELOCITY REQUIREMENTS. NTS. SHIELDING AT THE ENDS OF THE HOOD •AKE -UP AIR: MAKE -UP AIR SYSTEM SHALL BE ENGINEERED TO PROvIPE COMPLETE MAKE -UP AIR IN ACCORDANCE WIN UMC *5II3 AND SHALL SE VERIFIED BY A LICENSED STATE AIR BALANCE CONTRACTOR PRIOR TO ACCEPTANCE. h FIRE EXTINGUISHING SYSTEMS: FIRE EXTINGUISHING SYSTEMS MAY SE REQUIRED BY LOCAL FIRE DEPARTMENT CODES. THEY SHALL BE INSTALLED SO AS TO ALLOW EASY CLEANABILITY OF THE HOOD AND DUCT SYSTEMS, AND WHENEVER POSSIBLE, SHALL NOT BE INSTALLED ABOVE FOOD OR UTENSIL HANDLING AREAS. TYPE I EXHAUST HOOD SCHEMATIC BY GM CONTR 56:ER TO ITECIURAL REQUIREMENTS GALUE ALL. !MELDED STEM EXHAUST DUCT BY MECHANICAL =TRACTOR DRAILIWAS F EXACT CA TlCN AND SPECIFCATIONS. 3" MNIhtPI -1x' MAXff1Il AIR SPACE-TYR? RATED DUCT SHAFT BY Gat CONTRACTOR TO CCMPR-Y UV LOCAL CODE Ca� -DUCT TO HOOD PLEAl1 BY I-IVAC. EXHAUST HOOD FABRICATED UN 3" AIR SPACE BE1IMI PLENUM AND UWL' SURFACE UL. LISTED- COr+ATNCs TYPE I Ed4IAUST HOOD BY HVAC 4 DUCT COLLAR GA, ExFOSED SURFACES MN. IS GA SSS SEE HOOD SHOP DRAM FOR EXACT DIMENSIONS AND COHIMR4T1ON WALL. SY GENERAL CONTRACTOR (IF e1 _ STUDS, STRUCTURAL STEEL STUDS RV:Cale:DED) SCHEMATIC ONLY SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SPECIFIC DESIGN AND DETAILS. MECHANICAL EXHAUST VENTILATION SHALL BE REQUIRED AT OR ABOVE ALL COOKING EQUIPMENT SUCH AS RANGES, GRIDDLES, OVENS, DEP FAT FRYERS, BARBECUES AND ROTISSERIES TO ELECTIVELY REMOVE COOKING ODORS, SMOKE, STEAM, RASE AND VAPORS. ALL HOODS, DUCTS, AND EXHAUST OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT EDITION OF THE UNIFORM MECHANICAL CODE ALL JOINTS AND SEAMS SHALL EE TIGHT OR SOLDERED FOR EASE OF CLEANING. RIVETED SEAMS ARE NOT ACCEPTABLE. FOOD I4 ATING OR WARMING DEVICES SUCH AS CI -EESE MELTERS, ETC, THAT ARE INSTALLED ABOVE OUTER EQUIPMENT BENEATH AN EXHAUST WOOD, MAY GATE AN AIR FLOW OSSTRICTION TO PROPER VENTILATION OF THE EQUIPMENT FOR WHICH THE HOOD VENTILATION SYSTEM IS DESIGNED. THEREFOR= THE DESIGN, CONSTRICTION AND INSTALLATION OF SUCH WARMING DEVICES UNDER A HOOD ARE SUBJECT TO EVALUATION AND APPROVAL M COLD ROOM STORAGE WALL 4 CEO FINS COLD ROOM STORAGE DOOR SMOOTH METAL OR PIAMGND TREAD FLOOR SURFACE PER FNISH SCHEDULE N.S.F. 30 COVED INTEGRAL METAL FLOOR 4" RAISED INSULATED FLOOR. RAISED FLOOR * WALK -IN COOLER /FREEZER 5° HIGH f QED W,4! -_ FINISH PER FINISH SCHEDULE 6" HIGH INTEGRAL COVED SASE EPDXY PER FINISH SCHEDULE COLD STORAGE ROG 1 WALL FINISH PER FINISH SCHEDULE COLD RAM ROOM r 67 INTERIOR 6" HIGH WAVY SOARD SCREED 4 SILCONED TO WALL OF COOLER AND EPDXYED OVER EPDXY PER FINISH SCHEDULE • 4 FINISHED CEILING 4 - PIZZA - SALAD€ - PASTAS - SANDWICHES - BBQ TYPICAL COVED BASE DETAIL * WALLS ICEMEN AREA OWNER'S REP. TO BE ON SITE TO VERIFY THAT W.I. INSTALLER SEALS WI SILICONE SEAL 4T 100 % AT BASE OF ALL S 4 SEAMS. COLD STORAGE ROOM COVED BASE DETAIL CORROSION PROOF I I DUCTWORK BY G.C. I HOOD DISHWASHER VAPOR HOOD ® DI8HMACHINE PROPOSED MENU - BEER 4 COCKTAILS - ASSORTED SOFT DRII'KC - DESSERTS EMPLOYEE CAPACITY MAXIMUM NUMBER OF EMPLOYEES PER SHIFT : 20 CO O CERAMIC TILE 0 11 CO SIS COVED BASE BY "SOWER SYSTE :3" 3/8' HIM COVE MIS III • TILE 318' MINIMLP'I COVE RADIUS 03 CO FIE LASS TER ED PAM8 Ml:) STACILESS STEM z W U SMOO H SEALED CONCRETE QUARRY TILE TYPE DIA ia MAD w/ SAL COVE DIAMOND ?REAP P ar/ INTEGRAL COVE W MNI1,11 COVE RADIUS EPDXY ca,w eon &' HIGH 3B' MNIMIII GONE PADRE SMOOTH GYP BOARD UV SEMI GLOSS Ems_ PANT TILE DEOB ED AL1411h11M (IWTTE fEnAlo-ED -a4 @V4I15 ) MOON 4 WASHABLE M1. TILE FOR T-86R SMOOTH GYP BOARD W1 SEMI GLOBS ENAMEL. PANT E'BOSGED A J INl11(MITE BAKED-a4 I IBII Z E1.) • • • 9 S e • • • HEALTH DEPARTMENT NOTES • • • • 0 • 1. ALL PERISHABLE FOOD SHALL BE HELD AT, OR BELOW, 41 DEGREES FAHRENHEIT OR ABOVE, 140 DEGREES FAHRENHEIT AT ALL TIMES. 3. ALL NEW EQUIPMENT SHALL MEET NATIONAL SANITATION FOUNDATION STANDARDS. OS --04,3 FINISH SCHEDULE • C. THE DISH MACHINE MUST ALSO BE PROVIDED WITH THER1OMETERS AND PRESSURE GAUGES TO INDICATE THE PROPER WATER FLOW PRESSURES, AND TEMPERATURES. 9. ALL EQUIPMENT SHALL BE PLACED ON MINIMUM SIX (6) INCH HIGH, EASILY CLEAN ABLE LEGS OR ON A FOUR (4) INCH HEIGHT CONTINUOUSLY COVERED CURB, OR ON APPROVED CASTERS, OR CANTILEVERED FROM THE WALL IN AN APPROVED MANNER • • 2. A THER'1OMETER, ACCURATE TO PLUS OR MINUS 2 DEGREES FAHRENHEIT, SHALL BE PROVIDED FOR EACH REFRIGERATED UNIT. THERMOMETERS SHALL SE AFFIXED, READILY VISIBLE AND TEMPERATURE READING SHALL BE FROM WARMEST PART OF REFRIGERATED UNIT. 5, PREPARATION 5INK ASSEMBLY SMALL BE PROVIDED 4 SHALL HAVE AN INDIRECT CONNECTION TO A FLOOR SINK WITH A MINIMUM I" AIR GAP. AUTOMATIC DISH MACHINES: a. ALL AUTOMATIC DISH MACHINES MUST MEET OR BE EQUIVALENT TO APPLICABLE NSF INTERNATIONAL STANDARDS. b. FOOD AND UTENSIL STORAGE ROOMS, REFRIGERATION STORAGE, TOILET ROOMS, AND DRESSING ROOMS SHALL SE PROVIDED WITH AT LEAST 10 FOOT - CANDLES OF LIGHT. S 4. ALL EXISTING OR USED EQUIPMENT SHALL MEET NATIONAL SANITATION FOUNDATION STANDARDS OR SE APPROVED FOR USE 131 ENVIRONMENTAL HEALTH DEPARTMENT ENFORCEMENT OFFICER b. POT SINK ASSEMBLIES SHALL INCLUDE THREE SINK BOWLS AND INTEGRAL DUAL DRAIN3OARD5. SINK COMPARTMENTS SHALL SE A MINIMUM OP 18" x 18" x 12" DEEP AND SHALL ACCOMMODATE THE LARGEST UTENSIL TO BE WASHED. DRAINBOARDS SHALL BE EQUAL TO LARGEST SINK COMPARTMENT. • • b. ALL SPRAY TYPE DISH MACHINES WHICH ARE DESIGNED FOR A HOT WATER SANITIZING RINSE SHALL BE PROVIDED WITH A BOOSTER HEATER OR SE CONNECTED TO AN APPROVED RECIRCULATING WATER SYSTEM WHICH IS CAPABLE OF MAINTAINING THE RINSE WATER AT NOT LESS THAN 180 DEGREE FARENHEIT. S. LIGHTING: a. ALL FOOD PREPARATION AREAS, ALL D151-1WA5HING AREAS, AND ALL BAR AND FOUNTAIN GLASS WASHING SINKS (EXCEPT WHERE ALCOHOLIC BEVERAGE UTENSILS ARE WASHED), SHALL BE PROVIDED WITH AT LEAST 20 FOOT- CANDLES OF LIGHT, AS MEASURED 30 INCHES ABOVE THE FLOOR 10. ALL WALL 4 CEILING FINISHES IN FOOD PR /STORAGE OR SERVICE AREAS SHALL HAVE SMOOTH NON ASSORR3ENT WASHABLE SUIRFACES 4 SHALL SE LIGHT IN COLOR WITH A 10% LIGHT REFLECTIVE VALUE. • • MAR 2 5 ?NB 0 6 • • REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila BUILDING DIVISION K -0.1 K-I. 1 K -1.2 K-2. 1 K -9.1 K -9.2 • • • SHEET INDEX K-2. 2 K -2.3 K-2. 4 K -I 1. I K-3. L 2 K-3. 2. I K-3. 2. 2 K-3. 3. 1 K -3. 3.2 K-3. 4. 1 K -3.4.2 K -4.I. I K -4. I. 2 K -4. I. K-4. 2. I K -4.2.2 K -5. I. I K -5. I. 2 K -6.1.I K -6.I2 K-6. 2. 1 K -6.2.2 K -6.3 K -7.1 K-1. 2 K-1. 3 K -8.1 l K-S. 2 K -S. 3 HEALTH DEPT. / COVER SWEET EQUIPMENT PLAN (KITCHEN) EQUIPMENT PLAN (DINING 5) EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE CRITICAL DIMENSION PLAN (KITCHEN) CRITICAL DIMENSION PLAN (DINING *3) WALL BACKNG / SUPPORT PLAN (KITCHEN) WALL R3ACKNG I SUPPORT PLAN (DINING +3) SLAB / CURB 4 DEFRE55ION FLAN (KITCHEN) SLAB / CURB 4 DEPRESSION PLAN (DINING P3) SMOOTH EPDXY PLAN (KITCHEN) SMOOTH EPDXY PLAN (DINING *3) UNDERGROUND PLUMBING PLAN (KITCHEN) UNDERGROUND PLUMBING PLAN (DINING 0 3) UNDERGROUND PLUMBING PLAN AREA FLOOR DRAINS PLUMBING PLAN (KITCHEN) PLUMBING PLAN (DINING +3) P05 / PRINTERS / PHONE COMML NICATION SCHEMATIC ( KITCHEN) P05 / PRINTERS / PHONE COMMUNICATION SCHEMATIC (DINING 5: On ELECTRICAL PLAN (KITCHEN) ELECTRICAL FLAN (DINING +3) BEVERArAGE LINE CONDUIT PLAN (KITCHEN) SEvERAGsE LINE CONDUIT PLAN (DINING (3) ELECTRICAL NOTES / DETAILS PLAN REFRIGERATION SYSTEM DETAILS R EFRIGERATt'2N SYSTEM DETAILS REFRIGERATION PLAN HOOD DETAILS HOOD DETAILS HOOD SUPPORT PLAN (KITCHEN) EQUIPMENT ELEVATIONS EQUIPMENT ELEVATIONS REMARKS L . TriMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 - 474 - 1000 F A X 949 - 474 -- 7298 E- VAIL :DRAIIIR6SOIRIRARKUSA,C011 This plan and the designs herein are the sale property of Trimark Raygal and may not be reproduced. changed or used by anyone, in port or whole. without the written permission of a Trimark Raygal company officer. Any desired deviations to this plan must work is don eapproved e responsibility anyone using this I t pion to read and become familiar with aU information shown hereon including any fiat of notes. Measurements an this plan are from available information. Trinted Raygal will not assume arty responaili ' for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm a9 information on this plan with The job site. Al infomiatfon on this plan for the general contractor or the general can - tractor's subcontractors to perform (plumbing, elechical, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or Rating of items net supplied by Trimark Raygat Trimark Raygal oi9 not assume any respon- sibility for engineering thereof. All building work thereof shall be by the general contractor including all roughing -in and final connections and all runs to equipment and in- dudiing aft fittings or any other parts materials or labor for such work If any such work is in Trimark Roygal contract, ti will specifically be indicated on this plan; if it is not specifically im&Cated on this plan, it Is not a part of Trimark Raygal contract and shall be provided by others. Tnmwk Raygal will asses no respons for work done by the general contractor or a subcontractor of the general contractor or arry changes made necessary by local codes (including: BBu'Idxrg Health Depart. ordinances, Fire Depart„ etc.) or changes by the owner, ardulect or airy other person outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trimork RaygaL Using this plan is admit- tance That all information on this plan has been examined and compared with other pions (example: architectural plans) and any inconsistencies, errors, ambiguities or orris- dons tone been reported to Trimark Raygal for wndten corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. -21 -08 ® PROGRESS PRINT 11 -30 -01 ® HEALTH DEPT. PLAN CHECK O BUILDING DEPT. PLAN CHECK ❑ BID SET RF77,1VED MAR 17 2008 PERMIT CENTER DESIGNER : TRIMARK RAYGAL DRAWN : TRIMARK RAYGAL CHECKED : TRINARK RAYGAL SCALE : NONE JOB NUMBER : 8131 SHEET TITLE HEALTH VEPARTMENT/ covER SHEET SHEET NUMBER ❑ CONSTRUCTION SET - 0.1 aC ;. ' -Y -- :*C . , :..✓� »,ate- .._�Y :»- : =F' - .ti ..�..r �� nv err :.max. -.... MAT 11 LAS SEE SHEET KA 2 I i I I MN l i 1 1 l i 1 1 NMI an I I q = 1 n 1 1 1 1 ® 1 1 e® 1 1 ® 1 1 1 1 ® 1 1 �" ' rn, Crn 1 1® 1 1® 1 1 11 d 11 11•15 11 PARTIAL PLAN VIEW REFIGERA11ON RACK ITEM # 1 VERIFY EXACT LOCATION WITH ARCHITECT AND ENGINEER 1® 1 1 1 i® I I∎ 1 i® 1 1 r 1 1 ® 1 1 ®' 1® 1 1 ® ■ 1® 1 1 ® 1 1 1 1 1 1 1 1 1 1 F4 4 \ 2' u HEATER ) WEATE; IL) el CD ID C JIP' PPP– ����.,. �.,•� � -� Irk 0 WWI CO I IIII ►O r r � ff L fl t�fflfflQflWJ!hI fflffl t� 11 ggilmigma lli," am 00 c"ds`ai 9 �a e t�-+T:e* 24C:14 n7 9�s:SC �'rr* L��v : v �' .:i o 59xstxmc 5`.; .x.;:ze'v:v "attic :'ear Avw+7.41 i:4050A - 4- atgt 2MT * s 24x4,5 lest 12448 e 5t f I CSC C) e C (am) • 7h _- ._ - - - - =' = y am Lp 0 _1J .■t� nnnnnnn .. . 701■■■tif* � . +��MrMlrr loll :n ■tits tit�ri \\ \ r r 111111�ih!!s uy °�"� 11111 cp ►DDY!DDGD0tD Cr ` CD 0 1 • `3 - Chili CD O CD CD €3 911 G -" _ CD D0_OD, _ r m — i ' (E) I ea, co cp 41) __ y3 .:,-, y \ 1 � :11 6.4 � I, �r� '. I 1i 7 ;11 r ' ai_YCOL STOP„ TANK 45" DIA. 001151 VE6aEL. 51" PIA. MATCH LIE tEEI 1® 1 1 ili= 1 1 ® 1 1 ® 1 1 ® 1 1 ® 1 1 C1111 1 IwY 1 1 Q (JC L2 EQUIPMENT PLAN GENERAL NOTES L THE GENERAL CONTRACTOR 51 -TALL BE RESPONSIBLE FOR ASSURNG THAT THE KEG. RECEIVES COPIES OF ALL ADDENDL 1 AND CHANGES TO BUILDING PLANS WHICH ARE MADE PRIOR TO AND DURING CONSTRUCTION. IF T1N15 INFORMATION IS NOT DELIVERED TO ICEL. GENERAL CONTRACTOR WL.I- BE RESPONSIBLE FOR ALL CASTS MIMEO BY THE FAILURE TO GIVE THE KE.C. THIS !INFORMATION. 2. KE.C.'S PLANS ARE PROVIDED FOR TI-E SOLE PURPOSE OF INDICATING ROUGH -UN LOCATIONS AND Et NF11 T 1 Q.IIREMENTS ONLY, AND DO NOT RELIEVE THE GENERAL CONTRACTOR AND SUB CONTRACTOR OF THE RESPONSIBILITY OF COMPLYING WITH ALL APPLICABLE COVES. 3. PROVISION SHOULD BE MADE t0 "DOUBLE -57UD" AND /OR SOUND PROOF COMMON WALL BY GENERAL CONTRACTOR LLI-ERE NOISY OR VIBRATION PRODUCMG EQUIPMENT 15 LOCATED ADJACENT TO DINING AREAS. 4 - GENERAL catrevcroR SHALL BE RESPONSIBLE FOR ALL ORAL CLEAN UP AND DISPOSAL OF ALL TRASH, CARTONS, CRATES, DEBRIS, ETC. AFTER FINAL INSTALLATION OF ALL FIXTURES. 5. GENERAL CONTRACTOR TO CUT OR PROVIDE HOLES THROUGH CEILING, ROOFS AND WALLS FOR DUCTS, ETC. IN ACCORDANCE WTH DUCT 51E5 SPECIFIED BY KEC PLAN. GENERAL CONTRACTOR ALSO TO PROVIDE ALL DUCT FIRE SEPARATION ENCLO5UfE5, WRAPPINFxS, ETC. AS MAY BE REQUIRED BY LOCAL. BUILDING AND FIRE CODES. 6. SpRIWLER W=ADS IN FREEZER BOXES WILL BE ADEQUATELY PROTECTED AGAINST FREEZING UP BY GENERAL CONNTRACTOR. 1. THE GENERAL CONTRACTOR 15 TO VERFr ALL ROUGH -IN LOCATIONS BEFORE SLAB 15 POURED, THE WALL AND CEILNGS ARE CLOSED, OR ANY OTHER WORK LIMITING ACCESS TO ROUGH -INS IS FINISHED. IT IS THE GENERAL CONTRACTROKS RESPONSIBILITY TO CONFIRM THE ACCURATE PLACEMENT OF ROUGH -N5 AND COORDINATE PLACEMENT WITH ANY OTHER REQUIREMENTS OF SUBTRADES. Dos oLo 6 TriMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 -414- 1000 FAX 949 - 414 -7298 E- OAR ,DRAVINGSOIRINA MA.0011 This plan and the designs herein are the sole property of Trimork Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Tnmark Raygal company officer. Any desired deviations to this plan must be approved in writing by Trimark Raygal before such work is done. tt is the resporatay of anyone using this *n to read and become forger with all information shown hereon including any It of notes. Measurements on this p!an are from available information. Trirrmmk Raygal will not assume any responsibility far the accuracy of such information. Fabricators, contractors, etc. using this pion are to cardirrn all information on this plan with the job site. NI information on this pkm for the general contractor or the general con– tractors subcontractors to perform (plumbing, electrical, curbs, walls, batting openings, etc.) are for the sale purpose of equipment requirements: reference is made to the owner or architectural plans for engineering or meting of items not suppled by Tdmork Raygat Tank Rayed wll not assume cry respm– sibTity for engineering thereof. Al bulling work thereof shall be by the moat contractor including all roughing –In and final connections and all runs to equipment and in– cluding all fittings or any other parts materials or labor for such work. If any such work is in Trbrwrk Raygal contract, it will specifically be indicated on this plan; if it is not specificaI indicated ao this plan, ft is not a part of Tnmark Raygal contract and shall be provided by others. Trimark Raygal will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Being, Health Deport orr1inences, fire Depart, etc.) or changes by the owner, archkect w wry other person outside of Trmn ark Raygd with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are mode by Trimork Raygal. Using this plan is admit– tance that al information on this plan has been examined and compared with or plans (example: architectural plans) and arty inconsistencies, errors. ambiguities or omis– sions have been reported to Trimmk Ronal for written corrections before completing bids or a ammendng any work hereunder. No adddional allowance will be made for such work unless R is agreed before acce of bids. Plumbing or electrical parts not suppled with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02 -21 -0S ® PROGRESS PRINT 11 -30 -01 ® HEALTH DEPT. PLAN CHECK rain DESIGNER : ❑ BID SET RE , = = - ED MAR 17 2008 PERivia CENTER DRAWN : TRIMARK RAYGAL CHECKED : TRIMARK RAI SCALE : 1/4" = 1' -P>" JOB NUMBER : 5131 ❑ BUILDING DEPT. PLAN CHECK SHEET TITLE E U I PM!NT PLAN (KI THEN) SHEET NUMBER ❑ CONSTRUCTION SET CG W W PA >,., cc. W u gt,D o < > Q > LL U-I W 1 o 1/4O TRIMARK RAY GNI I Iaws I I MO I IEEO II I Neerlientleeell I UN I I Wr I I r®h I I hnlig I I MSS I ! hMM • I® I I I 1111EI I • • I 63:61 1 I COSE I I .CO I I SEM I I I l I I ill I EQUIPMENT PLAN GENERAL NOTES L THE CORAL CONTRACTOR SHALL BE RE5PONSIBLE FOR ASSURING THAT THE KE.C. RECEIVES OOPS CF ALL ADDENDUM AND CHANGES TO BUILDING PLANS WHICH ARE MADE PRIOR TO AND DURING CONSTRICTION. IF THIS NFOR" IATICN 16 NOT DELIVERED TO KEG. C7E1kERAI.. CONTRACTOR LULL BE RESPONSIBLE FOR ALL COSTS NCUR RED BY THE FAILURE TO GIVE TI4E KE.C. THIS IfimCFPIATICN. 2. KM'S FLANS ARE PROVIDED FOR THE SOLE FUFFOSE OF INDICATING ROUGH -N LOCATIONS AND ECUIPh1ENT REQUIREMENTS ONLY, AND DO NOT RELIEvE THE lie E AL CONTRACTOR AND SUB CONTRACTOR CF 714E RESPONSIBILITY OF CCMPLYNS LUITI4 ALL APPLICABLE CODES S• PROVISION SHOULD BE MADE TO 'DOUBLE-STUD° AND /OR SOUND FROCF GarICN WALL BY GENERAL CONTRACTOR (L ME NOISY OR VIBRATION PRODUCING EQUIPMENT IS LOCATED ADJACENT TO DINING ARIAS. 4. GENERAL. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GENERAL CLEAN UP AND DISPOSAL OF ALL TRASH, CARTONS, CRATES, DEBRIS, ETC. AFTER FINAL INSTALLATION OF ALL FIXTURES. 5. GENERAL CONTRACTOR 70 CUT OR PROVIDE HOLES TI4R000W CEILNCx, ROOFS AND WALLS FOR DUCTS, ETC. IN ACCORDANCE WITH DUCT SIZES SPECIFIED BY KEC PLAN. GENERAL CONTRACTOR ALSO TO FROVIDE ALL DUCT FIRE SEPARATION ENCLOSURES, UJRAPFNC5, ETC. AS MAY BE REQUIRED BY LOCAL BUILDNG AND FIRE CODES. 6. SPRINKLER HEADS IN FREEZER EOXES WILL BE ADEQUATELY PROTECTED AGAINST FREEZING UP BY GENERAL CONTRACTOR T. T1-E GENERAL CONTRACTOR 15 TO VERIFY ALL RGUCH -N LOCATIONS BEFORE SLAB 16 POURED, THE UJALL AND CEILINGS ARE CLOSED, OR ANY OTHER WORK LIMITI1,6 ACCESS TO RO4I.1 -N5 IS FNISHED. IT IS THE GENERAL CONTRACTROIRS RESPONSIBILITY TO CONFIRM TI-E ACCURATE PLACEMENT OP ROUGH -NS AND COORDNATE PLACEMENT u11TH ANY OTHER MQUIREMENTS CF SIBTRADES. MAT I lifiiS l i 11® I I ® I I® I I® I I ®! I® I I LINE SEE SHEET K -1. 1 I I m a l t .sue I I We I I OM II l 1 1 td0ea I I semi • J (2=i) t - 144 �J 154 i rt 154 \I* CL) ( 4 R��iV Q,�� C APPRO CC 10 'ZCIn OW CA 110 BODIN 01\1151 T r ark Raygal Foadservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E I 949 — 474 -1000 FAX 949 - 474 - 7298 E- YAII,ORAUINGSOTRINARKOSA.CON This pion and the designs hereon are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole. without the written pormesaian of a Trimark Raygd company officer. Any desired deviolions to this plan must be approved in writing by Trimark Raygal before such work is done. R is the respansfixfity of cyan using this plan to read and become familiar with oll information shown hereon including arty fist of notes. Measurements on this plan ore from available information. Tdtnmk Raygal wnTI not assume any respans illy for the accuracy of such information. Fabricators, contractive, etc. using this pion are to confirm all information on this plan with the job eke. All information an this plan for the general contractor or the general con— tractors subcontractors to perform (plumbing, electrical, curbs, walls, buildmg openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not suppled by Trimort Raygot. Trunmk aid not as — me any respan sfihnTfiy for engineering thereof. � ng work thereof shall be by the general contractor incuding all roughing —in and final connections and all nine to equipment and in— cluding all fittings or any other parts materials or labor for such work. tF cry such work is in Trimark Raygal contract, it aril specifically be in:lcoted on this plan; if fi is not specifically indcated on this plan, it is not a port of Trrmark Raygal contract and shall be provided by others. Trimark Raygal will assume no responsibiifiy for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (indudmg: Building, Haab Deport. ordinances, Foe Depart, etc.) or changes by the owner, arc Matt or any other person outride of Trenark Rand with authonly to the such changes and work c be completed unth the appropriate corrections are mode by Trmak Raygal. Using this plan is odrret— tamce that all information on this pion has been examined and compared with other plans (examples archfiechael pions) and any inconsistencies, errors. ambiguities or omis— sions have been reported to Trmark Raygd for written corrections before completing bids or commencing any work hereunder. No additional allowance be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical pats not supplied with the ent as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 0 2 - 21 - ey a ® PROGRESS PRINT 11 -30 -01 ® HEALTH DEPT. PLAN CHECK DESIGNER : SHEET NUMBER ❑ BUILDING DEPT. PLAN CHECK ❑ BID SET ❑ CONSTRUCTION SET MAR 17 2008 R�Fsei of CENTER DRAWN : TRIMARK RAYGAL CHECKED : TRIMARIK RAYGAL SCALE : 1/4" JOB NUMBER : $131 SHEET TITLE !OW I PMENT PLAN (DINING #5) — 1 . TRMMAIRK. RAYGAL ARCM ELECTRICAL CONTRACTOR NOTES , 4 ....! z... 1. .. .. �•� EQUIPMENT ROUGH - .... ., �. -.... ...,..,��.�... . t i .? IS• _..r .. •r s:+ t e,i v. t;e. , . 4'� -r .. _ r- .. _ - _ _ - ...r _.r. ..... _. ..... ..._a .P.. .... .._.. :Y' -.:;l. ,..Ta. ...s ..,• «_._... ._.... ....�;Z....f...c.. J'1- .ti.:lh:•t._.r�.n. _.�..::1:,. .. _'Y:I- ::S " ... ....... ...�. :a4. .n G'�... 1. 5E�°91{R•3�7 - ...., .. ..: . , .:-.. {. ..:. =.Ix�•.r�_:,- •.. fnwr.: ...:r :N'.rv:'vx I N CONNECTION REOUIREMENTS - .:.es: ,.....�......- ,....t .. . _ r ._.... . ,. . t : „r.,...,:li: -. ,s . r..... t.. _ . _.- .. ...., .,:i::.._--_.. _ u e _ .. : s:a. o r .� .. .` - t,. -- r , -i ALL ELECTRICAL REGIMENTS NDIC4TR� N TIIPSE PLAITS ARE FOR KEC. AND/OR oat & MPPI-® ESIEFMENr AS 51 -1011N ON KI SERIES EGdiIPMBNT PLANS AND DESCRIED IN K2 E JR ENT 5CJ$PULE5 REFER TO TILE A NTECitIRAL FLANS, TINE atim l KsU E3RNC, plums, AND 11-E GIN RAL CONTR CTOR FOR ANY ADDITIONAL ELECTRICAL REQUIREMENTE ALL ELECTRICAL WORK SHALL C01'fFLY URN ALL AMICABLE ICABEE CODES AND /OR NTAL ME NG ES 144.144 mosnicTIaN OVER PROJECT LOCATICr1 E -2 TIE SIMSOLS SHGUN Una TIC PLAINS INDICATE LOCATION AN OUGH M D 1YFE OF R- ONLY. ELECTRICAL C 41 4crDR TO NOME AND INSTALL CIRCUITS AND CCNDIJ►t AS REQUIRED, N AI1.0(�AIdCE 1I11H THE EI EGIRJCAL ENGi�S DRAMS, ' CONFOi�'IRrG W ALL AMICABLE CARES AND/OR CsOYEfat BNt'A AGENCIES HAVING JUISDICiION OVER PROJECT I OCATIOPI E -3 IC.ECTRCAL CONTRACTOR TO I AND NSTALL ELECiRJCAI- a:RiACES TO ROIY., i -N LOCATION Ado FROM ROUGH -N TO MOMENT PONT CF Ca ItecTick, E: LABOR, MATERIAL, MK SERVICE RIMS, COCUITS, MOM SPEAKERS, MOTiON EOM, CUTLETS, P I - U C � i ' i O L D S , SUIITC4E5, PULL B O X E S , C G T I 1 R O L S , SI-INT-TRIPS, P t.4 COi CTOi i/ CCHIGUIRATIC445, LOCK -OUT DEVICES, DISC NECTS, PA1+iE. SOAKS, Etc NCLUM Fri.. EQUIPMENT COMMONS, AB RECUIRED AMOR NECESSARY FOR PRCFER OFER4TIOH OF FUMED EQUIFhFNi N57A1ATICN SH MEET A14 AMICABLE CODES OR GOV$1!"�IT IOUs HAVNG tt . ))I of & ALL LCCAtICN E-4 ELECTRICAL I:NGeI1RicaNrRacroR TO VFr ALL REGIMENTS AID LocA1IaN5 CIF CUM WISED 6211IRENT WITH OUTER SELECTED SIFP1.E2 PRIOR TO ROJGHIrs-IN ANY MUTES. E-5 ELECTRICAL CONTRACTOR TO MN AND INSTALL SEPARATE CIRCUITS FOR E4 4 SELF mow RATER AND/OR i IN LESS sP E-6 ELECTRICAL =TRACTOR TO R R 41614 AND MULL LOCICCIJT DEiACE ON CIRCUIT MAXIM COMROLLMG WAIST ELOI ERS, 114CE -IP AIR FANS, ICE MAKERS, REIRtGERA1iCN STEMS AND RrRE PROTECTION SYSTEMS, UNLESS O1HERlU6E MIRED. E - 1 ELECTRIC.A CONTRACTOR TO RIMER AND NSWL DEDICATED CIRCUIT IE=CEPTACLES W/ ISOLATED GROIFOt AND LS'FTY =MT (nil.. PIA. I') W/J - BO)( FOR PATACOMINICATIN CABLES a ALL P.O.S. DEVICE LOCATIONS. VBRIFr ALL REGUIREPENTs WIN MI ER AND/OR =ER SELECTED VIENPOR E-8 ELECTRICAL CONTRACTOR TO RIRN % AND NSTALL 4/0 (OCTAGONAL) J -BOX tart V2' MARK/ CONDUIT RISER FOR FIRE S FPRESSICN STSTE31 REi1OTE I LL$TATIONS. caw TO WIND 6' AJ3OVE FNISI-ED CEILNG AND REJMAM ACCE561ELE FOR ne SYS1B1 CABLE FILET NSTALLAIION BY K.E.C. El ELECTRICAL CCNT1?.4CTOR TO NIER.00K EXHAUST PANS) AND MAKE -I!p AiR FAN(B) AND 1TERY.ONNECT MOTOR START/STOP swam 8 WITH HOOD LIGHT 6UITCI4(5). REFER TO ELECTRICAL AND 14.VAC. ENGISERNG DRALINGS FOR COMM E4LAUST FAN REGIME/9M E -10 ELECTRICAL CONTRACTOR TO FURNISH AND MALL NTERLCOKII4 COINEC1TGN EIMER =MATE HOOD DaIAJST FAN AND PI514 MACHUE GWOFF CONTR1.6, UNLESS oTIERIII6E SPEORED. E -11 l7.EG1RICA. CCNiiZ4CTCR TO IILSH AND INSTALL SlII1NT ii2fP BREAGEi dTmiOR =ACTORS AS MOM AND ALL NlERCONECTMG CONDUIT AND WIR9rCi, FROM B.ECTRIC MD ODOKMG EQUIiP1":NT, REc T -ES I AJ- OT R LELECTRICAL CIRCUITS INDER EXHAUST H0cD5 NBTAL A11Cf1 SHALL MEET AU. APPLICABLE CODES OR GO> NNT AGENCIES HAVING JURSDICTIO1 G PROJECT LOCATION, SEE FIRE STEE 14tS DETAILS al (Kb SERIES S1 TS/ E -12 ELECTRICAL CONTRACTOR TO MUSH AND WALL CONDUIT, UIRRNG AND NTERON CTIONS TO COLD STORAGE RDGM ELMER COIL, SOLENOID VALVE ATV THEM TR1 DISC CT swat (SOLENOID VALVE, THERMOSTAT AND BLOM COIL MOW BY KEW.IAN RIGID CONDUIT ABOVE COLD STORAGE ROOM GEM AND PENETRATE At CQNRECtION PONT ONLY. SEE E()11IPI'ENT RELATED DETAILS CN (Kb SERIES SEEM E -I3 ELLECiRICAL CGrt1RACTOR TO FLUSH AND MALL CONDUIT AND CaLGR CARED DEFROST EQUIPMENT LIST PLUMB I N U I REMENTS VENTILATION 1�E4 U I DEMENTS ELECTRICAL u I I�E1ENTS Q o F6 ; _ 'U > ESC IPT1ON d Ea R z p E= ® 'TE� SAS PLUMBINb REMARKS t - t �2 1 v i s- U F < li g -I > < 1 IVI g .) - ei ELECTRICAL. REK : 1. 1 o 1 i- , ti Si tz t 0 1 e- 3 u to C] ut 1 -. - �n z r W I a 9 u p 1- V I~ Y . t , d ('� �n 9 0 Y WI . .4E, 0 2 V O G CNEf . }� F I REMOTE REFRIGER4TION RACK I KEC KEC ROOF ' 208/230 1 3 82. Ah1P5 100 AMP MAX FUSE 92.5 AMP MIN AMPACITY, REFER TO REFRIGERATiON SYSTEM SHOP DRAM a SHEET'S K -1. I AND K-1. 2. EC TO RI14 CONDUIT 4 WIRE FROM ITEM ° I TO 15, VIS :� .• . < ' r' rr w - • - • : : ' • r * „. * * 2 , POWERED Ti-1R1 ITEM °I RATiON RACK, SEE SHEETS K -1. I AND K -T. 2. IMEIIIIIIIC CURB 11/1° I Ill" a I '� REM .a = 120 5.0 AMPS EA _ CURTAIN KEC KEC WALL 120 I 5.1 Ate 1 EC TO COitECT THRI DOOR ACTIVATED MICRO SWITCH. 4 RE1`ER TO DETAIL °2, SHEET K -6 3 BUG UPPER I OSY 05V WALL 120 10 AMPS I vERIF7 REQUIREMENTS W/ OWNER 5 - • . r <. «, . ; •. TMENTS) LOT KEC KEC WALL IIIMMMIIIIII IN 6 i EILK CO2/ NITROGEN LOT 05v OSv CUB 120 I 15.0 AM FS VERIFY IEQUIRiS1E4T8 WI 06Y vERIFY LOCATION W/ c1INE . 1 1846 0X RACK LOT OSv OSv 6" LEGS slI2" I EA, IW in I E4. 1W TO F9 BY PC, FILTERED GW CONNECTION PC TO PROVIDE Slit CF - OW PiEYl= TITER 120 I 80 AMPS VERIFY REQUIREMENTS W/ 06v. 8 A5 R1rC+1111�D BY GODS 1�RIF1" LOGATiON 4 RE(111 NTS W/ PLL LNG ENGR. PLAN V1 =R(FY i2EQi11�lTS W/ OSY. _ = r USED 9 0 WALK-IN cooLER 1 KI=c KEC FLOOR 120 I 5.0 AMPS EC TO CONNECT LIGHTS TH1a1J 6WITCN. EC. TO PROVIDE FLOURESCENT BUDS 10 ° P481120W40 FOR WALK -IN LIGHT i=1XNRE6 r COOLER - • - . ••- • 2 KEC KEC ITEM 10 IW 1 1 EA. till TO fie 13Y PC. , , EC TO MOWT AND WIRE THERMOSTAT AI 5. 4 SOLENOID VALVE TO COIL FOR R COIL • CONTROL. SEE WIRING DETAIL SHEET K -1.1 FREER ' I KEC KEC FLOOR 120 I '� '- EC TO CT LIGHTS THRU SWITCH 4 PROVIDE CONTNUOUS POWER TO DOOR HEATER t NEATER VENT. B 14 FREEZER SHELVING LOT KEC KEC LEGS 14 IMEZER EvAPORATOR COL 1 KEC KEC ITEM 13 ILLI p. 1 flU TO FS BY PC, DRAN LINE - • BY - * 5 r EC TO RN POWER WIRING THR CONDUIT FROM REMIGERATIoN RACK, ITEM ° I, CONNECT EVAPORATOR COIL THRJ COMPONENTS d DRAIN LINE FEAT TAPE Ec TO W I-EAT TAPE. REFER TO REFRIGERATION SYSTEM SHOP DRAM, SET K -1. i 15 COITROL CIRCUIT I Ill% RCM ME ER ELG ER COIL(S) TO TF.RMNALITI E CLOCK ON REMOTE REFRIGERAT1 4 COMPRESSOR RACK-REFER TO (K1 SERIES) REPRIGERATIaN RACK DRAUNGS FOR CCNTRDL CIRCUIT SCHEMATIC DETAILS. E -14 ELECTRICAL CONTRACTOR TO WISH AND WALL NTERCG IECTIaN5 TO KEC, COLD STORAGE iAX1M VIEUPORT DATER 14iG14 TEMP ALARM, LIGHTS, DOOR AND mute HEATERS AS NECESSARY. FIN ALL RIGID CONDUIT ABOVE COLD STORAGE ROAM GEM AND PENETRATE AT CONECTIN Pm aNLr. SEE EQUIPPOt RELATED DETAILS oN (kb SERFS 51 -STS) E -Ca ELECIRCCA. CGNTRActoR TO FOAM ZEAL ALL OMIT FEETR4tICIE TtNR7(JGH COLD ST OWE ROOM C LP* PANELS TO FREM3'lT CONDENSATION AND /OR BUILD-UP. E -16. ELECTRCAL CONTRACTOR TO MON AHD WALL CCNTNJOUS BalRFACE P1CXNTED FUMED UATFt RECEPTACLES AT 24' ON MITER AT LNDERSIDE CP EARTOP, ROME LENGTH POUTED at PLAN, MESS OTHERviSE SPECIFIED E -11 it IS 1HE aLtER'S RESPONSEILIIY To FIE FOR AID FUR11514 REC'OKTED TEST LAS CERTIFICATION OR CERTFICAIES OF APPROVAL ETC. FOR OM MIRED/PROVIDED EG11IFt'1F7Nt, MERE GIN TESTING APFR7YA.s ARE mum SY PREYAuMG CODES OR GOVERVERT AGENCIES HAVING JU12fSPIG1ICN OR PROJECT LOCATION. UNLESS OT1-1ERIJISE SPECIFIED, .-- - TO ■ E lb N.2119ER NOT USED .111.111111111111.111111111111111111111111111..1111.111.1111111111.111111.111 16 11111 iD O16ER NOT USED 113 19 MEAT CAGE 30 "X48° I KEC KEC CASTERS 20 SECURE STORAGE SHELVING 2 KEG KEc CASTERS 20 21 CFIEMICAL DISPENSER I 05V OSY WALL 21 22 MOP SiNG / MAT WASH I GC GC FLOOR DW 3n 1 22 PLUMBING /MECHANICAL CONTRACTOR NOTES 23 1.606E 131859 2 PC PC WALL PC TO PROYIDE 140SE 131136 LLI/ vACLAti MAKER < ' 23 P -I ALL F1115114 RE;QUIREtME{TS INDICATED N THESE FLN i AR FOR KEG. Ate /OR OM ER 5(PF1.IED EQUIP PERT AS 5HO4N at KI SERIES EQ1P IE NT PLANS AND DESCRIED N K2 SAS EQUIPMENT &CREMES. REFER To TIE ARCHITECTURAL PLANS, TIE CURER i NG NG DRAMS, 5, AID THE GENERAL CONTRACTOR FOR ANT ADDITIONAL FL1 REGIMENTS. ENtS. ALL FUJI MG UM SHALL cai•IPLY WITH ALL APPLICABLE CODES AND/OR Gana �NTAL ACBNCES NAVA S JURISDICTION OVER PROJECT LOCATION P -2 THE SYMMS SHAW WITHIN THESE FLANS ItVICA1E LOCATION AND ME CIF G 4- 1i511J5 atm FLUP1304 CONTRACTOR To PROVIDE AND WALL ALL SUPPLY, REIi iRI, WASTE, MT, AND FiEL LINE PPM N ACCORDANCE UIi'H 11.E FLtIMBT% BNC S MAIM, ARO CaN OR 1NG WITH ALL APPLICABLE CODES A DIOR GCVERMTAL MINCES HAVMG J U R I S P I L T I 0 N OVER PROJECT L O C A T I O N . P -3 RIMING CONTRACTOR TO ROM AND WALL AJ. f l.WENG SERVICES TOR 4/414 -IN LOCATION AND FROM i GFI -N to EQUIPPER? PONT OF COMM, IE HOT UL4TER COLD W41IER PIFECT UL4STE$, SANITARY DRAIN LINES, FLOOR MS, a.ocR DRAINS, STEM MTV, STEAM RE11R NATURAL GAS R. PM, H1TNGS, HMS, STRAINERS, GAUGES, CLEAN CUTS, VALVES TRAPS, STOPS, PRESSURE IEGULATORS ETC, NC1 FMA . WARM CCNRIECTICN S AS REWIRED AND/OR NECE55ART FOR PROPER OPERATION OF WISED EQUIPMENT. N6rAL4A11oN SHALL. h1ffT A'PLJCA WARM' E.E CODES all WARM' AGEAGENCIES HAvIN<x JURISDICTION CF PROJECT LOCATION P-4 1111 ENGINEER/CONTR4CTOR TO VERIFY ALL REQUIREMENTS CF DINER FUt� MINED Et�I PENT uJ14 SELECTED V13mOR PRIOR TO -M ANT UTU.tTES P-5 PLLIIINI6 CONTRACTOR To FUR TER AND M5tAJ- ALL REDUCNr VALVES/STOPS NECESSARY AT HOT/C•OLD WATER aFFLY LINES FOR GENERAL WATER PRE55l� NOT TO EXCEED 40 PSJ4 MAXi9I1 AT KITCHEN EGLIPPENT. P-6 P1.1111316 CONTRACTOR TO HJRUS 4 20 PSJfs. MAIM PIM W41LR PRESSURE RE AT DER° / DISIuL451$R P -1 FY.t1'5NG CONTRACTOR TO RPM AND INSTALL MSNle TYPE YAC ILM MAXIM EacxFlaW REVERTERS, DoueN.E a->Eac VALVE ASSWMf3LIES AND REDUCED PRESSURE HA MOPE DEVICES. AS RE QIIRED BY CODE OR GOVERt�tl 2 AGSM RAM ,IIJFiISDIC1104 CF PROJECT LOCATION LN. ESG OTI• IJSE SPECPIED. P-8 HA MM s CONTRACTOR TO F'ROVIDE AND WALL ALL WASTE LIES, BOTH DIRECT AV INDIRECT, tN O11 -MLI E SPECIFIED. INDIRECT WASTE LINE5 ARE TO E ADEiiLATELY SUED AND MO FROM E UIPPEttT MN TO FLOOR6IK DRAIN LINES Wtt4N FIXTURES MUST I E WITTED TO CONFORM TO MCA STRICiURES. IP IRECT llbLSTE LINES FROM ICE BINS AND GOLD STORAGE R CPIS ARE TO 13E INSULATED TO FROHIEtt siLEATNG. P - S FtU113114 CONTRACTOR TO INSTAL ARE PROTECTION SYSTEP1 GAS SHUT - OFF VALVE ROHM EY KEC. AT GAS SUFFIX LUE TO coc* G EQIIF•ENT IN M EASILY ACCESSELE LOCATION Am PRESSURE TEST PRIOR TO COWING TO ANT EQUP'hBNt. . P -10 PLUMENG CONTRACTOR TO FURNISH AND INSTALL A GAS PRESSURE REGULATING VALVE GAME OF PROvi + OUTLET PFd;55M FRO14' TO 1' WG. FCR NATURAL GAS FUEL, AND S' TO 12r 0G. FOR PROPAE GAS REL WHEN SPECKED. P -U FLII•ENG CONTRACTOR TO YERFT FEAURE a is FOR GREA° LADEN WASTE WITH ALL LOCAJ. CODES ArO GoveRrENT AGENCO RAM ALIRISDIGt1oN CF PROJECT LOCATION FRIOR TO ROWING -N CIF ANT SUCH WASTE L ITE(5). P -12 1$8114614IC,4L CONTRACTOR TO RE N1514 AD MULL GOKDazER WATER 5(P'FLY AND l INN IE. LABOR MATERIAL., PIPNG, FITTN65, ANIONS, GIRAINEFS, GAUGES, VALVES, STOP , PRES REGU ATORS, FNAL CGNECTICKS AS REQUIRED AJ D/OR AS NECESS4RY FOR S PROPER OPERATION CF KEC FURNISE7 EalIFISIT. INSTALLATION SHAD- MEET APPLICABLE CODES OR GO41T 1 MACES ES NAM ARISDICT1cN OF MI:MCI LoCATiON 24 MOP RACK 2 KEC KEC WALL 24 2 5 MAT R A C K I KEG KEC WALL 25 2 6 MAT WA51 I SE FAU W Y AGIUM RIC I PG P WALL �• - REQUIREMENTS 26 2 1 NUh1Pl~R N 1 =D 21 28 VA1.YE ENCLOSURE I KEC KEG WALL INSTALL YALvE MOM e +Or AFF. 28 29 BEAK TALE I I C KEG WALL 29 30 S/S WAi� CAPS t COMER GUARDS LOT KEG KEC WALL 30 3i DRY 8T ' OBE 56$LYINCs LOT KEC KEC LEGS 31 _ R FOR 1 a = r 32 WATE'1� FILTR4TION SYSTEM r • • r { 1 . t • - • . : r + • - . •. PER : - • CODES. TO •B - - �, I : �, 'l,dJldC �.t� tl° I IC Lo a era 4.�. I VERIFY REQUIREMENTS W/ OSY ®.., ���� 32 .a A r3 c y r d 7 TR L3 - • LOT 06Y 09Y CURS _ _ vERIFY • PC TO INSTALL ALL ~ • r r r I ; e. - r + - . OBTAIN , 80 AMPS 1'114 1 VERIFY REQUIREMENT6 W/ 06Y. J v 33 34 ICE rr - HOWER 2 KEC KEG ITEM 35 CI Of �� n e I ICE •'• KEC s - FLOOR r FLOOR r 36 ICE MAKER 2 KEC < TO FS 13Y FILTERED CW, FC TO CONECT - - I • 208 )730 I B.5 AMPS EA 2 . 31 . ;a u • r - • - I Mal 3 -WIRE UV D>= DILATED NEUTRAL FOR 15v DI6CGNI'IEGT Mick MACHINES TO FS, AS STATED IN INSTRUCTIONS. EC. TO RLN POWER MI CONDUIT FROM ICE MAKERS TO ITEM 0 2 ON ROOF 38 LW SAFE I 05V OSv 0.1R3 120 I 10.0 AMPS I * VERIFY PHONE LINE REQUIREI"IETITS WI VENDOR 38 39 LIQUOR STORAGE 61-ELYING LOT KEC KEC 6" LEGS 3g 40 FAX / PHONE / COPIER 1 OILN OILN ITEM 41 120 I • * vERIrr ELECTRICAL REQUIREMENTS W/ MR. 40 * VERIFY PHONE LINE REQUIREMENTS W/ DINNER 41 OFFICE COUNTER I MG MC WALL 42 OFFICE CHAIR 2 MN OILN FLOOR 42 43 OFFICE 111461514ELvE5 t CABINETS LOT MC MC WALL 43 44 FILE CABNET I 011N OWN FLOOR 45 SAPE I KEC KEG FLOOR 45 - • :� • ELECTRICAL ,• • * ' YEW EC>i<11RFlTS W/ OSY, 46 M! �1 6� 4A N I CAL NOTES T! S J� • - - • - I OI1N OI,N FLOOR 120 8.0 AMPS EA CLEM POWER FROM POS PAM_ 41 E- NOT Er 48 M -I WAG.. COMACTOR TO LUSH AND WALL WAIST AND SUPPLY AIR SYSTEM N A C C O R D A N C E W11141'ECHANICAL arsINEERN3 D R A M S , AMICABLE CODES A®/OR GOVERMENT AGENCIES HAVit i JIRSPICticN Of PROJECT .004TiCK FIVER TO KITCHEN EQUIFh161T VENTILATION FLANS FOR EXACT GM, OT AM PR551$ E, MGT CONNECTION SIRE F. AND LOCATION �RUIi Ni3 Gf KE,C. P�NISFIED EMMETT. 11 MECHANICAL caNTRACTQR TO FURNISH AND NISTALL CO -INS WATER s11PPLY, AN) RETURN N 8T8181, IE. LABOR; IM4TERiAL, PIPtNGa, WINGS, URUCt45, &TRAMS, GAUGES, VALVES STOPS, PRESSURE REGULATORS, ETC. &CN.UDiNG FM- EQUFt•E4T CONEGTICNS. AS REQUIRED AMOR NECESSARY FOR PROPER OPERATION OF Ki:.C. WISED WRIER?. t INSTALLATION SHALL itET ALL APPLICABLE COPES OR GOVEFRIERt ACC TICIES um J1121eOIC11GN C'F PROJECT LOCATION IN.E65 OTIERIISE MINED. 4i PCS SERvICE - I 05Y 06Y ITEM 41 IRE 1 T6 W/ OWNER 49 50 PHCNE VERIFY EQU11RE1'1ET4T9 111/ OWNER 50 , .' 1 = POT SW " ., - i KEC KEG 6" LEGS /4° 15 3/4" 3/4° Z IW 2" 3 IW TO FS BY PG- iPC TO PROVIDE CHECX, VALVES ON FAIJGET SUPPLY LI1�5 51 52 PRE -RINSE FAUCET WI we t BAcKFLOW MYENTER 1 KEC KEG WALL TO REDUCE POINTS Cf CONNECTION. Sll" 52 s 53 6/6 WALL 61-ELYE6 LOT KEC KEG WALL NIS 0 53 54 POT RACK I KEC KEG WALL e 54 z 1 ht 01 181 Fa g .1 graVA§ 11 11 11 11 0 R If n 11 11 fl II n 11 11 11 55 CLEAN DISH TABLE WI tNDi R61-ELF I KEG KEC b" LEGS 55 56 51 5/5 WALL SHELVES WEER NOT USED 2 KEC KEC WALL 56 51 31044; ai a S ,�ddf n n n u n II II II n n 4 iMPIMLliUR 1 58 3/6 CONDENSATE 1-100D I KEC KEC WALL I =• • - IW U1" 1 IW TO FS BY PC. 1800 0J23° 120 I 200 WATTS EC. TO VERIFY 6UlITCH14 OF LIGHT. 58 VERIFY REQUIREMENTS W/ HOOD DRAWINGS SHEET K-82. 16°).(16° DUCT SIZE, 1800 CM. 59 EXHAUST AIR SYSTEM FOR IT)*M ° 58 I HYAC HYAC ROOF vERIFY REQUIREMENTS Wi HvAG, FAN OPER4TIC1i TO SE TIED IN TO TIME CLOCK 59 60 DISTAL A5FER WI SIDE LOADER I 06V KEC 6" LEGS 3/4" 3/4" 234 3/4" I IW I I/?" 3 IW TO FS BY PC. - PG TO PROVIDE SACK FLOW PREMIER IF REQUIRED 460 3 23.9 A1P5 I EC TO PROVIDE LOCKABLE BREAKER AT PANEL 60 vERIFY REQUIREMENTS W/ OSY. PC TO PIPE WATER INLET FROM ITEM 0 61 BOOSTER iEATER. EC TO CONNECT TABLE MOUNTED LIMIT UMW. 6EE DETAIL 0 4 SHEET K -63 .& I :.<.. Tr ilViark Raygal Foodservice design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 - 414 - 1 00 0 FAX 949- 414 -1298 E -WAIL WIINGS@TRINARKNSLCO11 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the wrgten pemilssion of a Trimark Raygal company officer. Any desired deviations to this works done. it is them Trirnark re tllfty of anyo mg this plan to read and become famiiar with all information shorn hereon including any list of notes. Measurements on this plash are from megade rnfomiatian. Tamark Raygal +rig not assume arty responsibidy for the cccuraq of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. All information on this plan for the general contractor or the general con- tractors subcontractors to perform (plumbing, electrical. curbs, walla, balding openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or Gating of items not supplied by Trimark Raygd. Trunak Raygol i I it assns ay respon- sibility for engineering thereof. Al building work thereof shag be by the general contractor inducting all roughing -in and final connections and all runs to equipment and in- cluding all fittings or any other parts materials or labor for such work. If any such work is in Trimark Raygal contract, t wll specifically be indk:oted on this pion; if it is not specifically Indicated on this plan, it is not a part of Trimark Raygd contract and shall be provided by others. Trimark Raygal rill assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including; Building, Health Depart. ordinances, Fire Depart. etc. ) or changes by lira owner, architect or any other person of Trimark Raygal rah authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are mode by Trimark Raygd. Using this plan is admit- tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis- sions have been reported to Tranark Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance wig be made for such work unless R is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equ as a standard item • shall be provided by the plumber or ele tridan unless specifically indicated on this plan. 02 _ ® PROGRESS PRINT El HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK ❑ BiD SET ❑ CONSTRUCTION SET d' 4 U.I Cie I l F- co V a g), Q Q O n- � N AB W tin fri) s, 0 tan DESIGNER : MAR 17 2008 PER;wii T CENTER DRAWN : TRIMARK RAYGAL CHECKED : TRIMARK RAYGAL SCALE : NONE JOB NUMBER : 5131 TRIMARK RAYGAL SHEET TITLE EGU I1- i°rENT SCHEDULE SHEET NUMBER ELECTRICAL CONTRACTOR . , OT!S .m ._.,.� .. - .K z - .. _..:. .. , :�= :-,�,� -.�. ::�.:...- _.. _.._...__ �.,. _ .. ..... - r.�v" .z.. [. �., r _. , � 1i _ n .. � ..... .: _.... '•__. :.:� .. � 5 =�. ,'^xl��':�,- _ .. _ _ �..:- -- _c _ , i �t� -. . � ea .,.a , , t. v ... z , .-- -_._:. ...... �. =:,o-: , z, -.. - r,. ��a ;ss . EOUIPMENT ROUGH - ., ,rY � - .:�5'?'f��. s , .k = ._ r• ;: '. _o- • .. �•,j[5'4 : ;y' I N CONNECTION REQUIREMENTS -1 ALL ELECTRICAL �I 5 INDICATED 1411E8E SUPPLIED ECLIMENt ASS NOUN CH KI VERBS SERIES EQUIRENT SG DOLES REFER TO TIE IMMO DRAM, AND 1FIE C AI- FEGUI EMENT5. ALL E]- EG1RIC,4l.111ORC SHALL GOVETdTENTAL AGUES 1.1446 APISDiC1104 E -2 TIE 511130L5 S 40114 UJTF N TFESE PLANS ND ICATE ONLY. ELECTRICAL. CONTRACTOR TO 1'750ViDE IRINS AS REC iOD, IN ACCORDANCE UMTH 11-E COMM IAT14 AU. APPLICABLE CODES AID JURISDICTION OVER PROJECT LOCATION. E -3 ELECTRICAL CONTRACTOR TO RRfISF1 AND lA G, SE AND R Pram UGH TO MOST MG, SERVICE FrtrMICsS, =um MOST FLUCd'9DLDS, SUMTQ•ES, FILL BOXES, COCOA CONFIGURATICN3, LOOK -Gift DEVICES, DISCONNECTS, EGYJMERT CCa1NECTIONS, AS MOWED AND/OR FURNISF® Emil ENT. INSTALLATION SINAI L AG NOES RAM JIPISDICTION CF PROJECT E ELECRCAL ENGt /CCNIPACrOR TO VERIFs RFNISHED EGaJI 8 t UN SIT R SELECTED OR TO 1 AND INSTAL E-S ELECTRICAL caIGERA toR AND/OR FREEZER, CafT COWARD REFRIGERATOR E ELECTRICAL CG TR4 TOR TO WISH AND INSTALL CONTROLIi mast L1Sr 3LOLERS, M4 AIR AMC) FIRE FRD/Fatal SYSTEM, 114-E55 OTHERUgME E -1 ELECTRJCAL CGPITR ctoR TO 1911e1154 AND INSTALL ISOLATED GR0 Dt AND My CaDURT RN. CABLES 0 ALL PAS DEVICE LOCATIaIS. VERIFY 01•02 SELECTED 49DOR E - 8 E-Ecnec L CattRAGTCR To FISNEH AND PLANS a� FOR CURER ECLIF ENt PLANS AND DESCRIBED N K2 AIZCwriECTU A1. MANS, Cif TRACTOR FOR ANY ADDITICNAL ELECTRICAL CaFLY UMTFI ALL Aff AND /OR OVER PROJECT LOCAT1CN, LOCAT1ar AND D11 Cf ROI,S1-N AND N ,WALL CIRCUITS ELECTRICAL MINERS /OR GO WRIST AL AGENCIES rr,VIIYs WALL ELECTRICAL SERVICES TO ROUGH -ft PONT S LABOR MATERIAL, BREAKERS, JWCTION BOXES, OM ER 514NT- TRIPS, N1EMA CONNECTORS/ PMgJ- BOARDS, ETC. IHCLUDms FINAL NECESSARY FOR RCM OPERATION CF MT ALL APPLICABLE CODES ore SMERNIIENT LOCATI N, ALL REca J ITS AND LOCATIa45 CF Ou1N12 SIfFLM92 PRIOR TO ROUGIANG-N ANY MUTES. SEPARATE FOR EACH SELF EQUIPMEI --- -- - - - 7N i�EQUIi�EMENTS ELECTRICAL QU1 V1 NTS Y , - it iD ,RI°TION 6A f Ll INCa I III qb > 2 2 0 O s= p' 2 )- p hRk 1 F.LBCeTRIGA1.. RINARKS 61 � 5 TER 1 0 5Y KEC ITEM 62 3/4" 3/4" 2 iW 3 1 KU TO fi5 BY PG. TO PIPE 01t11. T TO I TEM o DI SiACI -! �' , E DETAIL. 2 5NEET K - 4.2 �' 480 3 54 1 10 AMP RISE REQUIRED. 61 62 WALL 514ELP I KEC KEC SHELF - ---` —" 62 63 NUMBER NOT USED 63 64 5/5 wAh J 1N.ASHING (U 4 WASI IitdG) LOT KEC KEC WALL 64 65 SCRAPING SKK w/ RJ i0VAI3LE SCRAP BASKET I KEC KEC ITEM 61 Iw 2" 1 1W TO FS BY PC. 65 66 PRE - RINSE FAUCET J KEC KEC ITEM 65 3/4' 45 3/4" 3/4" 2 • I I/2" WATER LINES TO 1 I/1" BALL VALVES, REDUCE TO 3/4" 6 POINTS OF COt�C11c 1 66 UNLESS aiEET5uI 5. E SPEC WANT DEVICE 04 CIRCUIT BREAKERS FANS, ICE MAKERS. REFRIGERATION SYSTEM SPECKED. DEDICATED CIRCUIT RECEPTACLES tU/ DIA. P) WJ-BOX FOR DAtA/C0111HCA110N ALL FEGLITRETSITS WM4 COMER i IOR WALL Oro (=AWOL) J-130)(11114 1 /,L' SSION SYSTEM REMOTE FILLSTATIONS. CONDUIT MAN ACCESS EL.E FOR FiiE SYSTEM C,4ELE FANS) AND 11.4l -RIP AIR FAO) AND T141400D LIGHT snags). REFER TO UI SW FOR CChtPi-ETE MAST FAN RECWIFEME4TS. MALI NTEF-O KINS calecria4 Engel 041CFP Ca=TRU LNI.ESS OTHERIME MALL 5I INft /RP MASS AND/a3 CONDUIT AND BRING, FROM ELECTRIC ALL Oi}ER ELECTRICAL CIRCUITS IItVDER AU. APPLICABLE CODES OR GOVERMENT LOCATION, SEE FIRE SYSTEM reEsdAREMEWS WALL CG VDUIT, WIR1.6 AND INTEFCCICECTICNS VALVE AND 114710STAT TM DISOINNECt col. RIR ISHED BY KEW. Rw ALL cam AND P94ETRATE AT CaN CTlCN PONT 61 SOILED DISH TABLE W/ SCRAP TROUGH I KEG KEC 6" LEGS I/1" 1 • TEE I" 011 FROM ITEM • 66 TO WATER INLET, ITEM • 61 61 68 NUMBER NOT USED 68 =. 69 DOUBLE OVERHEAD GLA8, RACK I KEC KEC ITEM 61 69 10 MOBILE DISH SHELVING w - 6/5 ENCLOSURE LOT KEC KEC CASTS 10 11 FLOOR TRDUG14 FRAME 4 GATES LOT GC GC FLOOR DW 3" 11 PiA, EMPTY =MT RISER FOR FIRE SIJPPRd TO EXTEND 6' ABOVE FINISHED CEILING AND Fuer INSTALLATION BY KEG. E -9 ELECTRICAL CONTRACTOR TO NTEId ACK MOOT NTEROMEOT MOTOR START/STOP SUMO ELECTRICAL AID N.V.4G ENGMERM MUM E - ELECTRICAL CONTRACTOR TO NRIISR AND CCNDENSArE NOM IDNANST FAN AND PiSN MACFINE SPECKED. E -1 ELECTRICAL cc 41RACTOR To WISH AND C:ONTACTC R9 AS WIMP AND ALL NTIERCCRECTM FWD CO OKINCa EGURIENt, RECEPTACLES 4 EST HOODS WALLA/104 SHALL MEET AGENCIES HAYING JIRISDICTION CF PROJECT PETALS ON (K6 SERIES STETS) E -2 ELECTRICAL caJTRACtOR to FUTNISI4 AND To COLD STORAGE ROa, ELOUER COIL, SOLENOID WITCH (SOLENOID VALv , 110110ST AT ANC) I3LOJER R&D ca DtAT ABOVE COLD STORAGE RPM ONLY. SE WOMEN/ MATED D PETAfl S ON (K6 E -13 ELECTRICAL CONTRACTOR TO FURNISH AND WIRING 12 MISER NOT u5>_D 12 13 NUMBER NOT USED 13 14 PAPER TOWEL DISPEN5ER5 1 f C KEC WALL 14 15 NUMER NOT USED 15 16 S/5 WALL Fl_ASFiD�G (FhREI' AREA) LOT KEG KEC WALL 16 11 S/S WALL SHELvl% LOT KEC KEC WALL TT 18 (OWTABLE 2 KEC KEC b" LEGS 18 19 CAN OPENER 1 KEC KEC ITEM 18 19 80 NAND 51i 1K W/ SOAP 4 TOWEL. DISPENSER 1 KEC KEG WALL i/2" EA 5 1/2" EA W' 2 EACH DW I !EA. SO SI WALL MOU4TED VEGETABLE SLICER I KEC KEC WALL 81 SERE5 5F r5) MALI =OUT AND COLOR CODED DEFROST COW) TO tk NALRIhE CLOCK oN 82 FOOD PROCESSOR 1 KEC KEC TABLE 110 I I/3 HP, 35 AMPS I 82 CONTROL OiROJIT RCM REM ELO41ER REMOTE REPRIGERATICN COMPt'J<sSOR RACK DRa111NG5 FOR CONTROL. CIR E SCHEMATIC E -I4 11ECTRICAL COMPACTOR TO R Sl4 AND N&TALL STORAGE ROOM 1/ELIPORT MATER NIGH VP NECESSARY. idll ALL SEE OL ECI IVIT Ar =WIN F�OPf r a�K.r. SEE Ec;yliFt"EM E.E ELECiR{ CAL. CONtRAL'TOR TO FOAM SEAL ALL ROOM CEILING PANES TO PREVENT =MATCH E - ELECTRICAL CONTRACTOR TO FURNISH AND N UM RECEP'tAC1.ES AT 24' CI-4 CENTER AT tNqERSIDE ON PLAN, UNLESS Ofl•E NSE SPECTRE). cams E - 11 iT IS THE ca RESPaisi8HJTY To PILE FOR C IG4TION OR CERTi IcA1E5 OF *Mr =FMK UFM SIC14 TESTING APPRO/AL5 Govemtert mats HAM JIRSDICTICN REFER TO (K1 5ERE5) REFRICsERATICH RACK PETALS. INTERCONNECTIONS TO KE.0 COLD ALAi41, LIC#ITS, DOOR AND MAINLINE HEATERS AS COLD STORAGE DTAI ROOM CEILING AND PENETRATE RELATED DETAILS ON (Kb SERIES SNEErS) COM= FENETRA'tlaG MOO Cq..D STORAGE AND /OR EUTA -up. STALL CCNTINKUS SURFACE tlaNTED FLAB= CF BARTOP, FROVDE LOGIN MC.4 D AND RASH ��OMI2E) TEST LA6 ETc. FOR MINER 51ECEMPRDVIDED ARE REOITRED, 13Y PIEVAn_ 4 COPES CR OVER PROJECT LOCATION 83 S/6 WALL FLASHING (PREP AREA) LOT KEC KEC WALL 83 84 WADI SI -avES LOT QC KEG WALL 84 85 6/S PREP COUNTER W/2 COMP SINK UNDERSHFLF, DRAWER I KEC KEG a LEGS 3/4' 60 I Irl' 3/4' 2 Iw i -1/2" 2 IW TO FS BY PC. J35 86 SLICER I KEG KEC TABLE 120 i 50 AMPS 1 86 81 NUMBER NOT USED 81 88 NUMBER NOT USED $$ CAl t RACK I KEC KEG CASTERS BB 90 Em-IAUST HOOD (FRED COOKING) I KEC KEC WALL /1 O 120 1 10 W ATTS TITS. SEE HOOD DRAM s SHEETS K-51 4 K -82 FOR REQUIREMENTS. 90 PLUMS I N& /MECHANICAL CONTRALTOS NOTES 91 E!d-IAUST / MAKE -UP AIR SYSTEM L O T H V A C 1 4 V A C ROOF • • • • SEE WAG PLAN DOCLENTATION FOR REQUI Te. 91 P - ALL PUISNG REGUiReENTS INDICATED IN 11ESE SUPPLED ECLIF 84t AS SON ON KI SERIES PANS ARE FOR KEC. AND /OR OuAER EC IIFIINT PLANS AND DESCRi3ED IN K2 ARCFKiECRURAL PLANS, TIE cum, FORAM' APT:ND N1AL PLUMENG Mfl4 ALL APPLIC,4BLE CODES AND /CR OVER PROJECT LOCATION. LOCATION AND ME CF tear44- IwSrtra INSTALL ALL SUPPLY, REM, WASTE VENT, P.1.118IN !BR'S R'S DRAMS, AND GOVT i'BffAL AGES HAVING ALL PLUI311 SER em To ROUGH - N FDINT CF Oa4ECTiC ( !E: NOT WATER COLD BOOR 5No, FLOOR DRAINS, STEAM SIJPPI ,moms, STRAWS, GAMES, CLEAN CUTS, ETC NCLUDN A FINAL EGIUMENT =HECTIC* oF1:RATicN C RRU6FED E01,11PMENT. OR GOVERN1ENT AGENCIES NAYIt JLWJ5DICTICrf ALL RECLIIRMIENTS OF O INER 15RNISIED TO ROUT 1l-x -N ANY UMN.1TIES ALL REDUCING VALVES/STOPS NECESSARY W4TER MOIRE NOT TO IUD 40 MAXHII WATER PROM AT WAS:MASE / man TYTE YAC RIM BREAM, ASENISLES AND warm PTESSIPS GWEINST AGENCIES HAYING J NISOICTia1 ALL WASTE LINES, EON DIRECT AND W451E LNgs AId: TO BE ADEQUATELY FLOORSNK DRAM LINES MN R)CitJIES INDIRECT WASTE LNff3 FROM EE INSULATE) TO men* SAEATNG. SYSTEM GAS SW-OFF VALVE EC IIPi'1ENT IN AN EASILY ACCE8s1E'J.E TO ANY Ea JIR Wit A GAS FRESS4RE REGIM,ATNG VALVE' 4° TO 1' WG. FOR NATURAL GAS RJEL, SPECKED. FOR GREASE LADEN WASTE WIT I4 AU- LOCAL OF PROJECT LOCATION PRIOR TO cam UM SIJFWLY AND tdetLMdd 5TR41NE25, GAUGES, VALVES, STOPS, WIRE) AND AS NECESSARY FOR INSTALLATION SHALL MEET APPLICABLE 5PICTIO 4 CE FF'OJECT LOCATION. 92 NUMBER NOT USED 92 SIRES EOIRPi•e f SO EDU.ES. Ids ER TO 1i4E Ebro DRAM, AND DE GESEWl. CONTRACTOR R ECUA MIfS. ALL 1'117`EN's UJORC SHALL CI:MY GOVERtENTAL AGMS HAYING JURISDICTION P -2 114E SYTTOLS S 4001 WINN T1 PLANS INDICATE OILY. PLUMENG CONTRACTOR To PROVIDE AND AND FUEL LINE E P N ACGOFDANCE WITH 714E cameo WITH ALL APPUc 4i3LE CODES AND/OR 93 5/5 WALL FLASHING (MP COOK) LOT KEG KEG WALL 93 94 DEL. DECK CONVECTION OVEN col QUICK PISca 4ECT I KEC KEG CASTERS 2) 3/4" 2) 10 2 PC TD INSTALL QUiCK DISCONNECT, 140111311.1 L TOTAL 120 I 2)90 AMPS 2 5�� � i 94 JuRISDiCTEN OVER PROJECT LCCATICN. P -3 FLItlaNG CONTRACTOR TO PR41514 AID INSTAL LOCATION AND FRDM R041441 TO ECIIIFTENT Ui4TEi; Ow W49tE6, SANItA r DRAIN LUES, STEAM RETURN, HA1tMM GAS 1E - PPM, Pttrwri TRAK VALVES, STOPS, ROM FEGULATOR6 AS MIMED AIEIcR NECESSARY FOR PROPER WALLA/CM SHALL MT APPLICABLE CODES CP PROJECT LOCAT1aL P4 PLII•EING EtraNEER/r.GHTR,4cTQR TO VERY EaflR ENr WM4 cube SEI.1;cTED VE DCR PRIOR P-5 FUMING CONTRACTOR TO FUV4154 AND INSTALL AT NOT/COI..D u14TER SUPFLY IMES FOR GIBAERAL P,SJls. MAXIM AT KITCF;ErI EQ11IR'81r. P4 FLtIi13NG CONTRACTOR TO MN 20 PSJCs. DIMMER P -1 FUJII UYx CONTRACTOR TO WM AND INSTALL BACKS-au PREVENTERS, DOKE CHECK 'MLYI_ PRINCIPLE DEVICES AS REARM BY CODE OR OF PROJECT =ATM, 111..E65 MOW SPECRT-IEP. P - 8 F1 L M =TRACTOR TO PROVIDE AND INSTALL NDMECT, (N.ESS OTI}RtISE SPECIFY. PDUECt sw ANC WEND FROM EQAR"ENt )RAN TO MIST BE R37UrED TO CafORM TO NTEROR 5TRICTUFES ICE EIN6 AND COLD STORAGE ROOMS Ards TO P -9 PI.iISING CONTRACTOR TO PE5TALl. FIRE PROTECTION (iisl s BY KEG. AT &A5 S.FPLY LINE To COOKING LOCATION AND PRESStMd: TEST PRIOR TO CAMIECTNG No MINDING CONTRACTOR TO RRI154 AND NSTALL CAPAELE OF PROVIDING CtTiLET MGM FROM AND 9" TO 12' Ells. FOR PROPANE GAS FUEL, 111e4 P -n F 2481M ca4TFL4CTOR TO VERIFY RECURRENT& CODES AND GOVERVENT AGE LCIE$ 44YING JURISDICTIO4 ROUG 4 -TN OF ANT 5UC14 WASTE UE(S). P -12 t$CIAMICAL CONTRACTOR To RRJISH AND WALL LE. LABOR MATERIAL, PIPING, FTtTNGS, MINIONS, MARE REGULATc FINAL =HECTIC*, AS PROPER OPERATION CF NEC RINSED EQIPME4t. CODES OR GOVERMENT AGE14CES HAVING . I CODE COMPLIANCE I 95 4 OPEN IBUR ER COOK TOP 4 STAND W/ GAS 1405E I KEG KEC CASTERS 3/4" 20 1 PC TO INSTALL (1) a,IICK DISCONNECT 4 (I) BALL VALVE WI END CAP. 1 AID V KA V C LX 1 95 96 KETTLE STAND 1 KEG KEC LEGS au 1 - U2" 1 FLEXIBLE IW TO F5 BY PC AR tV 2no8 96 91 20 - QT ELECTRIC KETTLE I KEC KEG ITEM 96 208 3 20.8 011:6 i 91 1.5 KW I City Of TuktAiila 98 FILL FAUCET (PREP COCK) I KEC KEC WAIL ' L2" U1" 1 EA • FILTERED CUL BUILDING DIVISION 1 98 99 FILL FAUCET MOUNTING NA�WAIE 1 KEC KEG WALL yg 100 EXHAUST HOOD (PIZZA OVEN) I KEC KEC WALL / ROOF 120 1 200 WATTS • SEE WOOD DRAWING SHEETS K -814 K -82 FOR REQUIREMENTS. 100 101 EXHAUST / MAKE -UP AIR SYSTEM I HVAC 14VAC WALL • • • SEE HVAC PLAN DOCtNTATicN FOR FEQUIRi:MENTS. 101 102 FIRS SUPPRESSION SYSTEM i KEC KEC WALL ' • ' • SEE FIRE SUPP. SYSTEM DETAIL 5 STREET K -63 FOR EMERGENCY SHUT PCU4 REQUIREMENTS. 102 103 5/5 WALL FLASHING (PIZZA OVEN / MAIN COCKL.INE) LOT KEG KEC WALL 103 104 CONVEYOR PIZZA OVi_N - DOLeLE I KEc KEC CASTERS (2) 3/4" 2) 110 2 2" MINIMUM GAS FEED 208/240 I ED Alyce 2 3 POLE, 4 WILE - 2 H0T,1 tfUTRAL, I GRGLJND 104 EC TO PROVIDE CORD 4 PLUG 105 5/6 NIGHT COYER 19R4c1C TS 1 PR KEC KEC WALL 106 NUMBER NOT USED 106 101 NUMBER NOT USED 101 108 NUMBER NOT USED 108 109 Nlrl"iBER Nor usED �g 110 MAD SHELF 1 QC KEC CASTERS J 110 111 CCM/MINCE OUTLET LOT EC EC ALL 20 I 150 AM P5 F.C. TO PROVIDE NEMA 5 -15P MATCHING RECEPTACLE AT ITEM Nil CONVENIENCE OUTLET MOUNTED AT +24" AFJ" AT COOKUNE WALL-. 111 112 NUMBER NOT USED 112 113 NUMBER NOT USED - .� AIR 113 114 15 MEC4AN I CAL. NOTES 114 NU MER NOT USED VWPMM ti-I FLVAC. CONTRACTOR TO FUR7S44 AND WALL ACCORDANCE 1111114 MECI4AN1CAL EralNIEERNS GOVT Nut AGENCIES 14AVN6 JLRISDIC:TIGN Emmett VEFITUATICN PLANS FOR EXACT Mt, AND LOCATION FECLIIRTENTS CF KEC. FIRMED M - 2 MEGN,4NICAL CONTRACTOR TO PRJJSN AND INSTALL SYSTEM, IE LABOR MATERIAL, FTFING, FITTINGS, FRESSIXE REGULATORS, ETC. =JIM ANAI. i1 e&4RTf RA PROPER OPERATION OF KEG. ALL Ar'F1JCAELE CODES OR Govemtetr AGE1ICES KESS QiFI AME SPECIFIED. MOST AND SIMPLY AIR SYSTEM N DRAM, APPLICABLE CODES AND/OR 115 POT TRANSPORT CART I K1Ec K1:C CASTERS CP PROTECT LOCATICNL REFER R TO 1010.1151 STATIC PRESSURE, DOLT COMECT1o( 51XE MIME t. COOL WATER SUPPLY, AND RETURN 4 I ICK STRAND, COWES, YAMS STOPS, E2191:241 ca ecr1ON5. AS REWIRED AND/OR FIRMED EGTUi MENT. INSTALLATION SHALL MEET PAvk JLRISDICTIa4 OF PROJECT LOCATION, I16 NUMBER NOT USED 116 in PIZZA STACx1NG SHELF (NOT SHOIIN) I KEG KEC CASTERS 111 118 E AUST Hoop (hAIN COOKLINE) I KEG KEC WALL I ROOF 120 1 800 WATTS • SEE HOOD DRAWING SHEETS K - 81 4 K - 82 FOR RE0REMENT5 118 II9 EXHAUST / MAKE -LIP AIR SYTTE 1 I HYAC HVAC WALL • • • ' SEE 14YAC PLAN DOGUMENTATiGPJ FOR IEQIIIEMENT5. I19 Ns 120 6/5 WALL SHELVES 2 KEC KEC WALL 20 121 PASTA RETHERMALIZE'R W/CUSTC 15/5 PASTA BASKETS 4 STRAINER TRAY I KEG KEC ITEM 130 208 1 290 AMPS I 4k KW / NEHA L6 -30P W/ HOUSING MODEL 1 1-1EL1620AR 121 122 FILL FAUCET (MAN COOKLINE) I QC KEC WALL ' I/2" in" 1 • FILTERED Cal. 22 123 C I KEC KEC WALL 3/4" 30 1 13 124 4 OFEN BURNER COCIiK TOP Ill/ SPLASH I KEC KEC ITEM 130 3/4" 20 1 KEC TO PROVIDE GAS HOSE, PC TO INSTALL GAS HOSE 24 125 FILL FAUCET MOUNTING HARDWARE I KEC KEC WALL 125 126 5/5 PAN RAIL 1 KEC KEG ITEM 130 26 121 RADIANT CHAR BROILER WI DEFLECTOR i KJ=C KEC ITEM 130 3/4" 90 1 KEC TO PROVIDE GAS 1406E, PC TO INSTALL GAS WOSE. 121 28 CFII=E$ MELTER I KEC KEC WAIL 3/4" 40 1 128 r - A Tr iMar k Raygal Foodservice design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T EL 949 —474 -1000 FAX 949 -474 —]298 E- 11AIE.ORAIIIMII INARKVSA.COY This plan and The designs herein ore the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimark Raygal company officer. My desired deviations to this plan must be approved in writing by fimthrark Raygal before such work is done. it is the responslblmy of anyone using this plan to read and become familiar with all information shown hereon indudmg any list of notes. Measurements on this dm are from available informdian. Trimark Raygal ui not assume any responsihilk for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. M information on this plan for the general contractor or the general con- tractor's subcontractors to perform (plumbing, electrical, nubs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not suppUed by *remark Raygal Trirnmk Raygal oil not axweme any reap n— sibRiify for engineering thereof. All building work thereof shall be by the general contractor inclucng all roughing —in and find connections and all nuns to equipment and in- ducing all fittings or any other parts materials or labor for such work. If any each work is in Trimark Raygal contract, R wU1 specifically be indicated on this clam if R is not specifically indicated on this plan, R is not a part of Trimork Rayge1 contract and shall be provided by others. Trimark Raygal w assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any hanges made necessary by local codes (including: Building, Health Depart ordinances, Fire Depart. etc.) or changes by the owner, ambled or any other person outside of Trimark Raygal with aut drily to the design. This plan becomes void upon such changes and work cannot be completed with the appropriate corrections are made by Trimark Raygal. living this pkan is adrift— tonne that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis- sons have been reported to Trimark Raygal for written corrections before completing bkls or commencing any work hereunder. No additional allowance CI be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provider the plumber or electrician unless specifically indh on this plan. 02 PROGRESS PRINT 11 30 - h9•I ® HEALTH DEPT. PLAN CHECK © BUILDING DEPT. PLAN CHECK Pin O BID SET O CONSTRUCTION SET d' w I-- W N co V � °p °' Q � O12. col z W 515 M M REC VE D MAR 17 2008 PEh.vii s ULN FER DESIGNER : TRIMARIC RAI DRAWN : TRIMAiRIC RAYCxAL CHECKED : TRIMARIC RA`r'CSAL SCALE : NONE JOB NUMBER : 5131 SHEET TITLE EQUIPMENT SCHEDULE SHEET NUMBER /< -2.2 ELECTRICAL CONTRACTOR NOTES E -I ALL ELECTRICAL fEAAREIE3NT5 NDICAIED IN THESE FUNS ARE FOR KEC. AND/OR CALMER STIPPLED EGQJI'T'1$NT AS SHCUN oN KT WIRES EGIJiH"BNT FLANS AND DESCRIBED tN K2 SERiE5 ECILMe t SCHEDULES REFER TO TIE ARCHITECTURAL FLANS, THE OMtER, ENGfNEFJRNG DRAMS, AJJD TIE GMAT. CONTRACTOR FOR MY ADDIti2NAL SECTOCAL REGIMENTS. ALL ELECTRICAL- UCF9( SHALL COMM' UATH AIL APPLICABLE CODES •ND /OR GOVERN 1ENT& AGENCIES HAAGs JRSDICTRGN OVER PROJECT LOCATION. E -2 TIE ST1' CLS SNOiLN MN t4ESE PLANS INDICATE LOCATION AND TYPE CF RmUGN -N ON9.T. ELF.CTRiCAL CONTRACTOR TO PROVIDE AND Neva ciRG1rrS MD CONDUIT Rd1NS AS RECIARED, N ACCORDANCE UN THE ELECTRICAL MEM DRUM =ORM uIITH ALL APPLICABLE CODES ANDIOR GOVERMENT& A[EiNG S HAVING JtRSPIC:TION OVER PROJECT LOCATION. E -3 ELECiRICAL CONTRACTOR TO PtRUSH AN) INStAU. ELECTRICAL SERVICES TO ROUGH -N LOCAT1CN AND FR M RCLYN -`.1 TO EGIIF11FNT FONT CF CONECTION, E: LABOR MATERIAL, WING, SERVICE FIiTINCiS, COORS, ciRquTr EREAKERS, JiICT1CN EOM, CUTLETS, FLtk 1cLDS, WOES, JELL BOXES, CC NTROL5, SH.I r - TRIPS, t t4 CONECTORS/ CONFIG11R ATIc s, LOCX-CUT DEVICES, DISCONECTS, MEL BOARDS, ETC. MIDI% FINAL EGIAIRSIT COi+EcT10N5, A5 IE2IIt P AMMO /OR VARY FOR PROJER OFER:41M OF Ri5/45IEp EQUIPMENT. NSTALLATlC;NI SHAD- MET ALL AF LICABLE CODES OR clovemseir AGENCIES HA IM JII IZp;CTION CF FR1ECT LGCATk:M E-4 ELECTRICAL. BraNEERICCNTRACTOR TO VERiFr AU REGUIFS7 E5NT5 A1ND LOCAT1CNS Or ouNER MEE EcRUIP ENT WITH CAINM CAI SELECTED SWELTER PROR TO RCIIGFIIH IN ANr UTILITES. E-0 ELECTRICAL. CONTRACTOR TO FURNI514 ANP INSTALL SEPARATE CIRCUITS FOR EACH SELF CC NTAI EP RLFRIGffi'ATOR AND/OR MEER, W-ESS OTFERNSE . E-6 ELECTRICAL CONTRACTOR TO RRNiSH MV FISTALL LoC KCUT DEVICE CAN CIRCUIT TERMIEIRS CCNiROLLING WAIST ELOUERS, MAKE-UP AIR PANS, ICE MAID, REFRIGERATION SYSTEMS AND RE PROTECTION SYSTEMS; UNLESS otIERUISE 6PECFEP. E -1 ELECiRiCAL CONTRACTOR TO R R}MRSH AND NSW. DEDICATED CR'DIT RECI=TACJ.E5 UV ISOLATED mom Ato EMPR CCJNp11it (FR DIA I') WVJ -BOX FOR DATA/CCIIINIC4TICN CABLES • ALL P:0A5. DEVICE LGCATIONO. VERIFY ALL RECIARBS4t5111M4 OMtER AND/OR CM SELECTED VENDOR E-S ELECTRICAL. CONTRACTOR TO FURNISH AM INSTALL 4/0 (OCTAGc WV J-BOX ELM 1/2" PIA. B EV COON RISER FOR TIRE SUPPRESSION SY5Tel WI VVE RLL5TATIO45. MUTT TO E (TBO 6" ABOVE F* J54NFU CEILING AND WWI 4 ACCESSIBLE FOR FIFE SY5TB1 CABLE THI.LEr I45tALLA1iC14 BY KEC. E -9 ELECTRICAL. CONTRACTOR TO IMRLOC( FAN(9) Ate MAKE-UP AIR FA14f5) AND A11ERCo ECT MOTOR START /STOP WOES 1IT74 HOOD 1.1614T SWITCH(5). REFER TO ELECTRICAI. AND ILVAG TEIGNMING DRAW NGS FOR COhPLETE DUALIST PM FECUIREMBITS. E -12) ELECiRICAL CONTRACTOR TO MISH AIND EMU. iER -X G G =ECHO ISETUEEN CO SATE HOOD EXHAUST FAN AND D154 MACHINE CHM CONTROLS, UNLESS OtHERIASE EFECPED. E -11 EL.ECiRICAL CONTRACTOR TO LUSH MD WALL SIIINt TRIP BiE4K1ERS AND/OR CONTACTORS AS RRrfiJIRED AND ALL. NTERCc INECTte CaCUrr MD MIRING, FROM E.EC1 C FIFER CO OKNr's ECAREK RECEPTACLES 4 ALL OTHER ELECTRICAL C.iRWrtS IN ER EXHAUST HOOps I NSTALL4Ti0N %AU. MEET ALL APPLICABLE COPES OR GOVERMENT AGENCIES HAvNG .11R5DICTION CF PROJECT LOCATION, SEE EIE MEN REPURBENTS DETAILS 04 (Kb SERTES SLEETS) E -12 ELECTRICAL CONTRRACTOR TO FLPLISH MD WALL CCI WIRNCs AND INTERCO ECTION6 TO COLD STORAGE ROA1 ELMER COL SOLENOID VALVE MD THERICSTAT TIIdi DISCOMECT WITCH (5ct2 OU, YAI.IE, THERMOSTAT MD maim COI- RRRNISIED 6Y KE<C1 Fiti ALL RIGID OMIT ABOVE COLD STORAGE RDCM CE LNG MP PENETRATE AT CGNNP.CTION FONT ONLY. SEE EOLOPMENT RELATED DETAILS ON (JCS SERIES 5I4EEM) E-13 E..ECTRICAI. CONiRACTOR TO RRNISH AND NSTAU. CONDWT AND COLOR COPED DEFROST CONTROL. CROAT UM PROM FREER EWER COI.(s) TO TERINAL/TIME CLOCK( cN ROVE REPRIGERATICN COMPRESSOR RACK FE'S TO K1 SERFS) REFRIGIERATICI4 RACK MOM FOR CONTROL CIRCUIT SCHEMATIC DETAILS. E -14 ELECTRICAL CONTRACTOR TO AMISH MD NLSTAU maaRcceasectioNfi to KEG. COW STORAGE ROOM VIA HEATER HIGH 1 ALARM, UWE, DOOR AND DRAKE IEATEiR& AS NECESSAJRY. RN ALL RUT) COW ABOVE COW STORAGE ROOM CEILING MD PENETRATE AT =ECM POINT ALLY. SEE Kohut RELATED DETALS ON (K6 SERES SITS) E -15 ELECTRICAL CONTRACTOR to FOAM SEAL ALL caw FENETRArT1GN65 TI ROUEN COLD STORAGE RDCMi CEILING PANELS TO FEvait CONDENSATION AND/OR BUW-t ? E -16 ELECRfCAL. CONTRACTOR to PURIM MD NSTALI. =TIME SPACE MINTED KIM= uJmi RECEPTACLES AT 24' GPl CENTER AT LIVER::EDE OF 13ARTOP, MADE UE NGTH INDICATED ON FLAN, UNLESS o erusE SPED. E -h IT IS THE OWNERS RESPCNSISLITY to FiLE FOR MD mixis4 FECOGNIZED TEST LAB CERTIFICAT1CN OR DERTFCATES OF APC'F30VAL, ETC. FOR OUTER SPEC FED PROMED E0.11191511; ILIERR: SUCH 1ESTIM APPROVALS ARE IEGIJJED, Jar F#YAJLiNG CODES OR GoVERISit AGENCIES NAM JURISPICTICH OYEZ PROJECT LOCATION. PLUMBING/MECHANICAL CONTRACTOR NOTES P -I ALL PLASM REQUIRfISHIS MICAS) N THESE Fi-ANS ARE FOR KEC. AND /OR OUTER Stl'ALED EGIAFMENt.45 SAM CN KI SERIES ECUU' ENt FLANS MD DESC N K2 SERIES ECURFMENt SCHD7IJI..ES REFER TO THE ARCINTECTI R4L FLANS, 11E OUTER„ 1542EERM DRAIfI{dC,5 MD NHL: GENERAL CGNITRACTOR FOR ANY ADDNtiCNAI. FL11131M REGIMENTS. ALL WM& TM SHALL COMPLY WITH AU. AFFLICABLE CODES AND /CR GOVEFN'sEh1tAL AGENCIES HAVING JURISDICTION OVER PROJECT =ATM P - 2 THE 51 11301.5 6 4 N UITHN THESE PLANS Man LOCATION AND TYPE CF R .61-6tN/STUB CNi.T. R12$1NG CONTRACTOR TO PROVIDE AND ?TALL ALL. 8.49:LY, REP" WASTE, VETIt, MD MEL. Lite FiPPK, tN ACCORDANCE TUN TIE FUME G EIS DRAMS, AND cafCIRC'tIo WITH ALL APPLICABLE CODES AND /OR GOYMENTAL AMMO HAVNG XFISDICTION OYER F'T LOCATION. P -3 PLIISNCs CONTRACTOR TO ftRISH AND INSTALL ALL FUMING SERVICES TO RAIGH -1N LOCATION AND FROM R tk 4 -N TO EGIIPM ENT PONt OP CCMEcTicN,1E HOT WATER, COLD WATER DIRECT WASTES, WARY DRAiN LRES, FLOOR DK%FLOOR DRAINS, STEAM 6111FLY, STEAM! 1lR ,, NATURAL GAS RITE- PPNrs, F11T1Nr$, tNIONS, STRAiNBRS, GAUGES, CLEAN OUTS, TRAPS, VALVES, STOPS, PRESSURE REGULATORS ETC, NCUA)143 RNAL EGIIIPMENT COMECi1ON5 AS RECURS) RS) AND/OR NECESSARY FOR PROPER OPERATION OF RRJISFEP EGIIIPI'1ENT. tN5TALLATION SHALL MEET APPUcABLE CoDE5 DR GOVERPENt AGENCIES HAvtNG JURISDICTION CF PROJECT LOCATICJN. P4 PLU'TENCs EMSEETIRICCNTRACTCR TO Vi:R Y All REcoeENTS CP WEER FURNISHED E(IJIRff UITI4 AIIER3 SELECTED V1540012 PRIOR TO ROY4 -1 -! 1 MY MMES. P-5 FLU'ENG CONTRACTOR TO FURNISH AND NSTALL ALL REDUCING VANES/STOPS NECE55AJZY AT HOT/COLD WATER SUPPLY LINES FOR GENERAL iA4TEZ MARE NOT TO EXCEED 40 PEG Mt4Xf111 AT KITCHEN EQAPIStN't P-6 PLUMBING COMRA tOR TO RRU5W 20 PSJ4 MAXIM WATER PRESSURE AT DiSHU4SHER P -1 FUME* CONTRACTOR TO MST AND INSTALL FEMME TYPE YAC7II'1 BIKE BAQCPLAW PROEMS, raw GEM VALVE Aes"ELES MD REDUCED PRESSURE PRAIGFLE DEVICES. AS MIMED 13Y CODE OR GoVERNSIT AG- FINCIES HAVIrYa JJJI5PICTIGN OF PROJECT UXATIGN, UN1 ESS O114BE fSE SPEWED. P-8 FLUIS143 CcNTRAGtOR TO PROVIDE AND teal ALL WASTE I JRES, 5O114 DIRECT MD INDiRRECT IKESG of141ME SPECIFED. NDIFSCT 414STE LtE5 ARE To BE APECLJATELY S ED MD EXTEND IOM E(>bAF•RR3'(T DRAM TO FLOC SI K DRAN LIES MANN FUTURES t BE ROUTED TO WORM TO NTE3RIOR STRICTURES. tNIDIRECT BASTE LIES PROM iCE BIN5 AIND CCU) STORAGE ROOMS ACRE TO BE MAIM 10 FRDHDIT SIIEATR . P -9 FLUNG CONTRACTOR TO INSTALL FIFE PROTECTION Met GAS SHUT -OPP VALVE i U5FED tar K.E.C. AT G4.5 smY LINE TO COMM EGIARM@fT N M EASILY ACCESSELE LOCATION ANiD PRESSURE TEST PRIOR TO CCWECTIM TO ANY WARM F. P1.U1BIHrs CONTRACTOR TO HIFI/4514 MP NSTALL A GAS FIE861 IEGULATNG VALVE CAPABLE OF pRDVipNG OUTLET PRESSURE FROM 4' TO 1" Wfs. FOR NATURAL GAS REL, AND 9" TO T2' UA FOR wave GAS RE, MF®N SPECIFIED. P -I1 CONTRACTOR To V> -7 REaiFG3'BNTS FOR GtE..E LAIN WASTE WITH ALL LOCAL CODES MD GOVERIelt A6ENCE5 HAM JIRSPICTION CE PROJECT LOCATION PRIOR To ROLIGI-{NCs -N CF ANY EV WASTE LPEIS). P -12 MECHANICAL CONTRACTOR TO RFNISH MD INSTALL CANDENSE:R MATER SUPPLY AND REitRdN LE LABOR MATERIAL., PPM NiITRO, UNI0t4S, STRAINERS, GAM, VALVES, STOPS, F5e REGULATORS, FINAL CCMECTIANB, AS MARRED AMOR AS NECESSAJv''( FOR PR'JPER OFERA1ICRN GP KEC WSW EGIJPENT. INSTALLATION SFLALL PEET APPLICABLE CO Es OR GOVERIKEr -�.,9NCLES HAVNG JURISDICTION CF FRCUECT LOCATION. M -r IJ.YAC. CONTRACTOR TO RR4L6 4 AND 9N5MAU DOJALIST Ate &lFPLY AIR SYSTEh1 N ACCORDANCE WITH MECHANICAL EtesINJEERtdG PR4MENG5, APPLICABLE COVES AND/OR GOVERMENT AGTi NCfE$ 1441 , X050iCTiC44 OF PROJECT LOCATION. WEIR TO ICITCJ EN EQUIPheIt VENTILATION PLANS FOR BeACT Cfh1, STATIC PRESSURE, DUCT CO NECTICN SIRE AND LC CAT1CN REGIAREMBITS OP KEC. FUMED ECUta e4t. 11-2 MECHANICAL CONTRACTOR TO FUROR AND NSTALL COOLING WATER SUPPLY, AM JEETTIR4 SYSTEM, LE. LABOR MATER/ AL, PI'NC, PITTING,S, trots, STRANE]Rc,, GAMES, VALVES STOPS, FtE55URJe REGULATORS, ETC. INCLUDING, FINAL MIME OPMECTICNS. AS REGUIFE) AND/OR NECESSARY FOR PROPER OPERATION OF KEG. ROSE E,aIURENf. INSTALLATION SHALL MEET ALL APPLICABLE CODES OR GOVER494t AGENCIES IL4vN3 JLRISDICTiON OF PROJECT LWCA1ION, HESS o1IERlIIL E SPECPIED. CLG CFM D EC E = DC - F EXH RR 111R = FPM FS = GC 2 GPH = Nt HVAG MECHANICAL NOTES A5E3R!V I AT I ON S B AR CWLIR4L CI!$IC FAR PER MINUTE CONNECTION DOUBLE PURPOSE RECEPTACLE DIRECT WASTE ELECTRICAL CONTRACTOR EQUIFMEW USING RELOCATE/RE- INSTALL ExI� 13Y OANER FAHRENHEIT FL0OR OR DRAIN FLOOR FIxTURE MINTED RECE TABLE PLC W GEERAL CONTRACTOR G&W* 4S FER HOUR GALLONS R MINUTE I418 DRAIN NoRSE- MOTOR HEAT vE-1NTINks AND OR AIR COI4DITiON11. IW : INDIRECT WASTE J8 - JUNCTION BOX KEC = KITCHEN EalipMENT KW = KI LLSS P(7U DS S MAX = MAXINRI'i MEM = BRITISH THERMAL NT$ MC = MILLtL ( TOR MN = MINIMUM 81150 = M15CCELLANlEOUS N IEMA : NATIONAL ELECTRICAL MAMFACJhRES ASSOCIATION NIC = NOT IN CONTRACT 0 YY : 3 5ELECT 7 VENDOR MIER P05 POINT OF SALE FC PLLMBIN* CONTRACTOR SR = SINGLE t' OSE RECEPTACLE SP = STATIC I�1G = WATER COLWIN 190 191 192 193 1 195 lEA 140 INE 1A 6 -20P CORD 4 CAP PROVIDED. EC TO PROVIDE MATCHING RECEPTACLE CORD 4 CAP PROVIDED 141 142 143 144 145 146 141 WS 149 1491 150 51 152 NEMA 5 -30P CORD t CAP PROVIDED. Ec TO PROVIDE MATCHING RECEPTACLE 3/4 HP- NEMA 4 5 -30P CORD 4 GAP PROYIDED. EC TO PROVIDE MATCHING RECEPTACLE CORD 4 CAF PROVIDED. EC TO PROVIDE MATCHINGs RECEPTACLE NEMA 6 -5P CORD 4 CAP PRovIPED. EC TO PROVIDE MATOHING REcEFTACLE $ 5. AMPS, S. 6 AMPS, 5. AMPS. ISOLATED GROUND. VERIFY ELECTRICAL REQUIREMENTS ITS W/ 0U14 VERY COMPUTER CABLE REQUIRE1 4T$ WI OLW (6) TOTAL C.IRGUITS REQUIRED = EC TO RA 1/2" WIRING: CONDUIT TO ALJDRO CABINETNFY R O MT6 W/ 06v. 22/4 SNiELDED. YEFJrY REQUIREMENTS W/ oSV. DUPLEX RECEPTACLE R EGIJIRED. 30 AMP MAX FUSE L14 -30R. 4 WIRE CORD t FLU PROVIDED. EC TO PROVIDE 6 -20 RECEPTACLE VERIFY JIR 1 ITS W/ OSv. EC TO PROVIDE 6 -20 RECEPTACLE. NEMA 5 -5P KVA SS -5P NEMA 5 -5P NET1A 6 -15P REVIEWED EO I CODE COMPLIANCE I a, 7 ' S S% cram w4 Cite Of Tukwila MAK z 5 >LaJt3 I BUILDING DP/15/0K 54 55 56 151 51. i 51.2 151.3 159 159 1531 160 161 162 163 164 165 166 161 168 169 no nl n2 113 114 n5 116 n1 nor 119 180 181 182 183 184 185 186 181 188 189 189.1 1892 129 GRIDDLE 130 REFRIGERATED EQUIPMENT BASE - RirMOTE 131 NUMBER NOT USED 132 RISER NOT USED 133 FRYERS WI QUICK DISCONNECT 1334 PORTABLE FRY FILTER (NOT SNGI.I 4 ON PLAN) 134 6/5 MOBILE WORK TABLE 135 S/6 WALL SHELF 136 REACH -IN RZEEZER W/ N4LF HT. DOOR>5 131 -138 NII116ER NOT USED 139 SINGLE SECTION REACI-I -IN }ORATOR WI HALF 14t. DOORS 140 NUMBER NOT USED 141 NUMBER NOT USED 142 6/5 PAN RAIL 143 NAAGING DOUBLE PASS THROUGH 6NELV>:S 144 FRIG ATED COLD TABLE (PANTRY) 145 FOOD WARMER 146 CONTACT TOASTER 141 GLOVE Box HOLDERS 148 REACH -IN RRiGERATOR (RV) 149 ExPO SIDE WORK TABLES 149.1 DIFFER WELL. 150 SPARE NUMBER 151 SPARE NIIMBER 52 SPARE NUMBER 153 SPARE NUMBER 154 REFRIGERATED BARE - SELF CONTAINED (PI= PREP) 55 R STIGERATED BASE - SELF CONTAINED (APPETIZER -COLD PAN) 156 MOBILE SI$LVING 151 8/5 CUSTOM COUNTER 51.1 SINGLE DRAM FOOD WARMER 151.2 4 COMPAfNT NOT FOOD (LIEU. 51.3 FILLER FAUCET 158 NUMBER NOT USED 159 DOUBLE OVERHEAD SHELVES AM TRIM (CHEFS COUNTER) 1591 DUAL NEAT LAMPS 160 T1CJT RAILS 161 PIZZA BOX ORGANIZER 162 R1EMOTE PRINTER SGR1 EN5 163 PRINTER MOWS 164 MIGROWAi/E 165 CLOCK 166 MICROPHONE 161 DRY ERASE BOARD NOT $.IoW) 168 lU18ER NOT USED 169 Iii MBER NOT USED 110 1411BER NOT USED 111 SODA DISPENSER W/ CARBONATOR 4 iCE BIN 112 5/S TRAY HOLDERS - REMOVABLE 113 6/S SMALL ICE SCOOP HOLDER 114 GLASS RACK DOLLIES 115 COPEE MILER 116 NUMBER NOT USED Ili ICED TEA 13fEUER 118 S/S WORK TABLE - 1W TRAY LOCK 119 JUICE DISPENSER 180 SPAR NUMBER 181 WORKTOP REKGERATOR 182 iCE CREAM FREEZER 183 SPARE 14.11113ER 184 SPARE RISER 185 NUMBER NOT USED 186 NUMBER NOT USED 181 SOUP WARMERS 188 MOBILE 2 DRAAER FOOD WARMER 189 S/S WOW TABLE - W/ TRAY LOCK 4 SW 1891 DECK MOUNTED FAUCET WI BASKET STRAINER 1892 PIFPER ELL 4 IN-LINE CONTROL vALvE MIMBER NOT USED DEscRIPTION EQUIPMENT LIST O al m s t : o z 0 1 - 1 KEC KEC ITEM 130 I I KEC KEC CURB 3 KEC KEC CASTERS I KEC KEC CASTERS I KEC KEC CASTERS I KEG KEC WALL I KEC KEC CASTERS 1 KEC KEC CASTERS I KEC KEC ITEM 143 1 KEC KEG I KEC KEC CASTER!, 2 KEC KEC ITEM 130,141 I KEC KEC ITEM 151 8 KEG KEC WALL, Pig I KEC KEC CASTERS 3 KEC KEC LEGS i KEC KEC 1711149 I KEG KEG CASTERS 1 KEG KEC CASTERS I IBC KEC CASTERS I KEC KEC CASTERS 2 KEC KEC ITEM 151 I KEC KEC ITEM 51 I KEC KEC LOW WALL I KEC KEC WALL/ROOF 3 KEC KEC ITEM 59 LOT KEC KEC 59A43/20I i KEC KEC ITEM 159 10 OILN MN BAR ITEM 159 10 OSY KEC ITEM 59 5 KEC KEC ITEM 59 1 (AIM OW ITEM 59 5 CM OSY 1 159226233 I CAN aiN WALL 3 OSY OSV 6" LECTS 3 KEC KEG ITEM 111 2 KEC KEC 111 / 256 1 KEC KEC CASTERS 2 06Y OSY 2 KEC KEC 2 KEC KEC ITEM 110 ITEM 221 ITEM 118, ITE1 221 1 KEC KEG LEGS ITEM 118, IT#31 221 I KEC KEG CASTERS i KEG KEC CASTERS KEC KEC ITEM 189 KEC KEC CASTERS KEC KEC LEGS KEC KEC ITEM 189 KEC KEC ITEM 189 1/2 PATER 1 2, al 1/2" PLUM$IN6 REQUIREMENTS 3/8" 2 1/2" 1/2" 2 3/8" 2 1E4 1EA EQUIPMENT ROUGH -IN ONNCTIOM REQUIREMENTS 1W PASTE 1" I" IW I" EA. 1 EA DW I -I/2" 1 IW I 3/4" 3/4" EA GAS O (2)110 (I) 140 IW TO FS BY PC. PLUMBINS REMARKS 105 1 KEC TO PROVIDE GAS HOSE, PC TO INSTALL GAS 1106E. 1 EA PC TO INSTALL QUICK DISCOil4ECT AT EACH UNIT. KEC TO PROVIDE GAS HOSE. w TO FS BY PC. I P.C. TO CONtECT KEC PROVIDED MIXING VALVE. TO PROVIDE WARM WATER TO DIPPFRIELL, VERIFY 110 DEGREES. P.C. TO EXTEND DRAIN PIPE TO FLOOR SW. PL. TO PROVIDE CHECK VALVE TO FAUCET SUPPLY LINT:, ACCESS PANEL TO coNECTION. IW TO FS BY PC., VERIFY REQUIREMENTS W/ OSY. • FILTERED CIA, VERIFY REammENT5 W/ oSv. $ FILTERED al, VERIFY REQUIREMENTS IN OSV. 1W TO F5 BY PC. PC TO PROVIDE CHECK VALVES TO FAUCET APPLY LIRE. In FROM ITEM * 183 I UTILITY SiNK, IW TO FS BY PC. / PD. TO CON t' ECT Till- KEC PROVIDED MIXING VALVE PL. TO PRovIDE WARM WATER TO DIPPEI 1ELL, VERIFY 110 DEGREES. VENTiLATION REQUIREMENTS 0 is u- 120 120 120 120 120 120 120 120 120 208 208 208 120 120 120 120 208 120 120 120 120 120 208 120 120 I- 1 i 2.0 AMPS 1.1 AI'p' 1 9.0 AMPS 1 a. AIM ( 13. AMPS 1 13.8 AMPS EA 1 EA. 208 1 13. 8 AHFS 1 1.5 AMPS I 12.14 AMPS 1 20.3 AMPS 1 2.0 AMPS 1 238 AMPS 16.0 AMPS EA. I EA 1 3. AMPS 1 8. AMPS EA 1EA 16.3 AIIFS 15.5 AMPS F.A. 1 Rao 4.0 AMS 1 EA 4.0 AMPS 5.1 AMPS 1 6.9 AMPS EA. 3.3 AMPS 1 4.6 AMPS 8.0 AMPS O t O �? um ®w' LEA. 3 a LEA ELECTRICAL REQUIREMENTS 1 N U 5-5P 1 NEMA 5 -15P 1 NEE 5 -5P ELEGTRJGAL REMARKs NEMA 5 -5 CORD 4 CAP FROVIDED E.C. TO PROVIDE MATQ4ING RECEPTACLE 1 3" CONDUIT FRiOt1 EGJIJIFMENT BASE TO ABOVE FINISHED CEILING FOR REFRIGERAITGN LINES. * NE to 5 -15P CORD 4 PLUG PROVIDED. E.C. TO PROVIDE MINNS KGEPTACLE AT ITEM X11 CONVENIENCE OUTLET MOWED AT 424° AFF AT COOKLINE WALL.. 129 130 131 132 133 1334 134 135 136 131 -138 191 192 193 194 195 TriMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 -- 474 - 1000 F A X 949 - 474 - 7298 E- 11AIL,ORANINCSOTRIIIARKUSA.009 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced. changed or used by anyone. in part or whole, without the wr tten percussion of a Trimark Rand company officer. My desired deviatims to this plan must be approved in writing by Tramrk Ronal before such work is dons. It Is the responsibility of anyone using this pion to read and become familiar with all information shown hereon including any fist of notes. Measurements on this plan are from awgahle information. Trnnmk Ronal will not assume any respansnbiGty for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job ale. M information on This plan for the general contractor or the general con- tractors subcontractors to perform (plumbing, electrical, curbs. walls, building openegs, etc.) are for the sale purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not wfid by Trinnark Raygal. Triniork Rayed not assume any reaper ability for engineering thereof. All build work thereof shall be by the general contractor including all roughing -in and final connections and all runs to equipment and in- cluding all fittings or any other parts materials or labor for such work. If any such work is in Trimark Raygal contract, it will specificagy be indicated an ilia plan; F d is not specifically incficated on DTs plan, R is not a part of Trimark Raygal contract and shall be provided by others. Trimaik Raygal will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Deport, etc.) or changes by the owner, architect or any other person outside of Trimark %gal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate oerrectians ere made by Trimark Raygal. Using this plan is admit- tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or orris slam have been reported to Trimark Raygal far wrtten corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before aoceptance of bids. Plumbing or electrical parts not supplied wpb the equipment as a standard item shall be provided the plumber or electrician unless speaficaly on this pion 02 - 21 - 08 IN PROGRESS PRINT 11 - 30 - 01 ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK c/ DESIGNER : SHEET NUMBER ❑ BID SET 0 CONSTRUCTION SET Nf' ce wu E- D ce Qn uu co � QaO ce C) � � f Q �Z ?j o vq on on qD _. ,:n ... MAR 17 2000 PERMi a CENTER TRIMARJC R Al AL. DRAWN : TRiMARK R@AYCxAL CHECKED : TRIMAIRIC IRAYc AL SCALE : NONE JOB NUMBER : 5131 SHEET TITLE EQu I PMENT set -evULE � -2.3 ELECTRICAL CONTRACTOR NOTES litiattnna . w.-. _..=. 6..:.r,• .< .ax. G ..r __ ,.4.•.. ....t.2.. ._.r ...r.... ,.W �- r'::: -::.. z•.: r�••: s,'::...;:.;. ter .... ....... ...... .. -. <_._.L. ROUGH - I �.:.. et:._: .......:...:: ....:.. .::y.:..._•.i:::._G_..: c .�.�.�._.. _. _-, :. _n:•, c: - Y._..._i_._a. .. i �,._�_.. ... ......l..Su.l.. N CONNECTION OU I • ■ i._ r ._e.._... _ __ ... V'... __ .. ..: : � _ ... ... ... .. _ 'fxs..:;�L:Wi �il•t ' ? ^� t _.._...- �_.r ._s ac. . . .r x .. •. ,:S' r •�: : c � , .�. Y. ?. ». .., � .. .c._r..r .�._.. ... : -. : �r _i ¢i . •:I . ;:ti• i ;'i :.: "! : •i' i.. ... _.. "kS!E s':; �-'= .. .r. ex:"l''ti :: • ova E -I ALL ELE TRCCAI. REQUIRd KIENTS NDICATED N THESE F1.446 ARE FOR SUPPLED EctlIFMEATr A5 SHOW mama SE TES EC.11<ia`PNf FLANS AND DESCRIBED 14 K1 SERIES ECUIRENT SGEP .ES REER TO 114E ARcNIIECTURAL FLAN IBCINEEIRM MAIM, AND THE GET AL CONTRACTOR FOR AM ADDMONAL ELECTRICAL RCUIPSIENTS. ALL ELECTRICAL BM WALL CGtIPLY WTM ALL AP GOVE1 MRTA- AGENc ES HAYING JURISDICTION OVER PROJECT =AMR E -2 THE 51'MPOLS 5HOUE4 WITHIN ME FLANS INDICATE LOCATION AND ' MY. ELECTRICAL CONTRACTOR to PRovIDE AM NSTALL CIRCUIT RIM AS MomIRED, N ACCORDANCE W1TH iNE ELECTRICAL MOMS MAIMS, =FORM M114 ALL A FL.ICABLE COPES AND /OR GavER1 E' tAL AGEICIES rwvrrrrs JURISPICT104 DYER PROJECT LOCATION, E - 3 ELECTRICAL CONTRAC'TDR TO R:AMI N AND MALL ELECTRICAL SERVICES TO /14 LOCATIad AND Roil R IC41 -N TO ECLPPt PONT CP CO=MOM IE LABOR MATERIAL, RING, SERViCE HMS, CONDUITS, flT BREWERS, JINGTION BOXES OUTLETS, FUriloLDS, Sumo -ES, PULL BO)cES, CONTROLS, SF0.M- TRIPS, 1 ETA, ccti ECTORW caFIGUPAnIONS, LOCK -Cur DEVICES, PISCCN4ECTS, PAM BOARDS, ETC. INCLUDING FINAL EAl1Ptils1r cOdEctIcNS, AS REWIRED AND/OR NECESSARY FCR FR:PER OPERATION OF FURNISHED EZRIENT. NSTALLATICN SHALL MEET ALL APRIL BLE COPES OR GOVERISINIT AGENCIES HANG JURISDIctla4 CE PROJECT LOCATION_ E-4 ELECTRICAL ENG /CO TRACTOR To V R Fr ALL l�lIRErENT5 AND LDG4tIa is OF a tieR WISHED Ea1f Leff WTT 4 09,PdI:R SELECTED 5UFPLIER F�RIOR TO ROMNO -N ANY nine. E -5 ELECTRICAL CONTRACTOR TO FUMISN AND INSTALL SEPARATE coon FOR EACH SELF =DM REITIGIERAToR AMOR FREEZER I.tLE5S OTFERUISE SFECif ®. E ELECTRICAL CONRiZ4CTD12 TO WISH AND WALL. Loam DEVICE cN CFCUTT MAKERS =MUM EILAUST BL•CUERS, MAKE-P AIR FANS, ICE Mk:ERS, RIMERATICN SYS1T11S AND RRE PROTECTION SYSTEMS HESS CnERUISE SFECFIED. E -1 ELECTRICAL coNIRAcroR TO R$4I51 AND INSTALL DEDICATED MAT RECEPTACLES UU ISOLATED GROIN AND EMPTY CC TIT (MN, DIA I') UVJ -BOX FOR DATA/c0179NIcATKfi1 cols • ALL PAS. DEVICE LOCATIONS. vERFr ALL R€(3URE NTS WIN OIER AND/OR OUTER SE LECTED 'ROM E-8 ELECTRICAL COMPACTOR To PUNISH AND MALL 410 (OCTAGONAL.) J - BOX BIT T4 U? DIA• EMPTY =OUR RISER FOR FIFE StFPFESSICN $Y$11 SYSTEM REIM FULLSTATIO145. CONDUIT TO EXTEND 6' ABOVE RUM CE ILNG AND WAN ACCESSIBLE FOR TM M51 1 GAME PULLEY NSTALLATICN BY KEC El ELECTRICAL COMPACTOR TO INTERLOCK ONA IST PANS) AND MAKE-IP AIR NM AND QU I PN �L GTRI GAL QU I CEMENTS 5Wf1N NOI51AMI tmem W1LI 1Nai^ldlfl05 PESVRIFTION QUANTITY AG C134SINefId M0UNT1NO LOCATION &AS FLUMSINS REMARKE REMARK 740.L idd0 1 55�1d 011Y1,6 G'; M TOTAL 581f155aId �11'dl5 20+11OA MYHid 9NINN GUANTITY OF CONNECTIONS BY E.C. EL!C. RIG +L. REMARKS � 1 Eouimew ITEM i INSTALLED BY I =IS NI- H9r1014 .f.M 1014 a 011 =IS NI-149flO �31�A lurid =Gaff 0 �ZIS NI- H9f1014 LVM .OH MiN9a0 OQ1 '14W9 N2Por6A ION 5215 NI- 1-19flOa i15LVM aioo 3z15 N0I.L NNOO '701 AG 5NOIlNN00 d0 �J.I1N'df10 a.va 3Zis aLS' M QUANTITY OF CONNECTIONS BY P.G. aZIS NI-HWION 5Y9 SAS CONSUMPTION (MBTU) QUANTITY OF CONNECTIONS BY PL. 191 NLhIBER NOT USED MS 191 isa 1 198 DRIVER STATION WOW TABLE 2 KEC KEG 6" LEGS MIMI MIT 199 MOBILE HOLDING CABINET 2 KEC KEC CASTERS 120 I 10 0 AMPS EA I EA NEMA 5 - 15P 199 - • ••- • • ' 120 8. AMPS EA_ 1 EA cLEAN, DEDICATED MGR SF.E SHEET K FOR CAT 5 mailmen. 200 0 202 6/6 WALL 61-ELvE5 2 KEC < 201 RIIBER NOT U6ED 202 203 DIME- PANEL PRoTEcTICN BARS 1 KEC KEC U 4LI 203 204 - .., ;, 3 KEC KEc WALL 204 205 W : - NoT WED 205 206 6/6 WAINWOT LOT KEC 206 201 • rr • r r SYSTEM LOT 06v 06v 120 201 208 !r • • r r SYSTEM SHELVIM LOT 05V 06V CASTERS 206 209 « �r - < KEC WALL - NTE CT IVrOR STARTATOP SiATCJES WTH 14000 LIGHT &M AK R ER TD ELECTRICAL AND H.vAC.13dGN�IG DRAMS FCR COMPLETE EaTA116T PAN FECU1I�] ENTS. E -i0 ELECTRICAL CONTRACTOR To F'RJRUSH AND INSTALL NTEROO�Jfs CaIECTICN CONDENSATE Hocv E> ST FM AND DISH MACHM OWGFF CONTROLS UNLESS mama MM. E -II B,ECTRICAL =RAC= to RPM AND MALL NOT TRP BREAKER+ ARO/OR CONTACTORS AS REGUIR:D AND AU. NTERCONECT14 CONDUIT AND WPM, FROM ELECTRIC FIRED COcKM minim, 4t RECEPtA -E$ 4 ALL ma ELECTRICAL CIRaJITS UNDER MOT JST WOODS N5TA11 AT1ON SMALL NET ALL AMICABLE corks OR Gavtr arerr AGENCIES 14Av96 JJ SPIG71oN cF FRO.ECT LOCATION, 5E FIRE SYSTEM REMIREMTINTS DETAILS ON (K6 SERIES SIFTS) E -12 ELECTRICAL CONTRACTOR TO RMSI4 AND INSTALL CaDa UM Arm ItmatiEcricris TO COLD STORAGE ROOM BLCUER COIL, SOLENOID VALVE kV THERMOSTAT THRI DtsccNEGT SIUTCN (° a oV VALVE, I1ERMSTAT NO REDDER COIL WISHED BY KEW. RN ALL RIGID CONDUIT ABOVE COLD STORAGE Roots CEI-IYs AND FlaiETRATE AT CG * CTIaN PONT air. me E2U1FhENr RELATED DETAILS al (K6 SMSS 5T TEEr5) E -I3 ELECTRICAL CCNIRACTGR To MUSH AND INSTALL =1ST AND COLOR CODED D1 Sr CQHTRDL CIRCUIT IIARNG FROM LEER ISMER cot(S) TO TER INBUTPE COCK CN Ii'(otE RE± RGERATICN COIRRESSOR RACK RffER TO (KT SERE5) REPRIGERATIGN RACK maw FoR CONTROL CIRCUIT (IG ENATIC DETAILS. E - 14. ELECTRICAL CGCNRRA ToR To RINSN AND NSTALL N1ERCaIEcnGNS To KE>~ COLD BTOR a RC al v IELPoRT HEATER HIGH TE'i' ALARM, LIGHTS, DOOR AM DRANLNE HEATERS AS NECESSARY. RN ALL RiGTP caw ABOVE COW STORAGE ROOM CEILNG Arm PENETRATE AT ammo I�ONr au. so Ef21fF{1ENT RELATED DETAILS al (Kb We SHEETS) E -B ELECTRICAL CONTRACTOR TO FOAM SEAL ALL CONDUIT FENETRA1►O4S 11.t4 COLD STORAGE ROOM CEILING IVES TO PREVENT CCNDINSATION AlOOR BUILD -t!P E - I6 ELECTRICAL CONTRACTOR TO RINSF1 kip INSTALL camas SPACE M ORD M.traMOLD UN RECEPTACLES AT 24" al C8t1ER AT LNDERSiDE Of BARTCP, PlaovlDE LO4GITI IDICATE) ON PLAN, UNLESS MIME SPECFED. E-T1 IT IS TIE MRS FeSPCNNSILITY to FILE FOR AND MUSH MONIED TEST LAB 210 BEER • a FLOOR r ,. 12D Al tea LIGHTS l 0� AMPS - WINDOWS 2 EG TO PRORIIDE t NSTALL AMBER LIGHTS CGt+ECT THRLJ DIMMER PANEL EG. TO PROVIDE FL GLII�SCENT EiI1LBS +F48TI2CW1.10 FOR WALK - M LKsHT FIXTURES. 210 211 FLOOR TROUCxH t GRATE 3 GG GC FLOOR DW 3" 1 211 212 WATER HOSE CG 4 CTIGNS 2 PC PC ITEM 210 I - 1/2" EA. �� �� 1 - In" EA. 3/4" EA. 2 EA REDUCE AFTER 1 in" RILL PORT BALL VALVE TO 3/4" G1 W1' VALVE DIRECTIGN WITH OWNER 212 213 . CASTS 0 3 4.6 AMPS EC TO PRICVIDE DEDICATED 4 � Z0A GIRCIJTT W/ NEM4 L,5 -204 TWIST LOCK i'ROVIDE NEMA RATED ll T LOCATONN COYER 213 205 3 1.0 AMPS PLUG TYi�: 20 AMP, 250 Y, 3/d 214 DRAFT BEER SYSTEM (GLYCOL) 2 OSY 05v ROOF 120 214 120 I L0 0 Al 1F5 2 CG�1VE�11 OUTLET F 2 SERVtcE LAMP 2144 GLYCOL SYSTp�1 I OUN KI:C FLOOR �. 3 30.0 Ah1Pa E c. TO t'ROYIDE DISCOMJECT AND HARDWIRE EQUIR�hIENT 2144 215 ('tE 1 210 120 2B SILAGE MOUNT AJ 'R TO EXTERIOR OF TREM X110 DOOR GFGI Rc 1T. VF'1' LOAD W/ OU R 216 BEERJROOT BEER TANKS 2 KEG KEC 6" LEG 216 05V r0 SECURE TAN (S TO CCNG TE USINCs S/S All T1 AD WA51 RS MATS EPDXY 2I6A { (TAr10N TANKra z oltl+I KEG. LEGS 120 1 1 EA EC. TO W1RE FRAM Trb`1 23©TO SoLEN01D YALYE ON GLYCOL PiPfNr OF TANK 216A 211 RACKS I SHELVES LOT KEC KEC 6" LEGS 211 2114 CASK RACK 1 OWN KEC LEGS 120 I I EA EC To WIRE FRAM ITEM X130 TO TEMPERATUF"I" SENSOR ON TANK 18 CaA 51 MELDED WI 211A 218 COOLER EYAFORATOR « KEC KEC ITEM r. • Fe ! • _ 011-ERWBE - i ar REFER To r ;a 2 EC TO CONNECT TI4ER1OSTAT 501 EHOID YALYE TD EYAR'OR,4TOR COILS, TO PROVIDE PROPER COIL GONTROI. SEE WIR1NCs DIAGRAh1 ON SHEET K1. I " EC TO R�941 POUER WIRINCs THpJ CONDUIT FROM ITEM el, HARAIJIRE COhI 4ECT10N 218 CI RTF c411cN OR CERTEIcAmES CP APPRovAL, ETC FOR GOER SPECIFIED/'K/AMID C 1T, III.EFZ SUCH TESTNG APPRwALS ARE REGIMD, BY PREVAILNG COPES OR Gov AGENT lT S H4'1 JURTSDiCTIa 4 CKIR PROJECT LOCATiCNL 219 C.02 TANKS 2 04 06V FLOOR 2i9 220 NIJIBER NOT USED 220 PLUM I NG/ME CAN I GAL CONTRACTOR NOTES 221 222 6/6 UM:TABLE LW TRAT , Cf. • • 221 G P -I ALL FLUISI MCIII$]1E�I15 INDICATED N THESE FLANS FOR KEC AND/OR OUP1fR SUPPLED ECUIFT. ENT A5 .✓NOUN aN 11 8ER:ES mirror FLANS AND DESCRIBED N K2 SRO EallizteNT SciWI! ea MIER To THE ARCHITECTURAL FLAK le wee. MEMO DRAMS, AND 1T E MEWL CONTRACTOR FOR ANY ADDITIONAL FLIJ<'(BB REGUIREMTS. ALL F1-U13NG TM 5HALL =KT UE'4 ALL AfTLICAHL.E CODES AND/OR GO I fAL ACO CES HAvNG JURISDICTION! OVER FRt7UECT I. C 4Tial P -2 iTE SYMMS 614c N UITHN TI-ESE FUNS INDICATE LOCAiIcN AND TYPE O ROUGH NiS'RU8 CN .Y. Fi.L/1ING CONTRACTOR TO PRO DE MD INSTALL ALL Stli'LY, RETTRI, WASTE, VENT, AND FUEL LIE MP N ACCORDANCE en4 THE FLIJMBNG MINER'S CRAMS, Arm ca WITH ALL APPLICABLE CODES AMOR CTOMMENTAL AGENCIES HAVN JL6I5DIC110N OtER FRDJEcr L.oc 4TTOl, P - P1. teltJCs CONTRACTOR TO IINNISI4 AND INSTALL ALL Pi-1M G SERiACES To ROUGH -N LOCATION AND ROM RCUG 4-N To MOW POINT cP CONAECTIOL la HOT WATER, COLD WATER DIRECT WASTES, SANITARY DRAM LIES, FLOOR SNKS, FLOOR DRAMS, STEAM SLIMY, STEAM RETURN NATURAL GAS R EL PIPM, Ff TIM, UNION$ STARK ciAuGES, =AN OUTS, TRAM vALYEs, STOPS, PRESSURE REG.LAToRS Etc NCLIONG FNAL %WENT CGIECTICN5 AS MI1RRIFD AMOR NECESSARY ESSARY FOR FIRM OI'l9L4rRON CF RIRNISHED Ea lIFTVIT. NSTALLATiON SH6U MEET APFLiCAeLE CODES oR GOVER ENt ASS HAW& JuRECAcTION aF PR40JECT LocAT1GNl P-4 FtUMBNG DIGIEER/algrAcTaR TO *RIFT AU. REOJIREMNTS C OIER FIlReSFED Ea1IPtaIT IIPI4 alleRS SELECTED vE DoR PRIOR TO R IS1414G -N ANY UTILtfIES. P -5 P'L11181NIG CONTRACTOR rp FlIRN1514 AND INSTALL ALL Rl"DtJCNCr vA1.vESl5TaP5 NECESSARY AT Not/CaLP UL41ER SUPPLY LS FOR G W LIES WATER (' NDt TD EXCEED 40 PSJCs. MAIM AT cram R�autFMENL P PLUMBING CGNiRACT CR TO FLUSH 20 RSA hl4)dMld 1 EATER FRF. AT U14�/ DISI#U48FER P - 1 FU1 EID CGNTRACrci� To WON AND NSTALL pews TYPE WW1 BIEAICERI;, BACKRaU Kt MITERS, Aoaa CTEM VALVE A55Ere4.1E6 AV ROUGED mein T'RNCIPLE DEvI ES. AS REt' JIRED BY CODs; OR GovEFRENT Ac�JCIES HAvNG JURISDICTIONI cf PRa TEct LOCATION, KESS ORatlIEE SF'EGFED- P-8 FILI IN6 CONTRACTOR TO PROVIDE AND INSTALL ALL WASTE LIES, BM DIf�CT AND IOIRECT, tN.E 6 OTIERUgSE MIRED. IOII:CT Uk S1E LIES ME to EE ADEMATEO' STIED AND EXTEND FROM E JIPMIETf DRAW TO R.OM DRAIN L@ES ITATNN WOES MUST BE ROUTED TO =FORT To MEMOIR MMES. WARM HASTE LNES BOOM ICE ENS AND COLD &CRt3E RO21$ ARE TO EE NSI AHED To PROM' SUEATIt/ P - s PLU 1B HG coNTRACTOR To WALL FM PR 1EcnoN SYSTEM GAS SHJt -F vALvE WISED BY KEG. AT GAS SUPFI LINE TO COG EGU Mi1ENt N AN EASILY ACCESSIBLE LCCAtTaN AND PRESSURE TEST PRSOR TO CGNtECTING TO ANY EcUpt lT. P - 10 MOM caNIRACTOR TO RfaI5H AND WALL A GAz pneen REGULATING YALvE CAPABLE cf FRCNDING =ET Min PROM 4 1' UL . FOR NATRA1. GAS FUEL., AND s" To 12" WG. FOR FROPANE GAS RE, UT•EN SFECFIED. P -I 1 CONTRACTOR TO ARM REGIFEri IT5 FOR GREASE LADEN WASTE 111114 ALL LOCAL CODES AD Gott [t 4654CES HAYNG JU ISDICTION OF PROJECT LOC,AT10N PRIOR TO RON-IaJG -N C ANY Stla4 U4L5TE LNE(5). F - 12 rECIWNUCAL CONTRACTOR TO FUROR AND NSTAU. Ca1PE ER WATER SUPPLY AND FE'Rtl !E LABOR MATERK, Firm, MIC5, TN1a45, &T RAMS, GAMES, VALVES, STOPS, PRESSURE Ri15MATORS FINAL COMCTIONS, AS MIRED AVACR AS iECESSARY FOR PROPER orER4TICN OF KEC MOM ECUIFtle11•. NSTAJ-ATICN SHALL MEET APPLICABLE CODES OR GOV£RN'E t AGEHCIE5 PAvNG JURISDICTION OF PROJECt LOCATION& 222 223 CcFFEE _ - . OSV OSV ITEM 221 223 224 NUMBER NOT USED 224 225 MUM TO GO MCAT • ; FLOOR 225 226 MUM TO • BACK COITTER FLOOR 226 221 FAX MACHINE • : OEN 11131 226 120 i 1.6 AMPS VERIFY ELECTRICAL 4 NNE REQUIREMENTS W/ OWNER 221 228 BREWHOUSE KOMI • < TO Ca4NECT TO - - MONTER UNDER FLATFORM. 228 229 COSI BREWING « RC. TO CORECT 1" C11 TO SPARGE N Dalts1 TO CON'EC11044 SIM TO =NCI 1" 011 TO FILL POINT OPT KETTLE. P.C. . CaltECT 1" Cl11 To IDNAUST iMIFFLERI CN KETTLE. EC. TO MAKE COrAECTION FROM ITEM +230 TO PROBE ON VESSEL (LOW LEVEL AI - AR") E.C. TO MAKE CGNNECTIGN FROM ITEM 230 TO PROBE cN mea. (TEMP) E.C. TO MAKE CGFNECTION FROM ITEM "230 TO IMMERSION 1 -EATER GN VESSEL 229 230 BM FERMENTATION PANEL I MC ITEM 208 3 50.0 AMPS 3 WIRES 230 120t208 3 3.1 RLA. 4 IlIRE5 REVIEWED FOR 1 231 STEEL • = � • ®�� ��9v� �1L��1 �� ^� .0, � �� ��� 231 232 STAINLESS a : • I ' r? I 232 233 • = • ' • �. 233 234 - « USED City' f TAVVIla 234 235 - 1 a • « ' ' 'VERIFY f>TJJIREMENTS W/ 0 5Y. 'BU ILD I � V I ' 235 236 - 240 - • ar 236 - 240 • 241 TRASH RECEPTACLES • GU1N ON FLOOR 241 242 3-DOOR I3ACK I3AR REFRIGERATORS 2 KEc KEC • : a= 120 I 8 AMPS EA I E4 NEMA 5-15P 242 243 MUG CAILLER 4 KEC KEC age 120 I 82 AMPS EA i EA DEDICATED 150 AMP CIRCUIT RECJIRED. 243 244 MILLWORK / BACK • BAR • CURB SEE ELECTRICAL RTES K6J - COORDINATE WiTH 111LLWOR: CONTRACTOR 244 245 MILLWORK / UTTER STRUCTURE LOT a 5EE ELECTRICAL, NOTES K6J - COORDINATE WITH MILLWOI�C CONTRACTOR tab 246 - : - 2 MC ac WALL BOTTLE • r 241 3 FAUCET TGWER 1 O5V OSv ITEM 249 --- ■ 241 248 SODA Cpl HOLDER 1 KEC KEG ITEM 249 248 249 FLOOR 120 1 200 AMPS EG TO PROY1DE AND CO NECT ROPE LIGHT. GFI OUTLET. 249 250 14 FAUCET TOUTER 2 OSV 05v ITEM 251 251 BEER DIS>$N51NG GOIINTER 2 KEC KEC 6' LEGS IW I" EA I EA 1W FROM DRAIN PAN TO FS BY PC DO I 15. AMPS 1 EA BEER TOILER LIGHTS GFI OUTLETS 251 MECHAN I G ALw NOTES 252 6 FAUCET TOWll2 2 OSV OSV ITEM 249 252 ti-I H.vAc. CONTRACTOR TO MEN AO INSTALL WAIST AND SUPPLY AIR SYSTEMS N ACCORDANCE WMTH MECHANICAL latillJEEt�NIG MEW APPLICABLE COPES AO /OR GOVERtENT MEW-ES N4v1 NG AIRiSDIC TCN Cf FR7.JEGt Lo:ATICN, WEIR TO KITCIErt i I M�iI MITTLATIaN FLANS FOR EXACT CFM, STAiic PRA, DUCT CONECTION SITS AND LOCATION Women of KEG. RAISED EauiFtENt M -2 MiEGW1IcAI. cONTRACTOR TD FURNIISH AND INSTALL COOLIIICs UTATER SUTLY, AND RETIAN SYSTEM, IE. LABOR MATERIAL, PIPNG, Fame, IN1045, STR NER , GAUGES, VALVES STO CNE PECESSARY FOR P T1cN O1= KEC. RASED ED aNECTI , SH4LL AS WORM / TEt ALL APPLICABLE CODES OR CzavERVENr AGENCE5 HAvNG JURISDIC11oN I DP PRDIECT LOCATION, KESS o'n4171 SE Snarls,. 253 ITEM VERIFY REQUIREMENTS W/ OSY. 253 254 JOCK> =Y STATION W/ INTEGRAL GOLD PLAT; 2 KEC KEc IW 1" i EA IW TO Fs 5Y PC. 254 255 MEM 2% 120 1 320 WATTS I EA 255 256 BLENDER STATION W/ Dl�'iP 91NC 2 KEG KEC In" 2 EA IW 1-1/2" EA 1 EA IW TO 1s 13Y PC. �� 1 100 AMPS 1 EA ELECTRICIAN TO MOUNT DUPLEX OUTLET /GFL E.C. TO i i4 IN SEALTITE CONDUIT Nip, RATED BOX 256 251 3 COMP. BAR 51NIG W/ DOU6L E SPEED RAILS 1 KEG KEG �� In" 2 IW 1-1/2" 3 1W TO FS BY PC. 251 258 ITEM 251 120 I 1.5 AMPS 1 GFI OUTLET. 256 S 259 BAR IW In 3 1W TO FS 13Y PC. 25S ' J 1 ilb!hIJhb n n n n n n n n n n n u n u ee JVp " a pAgg Egg ZC7 260 260 261 I/2" 2 DW 1 -1/2" I g N K I 1 & R 122 lw � ii k .3dEip A ggg -1§§1 §II gt aamn „.1, qg 4...PFEfl II 11 n II II II II II 11 II 11 II II II II 11 . II II 262 -264 iR NOT USED � - 265 NUMBER NOT USED 266 PRINTER STANDS 2 KEC KEG - 261 -269 NUMBER NOT USED 210 MILLWORC / COUN?ER / EU$ 3 TIC MG 'tom - ,, 211 MURAL LIGHT BOX 1 MC MC WALL 120 I 1521 AMPS EA 5 VERIFY IREQUIFSIENT6 W/ SUPPLIER WIRE TO SWITCH AT THE BACK EAR 212 NIMBER NOT USED TriMark Ra ygal Faodservice Design, Equipment and Supplies 271 9 WHITE ROAD IRVINE, CA 92614 -6269 T E E 949 - 414 - 1000 FAX 949- - 474 -1298 E- 11AII.URANINGSOTRIRARIUSA.COY This plan and the designs herein are the sole property of Trimork Raygal and may not be reproduced, changed or used by anyone. in part or whole, without the written permission of a Trhnark Raygal company officer. Any desired deviations to this plan must be approved im wriing by Trine* Raygal before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Trimark Raygal will not assume any responsibility for the accuracy of such infammation. Fabricators, conbucthre, eta using this plan are to confirm all information on this plan with the job site. AI information on this plan for the general contractor or the general con - troctor's subcontractors to perform (plumbing. electrical, curbs, watts, budding openings, etc.) are for the sole purpose of equipment requirements: reference is made to the owner or architectural plans for enginee3 • or rrsting of Reins not suppSed by Trimnark Raygal. Trcnark Ray�wmt not assume arty respon- sibb iGly for engineering thereof. Ag ding work thereof shall be by the general contractor inducing ail roughing -in and renal connections and all Hams to equipment and in- ducing all fittings or any other parts moterials or labor for such work If any such work is in Tri mark Raygal contract R will specifically be indicated on this plan; if it is not specifically indicated on this plan, R is not a part of Trhnark Raygal contract and shall be provided by others. Trrmark Raygal caul assume no responsibil for work done by the general contractor or a subcontractor of the general contractor ar any Chagas made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart, etc.) ar changes by the owner, architect or army other person outside of Tranark Raygal wrltr authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trsnark Raygal. Using this plan is adnwt- tanco that all information on this plan has been examined and compared with other plans (example: archlloctriral plans) and any inconsistencies, errors, ambiguities omis- sions have beam reported to Temark Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptarmce of bids. Plumbing or electrical ports not supplied with the equipment as a standard item shill be provided by the plumber or electrician unless specifically indicated on this plan. 02 -21 -0S RI PROGRESS PRINT 11 - 30 - 01 ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK SCALE : NONE JOB NUMBER : 5IBI SHEET NUMBER ❑ BID SET ❑ CONSTRUCTION SET R tlA r ;;;;008 PER v;rl C;EN TEE DESIGNER : TRIMARC RRAYCxAL DRAWN : TRIMARK RAYGAL- CHECKED : TIRIMATRK RAYCaAL SHEET TITLE EQUIPMENT SCI -iMULE C -2.4 12'4" 9' -6 S' -2' 31/2 x 3 "TUBE STEEL COLUTINL STRUCTURAL DRAW -110° 33' -9 V4' IT -10 3/4 15 LOUT WALL. FINISHED 1-EIGHT +351/2' AFF 3 1/2 0 x 31/2' TUBE STEEL. COL.UhN. SEE STRUCTUR,AJ_ DRAWINGS. IT -2 3/4' 24 -S U1° LC>W WALL FNISHED I$IGNT +351/2' AF 2l2 3/4 [ 3r 2' -9 3/4' 28' -S 3/4' 28 -1 7 — Tar ;e _ f ' € e 0 [I MAT L.NE SEE SHEET K -S. 1. 2 ▪ EM 11 W11m11 ®11ME IItl — ▪ 1 1 v -5 If1' 10' -8° crt 67 N w 61 a+ 4' -11/4' 1 ® 1 1 ® 1 1 ® 1 I ® 1 I 4 1 I ME I I MO I I d I 1 0 1 I L 1 anal 1 1 i 1 1 ® 1 I Mil .� Y f 1 1 ® 1 1 m I 1 m 1 1 Y 1' 7 f ; \ �-s -------- •r' 1 1 ® 1 1 ® I I 1 1 ME 1 1 NMI 1 1® 1 I ° r sTia \ 3 7= r 1 1 1 1 1 1 I I I 12161 ! 1® 1 1 ® 1 1 ® 1 1 ® 1 1 It I MATCH ME T 1 I® 1 ■ ems 1 1 14{7 I I® I 0— 11 EMI CYO 1 fi � L 1 J8 NOTES GENERAL CONTRACTOR TO PUNISH AND INSTAL THE FOLLOWING ITEMS AS INDICATED ON THIS T UNLESS OTHERWISE SPECIFIED: • FNISHED WALLS FL:R CRITICAL DIMENSIONS INDICATED ON THIS SHEET. • SEALED BUILDING WALLS ADJACENT TO FULL FERJtE1ER OF COLD FORAGE ROOMS. e FINISI-ED CEILNG POCKETS AND VERTICAL FULLY CLEAR OF OBSTVCTIONB AT DESIGNATED LOCATIONS. 2. IN THE EVLTIT CRITICAL vassals ON THIS SHEET CONFLICT WITH ARCHTIECTURAL DIMENSION FLANS OR ACTUAL CONDITIONS, GC. TO NOTIF ARCHITECT AND KEG. IMMMATELY FOR RESOLUTION OF DISCREPANCY. ALL DIMENSIONS 5 J 1 ON THIS SHEET ARE RCM FNISHED WALLS, FLOORS AND /OR BUILDING GRIDLINES. INCLUDE ALLOWANCE FOR THICKNESS OF FINISH MATERIALS. C TERAL CONTRACTOR TO FI1R14151-1 REASONABLE ACCESS TO EQUIPMENT INSTALLATION AREAS REQJIRNG CONNECTIONS AND/OR SkR110E ABOVE FNIS -EP CEILING, IN ACCORDANCE WITH LOCAL CODES AND/OR GOVERNMENT AGENCIES HAVING JURISDICTION OF FROJECT LOCATION. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL FETIETRATIONS Tl4RU CEILINGS, ROOFS AND WALLS FOR DUCTS, ETC. WAVING DUCT SHAFT U A chra5, ENCLOSURES, FIRE SEPARATIONS ETC. AS RECAIIRED. N ACCORDANCE WITH LOCAL AND FIM DEPARTMENT CODE$ AND /OR GOVERNMENT AGENCIES HAVNG JURISDICTION OVER PROJECT LOCATION. GENERAL CONTRACTOR SHALL SOUND FRDOF COMM WALLS WHERE NOISE OR VIBRATION FRODUCNG EQUIPMENT IS LOCATED ADJACENT TO DINING AREAS. SEE ARCHITECTURAL PLANS FOR LOCATIONS 4 ADDITIONAL It+FGRIATION. SYMBOLS CRITICAL FINISHED WALL NON - COMBUSTIBLE WALL PER APPLICABLE COPES REVIEWED FOR 1 CODE COMPLIANCE itiPPRO City Of WILDING #0 T Ray Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 - 414 - 1000 FAX 949 - 474 -1298 E- YAIL:URANINGSOTRIOARKUSA,CON This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written of aam a Tdmark Raygal par/ officer. My desired this plan must be approved in wring by Trimark Raygal before such work is done. R is the responsib1TRy of anyone using this plan to read and become famlliar wrih all information shown hereon including any fist of notes. Measurements on this pker are from available information. Trmark Raygal v not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm an information on this plan with the job site. All information on this plan for the general contractor or the general con- tractor's subcontractors to perform (plumbing, electrical, curbs, walls, building openings, eta) are for the sole purpose of equipment requirements; reference is made to the owner or cal R for eng or noting of items not suppied by Trimarl: Trimark Rapid wrE not assrerne ary respm- sbWtty for engineering thereof. AM building work thereof shall be by the general contractor incoming all roughing -in and final connections and all runs to equipment and in- cluding all fittings or any other parts materials or labor for such work. If any such work is in Trimark Roygal contract, it wiU specifically be indicated on this plan; if it is not specifically Malted on this pion, I is not a pmt of Trimark Raygal contract and stall be provided by others. Trim* Raygal will assume no responsibility for work done by the general contractor or a subcontractor of the garland contractor or any changes made necessary by local codes (including: Binding, Health Depart. ordinonces, Fire Depart, eta) or changes by the owner, architect or any other person outside of Trimark Raygal of h authority to the design. Thus plan becomes void upon such changes and work cannot be completed until the appropriate correction are made by Trimark RaygaL Using this plan is admit- tance that all information on this plain has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors. ambiguities or omis- sions have been reported to Tdmork Raygol for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as o standard Rare shall be provided by the plumber or electrician unless specifically indcated on this plan. 02 ® PROGRESS PRINT 11_30 - ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK ‘54 DESIGNER : TRINARC RAYGAL DRAWN : TRIMAR c RAYGAL CHECKED : TRIMAR K RAYGAL SCALE : 1/4" = 1' -0" JOB NUMBER : 5131 SHEET TITLE CRITICAL. r;IMENSION 1 AN (KITCHEN) SHEET NUMBER ❑ BID SET ❑ CONSTRUCTION SET wit oe w W N < u c O a N � Q W � V W 1 o N M M s r�x -- W 4 H MAR 17 2008 PEhmt I CENTER 4 ■;• r r:ec 7:. s: c�.. ex,;; u r.'.; svn:f+: Y :sl�.Mc:,,u,�_•F;:a•�....c..._. ,.3�.......ca.- _...�..��;, .....tar.:_.,. �:n SYMBOLS CRITICAL FINISHED WALL zzzaamm NON -C t1 USTIBLE WALL PER APPLICABLE CODES s;rn- ..'za�i ....... ... . ...: :�•r- _.:._..mss. _� S: x•55' +w ..^I "�:•'r-'3' - .r --- - EaFirp..- .'_'k I:Sd;a' r, •.y NOTES L GENERAL CONTRACTCR TO 1W1514 AND INSTALL THE FOLLO IM ITEMS AS INDICATED ON 11 iS SHEET UNLESS onetime SPECIFIED: • FINISHED WALLS PER CRITICAL DIMENSIONS MDi..ATED ON THIS SHEET. • SEALED SUILDING WALLS ADJACENT TO FULL PERThETER CF COLD STORAGE ROOMS. • FINISHED CEILING: POTS AND VERTICAL FULLY CLEAR CF OBSTRUCTIONS AT DESIGNATED LOCATIONS. 2. IN THE EVENT CRITICAL DIP NSICNS CN THIS SHEET CONFLICT WITH ARCHITECTURAL DIMENSION PLANS OR ACTUAL CCNDITICNS, G.C. TO NOTIFY ARCHITECT AND KEC. iMSDIATELY FOR RESOLUTION CF DISCREPANCY. 3. ALL DMEN5ICN5 SHCIIN CN THIS SHEET ARE FROM F NISHED WALLS, FLOORS AND /OR EUiLDING GRIDLINES. INCLUDE ALLOWANCE FOR THICIQIESS CF FINISH MATERIALS. 4. GENERAL CONTRACTOR TO FURNISH RE45G'445LE ACCESS TO EQ IIFMENT INSTALLATION AIREAS 1sEGJIRMG CONNECTIONS AND /OR SERVICE ABOVE FINISHED CEILING, IN ACCORDANCE WITH LOCAL CODES AND /OR GOVERMENT AGENCIES HAVINCxISDICTION C1 PROJECT LOCATION. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL PENETRATIONS THR1 CEILINC,S, ROOFS AND WAL L5 FOR DUCTS, ETC. INCLUDIi16 DUCT SHAFT WAPPiNCG, ENCLOSURES, FIRE SEPARATIONS ETC. AS REQUIRED. IN ACCORDANCE WITH LOCAL AND FIRE DEPARTMENT CODES AND /OR GOVERMENT AGENCIES HAVING JJRiSDICTICN OVER PROJECT LOCATION. 6. GENERAL CONTRACTOR SHALL SOUND PROOF COMMON WALLS WHERE NOISE OR VIBRATION PRODUCING EQUIFMENT 16 LOCATED ADJACENT TO DINING AREAS: SEE ARCHITECTURAL PLANS FOR LOCATIONS t ADDITIONAL INFORMATION. r .. MAT ® I I® I I® 1 1 1117;1!1 , I® I I® I I ® I11•11111g1ElliCIM211 I® 1 1 ® I 1 IepM I I r:® I ll i2E12 LINE SEE SHEET K-3. 1. 1 / 1 1'z f I GxcPUm ( rro T I n i - erir� " 4 1/4 3', -113/ 1I ® II m ll193•II 3 -0" r 2'-4 t1 i t ai I ® I I I I I I I I PSI K '' • ./"." t 7 MI I I !II l I mu I, NM \ ` \ 4 \y/ I l m I I® I I rwsr I I 4 (Th J r 1I j r r 'rf h y � f i r' — 7\ \ I I ®(! I® l I® I I um I I I I S r} r I EMI • 1 SIM ® I® e 1,/ 'ter I 1 ii ii MATCH ME SEE I I IBM I III ®t ; w! I ®i I SIM I I I 08 TriMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 --6269 TEL 949 — 474 --1000 FAX 949 -474 -7298 E- NAI1 :0RAWINGSOTRIIARKUSA.00Y This plan and the designs herein ore the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimark Raygal company officer. Any desired deviations to Nis plan must be approved in writing by Trimark Raygal before such work is done. It is the responslluTity of anyone using this plan to read and become familiar with all information shown hereon including any fist of notes. Measurements on this plan are from available information. Trimork Raygal will not assume any responsibtity for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. MI information on this plan fo, the general contractor or the general con- tractor's subcontractors to perforn (plumbing, electrical, curbs, wals, building openings, etc.) am far the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Trimark Raygal. Trimark Raygd of not assure any respan- sibhTity for engineering thereof. M building work thereof shall be by the general contractor inducting all roughing -in and final connections and all runs to equipment and in- cluding all fittings or any other ports materials or labor for such work. If any such work is in Trimark Raygal contact, R will specifically be indicated on this plan' if R is not specifically micated on this plan, it is not a part of Trimark Raygal contract and shall be provided by others. Trimark Raygal will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or only changes made necessary by local codes (indudng: Building, Health Depart ordinances, Fro Depart, etc.) or changes by the owner, architect or any other person outside of Trirnark Raygd with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trimark Raygal. Using this plan is admit- tance that all information on This plan has been examined and compared with other plans (example: architectural plans) and any inconsietenctes, errors. ambiguities or omis- sion have been reported to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No addtional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plu or electrician unless specifically ind'r ate on this plan. PROGRESS PRINT 02 -21 -08 11-30-01 Cgl HEALTH DEPT. PLAN CHECK O BUILDING DEPT. PLAN CHECK O BID SET O CONSTRUCTION SET R tr c, co < 2 u cap), 0 t ±a- a „R kip MAR 1 7 2008 [ER JOB NUMBER : 5131 SHEET TITLE CRITICAL- PIMENSION FLAN 0,INING *05) SHEET NUMBER 3.1 .2 .rrr.:•••:;r; ;..nf?...• .: _. y:_.s., ^ =x. sti:.n;av:s:;:c•,•. .r., .. . - ..r: , ::lr:..:::.�ie. BACIs IN COOLER WALL BY MANFACTURER Mr NW 16 - 5 n 4' -1!' u 11 11 d u n All Are 4 1 1 1 1 ® 1 1 ® I® ® i ll® 1 1 B!! L.. __ _ 'mvvvsaav� \\ i ,r f MAT LIE SEE SHEET K -3. 2. 2 ® I I gem I I m I ® 1 1 ® 1 1 ern 1 1 i 1 1 w® 1 1 ® 1 1 ® 1 1 ® 1 . 1 .. ® . 11 ao 1 1 erse 1 1 1 1 1 1 C I I 1, ® h e (1_4 / il / t ® 1 1 024 1 1 MN 1 I 111511 I /WA 1 1 I A I ma I Y® YB 1 1 ® 1 I I® I TAY I f 101111 11 ME I 1 ® 1 1 r it I J 1 1 AO 1 1 ® 1 1 i re f g , r1 I I r® 1 1 1 1 ® 1 1 Y® I • � 1 1 4. I SIS1 I I® 1 1 ® I;® I I® I WALL BACKING TO EXTEND PRROM TOP OF WINDOW UP +24' --F : r 0 MEI II I \\7 WALL !BACKING TO EXTEND FROM TOP OF WINDOW UP +24' \ 4 � • WALL BACKING / SUPPORT NOTES • ALL REINFORCING WALL BACKING, UNLESS OTHERWISE SPECIFIED. • BACKINrs, BEAM TRUSSES OR OTHER SNORT MEMBERS i COMPONENTS FOR THE SUPPORT OF EX-iAUST 1-100D5 AND OTHER CEILING MOUNTED EQUIFMENT NOTED • FULL MIGHT NON- COMI3USTIEL1= WALLS AT DESIGNATED LOCATIONS PER APPLICABLE CODES. • FRAMED WALL OPENINGS AND LOUT WALL HEIGHT SECTIONS AT DESIGNATED LOCATIONS. • SEALED 13UUDI1 WALLS ADJACENT TO FALL PERIMETER OP COLD STORAGE ROOMS, 5. GINIERAL CONTRACTOR TO PROVIDE AND iNSTALL ALL PENETRATIONS TWO CEU.}4 9, ROOFS AND WALLS FOR DUCTS, ETC. INCLUDING DUCT SHAFT UIRAFFINGS, ENCLOSURES, FIRE SEPARATIONS ETC. AS REQUIRED. IN ACCORDANCE WITH LOCAL AND FIRE DEPARTMENT COPES AND /OR GOVERMENT AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. 6_ GENERAL CONTRACTOR SHALL 5C1AID FR CF carat WALLS WIC No15E OR VIBRATION PRODUCING EQJIF'MI NT 15 LOCATED ADJACENT TO DINING AREAS. SEE ARCHITECTURAL PLANS FOR LOCATIONS 4 ADDITIONAL o"1ATION. WALL BACKING / SUPPORT SYMBOLS GENERA- CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING: ITEMS AS INDICATED ON THIS SHEET UNLESS OTHERU115E SF ClFIED ALL DIMENSIONS SI4OIW ON II-118 SHEET ARE NOM FINISHED. WALLS, FLOORS AND /OR EUILD G GRJDLINES. INCLUDE ALLOWANCE FOR IHICI I ESS aF FINISH MATERIALS. ALL DIMENSIONS SHOWN ON THIS S. ET ARE FROM FINISHED WALLS, FLOORS AND /OR BUILDING GRIDLINEE. INCLUDE ALLOWANCE FOR THICKNESS CF FM MATERIALS. GENIAL CONTRACTOR TO IJIISH RE4SGNABLE ACCESS TO EQUiPMENT INSTALLATION AREAS REQUIRING COtMCTION,S AND /OR SERVICE ABOVE FINISHED OEM, IN ACCORDANCE WITH LOCAL CODES AND /OR GOYERN"IENT AGENCIES HAVING JURISDICTION OF PROJECT LOCATION. Ica. .may. ■ OM WALL BACKING WALL BACKING LEGEND HEIGHT OF BACKING MATERIAL ELEVATION TO THE BOTTOM OF THE BACKING SACKING MATERIAL: B - SOLID BLOCKING M - 16 GA. METAL BACKING W - 5 /8" PLYWOOD BACKING NOTE: 058 IS 1NACCEPTABLE WALL BACKING NOTES ALL WALLBACKING TO BE SECURELY ATTACHED TO STUD/WALL FRAMING. WALLBACKING LENGTHS SHOILN ON WALLBACKING REQUIREMENTS ARE MINIMUM, ALWAYS EXTEND WALLBACKiN G TO HEXi' STUD OVER 114 EACH DIRECTION. ALL WORK SHOW TO SE BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. R E ED FOR CODE COMPLIANCE APPROV 0,?( ? 74,E Cif' Of 4� d E ; STOW Noes ALL WALLBACKING TO BE SESECURELY ATTACHED TO STUD/WALL FRAMING. (17:), WALL SACKING LENGTWS SHOILN ON WALL BACKING REQUiREMENTS ARE MINIi LIT, ALWAYS EXTEND WALL- BACKING TO NEXT STUD OVER IN EACI-1 DIRECTION. O ALL SHOW ORK 5HO TO BE BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED WALL BACKING PLYWOOD SCALE NTS TriMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 - 414 - 1000 FAX 949 - 474 -1298 E- YAIL:DRA�INGS�iRIdARKUSA,COlI This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimark Raygal company officer. My desired deviations to this plan must be approved in waiting by Trimark Raygal before such work is done. It is the responslblity of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are Trim mdiable information. Trsnark Raygal will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm afi information on this plan with the job site. Al information on this plan for The general contractor or the general con— tractor's subcontractors to perform (plumbing, electrical. curbs, walls, build - mg openings, etc.) are for the sole purpose of equipment requirements: reference 13 made to the owner or arehriecturai plans for engineering or listing of item not suppled elifity far Trimork Raygol. Trimark Raygol el engineering em th l work thereof g ~ shall be by the general contractor inducting all roughing—In and final connections and all ins to equipment and in— cluding all fittings ar any other pmts moteriab or Tabor for such work If any such work is in Trimark Raygal contract, it cull specifically be indicated on this parr, if R is not specifically indicated on this plan, Us not a Fart of Trrnark Raygal contract and shall be provided by others. Tnmak Raygal ri assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Balding, Health Depart ordinances, Fire Dared., eta or changes by the miner, arafuitect or any other person • of Trimark Raygal wilts authonly to the do and word design. This be plan becomes void upon such completed ad] the appropriate corrections are mode by Trimark Raygal. Using this plan tance that all information on this plan has been examined and compared with h other plans (example: architectural plans) and any inconsistencies. errors, ambiguities or omis- sions have been reputed to Trimark Renard for mitten corrections before completing bids ar commencing any work hereunder. No additional alowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electicd parts not supplied with the equiprrtent as a standard item shill be provided by the plumber or electrician unless specifically inflcaied on this plan. 02_2i_0S ® PROGRESS PRINT 11 - 30 - 01 ® HEALTH DEPT. PLAN CHECK SHEET NUMBER Cl BUILDING DEPT. PLAN CHECK ❑ BID SET JOB NUMBER : 5131 ❑ CONSTRUCTION SET SHEET TITLE WALL SACKING/ SUPPORT PLAN (K1T .HEN) DC W W Q CC) w ac Q o d N Q W W W H V� 3 0 Imwm M M MAR 17 2008 PEhivii i Cti\i DER DESIGNER : TRiMARIC RAYGAL DRAWN : TRIMARK RAYGAL CHECKED : TRIMARC RAYGAL SCALE : 1/4" = 1' -0" NoT�S WALL BACKING LENGTHS 8HOl1N ON WALL SACKING I�EG2JIR>NTS A1� MINIMUM, ALWAYS EXTEND WAL.L- BACKiNG TO NEXT 5TD OVER N EACH DIfCTION. WALL BACKING S NT5 HEIGHT OF BACKNCs MATERIAL ELEVATION TO THE BOTTOM OF THE Br CK!NG B4CKIt4 MATERIAL: B - 50LID BLOC# JN M - 16 GA METAL BACKING W - 5/S° PLYWOOD BACKING NOTE: 05B IS LNACCEFTABLE WALL BACKING LEGEND WALL BACKING NOTES WALL BACKING / SUPPORT SYMBOLS 0 ALL WALLBACKNG TO BE 5ECUI�ELY ATTACHED TO 51'JPAUALL FRAMING WALLBACKING LENGTHS 5WOUN ON WALLBACKING REQUIREMENTS ARE MINIMUM, ALWAYS EXTEND WALL8ACK1NCx TO NEXT STUD OVER M EACH DII�ECTICN. ALL WO( 5HOWN TO BE BY GENERAL, CONTRACTOR UNLE55 OTHEf�lUI5E NOTED. It MATH u sir 4 E E E L 1 3. 2. 1 1 r-� et I iF��FyyNr� 1 HILL BYi4N�l��.ti� I�t161 N 1 } �7�5 51Fd401 IU/ MILJ_U R( DIlk G. I I rE U I io 7"aIrs M tltOhial'S 51X1 W/ MILLQ DWG3 3 -4 vsf� r r' I r i I j 1 ® 1 � � -. r ; tic .�;,- _ . ,s" I J r 4 ti r r ‚if tr i L 1 r `t 1 f y j� 1 f I : f � r r 'vim II II V t r r r ' r 1 4 r S S 4 �f t r ,. .-S i 5' t W- f // r I 1 S \ 1 wiNpow Up +24' r H WALL TO EXTEP RN TOP o: wI1pow UP +24 DOOi74'L5 _ WALL BACKING I SUPPORT NOTES Trimck R aiid may not be rproduced, changed or used plan must be approved in wffthg by Trimerk Rga! before such wait is done. It is the respc1ty of anyone using this plan to read and become familiar ith all infotmction chon hozuon including any list of notes Measurements on ts Fabiicatrs, c�1tTactc5, otc us this plan are to confirm all lnformallcn on this plan edli the job site. All isfommIcn on Us plan for ths general conhroctc or The general con— trac&s subconfractoi to perform (plumbing. electrical. curbs, alls building openings, etc.) e for the sole pripose of reqdrements; reference is made to the owner or architectural plans for engine&ng or lisng of ons not and final connections and all runs to equipment and in— cluding all fiWngs or wry other ports materials or labor for uch work ft such eork is Ii TrImQiIC Ral contract. It ill scaTi be indicated on this plsn if it is not spealfica1i responsibility for wotl done by the guserol contrccthr or a subconbctor of the general canbctor or ar' changes made necessary by local codes Cealuctng: Eulkfing. Health DepoeL ordhiances, Fire Depart, stc) or changes by the authority to the dealga. lts plan becomes void upon such changes and work cannot be completed until the apprcpdate corecUons are mode by ThmCFIC R'goL Ung this plan Is admit— tance that all informaton on this plan has been xamincd and compared with other plans (exampfe architectumi befo•e completing bids or commenelng any worl hereunder. No odistionol allowance will be made for such work unless ft is agreed before acceptance of bids. Plumbing or electrical porte not supplied with the eqiipment as a standard item alI be provided by the pdurnber or electrician unless specificalb [ncoted on this plan. �2-21-� PROGRESS PRINT II-3�-� HEALTh DEPT. PLAN CHECK O SUIWING DEPT. PLAN CHECK DESIGNER MAR 1 7 2008 JOB NUMBER : 131 SHEEr NUMBER O BID SET O CONSTRUCTION SET CHECKED : TIM( RAYGAL sr...y °= a� :a:.s- :.�,•r:::. . •s.:a a•�..M.�s�rrx�a ;w.swastic.�c i ..... ._.._..._._......._._..� - .. _. 5' -PI G.C. TO EPDXY MOP SINK4 MAT WASH AREA FLOOR TO CEILING. • FEIGN CON E W/ EPDXY FINI 4' HIGH CONCRETE CURB ercc. Bit .1' 1 n"Y WO HE '- 1 "U' —S" L1r -bn 12" R4DRJS DISH AUND FLOOR TYPICAL 11'1 g r!n S" . rnrr MENEM MMMMMW WWI/ ill , . I1 Y a 4MMEME SMOOTH 4 LEVEL FLOOR BY &C. T - 10" 4" HIGH, 6" WIDE CURB By 4' HICK CONCRETE CMS Sr C.C. MINNA ._......1 y ew............ 33' -s" eFtOOTh 4 LEVEL. FLOOR 13Y G,C. 31' -9" eMOOTH 4 LEVEL FLOOR BY GC. 6' I-IIGW CONC NAILER EDGE REINIWIN . 1h -0" FLOOR GRATE MATCH UNE ONNOISEBEEM SLAB / CURB & DEP. CONTRACTOR NOTES GENERAL CONTRACTOR TO MIN AND WN6TALL THE FOLIAW1:43 ITEMS INDICATED ON THIS SHEET UNLESS OTHERWISE SPECIFIED: MEL FLOOR DEPRESSIONS FOR COLA STORAGE ROCMS. FLOOR DEPRESSIONS AND BLOCK OUT6 FOR TROUGH DRAINS, FLOOR PANS AND /OR EGJIPMENT AS NOTED. LEAL FINI51-ED FLOOR SECTIONS AT DESIGNATED LOCATIONS. FLOOR AND WALL SLEEVE/CORE PENETRATIONS calCRETEIMA4ONRY PADS, CURBS AND FLAVORS - ALL TO 13E LEVEL 2. ALL DlMEN61oN5 eHOUN or! THIS SHEET ARE FROM FIONISINED WALLS, FLOORS AND/OR BI1lLDING GRIDLINE6. INCLUDE ALLOWANCE FOR TI S6 aF FINISI•I h1ATE1RIAL6. SLAB / CURB & DEPRESSION SYMBOLS RAISED CONCRETEiT1A60NRY PAD SMOOTH 4 LEVEL FLOOR FLOOR GRATE BY G.C. 3/4" FLOOR PEP1 ESSION BY GC. GENERAL CONTRACTORS TO FURNISH AND INSTALL ALL ROUGH -IN REQUIREMENTS A5 INDICATED BY ALL SYMBOLS ON T1415 PLAN (IANLE55 01- 1ERWISE NOTED) bk: ALL WIC 81401IN TO IBE IBY GC. CONCRETE PAD DETAIL TriM Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 --6269 TEL 949 —474— 1000 FAX 949 -414 - E- NAIL :QRAVINCATRINARRUSA.CON This plan and the designs herein are The sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimark Raygal company officer. Any desired deviations to this plan must be wiling by Trimark Raygal before such work is done. it m responslEty of anyone using this plan to read and become familiar vii h all information shown hereon including any list of notes. Measurements on this plan am from evadable Intonation. Trinunk Raygal wil not assume any responsibility for the accuracy of such information. E bricatars, contractors, etc. using this plan are to confirm all intonation on this plan with the job site. All information on this plan for the general contractor or the general con — tractors subcontrnctars to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to The owner or architectural plans for engineering or listing of :tans not supplied by %nark Reygal. Trimark Rayeal will not vision any respon— sibility for engineering thereof. All bulling work thereof shall be by the general contractor including all roughing —in and final connections and an runs to equipment and in— cludfng all fittings or any other parts materials or labor for such work. If any such work is in Trimark Roygal contract, t wit specifically be indicated on this plan; if it is not specifically indicated on this plan, ft is not o port of Trimark Raygal contract and shall be provided by others. Trimark Raygal will assume no reaporui63Tity for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by load codes (including: Buidmg, Health Depart onto nc€s, Fire Defer, etc.) or chaff by the owner, architect or any other person outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trimark Raygal. Wag this plan is adrmt— tance that an information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reputed to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance vain be made for such work unless R is agreed before acceptance of bids. Plumbing or electrical parts not suppried with the equipment as a standard item shall be provided b' tfge plumber or electrician unless specifically indicated on this plan. 02 - 2I - 08 ® PROGRESS PRINT 11 - 30 - 0 1 ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK ❑ BID SET ❑ CONSTRUCTION SET DESIGNER : _ D 'QE i �, MAR 17 2008 I'1 HMI J CENTER JOB NUMBER : $131 SHEET NUMBER TRIMARK RAYGAL DRAWN : TRIMARK RAYCxAL CHECKED : TRIMARK RAYGAL SCALE : 1/4" : 1' -0" SHEET TITLE 51—A5 / CURS 4 C'EFRESSION PLAN (KITCHEN) /C -3.3.1 ' MAT LNE SEE SHEET Ik -3. 3. 1 -8" 4' 4' HIGH CONCRETE CURB BY G.C. NOTE: CONFIRM CURB LAYOUT FOR TO GO BACK CO WITH MILLWORK SHOP DRAWNG. h' HIGH CONCRETE CURB W/ NAILER EDGE EMBEDDED IN CONCRETE BY G .C. NOTE: CONFIRM CURB LAYOUT W/ MILLWORK SHOP DRAWING. CONCRETE PAD DETAIL I SCALE I NTS ROTE. ALL WORE.64OUN TO 5E sY GC. ® SEE ARCI- IITECTURAL DETAILS FOR CROSS SECTION AND CONSTRUCTION. 0 MUSED !SWING WALL TRCUELEO o COMM PAO LEA CONCRETE PAD DETAIL Q EPDXY FLOOR WI14 COVED EPDXY DA$E BY G.G. o mem OK I SCALE NTS SLAB / CURB & DEP. CONTRACTOR NOTES l GENE''r.AL CONTRACTOR TO FL 4ISH AND INSTALL THE FoLLctlING ITEMS INDICATED ON THIS SHEET UNLESS OTHERWISE SFECFIED: • LML FLOOR Dfi55ION5 FOR COLD 5TOR.4trxl= ROOMS. • FLOOR DEFRESSIDNS AND SOCK OUTS FOR TROUGH DRAINS, FLOOR PANS AND /OR EQUIFM T All NOTED. • LEVEL FNISHED FLOOR SECTIONS AT DESIGNATED LOCATIONS. • FLOOR AND WALL SLEEVE/CORE FeETRATIONS • CONC.IETEIMA5ONR1' PAPS, CUR5S AND PLATFO 15 - ALL TO 8E LEVEL 2. ALL DIMEN51ON5 SHOW ON THIS SHEET ARE Mal FINISHED WALLS, FLOORS ANP/OR EUILDING GRIDLINES. INCLUDE ALLOWANCE FOR THIMESS OF FINISH MATERIALS. SLAB / CURB & DEPRESSION SYMBOLS RAISED CONCRETE/MASONRY PAD SMOOTH t LEVEL FLOOR FLOOR GRATE BY G:G. 3/4" FLOOR DEPRESSION BY G.O. GENERAL CONTRACTORS TO FURNISH AND INSTALL ALL ROUGH -IN REQUIREMENTS AS INDICATE? EY ALL SYMBOLS ON THIS FLAN (UNLESS OTI-ERUJISE NOTED) TriMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6289 T E L 949 - 4 - 1000 FAX 949 - 414 -1298 E- YAIL:URAUHCS @TRIVARKVSA,COY This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whale, without the written permission of a Trimark Rayed compony officer. Any desired deviations to this plan must be approved in waning by Trimark Raygal before such work is done. it is the responetlxilty of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this Oil are from ovoitabk infornatia. Trimark Roygal iii not assume mry responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all Information on this plan with the job site. All information on this plan for the general contractor or the general con— tractor's subcontractors to perform (plumbing, electrical, curbs, waits, bufdurg openings, etc.) are for the sole purpose of equipment requirements reference is made to the owner or arvhitecfurai plans for engineering or listing of items not supped by Trimark Raygal. Trbeork Rayed all not assume any rsapon- sibikty for engineering thereof. NI building work thereof shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— ciudmg all fittings or any other parts materials or labor for such work. If any such work is in Trimark Ro)rgd contract, it will specific* be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Trbrhak Rayed contract and shall be povided by others. Trknork Ronal war assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by kcal codes (indudaux Building. Health Depart ordinances, Fire Depart, etc.) or changes by the Omer, orchrlect or err/ otter person owe of Trimark Rayed with authonfy to the design. This plan becomes void upon such changes and work cannot be completed will the appropriate corrections are made by Trimark Raygal. Using this plan is a - tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or arnis— sans have been reported to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work hudess it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with The equipment as a standard item shall be pia iced__ d_ by the plumber or electrician unless specifically indicated on this plan. 02 - 08 IR PROGRESS PRINT 11_ ® HEALTH DEPT. PLAN CHECK can roan 0:1 '6 SHEET NUMBER O BUILDING DEPT. PLAN CHECK ❑ BID SET ❑ CONSTRUCTION SET • MAR 17 2008 PER IT GEN T E9- DESIGNER : TRIMARK R4YCsAL DRAWN : TRIMARI( RAYGAL CHECKED : TRIMARIC RAYGAL SCALE : 1 /4hh = 1 -0° JOB NUMBER : 5131 SHEET TIME SLAS / CURS OEPRESS I ON PLAN (1, NI I NCB #S) /C -3.3.2 iVivimar4 Ar to r*-, 0 p.94. Y y 1 •.,!--144;40444Aa t r i vy A s* . 0 40 ;Ave ,, 7 :0 4 :41* i Aft ..*,'. `FI47 *V ectroa fir 4 4-1 444 4 •• • •Ait‘ sy 1 -3 MATOlf,1 LIE SEE SHEET K -S. 4. 2 1 INEM91 1 Minn 1 1 Medi 1 I G.C. TO INSTALL EPDXY WATER STOP 'EUMP' IN FLOOR FINISH AT COOLER DOOR. ! / \ i \I~ STANdARD GRIT E:P4* FLOORING BY G.G. TYPICI - 31' -T 4' -3' I. I'-8° L 2' -0' IM *VW* , ift 7 4r4reliV • ' f •- L : •: STANDARD GMT EPO F1 BY at. TYPI STANDARD GRIT EPDXY FLOORING BY G TYPICAL SMOOTH 1I4 EPDX 1 IN FLOOR 'TROUGHS BY G.C. • V ._..rte - T::. <.= =----------- -- v_� ........................�. I l i S' -S' IMES c_a i SMOOTH EPO)4Y IN FLOOR TROUGH ELY G:C. ISEMI { t S'-01r 23 1 1 • 11 t•rd.. 1 2S' -Kit° 1 ® 1 1 11.3=. 1 14'-6° E J LL-3 1/ 11 j 1 11 1 MIMI 1 1 I 1 t -21 3 4I -6' 0,. 6' -10' ff ii 1 T -3' ii 44 €3 - � I I 1 MATCH L SEE_ 1 4 ,,,„" 04 I I 5 r2 • 'r / 2'-P / / // / / la r I. ;11 r 4�tT• ••••••• SYMBOL SMOOTH EPDXY FLOOR BY G:C, SMOOTH EPDXY IN FLOOR TROUGH BY G.C. DIAMOND TOAD CODE COMP APPROV Of - fulcoa r e5 ; 4 4 01 1 .6 eAr TriMark Raygal Foadservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614-6269 TEL 949 - 474 -1000 FAX 949 - 414 -1298 E- VAI1:ORAVINGSOTRINAUUSA.e0Y This plan and The designs herein are the sole property of Trimaric Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimsrk Raygal company officer. Any desinsd deviations to this pan must be approved in vmtig by Tri ark Raygal before such work is done. It is the responsastity of anyone using this plan to read and become feather aril ail information shown hereon including any fist of notes. Measurements on this plan are from available infamratian. Trimark Raygal glib not assume any responsibility for the accuracy of such information. Fabricators. contractors, etc. using this plan are to confirm an information on this plan with the job sfs. M information on this plan for the general contractor or the general con - b ctaes subcontractors to perform (plumbing, electrical, curbs, walls. budding openings, eta) are for the sole purpose of equipment requirements; reference is made t4 the owner or archdechrrol plans for engineering or listing of Rent not s by Trirnwk Raygal. Traaork Raygal hid not assume any rmspon— sdh for engineering thereof. M braiding work thereof shall be by the general contractor including oil roughing —in and fowl connections and all runs to equipment and in— cluding aR fittings or any other parts materials or labor for such work. if my such work is in Trinark Raygal contract, it il@ specifically be indicated on this plan; if it is not specifcagy indicated an this plan, it is not a pmt of Trinark Raygal contract and shall be provided by others. Trimark Raygal will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or arty changes made necessary by local codes (including: Building, HeaRh Depart. ordnance, roe Depart., eta) or changes by the owner, archtect or any other person outside of Tranmk Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections am made by Tri ark Raygat Using this plan is admit— tance that all infomoton an this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No addi onal allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically ndicad on this plan. 02 21 - 08, PROGRESS PRINT I1 30 - 131 ® HEALTH DEPT. PLAN CHECK DESIGNER : JOB NUMBER : 6131 SHEET NUMBER O BUILDING DEPT. PLAN CHECK O BID SET ❑ CONSTRUCTION SET LIAR 17 2008 PEI i TRIMARK RAIYc AL DRAWN : TRIMARK RAYGAL CHECKED : TRINARK RA,YGAL- SCALE : 1 /4" = 1' -0" SHEET TITLE 5MQQTH EPDX`r FLOOR C.®N,ITION PLAN (K1Tc N) SMOOTH H EPDX 1 ON TOP OF CURB 8Y GC. �tt STANDARD GRIT EPO)CT FLOORING SY G.G. TYPICAI- 9MOOTW EPDXY IN FLOOR TROUGH BY Gt. IMO • aalrrl1Ntr SMOOTH EPDXY 4,LANDER EQUIPMENT BY TRANSITION STRIP ;` 1 SEE ARCH. DtUGS. S AMAX) GRIT E PC7 FLOORING BY GC. TYPI SYMBOL MAT . LSE SEE SI-EET -3. 4. 1 I ® I 1 ® I 1 1612111521 MERE z 1 L ® I t SEIZE 1 EI SMOOTH EPDXY IN FLOOR TROUGH EIT GC. 1 MB= 1 SMOOTH EPDXY 1 )i) SMOOTH EPDXY IN FLOOR TROUGH BY G.C. • I I III11•1Stl MATCH LINE SEE hl ® 1 1 111510111151 1 J azucrol T k3. 4. 1 I ® I ) l l� 1 f : F � . 1 4A, CODE. COMPUP APPRO 1.0 CiV Of neMMIELEENSE 0 0 Tr ar Ra ygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 — 414 -1000 FAX 949 - 474 -1298 E- UAIL:ORAUINCSOIRIIIARKVSA.0011 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written pemussuon of a Trim:rk Raygal company officer. My desired deviations to this plan must be approved in writing by Tnnark Raygal before such work is done. It is the responsibItiy of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Temark Raygd will not assure respomsibWWty for the accuracy of such information. F icatars, contactors, etc. using this plan ore to canfirrn di information on this plan with the job site. NI information an this pion for the general contractor or the general con— tractor's subcontractors to perform (plumbing, deckled, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner plans for engineering or 6sting of items not or supp_hal by Trenark aygal. Trsnark Repot who not assume any respom- sibiity for engineering thereof. N! building work thereof shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— ducing all fittings or any other ports materials or labor for such work If any such work is in Tnmark Raygal contract, it will specifically be incticated on this plan; if his not specifically indicated an This plan, fi is not a port of Tnttark Raygal contract and shag be provided by others. Trfrrark Raygal will assume no reaponst'bIIthy for work done by the general conhoctar or a subcontractor of the general contractor or any changes mode necessary by local codes (inclualng: Butidirg, Health Depart. ordinances, Fire Deport etc.) or changes by the owner, architect or any other person outside of Trirrark Raygd wAh authority to the design. This pkm becomes void upon such changes and work cannot be completed unbi the appropriate corrections are made by Trmark Roygd. Using this plan is admit— tance that all infomnation on this plate has been examined and compared wfih other plans (example architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Trenark Roygd for mitten corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician Wets specifically indicated an this plan. �2-2608. ® PROGRESS PRINT I1 30 - 01 ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK ❑ BID SET ❑ CONSTRUCTION SET Egawai coo Can DC W aie N } OD c a 0 0. V Ift" -2 a o N M M MAR 17 2008 D Eh1 l CENTER DESIGNER : TRIMARIC RAT AL DRAWN : TRIMARIC RAYCAL CHECKED : TRIMAIRC R4YGAL SCALE : 1 /4 = 1 -0 JOB NUMBER : 5131 SHEET TITLE SMOOTH EPDXY FLOOR GOND I TI ON PLAN (1; I NI NG #3) SHEET NUMBER /C -3.4.2 EMEMMISel r 1 p r / wienglei wwwww>se 1 -, l 14'-ln PG TO PROVIDE UAL. SLEEVES FOR EVAP -COIL DRAIN LINES. , -- •1 • '0 -8° 6' -3 - INS MfXIMS VALVE lec 1 -10° 10' -11a i J i2' -4 1 ▪ I d'Atrif Le 7 r�— F 1 I -\</N 3' -5a II MATCH LtE S IS ......._.... i. U 4.1 ALL PLUM 51% REQwREhENT5 INDICATED IN THESE PLANS ARE FOR KEG. AND /OR OWt R SUPPLIED EQUIPMENT A5 SHOUN ON KI SERIES EQUIPMENT PLANS AND DESCRIBED IN K2 SERIES EQUIPMENT SCHEMES. RJR TO THE A10HiTEC UR4 PLANS, THE OWNER ENGINEER11 DRAJUINGS, AND 11.E GENERAL CONTRACTOR FOR ANY ADDITIONAL PLUMING REQUIRDIENTS: ALL PLUMBING WORK SHALL COMPLY WIN ALL APPLICABLE CODES AND/CR VITAL AGINCIES HAVING JURISDICTION OVER PROJECT LOCATION. 42 THE SYMBOLS SHOWN WITHIN '11e5E PLANS INDICATE LOCATION AND TYPE cF ROUC 4 MINI /STUB ONLY. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL ALL SUPPLY, RETURN, WASTE, VINE, AND Rim_ LINE PIPING iN ACCORDANCE UIT4 NE FUMING I ItEER'5 DRAWINGS, AND CONFOR1INCx WITH ALL 4FPLiCA5LE CODES AND /OR GOVERIMENTAL AGENCIES 1 1VING JURISDICTION OVER PROJECT LOCATION_ 4.3 PLUMBING CONTRACTOR TO RJR41614 AND INSTALL ALL PL1115Ne SERVICES TO Rota-4-N LOCATION AND PROM ROUGH -N TO EQUIPMENT PONT OF coNecTIoN, IE: HOT WATER, COLD WATER, DIRECT WASTES, SANITARY DRAIN LINES, FLOOR WKS, FLOOR DRAMS, STEAM SUPPLY, STEAM EEiUR NATURAL GA5 P.EL PIPdG, FITTINGS, UNIONS, STRAINERS, GAUGES, CLEAN OUTS, TRAPS, VALVES, STOPS, PRESSURE REGIL4TORS ETC. INCLUDING FINAL EC,iIIPMENT CONNECTIONS AS IEOUIED AND /OR NECESSARY FOR PROPER OPERATION OF RIMMED EQUIF ENT. INSTALLATION SHALL MEET APPLICABLE CODES OR GOVERNMENT AGENCIES HAVING JURISDICTION OR PROJECT LOCATION. 44 KEC SHALL PROVIDE ALL FAUCETS AND SINK WASTE ASSEMBLIES UNLESS aTHERUl51: 5PECIFIED. FUMING CONTRACTOR SHALL INSTALL ALL COMPONENTS AND MAKE FINAL CONNECTIONS. 4.5 ALL HORIZONTAL DIt FOR ROUGH -NS ARE FROM FiNiSHED WALLS AND /OR SUILDNG GRIDLINE TO ClN1ERLlhE 1 fOU A-I -N± LNLESS NOTED OTI- ERUISE WITHIN THESE FLANS, OR N 5UB5EaENt DETAILS. ALL VERTICAL Di11EEN510N5 ARE FIRai FINISHED FLOOR TO CENTERLINE Of= ROUGH -N, AS INDICATED. 4. PLUMBING CONTRACTOR TO REFER TO ARCHITECTURAL FLANS AND /OR THE GENERAL CONTRACTOR TO LOCATE WALLS OR S11W11iRES NOT ERECTED WHICH CONTAIN OR LOCATE ANY ROUGH -iNS SHOWN WITHIN THESE PLANS. 4.1 IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO COORDINATE THE PLACEMENT oR PUMAS ROUGH -NS WITH T1 E MQUIR>=t1ENT$ OF THE OTHER 9UI37RADES. PLUMBNG CONTRACTOR 51-IALL ALSO NOTIFY THE KEC. AND GENERAL CONTRACTOR a ANY DEVIATIONS FROM 11 N THESE FLANS ARISING FROM FIELD CONDITIONS. 4.5 IT IS THE RESPONSIBILITY aF THE GENERAL CONTRACTOR TO VERIFY THE LOCATION of PLUMBING ROUG14-N5 PRIOR TO THE SLAB FENS POUND, WALLS OR CEILINGS CLOSED, OR ANY OTHER WORK SING DONE THAT WOULD IMPEDE VERIFICATION OF THE ACCURATE PLACEMENT OF PLUMBING R2414-IN5, OR COORDINATION OF THE REQWREMITITS aF OTHER 84.113-TRADES, UNLESS O11- ERWISE SPECIFIED. 49 PLUMBING ENGIEER/CCNTRACTOR TO VERIFY ALL nallfREMINTS OF OWNER 1JIISHED EQUIPMENT WITH OUERS SELECTED VENDOR PRIOR TO ROUGHING -N ANY UTILITIES. 0 0 0 0 PLUMBING CONTRACTOR NOTES PLUMBING ROUGH -IN SYMBOLS COLD WATER COLD WATER (FILTERED) HOT WATER (GEE SCHEDULE FoR TEMPERATURE REQUIRED) GAS LINE DIRECT WASTE (WALL) DIRECT WASTE (FLOOR) I=1.00RSINK (12*x12"x8° DEEP WIN 2° WASTE AND 1/2, 3/4 OR FILL GR4TE A5 INDICATED, UNIL.ESS OTHERWISE SFECIFIE PJ FLOOR51t ( (S X&nXS° DEEP WITH 2" WASTE= AND 1R, 3/4 OR FULL GATE AS INDICATED, UNLESS OTHERWISE SPECIFIED.) FLOOR DRAIN AREA DRAIN IN RECESSED FLOOR t'RESSURE REDUCING GAS VALVE MECHANICAL GAS 51-UT OFF VALVE ELECTRIC SOLENOID GA5 NV-OFF VALVE DIRECT CONNECt10N 1 20M RaIGHI -N TO EQUiFh1ENT POINT OF CONNECTION INDIRECT WASTE FROM EQUIFI"1ENT TO FLOORSMi( STEAM SUPPLY STEAM RETURN HOSE WITH QUICEC DISCOMdECT (EI114ER GAS OR WATER) CHILLED WATER SUPPLY CHILLED WATER RFpJRN CONDENSER WATER SUPPLY CONAQ.1SER WATER RETURN PLUMBING NOTES 1. ALL IUALL CLEANOUTS MUST FE EASILY ACCE55113LE. DO NOT INSTALL 13Ei-1IND EQUIPMENT, COORDINATE WIN KEG. 1 TriMark Ray Faadservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 - 4 1 4 - 1000 FAX 949 - 474 -1298 E -YAi :011A1INGSOTRIUMUSA,CQl This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimark Raygol company officer. toy desired deviations to this plan nwst be approved in waling by Trimork Raygal before such work is done. It is the respansibllfy of anyone using this plan to read and become familiar with all information shown hereon including any Est of notes. Measurements on this plan are from avdtable information. Trimark Raygal re not assume any responds—ay for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job she. M information on this plan for the general contractor or the general con— tractor's subcontractors to perform (plumbing, electrical. pubs, walls, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or fisting of items not suppEed by Trimark Rand. Trimark Raygd not assume a7 me ion — slrn for engineering thereof. AR bulling work thereof shad be by the general contractor including at roughing —in and final connections and all runs to equipment and in— ducting all fdtings or any other ports materials or labor for such work H any such work is in remark Roygal contract, it oral specifically be indicated on this plan: if it is not specifically indicated on this plan, it is not a port of Trimark Raygal contract and shall be provided by others. Trimark Raygal all assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes mode necessary by local codes (including: BuikOng, Health Depart. ordinances, Fire Depart, eta) or charges by the owner, architect or any other person outside of Trimok Raygal wih authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trimark RaygaL Using this plan is adrmt— tonce that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reputed to Trmnark Raygal for mitten corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02 - 2I - 08 ® PROGRESS PRINT 11 - 30 - 01 EN HEALTH DEPT. PLAN CHECK O BUILDING DEPT. PLAN CHECK ❑ BID SET n A 0 DESIGNER : MAR 17 2008 G EN 1 ER DRAWN : TRiMAE RA'rr AL CHECKED : TRIMARiC RA1'GAL. SCALE : 1 /4" LI P -0 JOB NUMBER : 5131 ❑ CONSTRUCTION SET SHEET TITLE UN1DEIR6ROUND PLUMDI NG PLAN (KITCHEN) SHEET NUMBER TRIMARIC RAYGAL < — 4.1.1 e�. ��mm ...,,.w......w. Pi =E I) E.C. To WALL r IMMUNE MOWS MC 2) ALL C LION TO SE GC. (W-EN 0116411 SE NOTED). J '.i J'I SECTION SEE DETAIL 'C' 4J ALL PLUMBING REQUIREMENTS INDICATED IN THESE PLANS ARE FOR KEC. AND /OR OMER alma) MIMIC AS SHOW ON KI SERIES EaliRIENT PLUS AND DESCRIBED IN K1 SERIES MIMI SCHEDULES. REFER TO THE ARCHITECTURAL PLANS, THE OWNER, ENGINEEIRING DRAWING, AND THE GENERAL CONTRACTOR FOR MY ADDITION1,4L PLYING REQUIREMENTS. ALL PLUMBING WORK SHALL COMPLY WIN ALL APPLICABLE CODES AND/OR GOVERPENTAL AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. 42 THE SYMBOLS SHOO WITHIN THESE PLANS INDICATE LOCATIOJ AND TYPE OF ROUGH-IN/5M8 ONLY. PLUMING CONTRACTOR TO PROVIDE AND INSTALL AU. SUPPLY, RETURN, WASTE, VO4T, AND FUEL LNEE PIPING IN ACCORDANCE WITH THE PLIIMIBNG EVNEER'S DRAWINGS, AND CCtfORING WITH ALL APPLICABLE CODES AND /OR GOVERNMENTAL AGENCIES HAYING JURISDICTION OVER PROJECT LOCATION. 43 MUSING CONTRACTOR TO FURNISH AND INSTALL ALL PLUI`1ENG SERVICES TO ROUGH -IN LOCATION AND FROM RJ11614-iN TO EQUIPMENT PONT OF CONNECTION, IE: HOT WATER COLD WATER, DIRECT WASTES, SANITARY DRAIN LINES, FLOOR SINKS, FLOOR DRAINS, STEAM SUPPLY, STEAM RETURN, NATURAL GAS FUEL PIPNG, FITTINGS, UNIONS, STRANERS, GAUGES, CLEAN OUTS, TRAPS, VALVES, STOPS, PRESSURE REGULATORS ETC. INCLUDING FINAL EQUIPMENT CONNECTIONS AS iEQiJIRED AND/OR NECESSARY FOR PROPER OPERATION OF FURNISHED EQUIPMENT. INSTALLATION SHALL MEET APPLICABLE CODES OR GOVERMENT ACOICIES HAVING JURISDICTION OF PROJECT LOCATION. 4.4 KEC SHALL PROVIDE ALL FAUCETS AND 5IN , WASTE ASSEMBLIES UNLESS OTHERWISE SPECIFIED. PLUMING CONTRACTOR SHALL INSTALL ALL COMPONENTS AND MAKE FINAL CONNECTIONS. 4B ALL HORIZONTAL DIMENSIONS FOR ROUGH -NS ARE FROM FINISHED WALLS AND /OR BUILDING GRIDLINE TO CENTERLINE OF ROUGH-Ni RE5% NOTED OTHERIpSE WITHIN THESE PLANS, OR IN SUESEQUI =NT DETAILS. ALL VERTICAL DiM N510NS ARE FROM FINISHED FLOOR TO CEyTERLNE OF ROUGH -IN, AS INDICATED. 4.6 FLUMBNG CONTRACTOR TO REFER TO ARCHITECTURAL PLANS AND /OR TFE GENERAL CONTRACTOR TO LOCATE WALLS OR STRUCTURES NOT ERECTED WHICH CONTAIN OR LOCATE ANY ROUGH -INS SHOIIN WITHIN THESE PLANS. 4.1 iT IS THE RESPONSIBILITY OF 114E PLUMBING CONTRACTOR TO COORDINATE THE PLACEMENT OF PLU U I -INS Ufi14 TI REMIREMENTS Of Tl-E OT1.ER SUSS APES_ FLUM5114 =TRACTOR SHALL ALSO NOTIFY THE KEG. AND GENERAL CONTRACTOR OF ANY DEVIATIONS FROM NFORMATION IN THESE PLANS ARISING FROM FIELD CONDITIONS. 41$ IT IS 114E RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE LOCATION OF PLUMBING ROUGH -1140 PRIOR TO TFE SLAB BEiNG POUND, WALLS OR CEILINGS CLOSED, OR ANY OTHER WORK EENG DONE THAT WOULD IMPEDE VERIFICATION CF THE ACCURATE PLACEMENT OF MUSING ROUGH -INS, OR COORDINATiON OF THE REQUIREMENTS OF OTHER SUB - TRADES, UNLESS OTHERWISE SPECIFIED. 43 FUMING ENGINEER/CONTRACTOR TO VERIFY ALL RECUREMENTS OF OtINERIVEN1914ED EGLIIPMENT WiTH Q NER5 SELECTED VQJDOR PRIOR TO ROUGHNG -IN ANY UTILITIES. PLUMBING ROUGH —iN SYMBOLS COLD WATER COLD WATER (FILTERED) HOT WATER (SEE SCHEDULE FOR TEM R4TURE REQUIRED) GAS LINE DIRECT WASTE (WALL) DIRECT WASTE (FLOOR) FLOORSiNK (12ux12°xae DEEP WITH 2e WASTE AND 1R, 3/4 OR RILL GRATE AS INDICATED, UNLESS OTHERWISE SPECIFIED) FLOORSitK (SexSexB" DEEP WITH 2e WASTE AND 1/2, 3/4 OR FULL GRATE AS INDICATED, UNLESS OTHERWISE SPECIFIED.) FLOOR DRAIN AREA DRAIN IN RECESSED FLOOR PRESSURE REDUCING GAS VALVE MECHANICAL GAS SFUT ORIF VALVE ELECTRIC SOLENOID GAS SHUT -OFF VALVE DIRECT CONNECTION FROM ROUGH -IN TO EQUIPMENT POINT OF CCN NECTICN INDIRECT WASTE FTdCM EallFterr FLOORSINK STEAM SUPPLY STEAM RET1JR 4 1406E WITH QUICK DISCONNECT (EITHER GAS OR WATER) CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN I. ALL WALL CLEANOUTS MUST BE EASILY ACCESSIBLE. PO NOT INSTALL BEHIND EQUIPMENT, COORDINATE WITH KEC. SCALE Ni'S PLUMBING CONTRACTOR NOTES TriMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E l 949 - 474 - 1000 FAX 949 -474 -7298 E- 1IAIL:ORANINOS @TRINARKUSA.CO11 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trinnark Raygal company officer. Pry desired deviations to this plan must be approved in irking by Trimwtk Rsygal before such work is done. it is the of anyone using this plan to read and become familiar all information shown hereon indudig any list of notes. Measurements on this plan are from available information. Trimark Raygal will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using This plan are to confirm all information on this plan eh the job site. AA information an this plan for the general cordroctor or the general con— tractors subcontractors to perform (plumbing, electrical, curbs, walls, building openings. etc.) are for the sole purpose of equipment requirements, reference is made to the owner or architectural plans for engineering or listing of items not supplied by Trimark Raygd. Trimark Raygal will not assume any respon— aoAlty for engineering thereof. All bullring work thereof shad be by the general contractor including all roughing —in and final connections and all runs to equipment and in— coding all fittings or any other parts materials or labor for such work If any such work is in Trimark Raygal contract, it all specifically be indicated on this plan if it is not specifically indicated an this plan, it is not a part of Trimark Raygal contract and shall be provided by others. Trimark Raygal will assume no responslilty for work done by the general contractor or a changes subcontractor of the general made necessary by local codes (including: any ding Health Depart ordinances, Fire Depart., etc.) or changes by the owner. architect or any other person outside of Trimark Raygd wilt authority to the design. This plan becomes void upon such changes and work cannot be completed with the appropriate corrections are made by Trimark Raygal. tlsng this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Trimark Raygd for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not suppled with the equipment as a standard item shad be provided by the plumber or electrician unless specifically specffically indicated on this plan. 02 - 21 - 08, ® PROGRESS PRINT 11 - - ® HEALTH DEPT. PLAN CHECK c) O ❑ BID SET MAR 17 2008 PER s CENTER DESIGNER : TRIR1AR , RAYGAL DRAWN : TRIMARK. RAYGAL CHECKED : T IMARK RAYGAL SCALE : 1/4" = 1' -0" JOB NUMBER : 5131 ❑ BUILDING DEPT. PLAN CHECK ❑ CONSTRUCTION SET SHEET TITLE UNDERGROUND PLUMBING PLAN (r) INING #5) SHEET NUMBER DC W W N CO ✓ 3 °O Q pa d N Q W LU W � � 0 N M M K 47 11 -a: 0 { F' 1 1 1 11' -2" 4 1 j 4 1 n3LES" ® 41, n j ® 1 1 8 13 -4" i —f- -[- 11 f •r 1 4. j .,. s. s_ a�. �:_ �::: xs�-- ��-::,•: ��;�..r�_,- .:�:�:::::�,•ra,,. s:;.- �c�- �ssr- �.u�.r ^Bar MATCH S L 1 r! 1 rr I I ii ii I.1 i ° 4 4 .1, 2 N S 4.1 ALL FLt11'181NG REQUIREMENTS INDICATED IN THESE FLANS ARE FOR KE.C. AND /OR OILNER SUPPLIED EQUII 'ENT AS S140II.■ ON K1 SERES EQUIPMENT PLANS AND DESCRI3F_D IN K2 SERIES EQUIPMENT SCHEDULES. REFER TO THE ARCHITECTI4L FLANS, THE OIINER ENGNEERING PRAMS, AND THE GENERAL CONTRACTOR FOR ANY ADDITIONAL FUMING REQUIREMENTS_ All PLUMBNS WOW SHALL COMPLY WITH ALL AMICABLE CODES AND /OR GOVERNMENTAL AGENCIES HAVNG JURISDICTION OVER PROJECT LOCATION. 42 THE SYMBOLS 51-101IN WI1"NIN THESE PLANS INDICATE LOCATION AND TYPE OF ROUGH-IN/MB ONLY. PLL1°1BNG CONTRACTOR TO PROVIDE AND INSTALL ALL SUPPLY, iE1'J 4, WASTE, VENT, AND FUEL LINE PIPINGS IN ACCORDANCE WITH THE PLUM5MG ENGINEER'S DRAWINGS, AND CONFORMING WITH ALL APPLICABLE CODES AND /OR GOVERN 1a4TAL AGENCIES HAVING JURISDICTION OVER f ROJECT LOCATION. 43 FUSING CONTRACTOR TO WISH AND INSTALL. ALL FLUMBNG SERVICES TO ROUGH -IN LOCATION AND MOM ROUGH -IN TO ECIUIPM5NT POINT OF COtlNECTION, IE: HOT WATER, COLD WATER, DIRECT WASTES, SANITARY DRAIN LINES, FLOOR SIN<5, FLOOR DRAINS, STEAM SUPPLY, STEAM REAM, NATURAL GAS FUEL PIPING, F1TTJNGS, INIONG, STRAINERS, GAUGES, CLEAN OUTS, TRAPS, VALVES, STOPS, PRESSURE REGULATORS ETC. MUM FINAL EQUIPMENT CONNECTIONS AS REQUIRED AND /OR NECESSARY FOR PROPER OPERATION CF FURMISEED EQUIPMENT. NSTALLATION SHALL MEET APPLICABLE CODES OR GOVERNMENT ACaCIE5 HAVING JURISDICTION OF PROJECT LOCATION. 4.4 KEC SHALL FROVIDE ALL FAUCETS AND SING WASTE AscetauEs UNLESS OTT - Rt 5E SPECIFIED. FLU 15MG CONTRACTOR SHALL INSTALL ALL COMPONENTS AND MAKE FINAL CONNECTIONS. 45 ALL I- IORIZONTAL DIMENSIONS FOR ROUGH -INS ARE FROM FMISI -EP WALLS AND /OR EUILDMG GRIDLNE TO CENTERLINE OF ROIIG1 -I -1N± UNLESS NOTED OTi VISE WTHN THESE PLANS, OR IN SUBSEQUENT DETAILS. ALL VERTICAL DIMENSIONS ARE FROM FNISHED FLOOR TO CENTERLINE OF R iii -i-N, A5 INDICATED. 4.6 PLUMBING CONTRACTOR TO REFER TO ARCHITECTURAL FLANS AND /OR 11.E GENERAL CONTRACTOR TO LOCATE WALLS OR snags NOT ERECTED WHICH CONTAIN OR LOCATE MY ROUGH( -INS SHC<LN WTI-IN THESE FLANS. 41 IT IS THE RESPONSIBILITY OF THE FLUTING CONTRACTOR TO COORDINATE THE PLACEMENT OF PLUMBING ROUGH -NS UN THE REQUIREMENTS OP TEE OTHER SUBTRADES. PLUMBING CONTRACTOR 514AL1 ALSO NOTIFY THE KEC. AND GENERAL CONTRACTOR CF ANY DEVIATIONS FROM INFORMATION IN 11-LESE PLANS ARISING FROM FIELD CONDITIONS. 43 IT I5 THE 1;ESPONSI5ILITY CF 114E GENERAL CONTRACTOR TO VERIFY THE LOCATION OF FUMING ROUGE 1 -INS PRIOR TO THE SEAS BEING POURED, WALLS OR cEILMC5 CLOSED, OR ANY OTHER WORK BEING DONE THAT WOULD IMPEDE VERIFICATION OF THE ACCURATE PLACEMENT OF FUTM5MG ROUGH -MS, OR COORDINATION OF T14E REQU1RETENTS OF OTaER 5115 TRADES, UNLESS OTFEME 5PECIFIEP. 49 PLLMINNIG ENGINEER/CONTRACTOR TO VERIFY ALL REQUIREMENTS OF OUNER FURNISHED EQLJIPPINT WITH GOERS SELECTED VENDOR PRIOR TO ROUGHING -N ANY UTILITIES. ®-I COLD WATER rill F COLD WATER (FILTERED) O 0 0 m PLUMBING CONTRACTOR NOTES PLUMBING ROUGH-IN SYMBOLS HOT WATER (SEE SCHEDULE FOR TEMPERATURE REQUIRED) GAS LINE DIRECT WASTE (WALL) DIRECT WASTE (FLOOR) FLOORSINK (12 °x12°x8° DEEP WTH 2' WASTE AND 112, 3/4 OR FULL GRATE AS INDICATED, UNLESS O7!- ERUASE SPECIFIED) FLOO1 SINK (656"x8° DEEP WITH r WASTE AND 1/2, 3/4 OR BULL GRATE AS NDICATED, UNLESS OTWE VISE SPECIFIED.) FLOOR DRAIN AREA BRAN IN RECESSED FLOOR PRESSURE REDUCING GAS VALVE MECHANICAL GAS SHUT OFF VALVE ELECTRIC SOLENOID GAS 51-LIT-OFF VALVE DIRECT CONNECTION FROM ROUGH -IN TO EQUIPMENT POINT GF CONNECTION INDIRECT WASTE ?RCM EQJIP1t 41 TO FLOORSINc STEAM SUPPLY STEAM RETURN HOSE WITH G2IICK DISCONNECT (EITHER GAS OR WATER) CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER STIFFLY CONDENSER WATER RETURN PLUMBING NOTES 1. ALL UJALL CLEANOUTS MUST BE EASILY ACCESSIBLE. DO NOT INSTALL BEHIND EQUIPMENT, COORDINATE UJITH KEC. Osb 6/4-43 TriMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 -474 -1000 FAX 949 - 414 -1298 E- TAIL :9RA1INGSOTRIIIAR I1SA,COi1 This plan and the designs herein are the sole properly of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimark Raygal company officer. My desired deviations to this plan must be approved in writing by Trimark Raygal before such work is done. It is the respansiblITy of anyone using this plan to read and become familiar with all information shown hereon including any fist of notes. Measurements on this plan are from available information. Trim* Rand di not assume ars/ responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. MI information ,on this plan for the general cor,tractor or the general con— tractor's subcontractors to perform (plumbing, electrical, curbs, walls, binding openings, etc.) are for the sole purpose of equipment requirements: reference is made to the owner or architectural plans for engineering or listing of items not supplied by Trirrark Raygal. T Rand wro not assume arty respm- sb@ly for engineering thereof. M building work thereof shall be by the general contmctar including all roughing —in and final connections and all runs to equipment and in— dudmg all fittings or any other parts materials or labor for Bush work If any such work is in Trimark Raygal contract, It will specifically be inclicated Warted on plan; on thi pion, it isnot a par of T is rimark Raygul contract and shall be provided by others. Trinark Raygal wig assume no responslmlity for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Binding, Health Depart ordinances. Free Depart, etc.) or changes by the owner, archfect or any other person outside of Trimark Raygal unit authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trimerk Raygal. Using this plan is admit— tance that all infartnatian on this plan has been examined and compared with other plans (example: architectural plans) and a7 irrantsistenaes, errors, ambiguities or omis— sions have been reported to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless R is agreed before a of bids. Plumbing or electrical parts not supplied with heequipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02-21-08 ® PROGRESS PRINT II -3f -A 1 coo riNiun DESIGNER : JOB NUMBER : 5131 SHEET NUMBER HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK ❑ BID SET ❑ CONSTRUCTION SET d' C.✓ W N W � � le o d N � Q l Liu Z LI III 1 W 5 is 0 N M M MAR 17 2008 R 1i ;Ni; I CEN FER TRIMARK RAYCAL DRAWN : TRIMARK RAYGAL CHECKED : TRIMARIC R4 AL SCALE : 1/4" _ 1' -0" SHEET TITLE UNVERGROUNP 1 1-UM5I NG PLAN AEA LOOS PRA1N5 /< -4.1.3 3/4" INBiLA MAT LNE SEE SHEET K - 4.2. 2 — 1=0 — TO DIef6 ACHNE PC TO RN PIPIIZ INSIDE WAIL I' -2° 1j - ouffir4• I F.C. TOIL -fL I I/2' 14 4 C WATER FER SCHEDULE WATER 51411-01+ VALVE if . .__ . T . .. P -3" 3'-6' 3' -3" 1' -2" P.C. TO INSTALL M1XNG ED BY KEC I' Oil LINE IUD TO 6 225 (KEIlLE,) YESSEL PLUMBING CONTRACTOR NOTES 4.1 ALL PLUMBING REQUIREMENTS INDICATED IN 11.SE PLANS AM FOR MC. AND /OR O L R SUPPLIED EQLIIIENT AS 614011 ON Kl SERIE5 EQLIIFt 1E4T PLANS AND DESCRIBE) IN K2 SERIES EQJIFt ENT 5C$DULES. REFER TO TI•E ARCHITECTURAL PLANS, THE CWNER, pNsINEERINCs DRAWINGS, AND THE ORAL CCNTR4CTOR FOR ANT ADDITIONAL PL1lf`t$►NG 1EQUIRMENT5. ALL PLUMBItkx WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND /OR GOYE I1ENTAL AGENCIES I4AvING JURISDICTION OVER PROJECT LOCATION. 42 114E SYMBOLS SHOWN WITHIN THESE PLANS INDICATE LOCATION MD TYPE OF R CUGH- IN/STUB ONLT. FUMING CONTRACTOR TO PROVIDE AND INSTALL ALL SUPPLY, RETURN, WASTE, VENT, AND FUEL. L r PPM IN ACCOMANGE WITH 114E PLUMBff( ENGINEER'S DRAMS, 5, AND C 1NG WITH ALL APPLICABLE CODES AND /OR COVER'1MENTAL AC1ENCIES I44VING JURISDICTION OVER PROJECT LOCATION. 43 PLUMBING CONTRACTOR TO PJ 1ISH AND INSTALL ALL PLUMBING SERVICES TO ROUGH -IN LOCATION AND PRal RCUGI4-IN TO EQUIPMENT POINT OF CONNECTION, IE: HOT WATER, COLD WATER, DIRECT WASTES, SANITARY DRAIN LINES, FLOOR 514(5, FLOOR DRAMS, STEAM SUPPLY, STEAM RE1 & NATURAL GA5 FUEL PIPING, FITTINGS, UNIONS, STRAINERS, GAUGES, CLEAN OUTS, TRAPS, VALVES, STOPS, PRESSURE REGULATORS ETC. NCLUDI1 FINAL EQUIPMENT comecnctis A5 REQUIRED AND /OR NECESSARY FOR PROPER OPERATION OF FUR NISI-ED EQUIPMENT. INSTALLATION SHALL MEEt APPLICABLE CODES OR GOVE6 1B1T AGENCIES HAVING JURISDICTICN OF PROJECT LOCATION. 4.4 KEG SHALL PROVIDE ALL FAUCETS AND &RK WASTE ASSEMBLIES LNLESS OTHRRUME SPECIFIED. PLUMBING CONTRACTOR SHALL INSTALL ALL STS AND MAKE FINAL COM+IECTIONS. 43 ALL HORIZONTAL DIMENSIONS FOR ROUGH -INS ARE FROM FINISHED WALLS AND /OR BUILDING GRIDLINE TO CENTERLINE OF ROUGH -Nt UNLESS NOTED OTHERUISE WIT141N THESE FLANS, OR N SUBSEQUENT DETAILS. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLNE OF ROUGH-1N, AS INDICATED. 46 PLUMBING CONTRACTOR TO REFER TO ARCHITECTURAL FLANS AND /OR 11-E GENERAL CONTRACTOR TO LOCATE WALLS OR STRUCTURES NOT ERECTED WHICH COWAN OR LOCATE ANY R30(1GW -INS 514011N WINN THESE PLANS. 41 IT 15 THE RESPONSIBILITY OF THE PLUM1311 CONTRACTOR 10 COORDINATE THE FLACEMENT OF PLUMBNG ROUGH -INS WITH THE Mamma OF THE OTHER SUBTRADES. PLUMBING CONTRACTOR SHALL ALSO NOTIFY THE KEG. AND GENERAL CONTRACTOR OF ANT PE '14TION5 FROM INFORS1ATtCN IN TI-ESE FLANS ARISING FROM FIELD CONDITIONS. 43 IT 15 THE RE5PON&IBILITY OF 114E GENERAL CONTRACTOR TO VERIFY THE LOCATION OF FUSSING ROUGH -INS KM TO THE SLAB BENC POURED, WALLS OR CEILINGS CLOSED, OR ANT OTHER WORK BENG DONE 114AT WOULD IMFEDE VERIFICATION OF THE ACCURATE PLACD]15It OF PLUMBING ROUGH -NS, OR COORDINATION OF 114E RQUIREMEN T6 OF OTHER SUB- TRADES, UNLESS O114ERLLJt5 SPECIFIED. 43 PLUMBING ENGINEER/CONTRACTOR TO VERIFY ALL REQUIREMENTS OF OILNER F11r1151 -eD EQUIPMENT U11T14 GLl1ER5 SELECTED VENDOR PRIOR TO RaOUGHING -N ANY UTILITIES. 0 8 LA; FLOOR DRAIN 0 O �I STEAM SUPPLY 0 PLUMBING ROUGH -IN SYMBOLS COLD WATER COLD WATER (FILTERED) HOT WATER (SEE SCHEDULE FOR TEMPERATURE REQUIRED) GAS LINE DIRECT WASTE (WALL) DIRECT WASTE (FLOOR) FLOOR SINK (12 DEEP W1114 2" WASTE AND 1/2, 314 OR FULL GRATE AS INDICATED, UNLESS OTHERWISE SPECIFIED.) FLOOR5INC (S "xS°xS° DEEP WITH 2° WASTE AND In, 3/4 OR FULL GRATE AS INDICATED, UNLESS OTHERWISE SPECIFIED.) AREA DRAIN IN RECESSED FLOOR PFZSSURE REDUCING GA5 VALVE MECHANICAL GA5 SHUT OFF VALVE ELECTRIC SOLENOID [SAS SKIT - OFF VALVE DIRECT C NECTICN FIRGM ROUGH -IN TO EQUIPMENT POINT CAF CORECTION INDIRECT WASTE FROM EQUIPMENT TO FLOOR.SINK STEAM RETUR4 HOSE WITH QUICK DISCON 'IECT (EITHER GAS OR WATER) CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY ❑ CONDENSER WATER RETURN PLUMBING NOTES I. ALL WALL CLEANOUTS MUST SE EASILY ACCESSIBLE. DD NOT INSTALL BEHIND EQUIPMENT, COORDINATE WITH KEC. izevIe P OOVE D OM 0.1000 ' 31 1.V: TriMark Raygal Foodsenrice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 — 474 --1000 FAX 949 - 414 --7298 [- YAIL:DRAwINCSOTRIUARKVSA,COY This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimark Raygal company officer. My desired deviafians to this plan must be approved in writing by Trimark Raygal before such work is done. It is the respcn3i ty of anyone mina this plan to read and become fandliar with all information shown hereon including any fist of notes. Measurements on this plan are from available information. Trimark Raygal wall not assume any responsit7dy for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job cite. AJI information on this plan for the general contractor or the general con— tractor's subcontractors to perform (plumbing, electrical, curbs, walls, buildmg openings, eta) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied for R engineering Tu R M ygot if building not come thereof Aon- sibility shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for such work. If any such work is in Trimark Raygol contract, it wh71 specifically be indicated an this plan; if it is not speafically indicated on this plan, t is not a part of Tier crk Raygal contract and shall be !raided by others. Trimark Rand wit assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Ere Depart, eta) or changes ty the owner, architect cc any other person out ide of Trimark Rand wail authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections am made by Trimark Raygd. Using this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: arohitnctural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Trimark Raygal fcr written corrections before completing bids or commencing any work hereunder. No additional allowance wil be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indkoted an this plan. 02 -21 -08 1l PROGRESS PRINT 11 -30 -01 ® HEALTH DEFT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK ❑ BID SET ❑ CONSTRUCTION SET JOB NUMBER : 5131 SHEET TITLE PLUMBING PLAN (KITCHEN) SHEET NUMBER '1- DC W to R W < CdiN) i miffm Q< 0 W 9 z3 5 W is � 0 tin ‘..c) 7 V MAR 17 2008 PEFi:aii i CENTER DESIGNER : TRIMAR~;JC RAYGAL DRAWN : TRIMARt( RR+AYGAL CHECKED : TRINARR( RAYGAL SCALE : 1/4" - 1' -0" 4.2.1 PACE a NALL 2" Ek4CKSPL.AN4 PLAN VIEW SECTION VI €W COUNTER TOP E SCI-I319ATIC I 5 G E ITEM q30 EaIIIRe r STAN, INTO MONO FCR vAf"dale ESRACE REPS WATER SOFTER / FLTER HOT WATER I-EATER SCHEMATIC ARto ElaDris FOR ROT WATER FfXTIIPEG 11/2' RILL PORT BALL vALvE sr PSG e, PM MIN PANEL SY WALK-11.4 BOX MANPACTUFER * 0 41/ RELIEF PIN Lie To APPRovED PECEFWV. 0 MN aY P.C. * 03 TOVERATiNE / FROMM CIA JGE 0 shoat :mama BT P.C. * 0 FROM REDLWCINO VANE 0 GATE YAI.YE sr P+c. 0 DRAM VALVE m P.C. APPROVED OR PLUMBING NOTES 1<ff :- .. ... .Ai.EY9.>1:Y1/,CMfeleadtre7ffeW Terre' W.. —:• W::-::::::: - :::: ---::- _ _ . err : f 1i I I I I MAT WE SEE SHEET II-1. 1 I w NesEemssesisssieb 1 WATER COPT CTtOM @sm COOLER I S C A L E ITEM #212 SCHEMATIC His 0 ., � , / ,�' i t ,ice, r x 4 C COMPLIPMCE- APPIXO vE I to 2 7V.0 ELECTRIC BOOSTER HEATER - RANG SCFBAATIC 1scALE I NTS 4.1 ALL FUMING REQIJIREMINT5 INDICATED IN THESE FLANS ARE FOR KEL. AND /OR CANER SUPPLIED EQUIPMENT AS SHOtLN ON KJ SERIES EQUIPMENT PLANS AND DESCRIBED IN K2 SERIES EQUIR1 4T SCHEDULES. REFER TO TIC ARCHITECTURAL PLANS, THE OIINER, ENGININEERING PRONGS, AND 114E GENERAL CONTRACTOR FOR ANY ADDITIONAL. PLUMING REC1IREMENT5. ALL FUMING WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND/OR GOVER1"ENTAL AGENCIES HAYING JURISDICTION OVER PROJECT LOCATION. 4.2 THE SYh13oLG WHOIIN WITHIN T1 SE FLANS INDICATE LOCATION AND TYPE OF ROUGH- IN/STUIB ONLY. PLt2 NG CONTRACTOR TO PROVIDE AND INSTALL ALL SUPPLY, RETURN, WASTE, AND KIEL LINE PIPING IN ACCORDANCE WRT1H TIE PLUMBING ENGINEER'S DR I.UN S AND CONFORMING WITH ALL APPLICABLE CODES AND /OR GOvERMENTAL AGENCIES HAYING JURISDICTION OVER PROJECT LOCATION. 43 PLUMEM CONTRACTOR TO FURNISH AND INSTALL ALL PLUMBING SERVICES TO ROUGH -IN LOCATION AND FROM ROW$ -N TO EQUIPMENT POINT CF CONNECTION, IE H0T WATER, COLD WATER DIRECT WASTES, SANITARY DRAN LINES, FLOOR SINKS, FLOOR DRAINS, STEAM SUPPLY, STEAM REM!, NATURAL GAS FUEL PIPNa, FITTINGS, UNIONS, STRAINERS, GAUGES, CLEAN OUTS, TRAPS, VALVES, STOPS, PRESSURE REGILATOR6 ETC. INCLUDING FINAL )~QIIIFMENT CONNECTIONS AS REQUIRED AND/OR NECESSARY FOR PROPER OPERATION OP RIR41514ED EQUIPMENT. INSTALLATION 514ALL MEET APPLICABLE COPES OR GOVERMENT AGENCIES HAYING JURISDICTION OF PROJECT LOCATION. 4.4 KEG SHALL PROVIDE ALL FAUCETS AND SINK WASTE ASSEMBLIES UNLESS OTHERWISE SPECIFIED. PLUMBING CONTRACTOR SHALL INSTALL ALL COMPONENTS AND MAKE FINAL CORCTIONS. 45 ALL HORIZGNTAL DMISIONS FOR ROUGH -INS ARE FROM FINISHED WALLS AND /OR BUILDING GRIDLNE TO CENTERLNE CP ROtJCs14 -Nt UNLESS NOTED OTHERWISE WITHIN THESE PLANS, OR N SUBSEQUENT DETAILS. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CDITERLINE OF ROUC14-IN, A5 INDICATED. 46 FLLMBNG CONTRACTOR TO REFER TO ARCHITECTURAL PLANS AND /OR THE GENERAL CONTRACTOR TO LOCATE WALLS OR STRUCTURES NOT ERECTED WHICH CONTAIN OR LOCATE ANY ROUGH -IN5 SHOW LIIITHN THESE FLANS. 4.1 IT IS THE RESPONSIBILITY OF THE PLU CONTRACTOR TO COORDINATE THE PLACEMENT OF PLUMBING R264 -N5 WITH THE QUIRMETITS OP THE OTI-ER SUBTRADES. PLUMING CONTRACTOR SHALL ALSO NATLFY THE KE.C_ AND GI ERAL CONTRACTOR OF ANY DEVIATIONS ROM INFORd"1ATIGN IN THESE FLANS ARISING FROM FIELD CG 4PITIONS. 48 IT I5 THE RESPONSIBILITY G1 TNT= ORAL CONTRACTOR TO YERIFt" THE LOCATION OF F1 LPI6NG ROUGH -NS PRIOR TO THE SLAB BEING POURED, WALLS OR CEILINGS CLOSED, OR ANY OTHER WORT BENG PONE THAT WOULD IMPEDE VERIFICATION OP THE ACCURATE PLACEMENT CP FL111BING ROUGH-INS, OR COORDINATION OF THE REQUIREMENTS OF OTHER SUB - TRADES, UNLESS OTHERWISE SPECIFIED. 49 FUMING ENGNEER/CONTRACTOR TO VERIFY ALL REGUIRMENTS OP CANER FURNISHED EQUIPMENT WITH OIWERS SELECTED VENDOR PRIOR TO ROUGHING -IN ANY UTILITIES. F c 0 • I� O 0 PLUMBING CONTRACTOR NOTES PLUMBING ROUGH -IN SYMBOLS PLAN SCION COLD WATER COLD WATER (FILTERED) HOT WATER (SEE 5C1-1=RULE FOR TEMPERATURE REQUIRED) GAS LINE DIRECT WASTE (WALL.) DIRECT WASTE (FLOOR) FLOORSINK (I2°x125:8° DEEP WITH 2° WASTE AND 1/2, 3/4 OR FULL GRATE AS INDICATED, UNLESS OTHERWISE SPECFIE D) FLOOR SNIC (Sux8 °x8" DEEP WITH 2° WASTE AND 1/1, 3/4 OR RILL ORATE AS INDICATED. UNLESS OTI$R LSE 5FECIFIED) FLOOR DRAIN AREA DRAIN M RECESSED FLOOR PMSEURE REDUCING GAS VALVE I CHANICAL GAS 81-RIT OPP VALVE ELECTRIC SOLENOID GAS SHUT -GFP VALVE DIRECT CONNECTION FROM ROUGH -IN To EQUIPMENT POINT OP CONNECTION INDIRECT WASTE PROM EQUIPMENT TO FLOORSINI( STEAM SUPPLY STEAM RETURN HOSE WITH QUICK DISCONNECT (>=IT .TER GA5 OR WATER) CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN 1. ALL WALL CLEANOUTS MUST BE EASILY ACCESSIBLE. DO NOT INSTALL BEHIND EQUIPMENT, COORDINATE WITH KEC. UTILITY MET OFFSET '`�— tttLttT aft a= NALL MUTT MET ! 1 •1 FACE CF P.lIl9.DPiG WALL QLI K DISCOUECT SCI-EMATIC E QUcK DI8Cc! ECt 14CEE ABLY 11114 ta.To 5 AM 641T-aFF VAL1e3 PROVIDE, EX ICS WALLED SY Pc tam WALL 15ACKING PLAN FOR 5A01143 LCCA1I@1 R ESTRAWWG DOLE SY KEG SCALE I 1 NTS Minas T riMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614-6269 T E L 949 — 474 — 1000 FAX 949- 474 -1298 E- 11AILARAMINGSCRIIIMI1SA.CO11 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced. changed or used by anyone, in part or whole, without the written p of a Trimark Raygal company officer desired dC at to o this plan must be approved in writing b Rayol before such work is done. It is the responsiaty of anyone using this plan to read and become famgiar with all information shown hereon including arty fist of notes. Measurements on this plan are from available information. Trimark Raygal wlit not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information an this plan with the Job sits. MI information on this plan for the general contractor or the general con- - tractor's subcontractors to perform (plumbing, electrical, curbs, walls. building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Trimark Repel. Trimark Raygd iI not assume any respon– sibility for engineering thereof. M building work thereof shall be by the general contractor including all roughing –in and final connections and all runs to equipment and in– cluding all fittings or any other parts materials or labor for such work. If any such work is in Trimark Reygol contract, it wfll specifically be indicated on this plan; if it is not specifically indicated an this plan, it is not a part of Trimark Raygal contract curd shall be provided by others. Trimark Raygal wil assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building. Health Depart. orcllnances, Fire Depart., eta) or changes by the owner, arohibect cur any other person outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate comedians are made by Trknark RaygaL Using this plan is admit– tance that all information an this plop has been examined and =moored with other plans (example: arthllectural plans) and any inaonaistencios, aisle, ambiguities or omis– sions have been reported to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the phs or electrician unless speafioally indicated on this plan. PROGRESS PRINT 02 -21 -0& 11 -30 -01 ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEFT. PLAN CHECK ❑ BID SET MAR 17 2008 PER via T CENTEF. DESIGNER : TRIMARK RAY ,4L. DRAWN : TRIMARIC RAYCxAL- CHECKED : TRIMARIC RAYCAL SCALE : 1/4" 7 . 1 - 0 ° JOB NUMBER : 5131 ❑ CONSTRUCTION SET SHEET TITLE PL.UM5I NG PLAN (PINING #B) SHEET NUMBER < — 4. 2.2 INV NOTE: E .C. TO TERMINATE ALL RG -b, 115,2, 22/2 CA5LE8 IN AN CL=SET NOTE: PHONE BOARD 4 ALARM PANEL LOCATION. E.G. TO TE1INATE ALL CAT -5 CABLE AT PR -LONE BOARD. REVIEWED FOR DE COMPUANCE APPROVED t R 7c,1* II�I� ELECTRICAL CONTRACTOR NOTES 5e. ALL ELECTRICAL REQUIREMENTS TS INDIC4TED IN THESE PLANS ARE FOR KEC. AND /OR OWNER SUPPLIED EQUIPMENT AS SHORN ON KI SERIES EC/)1F'h(ENT PLANS AND DESCRIBED IN K2 SERIES EQUIPMENT SGFEDULE5 REFER TO THE ARCHITECTURAL PLANS, THE OVER HER, ENGINEERING DRAWINGS, AND THE GENERAL CONTRACTOR FOR ANY ADDITIONAL ELECTRICAL RECJIIREMENT5. ALL ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND /OR GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. 52 TIE SYMBOLS SHORN WITHIN THESE PLANS INDICATE LOCATION AND TYPE OF ROUGH -IN/ CONNECTION ONLY. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL CIRCUITS AND CONDUIT RUNS AS REQUIRED, AND IN ACCORDANCE WITH THE ELECTRICAL ENGINEER'S DRAWING, AND CONFORI1NG WITH ALL APPLICABLE CODES AND /OR GOVERWIENTAL AGENCIES HAVING JURISDICTION OVER PROJECT LOCATION. 53 ELECTRICAL CONTRACTOR TO FURNISH AND INSTAL ELECTRICAL SERVICES TO ROUGH -IN LOCATION AND FROM ROUGH -IN TO EQUIPMENT PONT OF CONNECTION, IE: LABOR, MATERIAL, WIRING, SERVICE FITTINGS, CONDUITS, cIRAalT BREWERS, JUNCTION BOXES, OUTLETS, PLUGMOLD6, SWITCHES, FILL BOXES, CONTROLS, SHiNT- TRIPS, NEMA CONNECTORS/ CONFIGURATIONS, LOCK -OUT DEVICES, DISCONNECTS, PANEL BOARDS, ETC. INCLUDING FINAL EGUIPMENT ccNNECTIGNS, A5 RECURRED AND /OR NECESSARY FOR PROPER OPERATION of R441S1-ED Em1FhtEN . INSTALLATION SHALL MEET ALL APPLICABLE COPES OR GOVERNMENT E NT AGENCIES HAVING JURISDICTION OF PROJECT LOCATION. 5.4 ELECTRICAL ENSNEERJCONTRACTOR TO VERIFY ALL RECUIREh'ENT5 AND LOCATIONS OF OUR FURNISHED EC,1lUIRENT WIN OWNER SELECTED SUPPLIER PRIOR TO ROUGH -IN ANY UTILITIES. 55 ALL HORIZONTAL DIMENSIONS FOR ROUGH -INS ARE FROM FINISHED WALLS AND /OR BUILDING GRIDLINE TO CENTERLINE OF ROUGH -IN# K ESS NOTED °ITE 11I5E WITHIN THESE FLANS, OR IN SLESEQUENT DETAILS ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE OF ROUGH -N, AS INDICATED. 5.6 IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE THE PLACEMENT OF ELECTRICAL ROLKI41 -INS WITH THIN REamen OF THE OTHER SUB-TRADES ELECTRICAL. CONTRACTOR SHALL ALSO NOTFY THE K.E.C. MD GENERAL. CONTRACTOR OF ANT DEVIATIONS FROM INFOR1ATlON IN 11E5E PLANS ARISING FROM FIELD CONDITIONS. 51 IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE LOCATION GP ELECTRICAL ROUGH -INS PRIOR TO THE SLAB BEING POURED, WALLS OR CEILINGS CLOSED, OR ANY OTHER WORK BENG DONE THAT WOULD IMPEDE VERIFICATION OF THE ACCURATE PLACEM64T OF ELECTRICAL ROUGH -INS, OR COORDINATION OF THE: R m15E- -MRCS OF OTHER SUB - TRADES, UNLESS OTHERWISE SPECIFIED. C -3.1 FAX C -32 PHONE C-3.3 PHONE C -3.4 MODEM C -3.5 MODEM C -3.6 PHONE C-3.1 PHONE C -3.8 PHONE C -3.9 MODEM COMMUNICATIONS NOTES: PRINTER AND P.D.S. CABLE TO BE SHIELDED CAT. *5 CABLE PROVIDE 5' -0" WHIP TERMINATION POINTS 2. PHONE, FAX, MODEM, PACER 5T5TEM TO BE CAT. CABLE PROVIDE 5' -0" WHIP TERMINATION POINTS 3. ALL CABLE TO BE RUN IN ISOLATED CONDUIT REFER TO INSTALLATION SPECIFICATIONS 4. PROVIDE AUDIO 4 VIDEO CABLE W/ 10-0l' WHIPS AT ROUGH IN LOCATIONS 5. ALL AUDIO CABLE TO BE SHIELDED. SEE AN Y REQUIREMENTS FOR CABLE SIZE. E.C. 4ND A.V. VENDOR TO TONE AND LABEL ALL CAT- , SFE <ER, AND AV COAXIAL U./RING. C -3.I0 C -3.14 WIRING LEGEND CAT -5 0,461..1= # CONDUIT 5Y EL. W/ HOME MN TO PHONE ROCK MODEM PHONE PHONE PRINTER PRINTER PRINTER PRINTER PRINTER PRINTER PRINTER PRINTER PRINTER PRINTER (2) P.0.5. (2) P.0.5 (2) P.0.5. C -4.I4 (2) P.0.5 C -4.15 (2) P.0.5 C -4.I6 PRINTER C -4.11 PRINTER C -4.18 (4) P.0.5 C -4.I9 (4) P0.5 C -4.20 (2) P.0.5. C -421 (3)15 c -422 (2) P.0.5. C -423 (2)1 C -424 (2) P.0.5. c -4.25 (2) P.0.5. C -4.26 (2) P.0.5. C -4.21 (2) P.0.5. T riMark Raygal Foodservice Design, Equipment and Supplies 271 9 WHITE ROAD IRVINE, CA 92614-6269 TEL 949 -414 -1000 FAX 949 - 474 -1298 E- NAIL:DRAWINGSOTRIUARKUSA,CON This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trmark Raygal company officer. Any desired deviations to this plan must be approved In m�ng by Trimark Raygd before such work is done. it is the responsibility of arryone using this plan to read and become faml'iar with all information shown hereon including any Gst of notes. Measurements on this plan ore from addable information. Trimark Rod wEl not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan ars to confirm all informotion on this plan with the job site. Ail information on this plan for the general contractor or the general con — tractor's subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) am for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for enguneering or listing of Rams not supplied Amity far engineering t thereof. AI building thereof '— shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for such work If any such work is in Trimark Raygal contract, it rill swift* be indicated on this plan: if it is not specifically indicated on this plan, it is not a part of Trimark Ri igal contract and shrill be provided by others. Trimark Raygal will assrmre no responsfhiGiy for work done by The general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be competed until the appropriate corrections are made by Trimark Raygd. Using this plan is adrnrt— tance that all informaion on this plan has been examined and compared with other plans (example; architectural plane) and any inconsistencies, errors, ambiguities or amis— s have been reported to Trimark Raygal for written corrections before completing bids or commencing arty work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of tads. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on This plan. 02 2I - 08 ® PROGRESS PRINT 11 30 - 0'1 El HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK ❑ BID SET O CONSTRUCTION SET w w w ¢ co cc?, a 0 0- tan Q W J J Z 1 U. V � W M 1/4O tiAR 17 2008 PEhibir l (.;4:.9� `s e. DESIGNER : TRIMARK AYCaAL DRAWN : TRIMARK. RAYCxAL CHECKED : TRIMARK RAYCAL SCALE : I /4" = i' -0" JOB NUMBER : 5131 SHEET TITLE FOS / PHONE / PRINTER. COMMUNICATION SCHEMATI G (K I TCHEN) SHEET NUMBER K -5.1.1 plop /`r / ! I ',` i 1 r . li - �-�.a COMMUNICATIONS NOTES: 1. PRINTER AND P.D.S. CABLE TO BE SHIELDED CAT. 4 5 CABLE PROVIDE 5' -0" WHIP 6 TERMINATION POINTS 2. PHONE, MX, MODEM, PAGER SYSTEM TO BE CAT. 4 5 CABLE PROVIDE 5' -0 WIMP 6 TERMINATION POINTS 3. ALL CASLE TO SE RUN IN ISOLATED CONDUIT REFER TO INSTALLATION SPECIFICATIONS 4. PROVIDE AUDIO 4 VIDEO CABLE W/ 10' -0" WHIPS AT ROUGH IN LOCATIONS 5. ALL AUDIO CABLE TO SE SHIELDED. SEE AN REQUIREMENTS FOR CABLE SIZE. AN P.O.S. PfittITER IFAX PHONE TBL MGMT T -1 WIRING LEGEND -0 -0 -0 --0 -0 -0 -0 -0 R.'s -6 CABLE BY AN VENDOR AT +120 APP. W/ I4OT'E RN TO AN CABNET - - 10-0e WHIP CONDUtt &ERE REQUIRED BY E.0 GAT -5 CABLE 4 CCNDUIT BY EA W/ HOME RLi4 TO PHONE ROOM. - 5' -0° WHIP CAT -5 CABLE t CONDUIT BY EA W/ IaCME RIAI TO PHONE ROOK - - 5' -0° WHIP CAT -5 CABLE t CONDUIT BY E.c W/ HOME 1391 TO NONE BOARD. CAT -5 CABLE t CONDUIT BY E.C. W/ HOME RUN TO PHONE BOARD. CAT -5 CABLE 4 CONDUIT BY E.C. WI 1-101E RLIN TO PHONE BOARD. CAT -5 CABLE 4 CONDUIT BY EC. W/ HOME RUN TO PHONE ROOM. CAT -5 CABLE 4 CONDUIT BY EC. WI 1-10t1E RUN TO OFFICE. w C -3.I C -32 C C -3.4 C -3.5 C -3.6 E.C. AND A.V. VENDOR TO TONE AND LABEL ALL CAT-5, 5FEAK R', AND AV COAXIAL WIRING. T -1 < Lc? as FAX PHONE PHONE MODEM MODEM PHONE C -3.1 C -3.8 C -3.9 C -3.10 C -3.11 PHONE PHONE MODEM MODEM PHONE PAGERS 2 w C -3.13 C -3.14 C -3.15 C -3.16 C -3.11 C - 3.12 C -4.0 PHONE FAX PHONE PAGERS PHONE T -1 (*) w C -4.01 C -4.1 C -4.2 C -43 C -4.4 C -4.5 PRINTER PRINTER PRINTER PRINTER PRINTER C -4h C -4.1 C -4.8 C -4.9 C -4.10 C -4.11 PRINTER PRINTER PRINTER PRINTER PRINTER (2) P.0.5. w C -4.12 C -4.13 C -4.14 C -4.I5 C -4.16 C -4.11 (2) P.0.5. (2) P.0.5. (2) P.0.5. (2) P.0.5. PRINTER PRINTER C -4.18 C -4.i9 C -420 C -421 C -422 C -4.23 (4) P.0.5. (4) P.0.5. (2) P.0.5. (3)111 t"GM'T (2) P.0.5. (2) P.0.5. C -424 C -425 C -4.26 C -421 <TN 6C. c c (2) P.0.5. (2) P.0.5. (2) P.0.5. (2) P.0.5. 5J ALL ELECTRICAL RECUT ITS INDICATED IN 114E5E PLANS ARE FOR KEC. AND /OR O(Lt 5UPPLIED ECUIFT'ENT A5 SHOU,N ON Kl SERIE5 EQUIPMENT FLANS AND DESCRIBED IN K2 SERIES EQUIPMENT SCHEDULES REFER TO T1.E ARCHITECTURAL FLAK 14E C>LR ENGINEERING DRAMS, AND THE GENERAL CONTRACTOR FOR ANY ADDITIONAL ELECTRICAL fectilleENTS. ALL ELECTRICAL WORE( SGIALL COT PLY UIITH ALL APPLICABLE CODES AND/OR GOVEINTAL ANCIE9 HAVING JURISDICTION OVER PROJECT LOCATION. 52 THE 811130L5 SHOW WITHIN THESE PLANS INDICATE LOCATION AND TYPE OF t2044-iN/ CONNECTION ONLY. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL CIRCUITS AND COlVDuIT NS AS REQUIRED, AND IN ACCORDANCE WM4 THE ELECTRICAL ENC3TNEER'S PRANGS, AND ca ogiING wm4 ALL APPLICABLE CODES AND /OR GOVERtt ENTAL AGENCIES HAVING JURiSDiCtICN OVER PROJECT LOCATION. 53 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL. SERVICES TO ROUGH -IN LOCATION AND FROM ROUGH-IN TO >rQUIFT'ENT POINT OF CONsEcTION, IE LABOR, MATERIAL, WIRING, SERVICE FITTINGS, CONDUITS, CIRCUIT BAKERS, JI.NCTICN BOXES, OUTLETS, PLUGMOLD5, SWITCHES, FULL BOXES, CONTROLS, SHUNT-TRIPS, NE U CONNECTOR/ CONFIGURATiGNS, LOCK -OUT DUCK DISCONNECTS, PANEL BOARDS, ETC. NCLUDNG FINAL EQUIPMENT CONNECTIONS, AS REQUIRED AND /OR NECESSARY FOR PROPER OPERATION OF R 4ISI-ED EQUIPMENT. INSTALLATION SHALL MEET ALL APPLICABLE CODES OR GOVERit1B4T AGI NCIES HAVING JL IeDICTICN cF PROJECT LOCATION. ELECTRICAL CONTRACTOR NOTES 5.4 ELECTRICAL ENCsMER/CONTRACTOR TO VERIFY ALL REQUIREMENTS AND LOCATIONS OF OI TER 1 1151�D EQUIPM NT WITH OUNER SELECTED SUPPLIER PRIOR TO ROUGI4■6-IN a- UTILITIES. 55 ALL HORIZONTAL DIM>S1CN5 FOR ROIIGI•T -NS ARE RCM FINISHED WALLS AND /OR BUiL,DM GRIDLINE TO CENTERLINE OF ROUGH -1/4± INLESS NOTED 011 ERISE UHTHM 11 SE PLANS, OR IN 5UBSEQ ENT DETAILS. ALL VERTICAL DIMISIONS ARE FROM FINiSI -EO FLOOR TO CENTERLINE OF ROUGH - IN, AS INDICATED. 5.6 IT 15 THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDNATE THE I:LAMENT OF ELECTRICAL R24H -1145 WITH TIaE REQUIREMENTS OF THE OTHER SIB- TRADES ELECTRICAL CONTRACTOR SHALL ALSO NOTIFY THE KEC. AND GENERAL CONTRACTOR OF ANY DEVIATIONS FROM INFORMATION IN THESE FLANS ARM FROM FIELD CONDITIONS. 51 IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY 114E LOCATION OF ELECTRICAL ROUGH-INS F'ToOR TO THE SLAB BEING POURED, WALLS OR CEILMS CLOSED, OR ANY OTI.ER WORK BEM DONE THAT WOULD IMPEDE VERIFICATION OF THE ACCURATE PLACEMENT OF ELECTRICAL 1 -iNS, OR COORDINATION G4= THE REQUIREMENTS OP OTHER SUB - TRADES, UNLESS OTHERtUISE SPECIFIED. MATCH L I =LEM ® 1 4 11. rr, ! e ci* 5.`r 214 - 64 CODE COMPLIANCE API:DROVE W M \ R 2 5 7. City Of BUILDING D SI C a-ozo Fri ark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 - 414 - 1000 FAX 949 --474 -7298 E- YAIL.DRAWIY65�7RIYAR�9S�,COY This plan and the designs herein are the sole property of Trimark Raygal aril may not be reproduced, changed or used by anyone, in part or whole, without the written permission of Q Trimark Roygal company officer. Any desired demitions to this plan must be approved in wring by Trimark Raygal before such work is done. It is the responsln"Gty of anyone using this plan to read and became familiar with di information shown hereon including any fist of notes. Measurements on this Man are from amiable information. Trimark Raygd s I not assume any responslbfty for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan wfth the job site All information on this plan for the general contractor or the general con- tractors subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sole purpose of equipment requirements reference is made to the owner or architectural plans for engineering or listing of items not suppged sibility or engineer thereof. PJl builddiimg not maims work thereof shall be by the general contractor Including all roughing -in and final connections and all runs to equipment and in- dudinng all fittings or any other parts materials or labor for such wed( If any such work is in Trimark Roygal contract, fi wgl specifically be indicated on this plan; if it is not specifically indxated on this plan, ri is not a pmt of Trimark Roygal contract and shall be provided by others. Trimork Raygal will assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local modes ('ndudurg: Building, Health Deport ordinances, Fie Depart., etc.) or changes '_'y the owner, architect or any other person outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trimark Raygd. Using this plan is admit- tance that all information an this plan has been examined and compared with other plan (example: arcfulectural plans) and any inconsistencies , errors, ambiguities or omis- sions have been reported to Trimark Raygal for oaten correction before completing bids or commencing any work hereunder. No additional allowance mil! be mode for such work unless ft is agreed before acceptance of bids. Plumbing or electrical parts not suppled with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated an this plan. 02 -21 -0 , ® PROGRESS PRINT ii -30-01 11 HEALTH DEPT. PLAN CHECK O BUILDING DEPT. PLAN CHECK ❑ BiD SET ❑ CONSTRUCTION SET E.0 ,44 cite) ttoN, PA DESIGNER : :. . �� �:� a. MAR 17 2008 PERiviCi CENTER DRAWN : TRIMARK Ta4YGAL CHECKED : TRIMARK RAYCxAL SCALE : 1/4" w I' -0" JOB NUMBER : 5131 SHEET NUMBER w F°° W � < CO i)"‘ o N ce 9 W Lu. Z u W F o N ‘x) TRIMARK RAYi AL SHEET TITLE P ®S / PHONE / PRINTER COMMUNICATION SCHEMATIC (PINING #E) LOCKABLE BREAKER 11' -6 CEILING 2' -0 4' -6" mins ill d, fir= Tg Ti 2' -S" 5' 9° -- r — ROUGH -M RECEPTACLES HORIZONTALLY I — I I' -i° 1' -4" - • ..,ra:: -1 _" • — - " - _$ ' :.'• hey-,. ...... ,�_• ..,. ..a�,,. . - '• L_—n, .,.. w I '�E. •. ... ,.: , CEILI ( ) 200 / 1' - 1 " SEE K -5.1 MODEMS (2) PHONES (2 FAX (1) T -1 (1) DOOR BUZZER ewiTC1 -I I' -3° ■ ) f ` MAT : LINE SEE SHEET 16. 1. 2 onomom — I MVEIPal I . = 2 ® E.C. TO PROVIDE INTERCONNECTING WIRING BETWEEN ITEM *I REFRIGERATION RACK 4 ITEMS *12, *15 4 *218 EVAPORATOR COiLS, AND ITEM x"31 iCE MAKERS. SEE REFRIGERATION RACK SHOP DRAWING K -1.1 AND K -12 FOR ADDITIONAL INFORMATION. ® POWER FOR REFRIGERATION RACK TO STUB -UP THROUGH PiTCH- POCKET OUTSIDE OF RACK. (SEE K -1.1 FOR MORE INFORMATION). © E.C. TO PROVIDE GFCI RECEPTACLE WiTH WATER TIGHT COVER ® E.C. TO INTERCONNECT AMBER LIGHT CONTROL WiRING BACK TO DIMMER PANEL UNLESS oil-ERASE SPECIFIED. AMBER LIGHTS MOUNTED ON WALL OF COOLER ® EC. TO CONNECT THRU WALK -IN BOX PANEL TO FIXTURES. 5'4 r~ X 24 E.C. TO INTERLOCK ITEMS 91,101 4 119 EXHAUST AND MAKE -UP AiR FANS WiTH SWITCH. MOUNTED ON FACE OF HOOD. ITEM ITEM +218 ITEM Nit rtEfl RBI *31 ELECTRICAL NOTES E.C. TO INTERLOCK ITEMS 90, 4 118 EXHAUST HOOD LIGHTS WiTH SWITCH. MOUNTED ON FACE OF HOOD. E.C. TO PROVIDE 6" X 6" FULL BOX W/ 3" CONDUIT RUN ABOVE CEILING ® ALL POS 4 PRINTER CONDUITS POWER ROUTED TO POS SERVICE PANEL BY E.G. FOR COMMUNICATION CABLE SEE SHEET K -5.1. ® E.C. TO PROVIDE 6" X 6" PULLBOX FOR CO2 FILL STATION 6 +60" A.F.F. CONDUIT TO BE STUBBED OVERHEAD INTO MEZZANINE ABOVE BIB RACK LOCATION. CO2 LINE TO BE RUN BY OWNER'S VENDOR * ALL ELECTRIC=AL CIROIITS BELOW COOKING: HOODS SHALL AUTOMATICALLY DE -i NERG17E UPON ACTIVATION OF NE HOOD FIRE SUPPRESSION SYSTEM r_, "I PARTIAL PLAN VIEW RREF GER A-TRON RACK ITEM # I VER FY EXACT LOCATION WITH ARCHITECT AND ENGINEE, r Th lr — ITEM .I1I CC . OUTLET MOUNTED +12" A.P.P. 3' -3u F 4' -0° fiatariorroloo 3' -9" ® E.C. TO EXTEND CONDUIT FLEX INTO MILLWORK WALL TO LOCATION NOTED. (2) QUAD OUTLETS, (4) TOTAL DUPLEXES el +36" APP. ® (2) QUAD OUTLETS, (4) TOTAL DUPLEXES CLEAN POWER FROM POS PANEL 12" AFF. Q HEATED WINDOW FRAME TO BE WIRED HOT AND NEUTRAL (DUAL THIN GAUGE BLACK WIRES) HEATED WINDOW PANE TO BE WiRED HOT NEUTRAL AND GROUND. E.C. TO WIRE POWER FOR ALL LIGHTS IN BACK BAR TO SWITCH LOCATED iN MILLWORK SHADE MOTORS TO BE amp IN PARALLEL WITH ISOLATED RELAYS PER DETAIL K -63 "yl EI 1 J 1. 2 `` Dik-5 11 O REVIEWED ICE E C� A PPROVED AR 2 5, . b i C q i CtTukv 4 M U1LD1NG DIVISION (0 M a- 0 ELECTRICIAN TO PROVIDE BOX AND WIRE FOR TRANSFORMERS THAT POWER UP THE FRONT BAR LIGHTS. 5.1 ALL ELECTRICAL REQUIREMENTS INDICATED IN THESE PLANS ARE FOR KEG. AND /OR OMER SRIFPLIED EQUIPMENT AS SHO.LNI CN KI SERIES EQUIPMENT PLANS AND DESCRIBED IN K2 SERIES EQUIPMENT SCHEDULES REFER TO THE ARCHITECTURAL FLANS, THE OENER, ENGINEERING DRAWINGS, AND 11-E GENER4L. CONTR.4CTOR FOR MY ADDITIONAL ELECTRICAL REQUIREME+t 6. ALL ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND /OR GOVERNMENTAL AGENCIES 144vING JURISDICTION OvER PROJECT LOCATION. 52 THE SYMBOLS SHOILN WITHIN THESE PLANS INDICATE LOCATION AND TYPE CF ROUGH -IN/ coNNECTION ONLY. KCAL CONTRACTOR TO PROVIDE AND INSTALL CIROJITS AND CONDUIT RUNS AS REQUIRED, AND IN ACCORDANCE WITH THE ELECTRICAL ENGINEER'S DR.4111 CAS, ANp CONFOR ING WiTH ALL APPLICABLE CODES AND /OR GOVERMITAL AGENCIES HAVING JURISDICTION OvER PROJECT LOCATION. 53 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL SERVICES TO ROUGH -IN LOCATION AND FROM BOUGH -IN To EQUIPMENT POINT Or CONNECTION, 1E: LABOR, MATERIAL, WIRM, SERVICE FITTINGS, CONDUITS, CIRGJIT 13ER, JUNCTION SAXES, OUTLETS, FLUGMOLDS, SWITCHES, FULL BOXES, CONT120L.5, $14uNT- TRIES, NINA CONNECTOR i/ CONFIGURATIONS, LOCK -GLRT DEVICES, DiSCC*ECTS, PANEL BOARDS, ETC. INCLUOM FINAL EQUIPMENT CONNECTIONS, AS REQUIRED AND/OR NECESSARY FOR FROPER OPERATION of RURILSIED EQUIMI. INSTALLATION SHALL MEET ALL APPLICABLE CODES OR GOVERNMENT AGENCIES HAYING JURISDICTION OF PROJECT LOCATION. M ELECTRICAL EirIIP ER/CONTtRACTOR TO IERIFr ALL REQUIREMENTS AND LOCATIONS OF CilteR RIRNISI-ED EQUIPMENT WITH OLIFER SELECTED SUPPLIER PRIOR TO ROUGHING -IN ANY UTILITIES 55 ALL HORIZONTAL PIMENSiON15 FOR ROUGH -INS ARE FROM FINISHED WALLS AND /OR BUILDING GRIDLINE TO CENTERLINE Ofi ROUGH -INi UNLESS NOTED OTHERWISE WITHIN THESE PLANS, OR IN SL1BSECIENT DETAILS ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE OF ROUGH-IN, AS INDICATED. 5.6 IT 15 THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO COORDINATE THE PLACEMENT OF ELECTRICAL ROUGH -INS WIN THE REQUIREMENTS OF THE OTHER SUB - TRADES ELECTRICAL CONTRACTOR SHALL ALSO NOTIFY TEE K.E.C. AND GENERAL, CONTRACTOR OF ANT DEVIATIONS FROM Ii'FOR1ATION IN THESE PLANS ARiO % FROM MELD CONDITIONS. 51 I IT 15 TIE RESPONSIBILITY OF THE ORAL CONTRACTOR TO VERIFY THE LOCATION a ELECTRICAL ROUGH -INS PRIOR TO 11.E SLAB BEING POURED, WALLS OR CEILING$ CLOSED, OR ANT OTHER WO% BEING DONE NAT WOULD IMPEDE VERIFICATION OF THE ACCURATE PLACEMENT OF ELECTRICAL ROUGH- INS, OR COORDiNATIGN GM THE REQUIREMENTS OF OTHER SUB - TRADES, UNLESS OTHERWISE SPECIFIED. 5.8 ALL DXPOSED ELECTRICAL WIRIM TO BE IN LIQUID TiGHT MATERIALS ELECTRICAL CONTRACTOR NOTES ffk 0 CO), R MAM- I a441 Q 0- I ELECTRICAL ROUGH -IN SYMBOLS WALL MOUNT' SINGLE PURPOSE RECEPTACLE (FLUSH WITH FiNISI-IED WAIL ) WALL MOUNTED DOUBLE FURPoSE RECEPTACLE (FLUSH WiTH FIN15H D WALL ) WALL MOUNTED 4 - FLEX RECEPTACLE (FLUSH WITH mISF$D WALL ) PEDESTAL STYLE COUNTER MOUNTED DOUBLE FURPOSE RECEPTACLE WALL MOUNTED JUNCTION BOX (FLUSH WITH FINISHED WALL ) WATERPROOF JUNCTION SOX ELECTRICAL POWER WHIP WITW 6 -FOOT LONG LEAD (NO J - BOX) RETRACTABLE POUER CORD (EC TO PROVIDE FiNISWED CEILING) COLOR CODED DEFROST SYSTEM CIRCUIT WIRING: (FROM REMOTE REFRIGERATION RACK LOCATION) COLOR GOOD COIL CIRCUIT WIRING (FROM REMOTE REFRIGERATION RACK LOCATION) DOOR JAMB 14EAT> R (COMPONENT BY KE.C.) ELECTRICAL FOULER SWITO-1. CAT -5 DATA CABLE OUTLET DUAL CAT -5 DATA CABLE OUTLET CAT -5 DATA CABLE OUTLET FULL BOX WITH CONDUIT SIZES AS INDICATED (LUSH WiTW FiNISFEP WALL). 410 OCTAGONAL J - BOX (FLUSH WiTH FINISHED WALL) EMPTY CONDUIT FOR COMMUNICATION CABLING (VERIFY POINT OF ORIGIN WITH ARCHITECT) DUAL E'irTY CONDUIT FOR COMMUNICATION CABLING (VERIFY POINT OF ORIGIN WiTH ARCHITECT) ELECTRICAL EXTENSION (FROM ROUGH -IN TO EQUIPMENT POINT OF CONNECTION) WATERPROOF FIXTURE MOWED SINGLE FURPOSE RECEPTACLE. WATENFRoGF FIXTURE MOUNTED DOUBLE PURPOSE RECEPTACLE. FRE -WIRED EQUIPMENT TO J - BOX AND /OR SUB - PANEL BY KEG. VAPOR FROOF LIGHT FIXTURE (COMPONENT BY KEC, LIGHT BY E.C.) FLUORSCENT LIGHT FIXTURE (COMPONENT BY KEC., LIGHT ST E.C) FIXTUIRE MOUNTED SUBPANEL (COMPONENT BY KE:C.) ROPE LIGHT BY. HEATED VACUUM VENT ELECTRICAL NOTES BAR 15' -0" WHIPS (HOME RUN) STUB UP 12' -6" ABOVE FINISHED BAR FLOOR A) POWER FOR LIGHTS (I) 20.0 AMPS B) POS POWER (I) - (ITEM 0 200) 15' -0" WHIPS (HOME RUN) STUB UP 12' -6" ABOVE FINISHED BAR FLOOR I) TV CABLE (8 CABLES) J) TV POWER - (2) 20.0 AMPS K) PROCESOR POWER - (2) 20.0 AMPS L) PROCESSOR CABLE - (2) CABLES 15' -0" WHIPS (HOME RUN) STUB UP I2' -6" ABOVE FINISHED BAR FLOOR A) POWER FOR LIGHTS (I) 20.0 AMPS B) POS POWER (1) - (ITEM * 200) ALL WHIPS TO END AT SPECIFIC LOCATIONS IN MILLWORK, ELECTRICAL CONTRACTOR TO COORDINATE AND INSTALL TO FINAL LOCATIONS AND TERMINATE APPROPRIATELY. TriMark Ra yga Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 -414 -1000 F A X 949 - 474 - 7298 E- WA IL; ORANINGS1IR1NARKUSA,COd This plan and the designs herein am the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, wrfhaut the written permission of o Trimark Raygal company officer. My desired deviations to this Man must be approved in writing by Trimark Raygal before such work is done. it is the responsibifiy of anyone using this pion to read and become familiar with all information shown hereon inducting any list of notes. Measurements on this plan ore from available information. Trimok Raygal will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. Al! information on this plan for the general contractor or the general con - tractor's subcontractors to perform (plumbing, electrical. curbs, walls, buAding openings, etc.) am for the sole purpose of equipment requirements; reference is made to the owner or =Rectum' plans for engineering or Hating of terns not eupptied by Trimark Ronal. Trimak Read a not assume sibility for � engineering thereof. All b u ng work thereof respell- shall be by the general contractor including all roughing-in and final connections and all nms to equipment and in- cluding ail fittings or any other parts materials or labor for such wok. IF any such work is in Trimark Raygal contract, it will specifically be indicated on this ploy if it is not specifically indicated co this plan, It is not a part of Trimark Raygal contract and shall be prodded by others. Trbnark Raygal will assume no responslbllty for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart., etc) or changes by the owner, architect or any other person outside of Trim* Roygot Nth authority to The design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trimark Raygal. Using this plan is admit- tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and arty inconsistencies, eras, ambiguities or omis- sions have both reported to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless It is agreed before acceptance of bids. Plumbing or electrical parts not suppled with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02-21 -08 ® PROGRESS PRINT 11- 30 -0'1 EI HEALTH DEPT. PLAN CHECK n ❑ BID SET R V D MAR 1 7 2008 �y I RIiUii I I._/EN I[ER DESIGNER : TRIMAIRIK RAYGAL DRAWN : TRIMARIK RAYGAL CHECKED : TRIMARK RAYGAL SCALE : 1/4" = JOB NUMBER : 5131 SHEET TITLE ELECTRICAL f'LAM (KI TGHEEN) SHEET NUMBER ❑ BUILDING DEPT. PLAN CHECK ❑ CONSTRUCTION SET p it • , . :.s�:f::: :.�: :•: - -�i: t:.4;5'�. aY + +..: \r mil. i..:`SS.'aLil'r., • \ / \ 4' -1° ✓ r, 'P 249 I�C�I -I -IN RECEPTACLES HORIZONTALLY 12" 11" u 4 111 CONY. ET MOUNTED APP { LIFE SEE SHEET K -fill 1, 1 WAWINSWIJI "7 ( +144' ff 1J . 51 E C"'"""•l I 51 ALL ELECTRICAL REQUIREMENTS INDICATED IN T1 5E FLANS Ali FOR KECC. AND /OFD GOER SUPPLIED EQUIPh1ENT AS SHOULN cN K1 SERIES EQU1pMENT FLANS AND DESCRIED IN 1(2 SERIES EQUIPMENT 5c1 -EDUL S REFER TO THE ARCHITECTURAL FLANS, Tl-E ENSNEERIN6 DRAWMGS, AND THE GE =NERAL CONTRACTOR FOR ANY ADDITIONAL ELECTRICAL REQUIREMI5ITS. ALL ELECTRICAL DM( SHALL COMPLY WITH ALL APPLICABLE COPES AND /OR GOVERNIENTAL AGENCIES HAVING JLJRISDICTIoN OVER PROJECT LOCATION. 52 THE SYMBOLS SHOUN WITHIN THESE PANS INDICATE LOCATION AND TYPE OF RoL614 -1W CONFECTION ONLY. ELECTRICAL CONTRACTOR TD PROVIDE AND INSTALL CIRctIITS AND CONDUIT R NS AS REQUIRE:), AND IN ACCORDANCE WITH TIE ELECTRICAL ENGINEER'S DRAWINGS, AND car -RANG WiTH ALL APPLICABLE CODES AND/OR GOVERRVENTAL AGENCIES 144vIr6 JURISDICTION ovER PROJECT LOCATION. 53 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL SERVICES TO R0U6I -IN LOCATION AND FROM FoWfl -IN TO EQJIF E4T PONT OF CONNECTION, E LA50R, MATERIAL, WRNCs, SERVICE PITT GS, CONDUITS, CIRaCIJTt 51EAI(ERS, JUNCTION BOXES, OUTLETS, PLUGMOLPS, SWiTCI -IES, PULL 50X55, CONTROL, 5 4 4T- TRIPS, iEMA cCI ECTOiZS/ CaFIGURATIONS, LOCK -OUT DEVICES, PISCaNECTS, PANEL BOARDS, ETC. INCLUDING FINAL EQJiPMiENT CONFEGTioNS, AS REQUIRETa AND/OR FEcESSARY FoR FROM OPERATION OF RJRFIIS -ED EQUIPMENT. IN&ALLAT1014 SMALL MEET ALL APPLICABLE CODES OR GOVERN`fEFIT AGM IES NAMING JiIRISDICTION cF PROJECT LOCATION. 5.4 ELECTRICAL ENGNEERICONTRACTOR TO VERIFY ALL MoaRescs AND LOCATIONS OF OYER FURNIS EQIJIFtENT WITH OiLNER SELECTED SLMIER PRIOR TO ROUGMIR -IN ANT UTILITIES. 5.5 ALL MORIZoNTAL DIMENSIONS FOR ROUGH -INS ARE Mal FINISEED WALLS AND /OR BUILDING GRIDLINE TD cENTER LINE OF ROUGH -IN± UNLESS NOTED OTHERWISE WITHIN T1-ESE PLANS, OR N SU55Et ENT DETAILS. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE cc RoUGN -IN, AS INDICATED. ELECTRICAL CONTRACTOR NOTES 5.8 ALL EXPOSED ELECTRICAL WIRING TO 5E IN LIQUID TIGHT MATERIALS ITEM °iii CONY. OUTLET MOUNTED e +12" APP. 5.6 IT IS THE RESPONSi5ILiTT OF T1-E ELECTRICAL CONTRACTOR TO COORDNATE THE PLACEMENT GF ELECTRICAL ROIY. -I-NS WITE-I THE REQUIREMENTS OF THE OT1-ER NS-TRADES ELECTRICAL CONTRACTOR SHALL ALSO NOTIFY THE KEC. AND CORAL CONTRACTOR OF ANT DEVIATIONS Mal INFORMATION IN THESE FLANS ARM FROM FIELD CONDITIONS. 51 IT IS Ti•E RESFONSISILITY OF 11-E GENERAL CONTRACTOR TO VERIFY TIE LOCATION OF ELECTRICAL ROUGH -INS PRIOR TO THE SLAB BEING POURED, WALLS OR CEILINGS CLOSED, OR ANY OTI ER WORK DENG DONE THAT WOULD IMFEDE VERPICATION cF TR EE ACCURATE PLACEMENT OF ELECTRICAL ROUGH -N5, OR COORDINATION OF Tl$ REQUIREMENTS CF on-ER a -TRADES, UNLESS oThIERMSE SPECIF(EP. 15' -0" WHiPS (HOME RUN) STUB UP 24" A50VE FINISI.1ED BAR FLOOR. A) POWER FOR LIGHTS (1) 20.0 AMPS 5) POS POWER (1) - (ITEM # 200) 15' -0" WHIPS (HOME RUN) STUB UP 24" ABOVE FINISHED BAR FLOOR I) Tv CABLE (s GABLES) J) TV POWER - (2) 20.0 AMPS K) PROCESOR POWER - (2) 20.0 AMPS L) PROCESSOR CABLE - (2) GABLES 15' -0" WHIPS (HOME RUN) STUB UP 24" ABOYE FINISHED BAR FLOOR A) POWER FOR LIGHTS (1) 20.0 AMPS 5) POS POWER (1) - (ITEM * 200) ELECTRICAL NOTES BAR 3E �� -4 \ \, t f i ITEM 4 111 CONY. OUTLET MOUNTED • +12' APP. I 1 p * ALL WHIPS TO END AT SPECIFIC LOCATIONS IN MILLWORK, ELECTRICAL CONTRACTOR TO COORDINATE AND INSTALL TO FINAL LOCATIONS AND TERMINATE APPROPRIATELY. • rt HATCH L 1l . 11 Ei if SEElitlEET 60 II El II I I I! 5A 4 1 . a E.C. TO PROVIDE INTERCONNECTING WIRING BETWEEN ITEM # 1 REFRIGERATION RACK 4 ITEMS *12, 0 15 4 *218 EvAPORATOR COILS. SEE REFRIGERATION RACK SHOP DRAWING K -1.I. FOR ADDITIONAL INFORMATION. 0 POWER FOR REFRIGERATION RACK TO STUB -UP THROUGi -1 PiTCH- POCKET OUTSIDE OF RACK (SE K -7.1 FOR MORE iNFORMATION). O E.G. TO PROVIDE GFCI RECEPTACLE WITH WATER TIGHT COYER Q E.C. TO INTERCONNECT AMBER LIGHT CONTROL WIRING BACK TO DIMMER PANEL UNLESS OTHERWISE SPECIFIED. AMBER LIGHTS MOUNTED ON WALL OF COOLER Q E.C. TO CONNECT THRU WALK -iN BOX PANEL TO FIXTURES. ® E.C. TO INTERLOCK ITEMS S1, 101 4 119 EXHAUST AND MAKE -UP AIR FANS WIN SWITCH. MOUNTED ON FACE OF HOOD. ® E.C. TO INTERLOCK ITEMS 90, 4 I18 EXHAUST HOOD LiGHTS WITH SWITCH. MOUNTED ON FACE OF HOOD. • E.G. TO PROVIDE 6" X 6" PULL 5OX IN 3" CONDUIT RUN ABOVE CEILING ELECTRICAL NOTES (Th, ELECTRICAL ROUGH -IN SYMBOLS R • c4D-0 DUAL EMPTY CONDUIT FOR CCMJNICAT1CN CABLTh (VERIFY PONT OF ORIGIN WITH ARCHITECT) WALL MOUNTED SINGLE PURPOSE RECEPTACLE (FLUSH WiTH FINISHED WALL WALL MOUNTED DOUBLE PURPOSE RECEPTACLE (FLUSH WITH FINISHED WALL ) WALL MOUNTED) 4 -PLEX RECEPTACLE (FLUSH WITH FINISHED WALL ) PEDESTAL STYLE COUNTER MOUNTED DOUBLE PURPOSE RECEPTACLE WALL MOUNTED JUNCTION 5OX (FLUSH WITH FINISHED WALL ) WATERPROOF JUNCTION BOX. ELECTRICAL POWER WHiP WITH b -FOOT LONG LEAD (NO J -BOX) RETRACTABLE POWER CORD (EC TO PROVIDE FINISHED CEILINtx) COLOR CODED DEFROST SYSTEM CIRCUIT WIRNFx (FROM REMOTE REFRIGERATION RACK LOCATION) COLOR CODED COIL CIRCUIT WIRING (MCI REMOTE ORATION RACK LOCATION) DOOR JAM HEATER (COMPONENT BY KEC.) ELECTRICAL POWER SWITCH. CAT -5 DATA CABLE OUTLET DUAL CAT -5 DATA CABLE OUTLET CAT -5 DATA CABLE OUTLET FULL BOX WITH CONDUIT SIXES AS INDICATED (PLUSH WITH FNISFEPD WALL ) 4/0 OCTAGONAL J -BOX (FLUSH WITH FINISHED WALL) EMPTY CONDUIT FOR COMUNICATION CABLING (VERIFY POINT OF ORIGIN WiT4 ARCHITECT) ELECTRICAL EXTENSION (FROM ROUGH -IN TO EQJIPMENT POINT OF CG N4ECTION) WATERPROOF FIXTURE MOUNTED SINGLE PUFPOSE RECEPTACLE WATERPROOF FIXTURE MOWED DOUBLE PURPOSE RECEPTACLE. PE -Whip EQUIRE T TO J -BOX AND /OR 5U8 -PSI- BY KEC. VAPOR PROOF LIGHT FIXTURE (COMPONENT BY KE.C, LIGHT BY E.C.) FLUOR.SCE74T LIGHT FIXTURE (COMPONENT BY K>r:c, LIGHT BY E.G.) FIXTURE MOUNTED SUBPANEL (COMPONENT BY KE.CJ ROPE LIGHT BY EC. HEATED vACUUM VENT I SEWED FOR CODE COMPLIANCE i APPROVED 1 MAR 2 nob �d i gam, BUILDING DIVISION_ ISION_ T: ALL P05 4 PRINTER CONDUITS POWER ROUTED TO P05 SERVICE PANEL BY E.C. FOR COMMUNICATION CABLE SEE SHEET K -5.1. ® E.G. TO PROVIDE 6" X 6" PULL$OX FOR CO2 FILL STATION +60" AFF. CONDUIT To 5E STUBBED OVERHEAD INTO MEZZANINE ABOVE 515 RACK LOCATION. CO2 LINE TO 5E RUN BY OWNER'S vENDOR E.G. TO EXTEND CONDUIT FLEX INTO MILLWORK WALL TO LOCATION NOTED. O (2) QUAD OUTLETS, (4) TOTAL DUPLEXES 6 +36" A.F.F. 0 (2) QUAD OUTLETS, (4) TOTAL DUPLEXES CLEAN POWER FROM FOS PANEL 6 12" APP. @ HEATED WINDOW FRAME TO BE WIRED NOT AND NEUTRAL (DUAL TWIN GAUGE BLACK WIRES). HEATED WINDOW PANE TO BE WIRED HOT NEUTRAL AND GROUND. E.C. TO WIRE POWER FOR ALL LiGHTS IN BACK BAR TO SWITCH LOCATED IN MILLWORK @ ELECTRICIAN TO PROVIDE BOX AND WIRE FOR TRANSFORMERS NAT POWER UP THE FRONT BAR LIGHTS. T riMark Ray Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 — 414 -1DOO FAX 949 - 474 -7298 E- VAIL:DRAWINCSOTRiVARXUSA.C91 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by arryone, in part or whole, without the written percussion of a Tr'unark Raygc l company officer. Any desired deviations to this plan must be approved in writing by Trvnark Raygal before such work is dare. It is the responsbTrty of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Weosuremerds on this plan are from available information. Trimark Raygal will not assume am responsibdrty for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job ate. All information on this plan for the genera: contractor or the general con— tractors subcontractors to perform (plunking, electrical, curbs, wafts, building openings, etc.) are for the sole purpose of equipment requirements: reference is made to the owner or architectural plans for engineering or fisting of items not voilW by Trimmk Raygal. Titlark Raygal will not assume cry respon— sibility for engineering thereof. M building work thereof shall be by the general contractor inducing all roughing —in and final connections and all runs to equipment and in— dud'Eng all fittings or any other parts materials or labor for such work. If any such work is in Trimark Raygd contract it all specifically be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Trimark Roygai contract and shall be provided by others. Trimark Raygal sill assume no responsibil ti y for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Meg, Health Depart ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Tamark Roygal. tieing this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Tramrk Raygal for wrr corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02 -21_08 ® PROGRESS PRINT 11 -30 -01 ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK rEmaz, acl SHEET NUMBER ❑ BID SET ❑ CONSTRUCTION SET d' cfR w w < � Q � a can er 9 I t Q w �I— o v� M M REC7TED MAR 17 2008 PEl iii GENTER DESIGNER : TRIMARK RAI DRAWN : TRIMARIK RRAYGAL CHECKED : TRIMAR'JK RZ4YGAL SCALE : 1/4" = 1' -0" JOB NUMBER : 5131 SHEET TTfLE BLEGTiRIGAL PLAN (%,ININ6B) 6.1.2 L , . :.s�:f::: :.�: :•: - -�i: t:.4;5'�. aY + +..: \r mil. i..:`SS.'aLil'r., • \ / \ 4' -1° ✓ r, 'P 249 I�C�I -I -IN RECEPTACLES HORIZONTALLY 12" 11" u 4 111 CONY. ET MOUNTED APP { LIFE SEE SHEET K -fill 1, 1 WAWINSWIJI "7 ( +144' ff 1J . 51 E C"'"""•l I 51 ALL ELECTRICAL REQUIREMENTS INDICATED IN T1 5E FLANS Ali FOR KECC. AND /OFD GOER SUPPLIED EQUIPh1ENT AS SHOULN cN K1 SERIES EQU1pMENT FLANS AND DESCRIED IN 1(2 SERIES EQUIPMENT 5c1 -EDUL S REFER TO THE ARCHITECTURAL FLANS, Tl-E ENSNEERIN6 DRAWMGS, AND THE GE =NERAL CONTRACTOR FOR ANY ADDITIONAL ELECTRICAL REQUIREMI5ITS. ALL ELECTRICAL DM( SHALL COMPLY WITH ALL APPLICABLE COPES AND /OR GOVERNIENTAL AGENCIES HAVING JLJRISDICTIoN OVER PROJECT LOCATION. 52 THE SYMBOLS SHOUN WITHIN THESE PANS INDICATE LOCATION AND TYPE OF RoL614 -1W CONFECTION ONLY. ELECTRICAL CONTRACTOR TD PROVIDE AND INSTALL CIRctIITS AND CONDUIT R NS AS REQUIRE:), AND IN ACCORDANCE WITH TIE ELECTRICAL ENGINEER'S DRAWINGS, AND car -RANG WiTH ALL APPLICABLE CODES AND/OR GOVERRVENTAL AGENCIES 144vIr6 JURISDICTION ovER PROJECT LOCATION. 53 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL SERVICES TO R0U6I -IN LOCATION AND FROM FoWfl -IN TO EQJIF E4T PONT OF CONNECTION, E LA50R, MATERIAL, WRNCs, SERVICE PITT GS, CONDUITS, CIRaCIJTt 51EAI(ERS, JUNCTION BOXES, OUTLETS, PLUGMOLPS, SWiTCI -IES, PULL 50X55, CONTROL, 5 4 4T- TRIPS, iEMA cCI ECTOiZS/ CaFIGURATIONS, LOCK -OUT DEVICES, PISCaNECTS, PANEL BOARDS, ETC. INCLUDING FINAL EQJiPMiENT CONFEGTioNS, AS REQUIRETa AND/OR FEcESSARY FoR FROM OPERATION OF RJRFIIS -ED EQUIPMENT. IN&ALLAT1014 SMALL MEET ALL APPLICABLE CODES OR GOVERN`fEFIT AGM IES NAMING JiIRISDICTION cF PROJECT LOCATION. 5.4 ELECTRICAL ENGNEERICONTRACTOR TO VERIFY ALL MoaRescs AND LOCATIONS OF OYER FURNIS EQIJIFtENT WITH OiLNER SELECTED SLMIER PRIOR TO ROUGMIR -IN ANT UTILITIES. 5.5 ALL MORIZoNTAL DIMENSIONS FOR ROUGH -INS ARE Mal FINISEED WALLS AND /OR BUILDING GRIDLINE TD cENTER LINE OF ROUGH -IN± UNLESS NOTED OTHERWISE WITHIN T1-ESE PLANS, OR N SU55Et ENT DETAILS. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE cc RoUGN -IN, AS INDICATED. ELECTRICAL CONTRACTOR NOTES 5.8 ALL EXPOSED ELECTRICAL WIRING TO 5E IN LIQUID TIGHT MATERIALS ITEM °iii CONY. OUTLET MOUNTED e +12" APP. 5.6 IT IS THE RESPONSi5ILiTT OF T1-E ELECTRICAL CONTRACTOR TO COORDNATE THE PLACEMENT GF ELECTRICAL ROIY. -I-NS WITE-I THE REQUIREMENTS OF THE OT1-ER NS-TRADES ELECTRICAL CONTRACTOR SHALL ALSO NOTIFY THE KEC. AND CORAL CONTRACTOR OF ANT DEVIATIONS Mal INFORMATION IN THESE FLANS ARM FROM FIELD CONDITIONS. 51 IT IS Ti•E RESFONSISILITY OF 11-E GENERAL CONTRACTOR TO VERIFY TIE LOCATION OF ELECTRICAL ROUGH -INS PRIOR TO THE SLAB BEING POURED, WALLS OR CEILINGS CLOSED, OR ANY OTI ER WORK DENG DONE THAT WOULD IMFEDE VERPICATION cF TR EE ACCURATE PLACEMENT OF ELECTRICAL ROUGH -N5, OR COORDINATION OF Tl$ REQUIREMENTS CF on-ER a -TRADES, UNLESS oThIERMSE SPECIF(EP. 15' -0" WHiPS (HOME RUN) STUB UP 24" A50VE FINISI.1ED BAR FLOOR. A) POWER FOR LIGHTS (1) 20.0 AMPS 5) POS POWER (1) - (ITEM # 200) 15' -0" WHIPS (HOME RUN) STUB UP 24" ABOVE FINISHED BAR FLOOR I) Tv CABLE (s GABLES) J) TV POWER - (2) 20.0 AMPS K) PROCESOR POWER - (2) 20.0 AMPS L) PROCESSOR CABLE - (2) GABLES 15' -0" WHIPS (HOME RUN) STUB UP 24" ABOYE FINISHED BAR FLOOR A) POWER FOR LIGHTS (1) 20.0 AMPS 5) POS POWER (1) - (ITEM * 200) ELECTRICAL NOTES BAR 3E �� -4 \ \, t f i ITEM 4 111 CONY. OUTLET MOUNTED • +12' APP. I 1 p * ALL WHIPS TO END AT SPECIFIC LOCATIONS IN MILLWORK, ELECTRICAL CONTRACTOR TO COORDINATE AND INSTALL TO FINAL LOCATIONS AND TERMINATE APPROPRIATELY. • rt HATCH L 1l . 11 Ei if SEElitlEET 60 II El II I I I! 5A 4 1 . a E.C. TO PROVIDE INTERCONNECTING WIRING BETWEEN ITEM # 1 REFRIGERATION RACK 4 ITEMS *12, 0 15 4 *218 EvAPORATOR COILS. SEE REFRIGERATION RACK SHOP DRAWING K -1.I. FOR ADDITIONAL INFORMATION. 0 POWER FOR REFRIGERATION RACK TO STUB -UP THROUGi -1 PiTCH- POCKET OUTSIDE OF RACK (SE K -7.1 FOR MORE iNFORMATION). O E.G. TO PROVIDE GFCI RECEPTACLE WITH WATER TIGHT COYER Q E.C. TO INTERCONNECT AMBER LIGHT CONTROL WIRING BACK TO DIMMER PANEL UNLESS OTHERWISE SPECIFIED. AMBER LIGHTS MOUNTED ON WALL OF COOLER Q E.C. TO CONNECT THRU WALK -iN BOX PANEL TO FIXTURES. ® E.C. TO INTERLOCK ITEMS S1, 101 4 119 EXHAUST AND MAKE -UP AIR FANS WIN SWITCH. MOUNTED ON FACE OF HOOD. ® E.C. TO INTERLOCK ITEMS 90, 4 I18 EXHAUST HOOD LiGHTS WITH SWITCH. MOUNTED ON FACE OF HOOD. • E.G. TO PROVIDE 6" X 6" PULL 5OX IN 3" CONDUIT RUN ABOVE CEILING ELECTRICAL NOTES (Th, ELECTRICAL ROUGH -IN SYMBOLS R • c4D-0 DUAL EMPTY CONDUIT FOR CCMJNICAT1CN CABLTh (VERIFY PONT OF ORIGIN WITH ARCHITECT) WALL MOUNTED SINGLE PURPOSE RECEPTACLE (FLUSH WiTH FINISHED WALL WALL MOUNTED DOUBLE PURPOSE RECEPTACLE (FLUSH WITH FINISHED WALL ) WALL MOUNTED) 4 -PLEX RECEPTACLE (FLUSH WITH FINISHED WALL ) PEDESTAL STYLE COUNTER MOUNTED DOUBLE PURPOSE RECEPTACLE WALL MOUNTED JUNCTION 5OX (FLUSH WITH FINISHED WALL ) WATERPROOF JUNCTION BOX. ELECTRICAL POWER WHiP WITH b -FOOT LONG LEAD (NO J -BOX) RETRACTABLE POWER CORD (EC TO PROVIDE FINISHED CEILINtx) COLOR CODED DEFROST SYSTEM CIRCUIT WIRNFx (FROM REMOTE REFRIGERATION RACK LOCATION) COLOR CODED COIL CIRCUIT WIRING (MCI REMOTE ORATION RACK LOCATION) DOOR JAM HEATER (COMPONENT BY KEC.) ELECTRICAL POWER SWITCH. CAT -5 DATA CABLE OUTLET DUAL CAT -5 DATA CABLE OUTLET CAT -5 DATA CABLE OUTLET FULL BOX WITH CONDUIT SIXES AS INDICATED (PLUSH WITH FNISFEPD WALL ) 4/0 OCTAGONAL J -BOX (FLUSH WITH FINISHED WALL) EMPTY CONDUIT FOR COMUNICATION CABLING (VERIFY POINT OF ORIGIN WiT4 ARCHITECT) ELECTRICAL EXTENSION (FROM ROUGH -IN TO EQJIPMENT POINT OF CG N4ECTION) WATERPROOF FIXTURE MOUNTED SINGLE PUFPOSE RECEPTACLE WATERPROOF FIXTURE MOWED DOUBLE PURPOSE RECEPTACLE. PE -Whip EQUIRE T TO J -BOX AND /OR 5U8 -PSI- BY KEC. VAPOR PROOF LIGHT FIXTURE (COMPONENT BY KE.C, LIGHT BY E.C.) FLUOR.SCE74T LIGHT FIXTURE (COMPONENT BY K>r:c, LIGHT BY E.G.) FIXTURE MOUNTED SUBPANEL (COMPONENT BY KE.CJ ROPE LIGHT BY EC. HEATED vACUUM VENT I SEWED FOR CODE COMPLIANCE i APPROVED 1 MAR 2 nob �d i gam, BUILDING DIVISION_ ISION_ T: ALL P05 4 PRINTER CONDUITS POWER ROUTED TO P05 SERVICE PANEL BY E.C. FOR COMMUNICATION CABLE SEE SHEET K -5.1. ® E.G. TO PROVIDE 6" X 6" PULL$OX FOR CO2 FILL STATION +60" AFF. CONDUIT To 5E STUBBED OVERHEAD INTO MEZZANINE ABOVE 515 RACK LOCATION. CO2 LINE TO 5E RUN BY OWNER'S vENDOR E.G. TO EXTEND CONDUIT FLEX INTO MILLWORK WALL TO LOCATION NOTED. O (2) QUAD OUTLETS, (4) TOTAL DUPLEXES 6 +36" A.F.F. 0 (2) QUAD OUTLETS, (4) TOTAL DUPLEXES CLEAN POWER FROM FOS PANEL 6 12" APP. @ HEATED WINDOW FRAME TO BE WIRED NOT AND NEUTRAL (DUAL TWIN GAUGE BLACK WIRES). HEATED WINDOW PANE TO BE WIRED HOT NEUTRAL AND GROUND. E.C. TO WIRE POWER FOR ALL LiGHTS IN BACK BAR TO SWITCH LOCATED IN MILLWORK @ ELECTRICIAN TO PROVIDE BOX AND WIRE FOR TRANSFORMERS NAT POWER UP THE FRONT BAR LIGHTS. T riMark Ray Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 — 414 -1DOO FAX 949 - 474 -7298 E- VAIL:DRAWINCSOTRiVARXUSA.C91 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by arryone, in part or whole, without the written percussion of a Tr'unark Raygc l company officer. Any desired deviations to this plan must be approved in writing by Trvnark Raygal before such work is dare. It is the responsbTrty of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Weosuremerds on this plan are from available information. Trimark Raygal will not assume am responsibdrty for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job ate. All information on this plan for the genera: contractor or the general con— tractors subcontractors to perform (plunking, electrical, curbs, wafts, building openings, etc.) are for the sole purpose of equipment requirements: reference is made to the owner or architectural plans for engineering or fisting of items not voilW by Trimmk Raygal. Titlark Raygal will not assume cry respon— sibility for engineering thereof. M building work thereof shall be by the general contractor inducing all roughing —in and final connections and all runs to equipment and in— dud'Eng all fittings or any other parts materials or labor for such work. If any such work is in Trimark Raygd contract it all specifically be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Trimark Roygai contract and shall be provided by others. Trimark Raygal sill assume no responsibil ti y for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Meg, Health Depart ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Tamark Roygal. tieing this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Tramrk Raygal for wrr corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02 -21_08 ® PROGRESS PRINT 11 -30 -01 ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK rEmaz, acl SHEET NUMBER ❑ BID SET ❑ CONSTRUCTION SET d' cfR w w < � Q � a can er 9 I t Q w �I— o v� M M REC7TED MAR 17 2008 PEl iii GENTER DESIGNER : TRIMARK RAI DRAWN : TRIMARIK RRAYGAL CHECKED : TRIMAR'JK RZ4YGAL SCALE : 1/4" = 1' -0" JOB NUMBER : 5131 SHEET TTfLE BLEGTiRIGAL PLAN (%,ININ6B) 6.1.2 • , 1 1 1 I ® 1 1 ® I I O I 111111 f m 1 1 RJ 1 1 1=1 24" X 24" FULL 130 EC TO CENTER PUN ;.4 3 "" HOLE IN COVER PLATE E MOElO CONDUIT RUNS t/ 1 1 1 1 1 S A. ALL Wow 5HOIIN to eE BY GEN coNT R (EXCEPT CONDUIT law AND PULL eon% To BE IRPNISHED AND INSTALLED 13T E.G.) O E.C. PROVIDE C U1 Ui'114 36' Mil. R14D. BE S ( Z ) FNISQED CEILING BY GC. C I TANG COCI ER CEILNG 1°ANE1. • 12 " 12° FULL BOX EC TO CENTER FUNC4 - 3" 1-IOLE IN COVER KATE END CAPS TO REMAIN ON ALL SODA CONDUIT UNDERGROUND CONDUIT RUN 20'-0" ENO CAPS TO REMAIN ON SODA CONDUIT PULLBOX SCHEMATIC DETALS SCALE NTS SCALE NTS st, r� 0 NO 11K11 eme I1 COMM' STUB-DOWN DUAL ALI UNDERGROUND CONDUIT RUN 2' - 3" SCALE NTS 6 I -3" t. \ y y 4 I i "...ZEN. 1 1 IBM 1/2' d) 1.. I I® 1 +, 1® 1 1 .! 1 1t NOTES: 4L ALL WoRK SHOW to BE eY GEN coNrR (EXCEPT coNDUrr RN AND PULL BOXES, TO BE FURNISHED AND INSTALLED BY EC) 0 e, LINE TIPJ TRY EL LL LS J O APPROVED) O FNI6F® CEILING O FBVI wn euILDING MU- 12" x f2" FULL mix BY EC. IW COMER ▪ MEW e NOTED) E. TO CENTER PINCH PROPER HOLE N COYER 1 PUJ BOX SCHEMATIC DET 1 5 G .1 ± I : 7; rr s r f / t i 1 1 II= 1 1® 1 1 ® 1 1 1 1 I 1 1 ® 1 1 m I 1 1 MN 11 rn 1 1 =II 1 1 1 1 MIN 1 1 r10 1 1 1 i 1 If 1 ' 11 : Rt.:. ,4,4% 1/2 \ t F YAi21E5 AFF TO CENTER OF PULL BOX tt it 11 0 p - .._.........._._.._....._._ te FINNED CEILING 6' X 10 FULL BOX BY EC. WI COVER EC. TO CENTER FINCH WAFER HOLE /14 COVER REVIEWED FOR CODE COMPUANCE APPROVED < >"- *. -- c --- L2 A. ALL WORK S14011N TO BE EY GIN CORM (EXCEFT CONDUIT RIM AND FULL BOXES, TO BE FURNISHED AND INSTALLED EY EC.) EC. TO PROVIDE RC1ND CONDUIT WM4 36' MIN RAD. Secs FACTORY ELLS NOT AI:PROVED. I SCALE NTS IRBL CONDUIT LEGEND ALL BEVERAGE CONDUITS RUN BELOW FLOOR TO STUB—UP © +10 BOTH ENDS TYPICAL. PROVIDE 3e RADIUS MINUMUM BENDS. L BELCWFLoore SODA CONDUIT TO TERMINATE AT SPECIFIED LOCATION AND SFECIFIED HEIGHT AEOVE FINISI-ED FLOOR WITH CAF. CAM TO EE CUT TO ALLOW A,CCESS FOR FINISHED EUILDING WALL CONDUIT NOTE A SEE CONDUIT FLAN FOR SIZE AND LOCATION OF CONDUIT R1345 EC. TO FROVIDE 3' DIA. coNour 111114 24' MN. RAD. EMS FOR INSULATED REFRIG. LINES MK (FACTORY ELLS NOT APPROVED) FINIS1-ED CEILING ® FINISHED ELIO-DING WALL 0 TRH CONDUIT R.1151 TO FACE OF WALL NI( TO 13E RIRNISI-ED AND INSTALLED EY E.C.) EC. TO FROVIDE CODUITtlA114 36' MIN. RAD. SENDS FOR ECM LINES (TYP). (FACTORY ELLS NOT AFFROVED) FNISHIED CEILING x NU. BOX sr Ea al/ covER EC. TO CORR FtNCN PROM HOLE N COVER NOTESt (VOEPT CCNDUIT RN AND FULL BOXES, TO BE FURNISHED AND INSTALLED EY E.C.) FROVIDE 36' MIN. RAP. 1313.05 • ocriour 0 wise) FLOOR tO END CAPS TO REMAIN ON CONDUIT. 4' DIA. CONDUIT FOR SODA LINES 4* DIA. CONDUIT POR SODA LINES FUN UNDERGROUND 3' DIA CONDUIT FOR CO2 FRCti FILL 6' DIA. UMW FOR BEER LINES RUN BELOW FLOOR 1/2' ti 1 t TriMark Raygal Faodservice Design, Equipment and Supplies 27 1 9 WHITE ROAD IRVINE, CA 92614-6269 This plan arld the designs herein are the sale properly of Trimork Roygal and may not be reproduced, changed or used by anyone, in part or wh*, without the written permission of a Trimark Raygal company officer. My desired &Mons to this plan must be approved in writing by Trirnark Raygal before such work is done. it is the responsibility of cmyone using this pion to road and beoome familiar with all information shovm hereon inclucilng any list of notes. Measurements on this plan are from available informarion. Trimork Raygal will net assume any resporiddity for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information Oil this plan wilh the Id site. All inforrncrtion on this plan for the general contractor or the generol con— tractor's subcontractors to perform (plumbing, electrical. curbs, walks, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the ovmer ar architectural plans for engineering or Dating of items not *Pity for engineering thereof. AS builemg work thereof shall be by the general contractor includthg d roughing—in and final connect= and all runs iD equipment and in— cluding all fittings or any other parb materials or later for such work If any such work is in Trimark Raygal contract, it will specifically be inckated on this plan; if I Es not specifically Indicated on this plan, it is not o part of Trimork Raygal contract and shall be provided by others. Trirnark Ram! will assume no nesponsitsTdy for work done by the general contractor or a subcontractor of the general contractor or ony changes made necessary by local codes (including: Builtring, Health Depart. ordinances. Fire Depart, etc.) or clrnges by the owner, waited or any other man outside of Trimark Ronal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate correctOns are made by Trirnark Remit tieing thb pion is admft— tance that all information an this plan has been examined and compared Oh other plans (examplir architectural plans) and orry inconsistencies, errors, ambiguities or omis— sions have ken repcited to Trim:irk Raygal for written condone before completing bids or commencing any work hereunder. No adational allowance will be made for such work unless ft is agreed before acceptance of bids. Numbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless speciflocdly intimated on this plan. 02 M PROGRESS PRINT 11-30-01 c) crte) iron E-4,4 O BUILDING DPI PLAN CHECK O BID SET O CONSTRUCTION SET MAR 1 7 2008 FE JOB NUMBER : 5131 SHEET TITLE SHEET NUMBER HEALTH DEPT. PLAN CHECK LLI u rR CO & 0 ce Lij 5 Liu LLI 5 1 5 0 /< 6.2.1 UNDERGROUND CONDUIT RUNS 6 X 6" PULL BOXES - 11 2 { - 1. :J2 : i . ,r= ...;_e . . f::yuxs' -:2::: _. e...... 24 x FULL. SOX 20' -On MAT LINE SEE SI-EET K -6. 2. 1 rein— 'i —IIwrN ii— iiars11 ii- 1119y11— — I , F L. £r ::9 LINI G01fDUl —4 r r r121177 TTi— 6IX FILL SOX r = - R. t-cr41 mrs PLAUCw-I 3" I-10L. E IN COVER PLATE if 12 "X12 "FULL SOX .EC TO CENTER r ;PUNCH 3" I-10LE '114 CAYER PLATE CONDUIT IE ®I II EMI l WW1 II — II ®II I I f I ; UNDERGROUND CONDUIT RUN UNDER CONDUIT I4 i it 1— 11® I 1 I 1® I I 1` ,\, ' tr vtaaiage ✓ I.-l)II— I t I I '.3 r t I 1 i ; l i i MATCH LICE SEE NOTES: A. ALL WORK SWIM TO BE Sr csEN CONVR (EXCEPT CONDUIT RN AND PULL BOXES, TO BE FUMISI- ED AND INSTALLED Br EC. Ea FOR 0 SOOPA LIMB CP) O ELLLS, �D) 0 i=1Nt84.IFD CBILINS C I FNISHED WILMS WALL ( q.) f2w x t2' FUU -13aX BY EC. al/ COYER mum, OTI4ERWISE NOTED) 0 EC. TO CENTER Pttla4 PROPER HOLE IN coma 1 ti I E f . ,r 2. 1 1/2' 0 O SOX SCHEMATIC DET. SCALE NTS -40 130ILDIG 011'1150). H SL - - - IFEL 1- - - ALL BEVERAGE CONDUITS RUN BOTH ENDS TYPICAL. PROVIDE CONDUIT LEGEND 4' DIA. CONDUIT FOR SOPA LINES RUN ABCNE CEILING 4' PIA CONDUIT FOR SOPA LINES RN L PERGROU4D 3' PIA. CONDUIT FOR CO2 FROM FILL STATION %!N BELOW FLOOR 6' PIA CONDUIT FOR BEER LINES ICI SELCW FLOOR 6' DIA. CONDUIT FOR ROOT SEER LINES RUN BELOW FLOOR BELOW FLOOR TO STUB --UP @ +12' A.F.F. 36" RADIUS MINUMUM BENDS. CONDUIT NOTE BELOW DOOR SODA CONDUIT TO TERMINATE AT SPECIFIED LOCATION AND SPECIFIED HEIGHT ABOVE FINISHED FLOOR WITH CAP. CAPS TO BE CUT TO ALLOW ACCESS FOR INSTALLATION OF SODA LINES. Tr iMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 — 4]4 — 1000 FAX 949 -474 -1298 E- YAIL.DRAMIRGS�TRIVARkUSA,C09 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, wfihaut the written permission of a Trimark Raygal company officer. Airy desired deviations to this *n must be approved in writing by Trimark Raygal before such work is done. it is the responsibility of anyone using this plan to read and become farnliar with all information shown hereon including any list of notes. Measurements on this plan are from available information, Trimark Raygal will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. M information on this plan for the general contractor or the general con — tractar's subcontractors to perform (plumbing, electrical, curbs, walls, buildmg openings, etc.) are for the sole purpose of equipment requirements: reference is made to the owner or architectural plans for engineering or listing of items not spared by Trine* RaygaL Trknmk Raygel wig not assume any respon— sibility for engineering thereof. Al bullring work thereof shall be by the general contractor including all roughing —in and final connections and a8 runs to equipment and In— cluding all fittings or any other parts materials or labor for such work. If any such work is in Trimark Raygal contract, b NM specifically be indicated on this plan: if it is not specifically indicated on this plan, it is not a part of Trimark Raygal contract and shag be provided by others. Trimark Raygal elfi assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes mode necessary by local codes (including: eugdmg, Health Depart ordinances, Fire Depart., etc.) or changes by the owner, architect or any other person out de of Tr nark Raygd with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections am made by Trimark Raygal. Using this plan is admit— tance that all irdorrnation an This plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sians haw been reported to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No additiond allowance will be made for such work unless it is agreed before acceptance of bids_ Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically ineRcatod on this plan. 02 - 21 - 0S ® PROGRESS PRINT ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK n ;Ent DESIGNER : ❑ BID SET O CONSTRUCTION SET MAR 17 2008 PEF v it GEN [B- DRAWN : TRIMARK R4YCAL CHECKED : TRIMARK. IRAYGAL SCALE : I /4" = 1' -ID" JOB NUMBER : 5131 SHEET TITLE BEVERAGE LINE CONDUIT FLAN (, INI NCa #B) SHEET NUMBER I�- W N co < � Oo. Q I Pmm- 5 1 5 Z H V � o N M M �O TRIMARK. IIAYGAL /< 2 . T riMark aygai Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 _ 474 — 1000 F A X 949 414 7298 E- YAIL;QRAWINCSOTRIRIMA,COY This plan and the designs herein are the sole property of Trimwrk Raygal and may not be reproduced, changed or used by anyone. in part or whole, without the written permission of a Trvnark Raygal company officer. Any desired deviations to this plan must be approved in writing by Trimark Raygei before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any fist of notes. Measurements on this plan are from arafieble information. Trimwk Raygal will not assume any responsibi Pty for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information an this plan with the job site. All Information on this plan for the gerceral contractor or the general con— tractor's subcontractors to perform (plumbing. electrical, curbs, walls, building openings, etc.) are for the sole purpose of Aquipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not suppGed by Trimark Raygot Trimmk Rand rot assume airy resecn— wbil3ty for engineering thereof. M building work thereof shall be by the general contractor including all roughing —in and final connections and all ours to equipment and in- cluding all fittings or any other parts materials or labor for such work If any such work is in Trinwrk Raygal contract, it will i specific* n this plo rl on not part if T is not specifically contract and shall be provided by others. Trimork Raygal etl mama no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: 8uid'mg, Health Depart. ordinances. Fire Depart., etc.) ar changes by the owner, anduTect or any other person outside of Trmark Raygd wi h authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trinark Raygal. Using this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Trtmmk Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical ports not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02-21-0S PROGRESS PRINT 11 -30 -01 ® HEALTH DEPT. PLAN CHECK iI BUILDING DEPT. PLAN CHECK ❑ BID SET ❑ CONSTRUCTION SET JOB NUMBER : 5131 SHEET NUMBER MAR 17 2000 PERviI'a GENIE' DESIGNER : TRIMARK IRAYCsAL DRAWN : TRII" L ARK R4YCAL CHECKED : TRIMARK RAYGAL SCALE : NOT TO SCALE SHEET TiTLE ELE .TSIGAJ.. NOT! / DETAILS X 6 ..5 _ .... .... .... ...... .. ... .e .� ..;,r. .. ,... ..,.��.:. .... .- ....x. .. :.:.. . .... .... . ....:. .. ..: - .._..1Kr �. a. .new :. a. - _ y r:-: -:..� ,�..... r.i-...,,.: _ .. "_ ..._. c r �., {:. ... _. _ .. .. ... a ..i . -�. �.,� .. ...- ...'. 4 " + "!'.. . _. . '+�«i'e� n- cc II II I ' y ID I �7t't�1 q 51 CONTROL I AN +,:S . sii.. ...ten .v= 9 .. d.. -na .Fr...- n..... t r ... Lcµ._ { <.: .;• :. 5. -a ..�5.. �= 5':.. _ _ .. . d .. � . - v LEGEND ELECTRICAL CONTRACTOR NOTES i ALL ELECTRICAL UIR F ENTS INDICATED IN THESE PLANS ARE FOR KEG. AND /OR OWNER &PFLIED EOURPhENT AS SHORN ON KI SERIES EQ A:TIEPNT FLANS AND DESCRIBED IN K2 SERIES EQUIPMENT $C EPULES REFER TO THE ARCHITECTURAL FLANS, THE OWNER EN INEERIT DRAMS, AND TI-E GENERAL CONTRACTOR FOR ANY ADDITIONAL ELECTRICAL REQUIREMENTS. ETNTS. ALL ELECTRICAL WORK SHALL COMPLY WiTH ALL APPLICABLE CODES AND /OR GOVEWENTAL AGICiES HAVING JURISDICTION OVER PROJECT LOCATION. 2 THE SYT�IBGL$ SHOIW WITTNN THESE PLANS INDICATE LOCATION AND TYPE OF ROUGH -IN ONLY, ELECTRICAL CONTRACTOR TO FVIDE AND INSTALL CIRCUITS AND CONDUIT RIMS AS REWIRED, iN ACCORDANCE WITH THE ELECTRICAL E?dGs9NEERS DRAWINGS, cGNIPORMMG IdATi -I ALL Ai'FLiCAI3LE CODES Ate /OR CrtOVEIENTAL AGRyGiES HA1x JURISDICTION OVER PROJECT LOCATION, 3 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL SERVICES TO ROUIGH -IN LOCATION AND FROM ROUGH -M TO EQUIPMENT FONT OF CONNECTION, E: LABOR MATERIAL, WIRING, SERVICE FITTINGS, CONDUITS, CIRCUIT BREWERS ACTION BOXES, OUTLETS, FLIZ TOLDS, SWITCHES, PULL (AXES, CONTROLS, SENT- TRIPS, t�MA CcCTORS/ CA4FIGUR4TION3, LOGO -GUT DEVICES, DiSC NECTS, PALL BOARDS, ETC. INCLUP FINAL ECI IIFMEIT CGNf4ECTIONS, AS REQUIRED AND/OR NECESSARY FOR PAR OPERATION OF FLIFNI i$D EGIII IT. INSTALLATION SHAD. MEET ALL APPLICABLE CODES OR GOVERMENT AGENCIES HAYING 4u sPICT1GN GF PROJECT LOCATION, ELECTRICAL EtaGI�EER/GONTRACTOR TO VERIFY AU- Mc�IIIRE iENT ACRD LOCATIONS CF c ff R FUMED ED EQUIP WITH GWNERa SELECTED SUPPLIER PRIOR TO ROUGHING -IN ANY UTILITIES. 3 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL SEPARATE CIRCUITS FOR EACH SELF CONTANED REFRIGERATOR AND /OR FAR, UNLE55 OTIEIISE SPECIFIED. 6 ELECTRICAL CONTRACTOR TO FURNISH MD INSTALL LOCKOUT DEVICE GN CIRCUIT BREAKERS CGNTROI L EXHAUST BLaLERS, MAKE-UP AIR FANS, ICE MAILERS, REFRIGERATION SYSTEMS AND FIFA FROTEGTIGP! SYSTEMS, UNLESS OTT$RIQSE SPEGIRED. 1 ELECTRICAL CONTRACTOR TO RRtISH AND INSTALL DEDICATED CIRCUIT IBECEPTAGLES W/ ISOLATED GROUND± AND EMPTY CONDUIT (MIN. DIA. I') W/J -BOX FOR DATA/CO IRCATION CABLES * ALL PD.5. DEVICE LOCATIONS VERIFY ALL REGilmsTs WITH OWNER AND/OR ouNER SELECTED VENDOR a ELECTRICAL CONTRACTOR TO RieNISH AND INSTALL 410 (OCTAGONAL) J -Box WITH in' DIA. EMPTY coos R15ER FOR FIRE SESSION SYSTEM REMOTE FULLSTATIGNS. CONDUIT TO EXTEND 6' ABOVE FMISIED CEILING AND R IEMAN ACCESSIBLE FOR FIR=_ SYSTEM CABLE FILLET INSTALLATION BY KEG. S ELECTRICAL. CONTRACTOR TO INTERLOCK El(HAUST PAN(5) AND MAKE-UP AIR PAWS) AND I tERCOtIECT MOTOR START/STOP SWITCHES WITH HOOD LIGHT SUflTCH(S) REFER TO ELECTRICAL AND H,VAC. EN I EERMr DRAM FOR C 1FLETE EXHAUST FAN R=QUII ITS. 10 ELECTRICAL CONTRACTOR TO RANISH AND INSTALL INTERLOCKING CONNECTION BETWEEN CGNDE4SATE MOOD EXHAUST MN AND DI514 MAC E ON/OFF COMOt 5, UNLESS On-EWE SPECIFIED. II ELECTRICAL �i� A N ALL H h IECT CONDUIT FROM ELECTRIC FIRED COOKits0 EQUiMENt, RECEPTACLES E ALL OTHER UCTRICAL maims UNDER EXHAUST HOODS. INSTALLATION SHALL MEET ALL APPLICABLE CODES OR GOYER�"TB{IT AGENCIES WAYIN6 JURISDIC11GN OF FROJECT LOCATION, SEE FiRE SYSTEM FEQUIR RTS DETAILS CN (K6 SERIES $BEETS) 12 ELECTRCAL CONTRACTOR TO FURNISH AND INSTALL CONDUIT, WIRING: AND I TERCatECTIGNS TO COLD STORAGE TD01 TELMER COIL, SOLENOID VALVE AND THERMOSTAT THRSJ DISCO CT SHED BY G). RN ALL SWITCH (SOLENOID VALVE, THERMOSTAT AND ELOIIER COIL FURNISHED KE RIGID CONDUIT ABOVE COLD STORAGE ROOM GELLING AND PENETRATE AT CONNECTION FONT MY. SEE EQUIPMENT R .ATED DETAILS ON (K6 SERIES 54a 13 ELECTRICAL. CONTRACTOR TO FURNISH AND WALL CONDUIT AND COLOR COPED DEFROST CONTROL CIRCUIT OOR M FROM FREEZER BLOWER C0111$) TO 1TER1NAL/T E CLOCK ON — VAPOR FROCP LIGHT FIX URES I (SEE ELECT. PLAN FOR QJAtNtrrr) i . A A / � � } , ,� VAPOR PROOF NTERIOR MIER J ; EXTERIOR LICIT SWITCH j O � 1 o EVAPORATOR COIL FAN MOTORS � ® Liam LINE swam IBLACK WIRE WY WHITE PAID R MOVEI 1 A 2 c> -.at • - © QT THERMOSTAT r o H ' 0 J - BOX BY EC. ° • . Yw�._: RAOLC , '? �• 1 VAPOR PROOF COIL DISCaGT Dte SWITCH BY E.C. I es000001 DEFROST 5YSTI:1 CONTROL TAd5 ( I I ' GRai r WIRING entaltalli o BY EC. +.- IMMr a EM T. REGO CONiDUIT RN ON TOP OF Tr ii- COLD STORAGE ROOM caLNGs BY E.C. 1, , ® l TAPE FOR DR AINLNE 0 (F zERa ONLY) \ �� j 0 OPTI suit TC --I ; © _ -b- WIGH 1EMPERATURE 4LAR"TS (l,L SPECFFIT D) .W,AANWL (WW CELT: g © 0 I no ens *uiflite, 101l 1M MMMOMIMNMMNM MMl1(lillfNtlF I .G I. COLD STORAGE ROOM BY KEC. BOXES ETC. ARE WPM LOOSE EC TO RIMS , AND INSTALL ALL 2. EVAPORATORS TO BE RIMISHIED COMPONENTS) ELECTRICAL CONTRACTOR COOLER EVAPORATOR FAN MOTORS FREEZER EVAPORATOR FAN MOTORS 3. EC. TO R WOW N EXTERIOR OF BOX FOR ROOF OF WALK N BOX SHALL IEE NIPPLES, CAULK ALL INTERIOR AND AND INSTALL ESCUTCHEON PLATES. 4. EC TO FINISH AND INSTALL NTERGO BETUEEM TIME CLOCK n REFRIGERATION CIRCUIT PER ORATION RACK CIRCUITS D) 0 1�, 1 YACIII'T VENT (1111-EN SPECIFIED) LIGHT FIXTURES, SWITCH BOXES, SWTcHEs, SPLICE FOR INSTALLATION BY ELECTRICAL- CONTRACTOR ACTING CQt4PUtt AND OR9NG AS REQ'D. WITH THERSOSTAT, SOLENOID AND c 1/OF SWITCH. lEa TO Wig TO INTERCONIsECT ELEC iRS1CAL SERVICE. RN CONTINUOUSLY AND DO NOT WIRE INTERNALLY TO T1-iERI1OSTAt CYCLE W/ DEFROST SYSTEM. ALL WO LIGHTS, COILS, ETC. PENETRATIONS 11U4 DOE IN SEAL TITE EC TO SEAL Ell FI'RANGS AND EXTERIOR PRE4ETF?ATiONS AND FLIfi 18H (t4LESS 8E QED) NI ECTINCs DEFROST COMM. CIRCUIT COPiDUIT AND UIRIN G .. RACK AND F UER EVAPORATOR COIL. N6TALL DEFROST MANUFACTURER'S SCHEMATIC. SCALE SCALE TABLE LIMiT SWITCH DIAGRAM SCALE ��L® ���9�1��� I� ®�1�/1 WIRING DUAL SCALE 0 0 0 O �:J 0 Q �\::JJ 0 _,.. --------- 0 RIEMAN =BMW ItIR FRE 5YSTl31 c4&El FI.IJZT "CALLA > © -) �- EIR41V M1514 CEILING G ` U -- E I fl _ - `E .a..�. 0 U3 — T R,4TIGN RES$GR RACK I ER TO (ICI SERIES) R4110N RACK ENGINEERING DRAWINGS FOR CONTROL, CIRCUIT SCH 1A11G DETAILS. CEFRICIE 14 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL $NTERCONNEGTIONS TO KEG. COLD STORAGE ROOM VIEWPORt T'EATER HIGH TEMP ALARI, LIGHTS, DOOR AND DRAINLINE IOW AS NECESSARY. RIN ALL RIGID MOTH ABOVE COLD STORAGE R�OCM CEILING AND FENE'tRATE AT COtIECT1GN PONT ONLY. SEE EQUIPMENT RELATED DETAILS GN (Kb SAES SI-EETS) B ELECTRICAL CONTRACTOR TO FOAM SEAL ALL UIT PENEIR2ATIGN$ 114R0161-1 COLD STORAGE COND ROCM CEILING PANELS TO PREVENT CO 4D I5ATION AND /OR BUILD - 16 ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL CONTINUOUS SURFACE MONIED PLUGMOLD UM RECEPTACLES AT 24' GN CENTER AT UNDERSIDE OP BARtOP, PROVIDE LENGTH INDICATED ON FLAN, LNI ES6 OTTE115E SPECIFIED. Tt It I G aIIG ATRON OR CERTIFICATES GF TO FILE RECOGNIZED NER SPEC IPROVIDED APPROVAL, AND ETC. FOR IOU �S EGIUIP ENT, 0.1-M SUCH TESTING A IALS ARE MOD, BY PREVAILINIG CODES OR GOVEf ENi AGENCIES HAVING JJRI5DICTIGN OVER PROJECT LOCATION. �, a � CO Q qQ � f� �,O C® APP RCA 4 _ ' ,tii� ` M ` , , i �. Citl 1j e 0LO l F DOO1161:3 ` 0 „g C PY/ a � � ' • ■ I CONDUIT I FOR ET FPULLET . 7 III _ FINISH FLOOR 7 i t OFFSET FINISH 0 OI AIR CURTAIN - Bl' KEC. 0 DOOR ACTIVATED MICRO_ SWITCH - FU R NISPED BY KEG. INSTALLED BY EC. -MOUNT MICROSWITC14 SO THAT ONLY FRESSUFE iS EXERTED at PLUNGER WHEN DOOR IS CLOSED K, I WLALI. 40 il>.I f i ® BUILDING WALL, DOOR 4 DOOR JAMB BY G.C. J - ® ,SEAL TIGHT CONDUIT AND WIRING BY E C. 0 INTERCONNECTING CONDUIT 4 LIGI-IT WRING FROM'I AIR CURTAIN TO SWITCH MICRO SWITCH BY EG. ti FAN INTERFACE BY B FOR BELOW LIFE SALTY UITO4 (AS R�EGUl�) RELAY (INSTALLED SY LINE AY ELi:CTRLCAL FIB (! $rO NOTE: ( t ) KEC TO R I6H AND INSTALL =ors n TO I NISH AND INSTALL ELECTRICAL 0 `� AM, DULL amass FROM G4BMt= t TO HOOD `J ACT TO M414AUST 4 SUPPLY AND REMOTE MAML4L FULL STATION 114ROLIGI4 MICR OSUITC1 (AS RECLINED LOGAT CNB AS NECESSARY 13Y LOCAL COD):). L9 KEC. RRNISFED AND i+STALLED CHEMiCAL PiPNG FR t A1"EREX GA6I ET TANK TO KTtC•E1N EQIIIFt'tETIT `.J CO 0111 13 AND PUL1 CABLE TO EXHAUST HOOD. SEE SHOP DRS FUSiBL.E UiNICS AT DWAUBT HOOD. 0 EG"i1R1CIAN TO PROVIDE AND INSTALL. E.C. TO FURNISH AND INSTALL ELECTRICAL »ICTION HOT BY EC:. VOLT CIRCUIT L. �CTiON TO 'SHUNT -TRIP' N TTG MAN RESET Y RELAY CONTACTORS SEWING ALL ELECTRICAL. THROUGI4 MINI ROSWAd ECLIIPNFl =INT AND RECEPTACLES HOOD 114ROUG14 MirrmosuTGaa. 4 AU M F/'sNISH AND INSTALL 4 TA 0 E.G. TO RUR4 44 AND INSTALL ELECTRICAL w AS UMW rTH TAt4AL(S). INTERCCIVECTqON! TO BUILDING ALARM SYSTEM THROtJtsH MICROS (5) E C. TO RJRNISFI AND INSTALL 4' OCTAGONAL �/ JU1ici101 BOX RUTH TABS AT 45' AND U2' DDIAMETER >Z O 1C.Ec. FURNISHED MANUAL RESET R7"f1"TYY CONDUIT UP TM Wl,4LL TO 12' ABOVE ELECTRICAL CC NiRAGTOR.) MOM) CEILING, ECrr TaiRaOUG 4 WALL BY ASSET (SEE DETAIL.) a MECHANIc,4i. GAS -OFF vALvE 6 KE R�4AS D G` ANA WALLED Pc. TO MALL 1"ECMANiCAL GAS MAMAl_ FULL (RAH MOM). SHUT - OFF UT - OFF vALvE AN ACCESSIBLE" �� AREA. ('PER CODE) IN GAS SUPPLY l J SNAP ACTION MICrR08WTOIES. Ups TO FOUR maw swan X34AUST, FOR EG t � C. SUPPLY TO d ell LIIE SM'l' AJ.Ai I. SC ntlTs 11 SCALE NTS SCI EMAT'IC DIA FOR SSION SYS TEME CTIIC GAS VALVE) s c A L E NTS AIR CURTAIN MOUNTING DETAIL SCALE Nis .. • - .. NOTE JUNCTION BOX BY EC. TYP. ORAN LNE THEATER EC. TO CONNECT DRAIN HEATER t0 TI' AND '4' TERMINALS OF EVAPORATOR TERMINAL BLOCK TAPE ca11EcTED FOR M WALK-IN PROVIDED BY I.2' AND ELECTRICAL BASE AND g I WALLED CONTRACTOR . ■.; .. : r BY v REF- ��ssss,a CONTRACTOR • �,' ;: : r IN Fan .- B B B B 0 0 B O W B D W D Q 11 M 'L ' re I L j/ , I ,f / it 1 11 ` H �I h 00 \ I i r ABBREVIATIONS DRAM HEATER TO 13E �' � -I- / LENGTH OF DRAM LINE r� CoPLTI�ActOR � WTN in' WALL ARMAFLEX PLUMBING NOTE: FREEZER COIL DRAIN LINE KIST BE INSTALLED I-1/2° FROM COOLER WALL To THE TTO TH>= COIR EMOVA PAN. F = FLOOR D NIC = N CONTRAC MANUFACTURES ATSSOCIATIGN FMR = FIXTURE MOUNTED RECEPTACLE OSV : OWNER SELECTED VENDOR FPM = PEET PER MINUTE OW = OWNER FS = FLOOR SINK POS : POINT OF SALE ac = ai NERAL CONTRACTOR PC : PLUMBING CONTRACTOR GPI-i = GALLONS PER HOUR SR = SINGLE PURPOSE RECEPTACLE GPM : GALLONS PER MINUTE SP = STATIC PRESSURE /J / JJJ JAA INSULATION PROVIDED d INSTALLED BY PC, AFTER INSTALLATION OF DR,4N RELATER (SLACK uI� L4rrE WARE O efseI WIRE 14P 1 - H RAIN ORS R MOTOR = WITH HYAC = I. EATiN3 VENTING AND OR WC = WATER COLUi°N AIR CITIONING G 1P ..,. • ... _ WINDOW SHADE RELAY CONNECTIONS LE S Guys BEER COOLER WINDOW HEATERS s E DRAIN LINE HEATER DETAIL SCALE T riMark aygai Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 _ 474 — 1000 F A X 949 414 7298 E- YAIL;QRAWINCSOTRIRIMA,COY This plan and the designs herein are the sole property of Trimwrk Raygal and may not be reproduced, changed or used by anyone. in part or whole, without the written permission of a Trvnark Raygal company officer. Any desired deviations to this plan must be approved in writing by Trimark Raygei before such work is done. It is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any fist of notes. Measurements on this plan are from arafieble information. Trimwk Raygal will not assume any responsibi Pty for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information an this plan with the job site. All Information on this plan for the gerceral contractor or the general con— tractor's subcontractors to perform (plumbing. electrical, curbs, walls, building openings, etc.) are for the sole purpose of Aquipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not suppGed by Trimark Raygot Trimmk Rand rot assume airy resecn— wbil3ty for engineering thereof. M building work thereof shall be by the general contractor including all roughing —in and final connections and all ours to equipment and in- cluding all fittings or any other parts materials or labor for such work If any such work is in Trinwrk Raygal contract, it will i specific* n this plo rl on not part if T is not specifically contract and shall be provided by others. Trimork Raygal etl mama no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: 8uid'mg, Health Depart. ordinances. Fire Depart., etc.) ar changes by the owner, anduTect or any other person outside of Trmark Raygd wi h authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trinark Raygal. Using this plan is admit— tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Trtmmk Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical ports not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02-21-0S PROGRESS PRINT 11 -30 -01 ® HEALTH DEPT. PLAN CHECK iI BUILDING DEPT. PLAN CHECK ❑ BID SET ❑ CONSTRUCTION SET JOB NUMBER : 5131 SHEET NUMBER MAR 17 2000 PERviI'a GENIE' DESIGNER : TRIMARK IRAYCsAL DRAWN : TRII" L ARK R4YCAL CHECKED : TRIMARK RAYGAL SCALE : NOT TO SCALE SHEET TiTLE ELE .TSIGAJ.. NOT! / DETAILS X 6 ..5 • _. - -.. .. ... -, .... ._. .... .... ., ... .. -.. .. ... ...r ... ..Y _ ,.. ... ...1 - .._.. .. - .J..if..• ... _... ,. _ .... .. ... .... ...... ...... ......,.. ..v..... ... ... .. ... .... .. MUNI- SYSTEM ALLOW 36" CLEAR AROUND UNIT - :`' ' - .."4- __ __,,� �,.. AIR i `` -:. .. ..... ..... f _ .r. - _...- .. -. -. . -.. -.- .F_ .. .r� _. .. ..n.l- 5 ,. . ., e...- . t. ._...,_. ,, k. ....i_...'f9su d"- �+ k..a. _v:i.,_s` ti..... v ..e .. � C.C. T O PROVIDE 6 Xfi PENETRATION FOR ELEC, . . , _ ..:�'. 'G+'_a N9 v - _a�, 1"' `.: FIXTURE INFORMATION .r v ...� e. . _,.- ,• :1 T' .ivy , �:5? : • t, '1� . Tai` r - a � � i. 5; .•.. . � - - _. :. .. . • ,s .. ... .. -s ... - - - .. ._ . �C. rs. ... _, ,. ,: .i.... .. ,_f ...r . .. t . ,.s v.. .t.... - ._.,. .. ... �. ... .._,. _ .. F . i ... �: } > a ... _. a� . r. s: • . ...: •. ..! '. . . . i.: • a � k � .. ws s'r ^.. ,..._ ..... ::�.: i: ` ,.i.. t o . To .... � .. .. 1r r.. -4�� .p:. .i. u:. i �'. + y. -::.:: -_ _ .� :� - --5'� POW�.R SUPPLY: 205 --230V 3PH r r CONNECTED LOAD= 52.0 AMPS COMPRESSOR INFORMATION COIL INFORMATION ' .,. .,, � . " ',� .,!:t 60HZ TIME CLOCK _•n �c•!? ..r , ;'?� +r . . �ii' .,. . . L • .. .. . . ,. FUSE MINIMUM ELECTRICAL INFO TOTAL LINE AMPS \.• •. .. [!�• ti ' °Y�" SIZE: AMPACITY= LINE SIZE CONNECTIONS AT THE RACK : = .:F±�:•Y�.��:4" .ir: . t'� "4 "ir ' } � ... M : ..... FNFvk. .� ,..�. .c -. ... .5''; isj�` Y3�v` .. -. 100 AMPS . . . 92.5 AMPS ACCESSORIES BASED ON FIELD CONDmONS CONNECTION TO RACK. I _ (/) DESCRIPTION m , a w w I-- - o ' ►� a : ly ' 6 r,„, I 1 cc .:........:.....:... w a MODEL .... ...... a: z RATING � 60 Hz MBH. '. � 95'F ( } , Q , 1 C� • RATING ® 60 Hz CL. 1-1-1 ° o L/7 U �i W `,6_,I8 � U aQ " U � W s ' o 0 U w m c.-3 z a - h- o Q c, w - tr � � a ``' a z _ verif Y �-. �iS,�J 5 ° X3,5' I �I ^ - -- 1 1 0 FAN HEATER 81.9 79.9 82.0 z o N � a J (" RLA LRA V PH RLA EA CH RLA TOTAL T TA FLA EACH FLA TOTAL V PH L1 L2 I CI 2 I CURB OPENING FOR L I A �, MI Walk - In Cooler 19.7 ® 20 404A. Ill © III C520K6E 3.DD 1 D.4 75.0 ......:....: 208 ©� III ..:....:...... E 2 � � 3.3 6.6 208 10.5 21.0 208 1 F.I. DTSXP240 . 21.0 21.0 1 1.4 1 1/8 ®: 3391 19.8 24" veri fy� I I REFRIGERATION LINES II I I IN ` t - ` a o B Walk -In Freezer $.3 -10 : -20 404A ZFO8K4E 2.5D 9.7 63.0 208 3 9.1 E : 1 LETO90 2.0 2.0 208 7.8 7.8 208 F.I. UTSXP240 9,7 11.7 11.7 7/8 3/8 9027 12" verify verify REFRIGERATION L RACK _ L �:`■ � ����� 3291 43.0 36" verify • ; I J r 5/8 1 86" ---58' D 130 : ' 29 ..... 35 20 404A H RS64C2E 075 77 370 20$ 1 74 4 By KaiRak 0.4 1.6 115 7.7 7.7 5 8 / 3 8 / 6801 9.0 9" 9 veri fY ver if Y 1 - . - : It _ <Zz _ `�`� - - ='�� � E .- F 37 37 Hoshizaki I /M #KM- 1601MRH -- --� 1 ----� ill --:■- . - 404A 404 • ■ ■ : 23,4 23.4 ' ■ - NI _ AMIE : ■ MEM .�. III • NI _------- II 1MR --.-- Ell 1111 --- --- 5/8 5/8 3/8 3/8 ` NM MI -� .----' 18" 1$' verify - ® MM. verify verify 1 PIECE GALVANIZED SHEET METAL G.C. WITH - Condenser Circuit Only -- o I • �Zo ESTIMATED WEIGHT (LBS.) 1.460 � : CAP BY ALL JOINTS WELDED SOLID. 2" UPTURN AT PENETRATIONS, AND 1 1/2" RIDGE DOWN CENTER OF CAP REQUIRED. 3/4 PLYWOOD BY G. C. PENETRATIONS BY REFRIG. CONTRACTOR I HENRY'S #208 WET PATCH ROOF . ,CEMENT (BY G.C.) - -- - _ •� --1111 --_-■_ -■ --� --_--_-_- III .MI -' * SYSTEM LARGER THAN TYPICAL BJ'S PROTOTYPE ____ _ - _ III IIIIIIIIIIII III MOM .- { � ROOFING MATERIAL TO RUN UP -_ `� "'ri L° PROVIDE 6 MOUNTING PADS TO BE () SHIPPED LOOSE I- .-.` � ---��_ �-- �;� -----��- Mill- =MEM �--- MK _ UNDER CAP CARDBOARD TAPED IN PLACE TO CONTAIN FOAM (BY REF. _ __EMMEILAIRffigin_ REFRIGERATION CONTRACTOR TO FOAM PENETRATION IN ROOF. �'■.MEI IIIINIIIIII „ „ A MULTI -- RAK #KMR -10A MINN � CONTRACTOR _-I. III _■ MI : .- -�:- SHIPPED WITH RACK .III R---1 MAIN DISCONNECT BREAKER SWITCH RAIN TIGHT FLEXIBLE CONDUITS BY ELECTRICAL CONTRACTOR CONTROL CIRCUIT WIRING CONDUIT 48" ELECTRICAL CONTROL I I PANEL POWER FEEDER - 1111 III MM. IMO' IN 1111111111 MIMI MEI MIR • ' a 0: 9.4 9.4 =---0 r ■� PLATFORM CONDENSER FAN MOTORS 2 Z :SCROLL H S D HERMETIC 0.75 MI © CRANK 4.7 HEAD 111 208 CONTROL : E H 0 ELECTRIC HOT (TIMED) GAS (TIMED) *SUPPLY F.I. -- FACTORY CODE INSTALLED TXV /T /S 9,4 9,4 � II % % % r � / / /�. �Z4 ,� _ -f _: WIRING CONDUIT PLATFORM ( BY G.C. ) FINISHED FINISHED ROOF PLATFORM DETAIL •-- TYPICAL ROOF IL GENERAL & REFRIGERATION CONTRACTOR NOTES: FOR CURBED OPENING FOR REFRIGERATION ONES REFERENCE ONLY �_ p °NR � MODEL N0. MAE2•• -•4E2 PRESSURE CASE HEATER - = C US SERIAL NO. . USTED CONDENSING UNIT T.B.D. © FAN SEMI- HERMETIC DISCUS CYCLE _ NOT SUPPLIED OR MANUFACTURES SWITCH .... _ ... ....... .. _ . BY KAIRAK MUST M - MANUFACTURER EQUIPPED (TXV/T /S) iC ®�� ' C.T.M. OFF CYCLE (TEMP.) T/S --- THERMOSTAT & SOLENOID BY KAIRAK L - EX sTAr SOLENOID SHI APPROVED - TXV EXPANSION T- SHIPPED LOOSE BY KAIRAK C &so OILS TO MA TCH VALVE SHIPPED LOOSE BY KAIRAK Inno :._ .......- -- - ROOF 1K93 FILE SA8705 _........... NOTE -ALL SYSTEMS ENGINEERED WffH R -404a REFRIGERANT. "COMPRESSOR I ANY BASES /COILS .... . , ... .....:.._..... .... .- _......... -... - ... ... . ..... . ...... ... .. ... __ . -... _..... BE EQUIPPED WITH R404a EXPANSION VALVE. " `� / I ;.:.. B ELECTRICAL I LI U CONTRO P ANEL - MOTOR PROTECTED UNDER PRIMARY SINGLE PHASE PROTECTION." - ICE MACHINE REMOTED CONDENSER LINE RUNS MUST NOT EXCEED 100' INSULATE ICE MACHINE DISCHARGE &DRAIN LINES. WARRANTY MAY BE VOID. r T �C�'�1 s 1 GENERAL 2. KEC PLATFORM 3. KEC 4. GC COMPLETION 5. REFRIGERATION KAIRAK 6. REFRIGERATION TO 7. REFRIGERATION FOR 8. REFRIGERATION TO E CONTRACTOR TO PROVIDE PLATFORM NTRA LATFORM AT CODE TO PROVIDE SHEET METAL CAP (W/ HAT SECTION) TO BE PITCHED FROM CENTER TOWARD SIDES TO PROVIDE PiTCH POCKET(S) IN THE PLATFORM TO BACK FILL OPENING WITH HENRY'S #208 WET OF REFRIGERATION PIPING. CONTRACTOR TO SET RACK ON PAD WITH TO SUPPLY APPROPRIATE NUMBER OF VIBRATION CONTRACTOR TO TAPE CARDBOARD IN CONTAIN TRIPLE EXPANDABLE FOAM. CONTRACTOR TO CUT PENETRATIONS IN REFRIGERATION UNES TO ENTER BUILDING. CONTRACTOR TO FOAM PROOF PENETRATIONS SEAL PENETRATIONS. SUGGESTED PLATFORM D HEIGHT. H WITH TO WITH PATCH PLACE PLYWOOD k. I GH PROMOTE 2 VIBRATION PADS I A WATER TIGHT SOLDERED JOINTS. WATER DRAINAGE. HIGH COLLAR. ROOF CEMENT AFTER PADS UNDER RACK. FOR EACH RACK. AT BOTTOM OF ROOF DECK AS REQUIRED WITH TRIPLE EXPANDABLE FOAM I L R -1 ITEM N REMOTE REFRIGERATION PACKAGE. ° I �s+z _ - THE REFRIGERATION PACKAGE SHALL BE PRE - ENGINEERED AND FACTORY ASSEMBLED UNiT, TRADE NAME "MULTI -RAK ", AS MANUFACTURED BY KA(RAK DIVISION OF I11N FOOD EQUIPMENT GROUP LLC, 500 S, STATE COLLEGE, FULLERTON, CA 92831. PHONE: (714) 870 -8661, FAX: (714) 870 -1977 E- mail:Engineering ®Kairakcom CONTRACTOR SHALL FURNISH AND INSTALL, WHERE SHOWN ON PLANS, ( 1 ) KAIRAK, U.L APPROVED "MULTI -RAK" AIR - COOLED REMOTE REFRIGERATION PACKAGE, MODEL KMR --10 , WITH CONTROL PANEL, 208 VOLTS, 3 PHASE, 60 HZ. REFRIGERATION SYSTEM SHALL BE HOUSED lannW 0 IN A WEATHER PROTECTED ENCLOSURE THE FRAME, ENCLOSURE, AND PANELS SHALL BE FABRICATED OF GALVANIZED STEEL ENTIRE FRAME SHALL BE PRE- AS SEMBLED, WELDED, CLEANED, AND PAINTED WITH A PRIME COAT OF ZINC CHROMATE THEN FINISHED WITH A COAT DF BAKED ENAMEL EPDXY BASED PAINT. THE COND SHALL BE SECTIONAL, REMOVABLE, MULTI - CIRCUITED WITH RIFLED TUBE SLOTTED FINNED AND SHALL BE DESIGNED FOR 20 ETD, CONDENSER FAN MOTORS SHALL BE MOUNTED ON THE TOP OF THE ENCLOSURE, 1. REFRIGERATION UNiTS o • _ s - A AIR - COOLED CONDENSING UNITS SHALL BE HERMETIC TYPE (COPELAND). EACH UNIT SHALL BE EQUIPPED WITH HIGH -LOW PRESSURE CONTROL, LIQUID DRIER, SIGHT GLASS AND HEAD PRESSURE CONTROL B, ALL COMPRESSOR UNITS SHALL BE NEW FACTORY ASSEMBLED TO OPERATE WITH THE REFRIGERANT SPECIFlED IN THE ENGINEERING SUMMARY SHEET. REFRIGERANT R -404a SHALL BE USED ON ALL COMMERCIAL TEMPERATURE UNITS AND LOW TEMPERATURE UNITS. 2. PRE - PIPING hAaxs �Q; 4vh'j �� I--- aesz� ----I REFRIGERATION LINES 'REFRIGERATION 1 I I nnnrthnen�, LINES TO BE RUN!! 11NSIDE OF RACK I L - - - _ Mall E A. ALL REFRIGERANT LINES SHALL BE EXTENDED TO ONE SIDE OF THE PACKAGE IN A NEAT AND ORDERLY MANNER. SUCTION UNE FOR LOW TEMPERATURE UNITS MUST BE INSULATED WITH ARMAFLEX (3 4" THICK). B, ALL TUBING SHALL BE SECURELY SUPPORTED AND ANCHORED WITH CLAMPS. C. SILVER SOLDER AND /OR SIL -FOS SHALL BE USED FOR ALL REFRIGERANT PIPING. SOFT SOLDER IS NOT ACCEPTABLE. D. ALL PIPING TO BE PRESSURE TESTED WITH NITROGEN AT 300 PSI. AFTER THE CONDENSING UNiT AND COIL HAVE BEEN CONNECTED, THE BALANCE o f THE sYSTEM SHALL BE LEAK TESTED WITH ALL vALVES OPEN. 3. CONTROL PANEL A B C D I ` - = -_ - -_ c REFRIGERANT PIPING CONNECTION SEQUENCE A. THE PACKAGE SHALL HAVE FACTORY MOUNTED AND PRE -WIRED CONTROL PANEL COMPLETE WITH MAIN DISCONNECT BREAKER SWITCH, COMPRESSOR CIRCUIT BREAKERS, FUSES, CONTACTORS AND TIME CLOCKS WIRED FOR SINGLE POINT CONNECTION. B. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL MAIN POWER UNES TO PANEL AND PROVIDE WIRE HARNESS WIRING FOR CONTROL AND DEFROST HEATER BETWEEN AND THE DEFROST CLOCK AND THE REFRIGERATION FIXTURES, ALL IN ACCORDANCE WITH THE WIRING DIAGRAM AND LOCAL CODES 4. SAFETY COALITION R -1 FOR I N STALLATI 0 N R-1 - :....:._..:...... .............,...-....:.-..:._._..-_.._......._...._._.:.......:.:...:... ...._..:.:..._......:..... PHYSICAL DATA ....- _. .........:......:.......:.._.._ - EFRIGERATION CONTRACTOR TO SEAL PENETRATION ONTR ACTOR „v .-REFRIGERATION ONTR UNIT MODEL NO, CONNECTIONS (In,) APPROX. SHIP WT, C1bsa EACH SYSTEM AND EVAPORATOR IS SHIPPED UNDER NITROGEN PRESSURE. USE CAUTION AND EXERCISE SAFETY AT ALL TIMES WHEN PREPARING FOR FINAL HOOK -UP. _ 5. EVAPORATOR COIL, INLET SUCTION EXT. EQUALIZER DRAIN INSULATED SUCTION LINE & LIQUID LINE SME090 1/2' OD 7/8' ID 1/4' OD 3/4' MPT 190 EVAPORATOR COILS SHALL BE DIRECT EXPANSION TYPE FABRICATED bF COPPER TUBES WITH ALUMINUM FlNS. ALL EVAPORATOR COILS SHALL_' BE PROVIDED WITH SOLENOID VALVE, THERMOSTATIC EXPANSION VALVE, AND THERMOSTAT. PIPED AND WIRED TO THE JUNCTION BO% FOR POSITIVE PUMP DOWN. INSULATED SUCTION LINE & LIQUID LINE-- IL TO SEAL PENETRATION DRANNLINE TO EXIT 45' @ BACK OF COIL. EXIT FROM FREEZER AT EARLIEST POSSIBLE l STRU ON j��� k. h AIR FLOW --� ..;; J ''''%�'� •J, //, , , J,�r JJ..... / //` UI A PER FT. 45' COIL AIR FLOW ( LOW TEMPERATURE ELECTRIC HEATER TAPED ON FREEZER BY REFRIGERATION CONTRACTOR COIL (Ori7 -- J '' J "' ' JJJJj� /r, ' ONLY SPIRALED AND DRAIN LINE ALL DRAIN LINES MINIMUM OF 1/2" +::'n, J � '' ''- REQUIRE FALL IRAINLINE TO EXIT AT BACK OF COIL. EXIT FROM FREEZER~ AT EARLIEST POSSIBLE DISTANCE. COPPER UNION TO BE BE SUPPLIED & INSTALLED BY PLUMBER. "P" TRAP PROVIDE AIR GAP BETWEEN s.12 33.2 6.13 1. G �NERAI, CONTRACTOR •-4 FLOW - AIR .• A CONTRACTORS SHALL VERIFY ALL DIMENSIONS ANI7 COORDINATE WiTH OTHER TRADES. B. GENERAL CONTRACTOR SHALL PREPARE AND WEATHER PROOF THE PLATFORM AND CURBED OPENINGS. 2. REFRIGERATION CONTRAXLTOI� (LOW TEMPERATURE ONLY) ELECTRIC HEATER SPIRALED AND TA PED ON FREEZER DRAIN LINE BY REFRIGERATION CONTRACTOR ALL DRAIN LINES REQUIRE A MINIMUM OF 1 /2" FALL PER FT. - `= __ "��'/ /� J..r, "► DISTANCE. COPPER UNION - 1C.) BE SUPPLIED & INSTALLED BY PLUMBER. "P" TRAP PROVIDE AIR GAP BETWEEN 7.7 13 ,4¢ A ALL COPPER TUBING TO BE REFRIGERANT GRADE A.C.R. OR TY B SILVER SOLDER AND /OR SIL FOS SHALL BE US - ED ON ALL REFRIGERANT PIPING. SOFT SOLDER IS NOT ACCEPTABLE. C. ALL PIPING TO BE PRESSURE TESTED WITH NITROGEN AT 3D0 PSI. AFTER THE CONDENSING UNIT AND COIL HAVE BEEN D. THE COMP SYS M SHALL HE SSYSTE W H BE LEAK ESTED WITH ALL VALVES OPEN. E. CHARGE, TEST, AND ADJUST EACH UNIT. _ F. REFRIGERATION CONTRACTOR TO PROVIDE AND INSTALL DRAIN LINE HEATER IN FREEZER TO BE CONNECTED 9Y ELECTRICAL CONTRACTOR G REFRIGERANT SUCTION LINES OUTSIDE OF REFRIGERATED COMPARTMENTS NOT RUN IN CONDUIT, SHALL BE INSULATED BACK . TO COMPRESSOR WITH ARMSTRONG ARMA' -•FLEX AP -25/50 FOAMED PLASTIC INSULATION OR EQUAL IN ACCORD WiTH DIRECTION OF THE MANUFACTURER. MINIMUM THICKNESS SHALL BE 1/2 INCH FOR COMMERCIAL TEMPERATURE AND 3/4 INCH - FOR LOW TEMPERATU E R 3. ELECTRICAL CONTRACTOR - `r,aohhhhhraorr . w :- _. - -_ :;,: =:. =�,, ' =;: • ' ll ! - ' ti '': =` ''" ' • . • � ,..- _. �_, "' -'' - . �• AIR NOTE: RUN EACH DRAIN SEPARATELY NOTE: RUN EACH DRAIN SEPARATELY . - ELECTRICAL REI wcERANT eN 12. COPPER DRAIN LINE AIM DRAIN & DRAIN LINE. COPPER DRAIN LINE DRAIN & DRAIN LINE. END PHYSICAL DATA A ELECTRICAL CONTRACTOR TO PROVIDE POWER FOR REFRIGERATION PACKAGE AND CONNECT CONTROL AND DEFROST SYSTEM AS CALLED FOR IN THE WIRING DIAGRAM. B. ELECTRICAL CONTRACTOR TO PROVIDE 4 -WIRE COLOR -CODED SERVICE FROM THE TIME CLOCK AT THE REFRIGERATION PA TO BLOWER COIL IN FlXTURE FOR AUTOMATIC DEFROST. C. ELECTRICAL CONTRACTOR TO CONNECT DRAIN -UNE HEATER IN FREEZER. D, ALL ELECTRICAL WIRING AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE WIRING DIAGRAM AND LOCAL CODES. 4. PLUMBING CONTRACTOR ���������������` j j � UNIT CONNECTIONS (In.) APPROX. •r ! l % � / / / / / //� r i F FLOOR SINK OR RECEPTOR CONDENSATE DRAIN (TYPICAL) MODEL NQ. INLET SUCTION EXT, EQUALIZER DRAIN SHIP WT, (lbs.) D FLOOR SINK OR RECEPTOR CONDENSATE DRAIN (TYPICAL) LET090 1/2' OD 7/8' ID 1/4' OD 3/4' MPT 64 c UNIT C 0 0 LE R D „ „ I AI L (SYS A B ) A. PLUMBING CONTRACTOR TO PROVIDE TYPE "M" COPPER DRAIN OR WALK -IN REFRIGERATION AND FREEZER, PITCHED 1/2" PREVENT FREEZING. TRAP DRAIN LJNE OUTSIDE OF REFRIGERATED SPACE TO AVOID ENTRANCE OF WARM AND MOIST AiR. _ B. PLUMBING CONTRACTOR TO PROVIDE INDIVIDUAL DRAIN LINE FOR EACH EVAPORATOR UNLE OTHERWISE CALLED FOR. . R- R- - R- I I- z A DESCRIPTION INITIAL RELEASE 0 O o,„,_ i_ Q C ® L.tj W v) Z Q L1J r w W I-- p W o .r..I o g 0 2: Lo0o W O co 0 co UWtrQ� 0 0 < o Q < w (.0 CL t7G w o_ I- r 01 DRAWN BY DRAWN BY r A. LAMUG DESIGNED BY A. LAM U G JOB NUMBER T.B.D. DRAWING NO. T.B.D. SHEET OF 2 SHL ib TrilViark Ra ygal Foodservic eD 9 r Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 1 E L 949 - 474 - 1000 FAX 949 -- 474 -7298 E- NAIL :ORAUNGSOIRIYARUUSA.001 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimark Raygal company officer. My desired deviations to this plan must be approved in wiling by Trimark Raygal before such work is done. It is the resporality of anyone using this plan to read and become famdlar with all Urformation shown hereon including any rust of notes. Measurements on this plan are from available infommUon. Trimark Raygal m7 not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. All information on this plan for the general contractor or The general con- tractors subcontractors to perform (phrnbing, electrical, verbs, wale, building openings, etc.) are for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of Rem not suppled by Trimark Ramat. Trim* Rayghd veil not assume any respon- shuirTy for engineering thereof. NJ building work thereof shall be by the general contractor including all roughing -in and final connections and all runs to equipment and in- cluding ali fittings or any other parts materials or labor for such work. If any such work is in Trima* Raygal contract it will specifically be indicated on this plan; if it is not specifically indicated on this plan, it is not a part of Trinhark Raygal contract and shall be provided by others. Trimark Raygal eflg assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (inciudinng: &slding, Health Depart" ordinances, Fire Depart, etc.) or changes by the rimer, adh ect or any other pers outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections ore mode by Trimark Raygal. Using this plan is atria- lance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis- sions have been reported to Trimark Raygal for mitten corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02- 21 -08 ® PROGRESS PRINT 11 -30 -01 ® HEALTH DEPT. PLAN CHECK ❑ BID SET MAR 17 2008 PEhiv;II CENTER DESIGNER : TRIMARC RAYC,4L DRAWN : TRI1 1ARIC RAYGAL CHECKED : TRIi1ARK RA`I - GAL SCALE : NOT TO SCALE JOB NUMBER : 5131 SHEET TITLE REFIR. I 6ER.AT I ON S`eS EM ZETA I LS SHEET NUMBER ❑ BUILDING DEPT. PLAN CHECK ❑ CONSTRUCTION SET UNIT MOLL CONNECTIONS (In.) APPROX. WT. (lbs.) INLET SUCTION EXT. EQUALIZER DRAIN SME174 1/2' OD 1 -1 /8' ID 1/4' OD 3/4' MPT 249 =ii_.. F ..... r_�. - -. _•`r.f:... ..ten:.. !tif!^.f: .:•.'..i.` :^ :!1�. - -..._ ...._, ±,.rv} "'.1 ;a`= :...- '.. - _ ;_ .. -i Y... :. .i - -2 �;d� 7�:�i -_.. _::fir �...�.. LEGEND: 1. DTFD - -- DEFROST TERMINATION /FM4 DELAY 2. DLH----DRAIN LINE HEATER 2(_40V 3. LSV - - -- LIQUID SOLENOID VALVE 4. ETC - - -- ROOM TERMOSTAT 5. FACTORY WIRING 6. FIELD WIRING 7. FAN DELAY AND DEFROST TERMINATION: * RED TO ° X ° * BLUE TO • t " " * BLACK TO F1 DRAIN UNE HEATER BY REFRIGERATION CONTRACTOR CONNECTION BY E.C. ETC • • • • • • $ • HEATERS 7.8amps R -2 FOR WALK -IN FREEZER SYSTEM "B" COLOR CODED DEFROST SYSTEM BLUE X ORANGE 4 BROWN 3 BLACK TERMINAL BLOCK LOCATED INSIDE ELECTRICAL PANEL AT THE RACK. FIELD WIRING BY ELECTRICAL CONTRACTOR SWITCH BY ! ELECTRICAL CONTRACTOR -TERMINAL BLOCK AT EVAPORATOR COIL GROUND SUPPLIED BY KAIRAK FROM 1 T O � 4'� TOTAL FAN o PS ELECTRIC DEFROST WIRING (DTSXP240) i COLOR CODED DEFROST SYSTEM X ORANGE 4 BROWN 3 BLACK TERMINAL BLOCK LOCATED INSIDE ELECTRICAL PANEL AT THE RACK. D WIRING A BY ELF_CTTRICAL CONTRACTOR DRAIN LINE HEATER BY REFRIGERATION CONTRACTOR CONNECTION BY E.C. ETC R--2 LSV III I L . I I IL__a nut COLOR CODED DEFROST SYSTEM BLUE X ORANGE 4 BROWN 3 BLACK NOM ETC !t LSV 3wPPEO LoIXE BEDE THE RACK. FED wi91W BY REMO. CONTRACTOR • MFD IYCONTRACTOR. -� -- -1� ELECTRIC DEFROST WIRING (DTSXP240) FOR WALK -IN COOLER DRAIN LINE HEATER BY REFRIGERATION CONTRACTOR CONNECTION BY E.C. r L _ ELECTRIC DEFROST WIRING (DTSXP240) FOR BEER COOLER LSV 1 I L__J MICH ELECTRICAL CONTRACTOR TERMINAL BLOCK LOCATED INSIDE EIECfRtCAL PANEL AT THE RACK. WIRNG BY FIELD CONTRACTOR r -- 1 r - SYSTEM "A" LEGEND: 1. DTFD - -- DEFROST TERMINATION /FAN DELAY 2. DLH- ---- -- -DRAIN UNE HEATER 240V) 3. LSV - - -- LIQUID SOLENOID VALVE 4. ETC - - -- ROOM TERMOSTAT 6. FACTORY WIRING NG 7. FAN DELAY AND DEFROST TERMINATION: * RED TO "X" * BLUE TO ° N" * BLACK TO ° F1" WIRING ELECTRICAL. CONTRACTOR 20..9amps l l I L _, # -I t, I i _1 Wi I - a- 1.- 4.1-4_ -- I SMEO9O SYSTEM "C" NOTE SME174 SUPPLED Eh' 12 CA L J GROUND GROUND .11.1105412 FROM 'F2' TO 4 F ore TIT FA N T AMPS 6.6 NOTE ETC 3 LEN EIIPFED LOOSE St813E 11E RACK. FED MULL BY RETRO. C•l1RACTOR • TL2 BY E ECTI5M COIRtACICGL DPOT SWITCH BY ELECTRICAL CONTRACTOR r TO MAIN POWER PANEL 208 -230V, 30, 60 Hz l -F- * =1- �.: a . . I • vii I� 20.9amps NOTE SME174 D � FIELD WIRING BY ELECTRICAL CONTRACTOR L2 L3 POWER PLAN GROUND citlfor TOTAL FAN AMPS 8.8 MEMO MAI N DISCONNECT 100A LEGEND: 1. DTFD - -- DEFROST TERMINATION /FAN DELAY 2. DLH--- -DRAIN UNE HEATER 40V) 3. LSV - - -- LIQUID SOLENOID VALVE 4. ETC - - -- ROOM TERMOSTAT 5. . FACTORY WIRING NG 7. FAN DELAY AND DEFROST TERMINATION: * RED TO "X * BLUE TO * BLACK TO hh1" ry C[ ? e5 do ;...,o LKTIMi1E. 30A SYSTEM I: II ariGitilel liMMI Ili: 1 J .Ysi •.i 4r:•if,:..- i, _�:�94s;N; ::,,r..,._: i•�t?�c:SaclN.xS :c vaa7i.H .. ,.,;:::1 :; -. )s; �.:.F:�S� �;._::!.f F xl•�.: a::45 -.r .i::iEni6t N414 'iF.:ai:3 farTMNCE O :1I14'1E' - 91 I iEWA llllll I TOM 27.5 PHYSICAL DATA UNIT • COOLER DETAIL (SYS. "C ") e Eon*, SYSTEM I;liA11.1 01 i :1 iI:IF7I7 L 000 N'5.:::r _ +r:i s;svn•:a� :Li �riu571.::r�^.�' {i �i �'3.. 'e re- .. .. :. ... ._ , ^:i "...._ : _�v °l:{.iL:l: '•.'. %.1 � s � ES:� I I I- - - - --I I . DDs-lo4 3 REFRIGERATION RACK COD ROOF OR HIGHER LEVEL P -TRAP EVERY 7' REFRIGERATION UNIT TYPICAL PIPING FOR VERTICAL RISERS REFRIGERATION LINE CI! 1:11 1 01E' . '1. 1.. 1 5A FAN FAN CYCLE SWITCH FOR T/M SYS. E 8. F Hoshlzakl KM- 1601MRH Ife)t:!.1:EXTTI..1• RED FC. CODE. COM LIA APPROV NR OW Cf - 1, 'REV LEVEL A DESCRIPTION DATE INITIAL RELEASE 11/21/07 priig z O U 0 O iL 0 I0 O 1- Q ! 0_ O 0 CD Z W Z CL W Q O Q - © tY W O O (I) 0 Wp_ < 0 0 CO c z I L-D OO ) 0 0 CL F- ,0 00% Ma I ME= MILSEEIBEn. 2 OF I . 1_ I'1 U) m JOB NUMBER T.B.D. DRAWING NO. T.B.D. SHEET 2 DRAWN BY A. LAMUG DESIGNED BY A. LAMUG r c co C) U z O w J LL SHrt I Nki TriMark Raygal i n Supplies Foodservice Design, c E Equipment and P P 9 qP 2719 WHITE ROAD IRVINE, CA 92614 -6269 T E L 949 - 474 - 1000 F A X 949 474 - 1 298 E- BAIL:DRA11INCSOTRIHRKUSA.000 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used EL T mink R in part or whole, without the written permission of oyga company officer. My desired deviations to this plan must be approved in writing by Trimaric Raygal before such work is done. ft is the responsibTity of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this piin me from ava1able information. Trimark Raygal will not assume any responsibility for the accuracy of such information. Fobricatora, contractors, etc. using this plan are to conform all information on this plan Or the job site. All information on this plan for the general contractor or the general con - tractor's subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) are for the sale purpose of equipment requirements; reference is made to the owner or archrtectuml plans for engineering or listing of vans not supplied by Triramt Rayg1L Trioth Raygal wN not ass= any respon- sibility for engineering thereof. Al building work thereof shall be by the general contractor including all roughing -in and final connections and all runs to equipment and in- cluding all fittings or any other parts materials or labor for such work. if arty such work is in Trimark Raygal contract, it will specifically be indicated on this plan; if It Is not specifically indcated on this plan, it is not a Lort of Trimark Raygal contract and shag be provided by others. Tnmark Raygal will assume no responsibiTrty for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes ('mcluoing: Building, Health Depart. ordinances. Fire Depart., etc.) or changes by the owner, architect or any other person cubicle of Trimark Raygal pith authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trim& Raygal. Using this plan is admit - tance that all informaion on this plan has been examined and compared with other plans (example: archRechuul plans) and any inconsistencies, errors, ambiguities or omis- sions have been reported to Trimork Renal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shag be provided by the plumber or electrician unless specifically indicated on this plan. 02 _21 - 0€3 IA PROGRESS PRINT 11 -30 -01 HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK r e s SHEET NUMBER ❑ BID SET JOB NUMBER : 5131 ❑ CONSTRUCTION SET LU LU 5 LU a , ce 0 IF,LJ u. LLI MAR 17 ZOOS PERMe i CENTER DESIGNER : TRIMARIC RAYGAL DRAWN : TRNMA1RC RAYGAL CHECKED : TRIMARIC RAYc AL SCALE : NOT TO SCALE SHEET TITLE s sIaERAkTION S'Y STEM I:PSTALS 7.2 ROOF MOUNTED REFRIGERATION RACK ROOF PAD SY G.C. YERIF"Y LOCATION W/ ARCHITECTURAL DRAWINGS. r 3r -11a CIHECK VALVE ON GLYCOL RETURN LINES PVC TUBING SURFACE MIMEO EO TO WALL PLATE IHEAT EXCHA ER I i s If 0 ? " 3 i I P / a to _ sxw.v�cP� .. ,.� t 1 ri �I i ^.i t L f 1 . 4 9 7 t . AVALVIAVIAl x it .... l i I --i I I I I r F� 1 f/I " / t. � f 7 1 1 r REFRIGERATION CONTRACTOR TO VERIFY REQUIR1EMENTS W/ OtLNER IE • J \ 7 / fI I I;! // ! r, S ri L / 4:4 SLAB / CURB & DEP. CONTRACTOR NOTES 1. GENERAL CONTRACTOR TO FURNISH AND INSTALL THE FOLLOWING ITEMS INDICATED at THIS SHEET UNLESS OTHER RASE SPECIFIED: 2. ALL DIMENSIONS SHOILN ON THIS 5FikET ARE FROM FINISHED WALLS, FLOORS AND /OR BUILDING GRDLIMES. INCLUDE ALLOWANCE FOR 11-11CME68 OF FINISH MATERIALS. SLAB / CURB & DEPRESSION SYMBOLS • LEVEL FLOOR DEPRESSIONS FOR COLD STORAGE ROOMS. • FLOOR DEPRESSIONS MD BLOCK OUTS KIR TROUGH DRAINS, FLOOR PANS AND /OR EGJIPh7EM AS NOTED. • LEVEL FINISID FLOOR SECTIONS AT DESIGNATED LOCATIONS. • FLOOR AND WALL SLEEVE/CORE PENETRATIONS • CONCREEMASONRY PADS, CURBS AND F'LATFOf 1S - ALL TO BE LEVEL RAISED PAD GENERAL CONTRACTORS TO FURNISH AND INSTALL ALL RAUGIH -IN REQUIREMENTS AS INDICATED SY ALL 5115OLS ON T1415 PLAN (UNLESS OTHERWISE NOTED) VERFY PLATFORM LOCATION WI ARCHITECTURAL DRAWINGS PLATFORM DETAIL COOS COMPLIANCE. ��.� APPS i ll BUILDI NG D1 CM SCALE 1/ 4 1-0" TriMark R Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614-6269 T E L 949 — 414 — 1000 FAX 949 - 474 -7298 E- RAIL:ORANIHCS@TRIYARKUSA.COY This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of a Trimark Raygal company officer. My desired deviations to this plan must be approved in smiting by Trimmk Raygal before such work is done. ft is the responsibility of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Trirnark Rayed will not assume any responsibility for the accuracy of such information. Fabricators, contractors. etc. using this plan are to confirm all information on this plan with the Job site. A➢ information on this plan for the general contractor or the general con— tractor's subcontractors to perform (plumbing, electrical. cabs, walls, building openings, etc.) are for the sole purpose of equipment requirements reference is made to the owner or architectural plans for engineering or listing of items not supplied by Tthnerk Raygol. Trimark Rayed mil not assume airy respon— sibility for engineering thereof. Ail building work thereof shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— clsding all fittings or any ether ports materials or labor for such work If any such work is in Trimark Raygal conboct, it wig specifically be: indicated on this plan; if it is not specifically indicated on this plan, it is not a pmt of Trimark Rayed contract and shall be provided by others. Trirnark Raygal all assume no responsibility for work done by The general contractor ar a subcontractor of the general contractor or any changes made necessary by local codes (including: Building. Health Depart. ordinances, Fire Depart., etc.) or charges by the owner, architect or any other person outside of Trimark Raygal with authority to the design. This plmi becomes void upon such changes and work cannot be completed unto the appropriate corrections are made by Trimark Roygal. Using this plan is adnnt— tmoce that all information on this plan has been examined and compared with other plans (example: arc !itscbaol plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing ar electrical parts not supplied with the equipment as a standard item stall be provided by the plumber or electrician unless specifically indicated on this plan. 02 - 2I - 08 IN PROGRESS PRINT 11 El HEALTH DEPT. PLAN CHECK 0 L1-03 JOB NUMBER : 5131 SHEET NUMBER ❑ BUILDING DEPT. PLAN CHECK ❑ BID SET ❑ CONSTRUCTION SET w h° Ce co w } w < a0 = Y crN j eCQ < cn w Q L11. Z 3 tin I R7 rJ7 MAR 17 2008 PEhiv ;l A iFi SHEET TITLE - 7 CONTROL PANEL'LFH' INSTALLATION DETAIL HOOD LIGHTS 115 VOLT N H A LIGHTS EXHAUST AIR BALANCING BAFFLE (EABB) INSTALLATION DETAIL NOTES: THE EABB IS DESIGNED TO BALANCE THE AIR VOLUME BETWEEN MULTIPLE HOODS ON THE SAME FAN. THE BAFFLE HAS THE CAPACITY TO CLOSE OFF UPTO 50% OF THE EXHAUST COLLAR, IF DUCT COLLARS ARE SHIPPED LOOSE, THE EABB WILL BE SIZED TO THE EXHAUST COLLAR(S) SPECIFIED ON THE HOOD EQUIPMENT SCHEDULE, EABB IS TO Be INSTAI I Fn AFTER THE DUCT COLLAR IS WELDED TO THE HOOD. ASSEMBLE BOTH BAFFLE FRAMES TO THE BAFFLE IN THE OPEN POSITION. LINE UP EDGE OF BAFFLE WITH EDGE OF OPENING, PLUG WELD THE FRAMES TO THE HOOD TOP OR BACK CONTROL N H FANS SWITCHES HOOD MOUNTED OR REMOTE HOOD TOP DUCT OPENING HOOD BACK COLLAR CENTER BAFFLE FRAME (ON HOOD BACK) DUCT COLLAR OFF THE BACK OF HOOD (FLOATING DUCT COLLAR) ENCLOSURE PANEL INSTALLATION DETAIL 5 /16" BOLTS PROVIDED BY GFC FASTEN TO WALL HARDWARE BY OTHERS CLAMPS HOOD TOP PROVIDED BY MANUFACTURER SUPPLY PLENUM HANGER BRACKET DETAIL 0 TYPICAL HANGER BRACKET 3.6 SUPPLY PLENUM LENGTH "C" CLAMP HOOD STANDING SEAM HANGING CLIP HANGING CLIP BOLTED TO PLENUM SHELL HOOD FRONT SUPPLY PLENUM SHELL NOT TO SCALE HOOD LENGTH I HEATER HANGING CUP HOOD HANGER BRACKET DETAIL ON HOODS OVER 120° REFERENCE SCALED DRAWING FOR ACTUAL LOCATIONS 40 26 SUP KIR CTRL eei. . ,_.,fir, 3.6 WASHER HANGER BRACKET 1/2" NUT BAFFLE FRAME (ON HOOD TOP) THREADED 1 ROD (1/2°) BAFFLE MACHINE SCREW WI NUT EXHAUST COLLAR FLUSH W/ BACK OF HOOD PROPRIETARY INFORMATION NOTICE This document is and contains confidential trade secret information of the company and remains property of the company and is to be returned upon request. Neither it nor information is contains may be reproduced or disclosed to persons not having a need-to-know consistent with the purpose of the loan document without written permission. 6 26 4 TYPICAL HOOD HANGING METHOD GENERAL DRAWING NOTES Verify building entry conditions or limitations for equipment access to space. Verify type and height of finished ceiling and if hood(s) may extend above finished ceiling (if required). Seismic installation and bracing of equipment is by others. Greenheck will not accept liability for problems that result from sub- standard installation. Including field electrical wiring that deviate from supplied diagrams, jobsite conditions (ductwork, fuel types and structural conditions) that GFC has not been notified of at the time of ordering. Or use of this equipment other than that for which it is designed. It is the responsibility of the purchaser to hire qualified I personnel for installation and start -up of all equipment. nstallation and start -up information is shipped with all equipment via the Installation, Operation and Maintenance Manual (IOM), also included is a troubleshooting guide. Have all start -up info available prior to any warranty claims and /or factory technical support. VENTILATION SYSTEM NOTES Greenheck ventilators are designed in compliance with all national codes: NFPA # 96, national electric code. BOCA, uniform mechanical code, international mechanical code, and southern building conference. See national evaluation report #436 for allowable values, and /or conditions of use concerning material presented in this document. Local codes may vary. It is the responsibility of the purchaser to submit drawings to local authorities. Exhaust and supply air volumes are to be maintained within -5% to +10% tolerance of values indicated. Static pressure(s) indicated are for the ventilator at the duct connection(s) only. The grease filter face velocities are based on the filter manufacturers recommendations for maximum greaseextraction. Inlet opening air velocities for waterwash, dry cartridge and high velocity cartridge filters manufactured by Greenheck are designed to deliver maximum grease extraction. Hoods installation (by others unless otherwise noted) shall be in accordance with NFPA # 96 and applicable building codes. 72.0 36.0 3.0 30.0 X 36.0 10.0 I-¢ 14.0 27.3 19.0 16416 1 FP 7.0h- -- II ---1.0 1r 1.0 5 S o CD 0 0 X Ems °0 u ig,x � m CO J 0 c U- N MARK: ITEM# 90 - SECTION '1 ELEVATION VIEW 'B -B' 11.0 321N. OC 30.0-- - 47.5 10.0 109.0 r 19.0 95.0 co a x O c0 �' O ID • C) aX C m 0 u MARK: ITEM# 100 - SECTION 1 PLAN VIEW MARK: ITEM# 100 - SECTION 1 ELEVATION VIEW 12.0 6.0 0 3" X 24" FILLER PANEL INTEGRAL AIR SPACE r 1 T -30.01 b I , 27.3 47.5 • MARK: ITEM# 90 - SECTION 1 PLAN VIEW 120.0 3.0 AIR SPACE 1-22. • 120.0 84,0 ABOVE FINISHED FLOOR 12.0 PERFORATED 24.0 AIR CURTAIN 30.0 8.0 1 z CO 0 co =X 0 Y W O o bi Ch o 0 X MI . J CD CD CD 48.0 11.0 10.0 UL LISTED LIGHT FIXTURE EXHAUST AIR BALANCING BAFFLE UL LISTED STANDARD BAFFLE FILTERS 52.5 7 V V A i 1 R INTEGRAL AIR SPACE 30VdS 21 /b' 7V MO1LNI LIVVd 1 ---15.0�1 321N. O 30.0 24.0 16.0 10.0 96.0 12.0 MARK: ITEM# 118 - SECTION 1 PLAN VIEW MARK: ITEM# 118 - SECTION 1 ELEVATION VIEW REMOVABLE GREASE CUP W/ CONCEALED GREASE TROUGH INTEGRAL AIRSPACE 105.0 12.0 60.0 12.0 8.0 � � r-2.0 � I ---6.0 MARK: ITEM# 90 SECTION VIEW 11.0 V 80 - 30.0-I 24.0 48.0 4.0 I 16.0 L - 00 "NI SE 0 L_• 10.0 4 J ti 39.5 33 IN. OC F--- 30.0 66.0 MARK: ITEM# 100 SECTION VIEW 'A -A' 11 3.0 14.0 48.0 4.0 10.0 254.0 158.0 MARK: ITEM# 118 - SECTION 2 PLAN VIEW 0 a E M co X c o o co 0 cr. -1 x v o CD � 7 EXHAUST AIR BALANCING BAFFLE UL LISTED STANDARD BAFFLE FILTERS REMOVABLE GREASE CUP WI CONCEALED GREASE TROUGH INTEGRAL AIRSPACE - I r 3.0 n = n z x 7 0, 0 U_ LI MARK: ITEM# 118 - SECTION 2 ELEVATION VIEW 62.0 132.0 UL LISTED LIGHT FIXTURE Y 0 a d o zo _C -§ X CD :f 7 a) C'] • LI. J 0 U_ U_ 12.0 L-19.0---I ,jF91812: 47eCWIWWJ: W I �fdR'•Rf :" 4 11ZWIEMLSI3l9LGIA • 10.0 66.0 PERFORATED AIR CURTAIN REAR INTEGRAL AIR SPACE 0 I-� 30.0 4.0 • -1 r30-1ao 12.0 24.0 84.0 ABOVE FINISHED FLOOR I- W 10.0 39.5 -- 12.0 11982 Salamander Fuel Type: Gas 36" L X 18" H 14178 11982 11982 11982 11982 Salamander Fuel Type: Gas 48" L X 18" H 11982 14178 1 1 FP 120.0 14.0 CONTROL PANEL TYPE 1 KITCHEN HOOD HOOD NO. HOOD NO. 1 ILLUMINATION DETAILS FIXTURE TYPE BULB /LAMP INFO INCANDESCENT (GLOBE) 100W A19 (BULB NOT INCL) CITY 3 INTENSITY FT CANDLES 28.49 / 35 IN. OC GREASE FILTRATION DETAILS TYPE / MODEL MATERIAL BAFFLE STAINLESS STEEL QTY 4 2 LENGTH 16 IN. 20 IN. HEIGHT 20 IN. HOOD SECTION # COLLAR # 1/1 TOTAL EXHAUST CFM - SECTION 1 EXHAUST PLENUM COLLARS DISTANCE TO END (IN.) 52.5 WIDTH (IN.) 12 LENGTH (IN.) 12 DIAMETER (IN.) NA VOLUME (CFM) 1641 S.P. (IN. WC) 0.415 VELOCITY (FT /MIN) 1641 1641 o 188 CFM / FT HOOD SECTION # PLENUM LOCATION COLLAR # 1 / FRONT I I 1 /FRONT /2 EXTERNAL SUPPLY PLENUM COLLARS DISTANCE TO END (IN.) 30 90 WIDTH (IN.) 8.00 8.00 LENGTH (IN.) 16.00 16.00 DIAMETER (IN.) NA NA - FRONT AIR CURTAIN SUPPLY (ASP) PLENUM VOLUME (CFM) 657 657 S.P. (IN. WC) 0.0772 0.0772 VELOCITY (FT /MIN) 739 739 1313 131 CFM /FT TOTAL SUPPLY CFM - SECTION 1 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #MH11726 BACK INTEGRAL AIR SPACE - 3 IN WIDE RIGHT NON - INTEGRAL FULL FINISHED END AIR SPACE - 3 IN WIDE 12 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED HIGH PROXIMITY EXTERNAL SUPPLY PLENUMS FACTORY MOUNTED EXHAUST COLLAR(S) EXHAUST AIR BALANCING BAFFLE(S) - (EABB) FACTORY MOUNTED SUPPLY COLLAR(S) LEFT UTILITY CABINET - 24 IN HIGH 48 IN LONG 12 IN WIDE INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY 3.0 24.0 30.0 24.0 GHEW -8.75-S SINGLE WALL EXHAUST ONLY WALL CANOPY 48.0 62.0 14.0 I 120.0 GREENHECK MODEL STYLE / CONFIGURATION 12.0 24.0 84.0 ABOVE FINISHED FLOOR SUPPLY PLENUM MODEL NO. ASP -109 -S PERFORMANCE SUPPLY (TOTAL) SUPPLY PLENUM MODEL NO. ASP -72 -S PERFORMANCE SUPPLY (TOTAL) MODEL NO. ASP -96 -S PERFORMANCE SUPPLY (TOTAL) MODEL NO. ASP - 158- -S PERFORMANCE SUPPLY (TOTAL) MODEL NO. ASP -48 -S PERFORMANCE SUPPLY (TOTAL) EQUIPMENT SCHEDULE 4.0 PERFORATED AIR CURTAIN HOOD DIMENSIONS SECTION WIDTH HEIGHT LENGTH 105 IN. 48 IN. OPTIONS AND ACCESSORIES EQUIPMENT SCHEDULE LENGTH (IN) (CF 1400 LENGTH (IN) (CFM) 875 109 72 SUPPLY PLENUM LENGTH (IN) 96 V ( C Fm) 1328 SUPPLY PLENUM LENGTH (IN) 2026 660 UL LISTED LIGHT FIXTURE 158 ( C"U M) LENGTH (IN) 48 V (CF U M) (IN WC) 0.270 (IN WC) 0.170 (IN SP WC) 0.270 (IN WC) 0.270 SUPPLY PLENUM (IN WC) 0.270 24 IN. EXHAUST AIR BALANCING BAFFLE UL CLASSIFIED TWO STAGE FILTRATION SYSTEM REMOVABLE GREASE CUP W/ CONCEALED GREASE TROUGH INTEGRAL AIRSPACE MARK: ITEM# 118 (LAST HOOD IN ROW) SECTION VIEW te e.. _:...S . -a..:: t'::..... -s ..:.1:;. xl WIDTH 14 WIDTH (IN) 14 WIDTH (IN) 14 WIDTH (IN) 14 WIDTH (IN) 14 GREASE CUP OR DRAIN LEFT DUCT COLLAR SIZE (IN) (2)10" X 30" II MARK.I-rEM# 1 DUCT COLLAR SIZE (IN) (1)10" X 30" K: 1 - 1 - EM # 1 DUCT COLLAR SIZE (IN) (2)10" X 30" DUCT CO SIZE (IN) (2)10' X 30" DUCT (IN) (1)10" x 30" HOOD TEMP. RATING 600 DEG F RECOMMENDED HANGING HEIGHT = 84" FROM FINISHED FLOOR TO LOWER EDGE OF HOOD. LI OTHER HANGING HEIGHT = " FROM FINISHED FLOOR TO LOWER EDGE OF HOOD. HEIGHT (IN) 10 336 HEIGHT (IN) 10 COLLAR VEL • T (FT/ M) 420 HEIGHT (IN) 10 DUCT CO VEL (FT/M) HEIGHT (IN) 10 VE L (FT/ M) 486 HEIGHT (IN) 10 VEEL� °� 317 TOTAL WEIGHT 306.0 LBS. MARK:# 100 ASP FRONT 18 ASP FRONT MARK ITEM# 90 LEFT SECTION LOCATION SINGLE QTY. WEIGHT (LS) 163.5000 DUCT • (FT /M) / M) � (FT/ M ) N/A 00 ASP LEFT I QTY. WEIGHT (LB) 108.0000 VEL (F /M) N/A WEIGHT (LB) 144.0000 FILTER EAC N/A WEIGHT (LB) 237.0000 N/A K: ITEM# 118 ASP RIGHT END I QTY. WEIGHT 72.0000 FILTER FACE N/A HOOD HANGING HEIGHT FOR FIRE SYSTEMS VERIFICATION OF HOOD HANGING HEIGHT ABOVE FINISHED FLOOR (A.F.F.) IS REQUIRED FOR CORRECT PLACEMENT OF FIRE SYSTEM NOZZLES. TYPE 1 KITCHEN HOOD HOOD HOOD NO. 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED W/ OUT EN0-IAUST FIRE DAMPER - UL #MH11726 BACK INTEGRAL AIR SPACE - 3 IN WIDE 12 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED FACTORY MOUNTED EXHAUST COLLAR(S) EXHAUST AIR BALANCING BAFFLE(S) - (EABB) INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY SDR #10700000 - 3"X24" FILLER PANEL ON HOOD RIGHT BACK CORNER TYPE 1 HOOD NO. 2 HOOD NO. CONSTRUCTION COMPUES NFPA 96 GREENHECK MODEL STYLE / CONFIGURATION SINGLE WALL EXHAUST ONLY WALL CANOPY FIXTURE TYPE BULB / LAMP INFO INCANDESCENT (GLOBE) 100W A19 (BULB NOT INCL) HOOD SECTION # COLLAR # KITCHEN HOOD GREENHECK MODEL STYLE / CONFIGURATION GGEW-8-S SINGLE WALL EXHAUST ONLY WALL CANOPY SINGLE WALL EXHAUST ONLY WALL CANOPY FIXTURE TYPE BULB / LAMP INFO INCANDESCENT (GLOBE) 100W Al 9 (BULB NOT INCL) INCANDESCENT (GLOBE) 100W Al 9 (BULB NOT INCL) HOOD SECTION # COLLAR # TOTAL EXHAUST CFM SECTION 2 2 POSITION FAN SWITCH QTY 1 2 POSITION LIGHT SWITCH - QTY 1 2 POSITION (HEAT) SWITCH - QTY 1 FIRE SUPPRESSION SYSTEM MANUFACTURER / MODEL SUPPRESSANT TYPE AMEREX KP WET CHEMICAL REV 48 ITEM# 100 SECTION 1 - (LENGTH 95.0 IN.) ITEM# 118 SECTION 1 - (LENGTH 96.0 IN.) 1TEM# 118 SECTION 2 - (LENGTH 132.0 IN.) ITEM# 90 SECTION 1 - (LENGTH 105.0 IN.) QTY 3 DISTANCE TO END (IN.) 47.5 QTY 3 4 DISTANCE TO END (IN.) EQUIPMENT SCHEDULE SECTION LENGTH 95 IN. ILLUMINATION DETAILS 96 IN. ILLUMINATION DETAILS HOOD DIMENSIONS WIDTH HEIGHT WIDTH (IN.) 12 (IN.) 12 72 IN. INTENSITY FT CANDLES OPTIONS AND ACCESSORIES SPECIAL DESIGN REQUESTS EQUIPMENT SCHEDULE HOOD DIMENSIONS GREASE SECTION CUP OR WIDTH HEIGHT LENGTH DRAIN 48 IN. INTENSITY FT CANDLES LENGTH (IN.) 19 LENGTH (IN.) 15 66 12 19 24 IN. 24 IN. 24 IN. OPTIONS AND ACCESSORIES 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #MH11726 BACK INTEGRAL AIR SPACE - 3 IN WIDE 12 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED FACTORY MOUNTED EXHAUST COLLAR(S) EXHAUST AIR BALANCING BAFFLE(S) (EABB) RIGHT UTILITY CABINET 24 IN HIGH 48 IN LONG 12 IN WIDE INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY SPECIAL DESIGN REQUESTS FLOW POINTS 34 UTIL1MD 44 AVAILABLE SPECIAL DESIGN REQUESTS SDR #K0700000-1 - ADD (1) ADDITIONAL MICROSWITCH SDR #K0700000-2 - DO NOT PROVIDE METAL CAPS ON PIZZA OVEN SDR #K0800000 - PUT ADDITIONAL TANKS IN ITEM# 90 HOOD CABINET DESCRIPTION SUPPLY LINE CONTINUOUS BJ'S SEATTLE, WA (SOUTHCENTER) HOODS DotoLio GREASE CUP OR DRAIN LEFT GREASE FILTRATION DETAILS TYPE / MODEL MATERIAL BAFFLE STAINLESS STEEL EXHAUST PLENUM COLLARS DIAMETER (IN.) NA LEFT RIGHT DIAMETER (IN.) NA GREENHECK HOOD TEMP. RATING 600 DEG F VOLUME (CFM) 2831 EXHAUST PLENUM COLLARS HOOD TEMP. RATING 600 DEG F 600 DEG F FIRE SYSTEM PROTECTED HOOD(S) (UL-300) (MARK NAME / SECTIOIA QTY 2 TOTAL WEIGHT 348.0 LBS. 16 IN. 20 IN. S.P. (IN. WC) 0.737 2831 358 C,FM / FT TOTAL WEIGHT 280 LBS. 385 LBS. GREASE FILTRATION DETAILS TYPE / MODEL MATERIAL GREASE GRABBER STAINLESS STEEL GREASE GRABBER STAINLESS STEEL VOLUME (CFM) 2250 DETECTION WIN BY QTY 6 0 7 2704 1.156 I SDR #K0700000 - 36" SALAMANDER STARTING ON RANGE RIGHT END EXTENDING OVER PASTA COOKER SDR #K0700000-1 - 48" SALAMANDER STARTING ON GRIDDLE RIGHT END EXTENDING OVER TABLE PNEUMATIC TUBING FULL INSTALLATION (INCLUDES PRE-P1PED HOOD(S) WITH DETECTION AND FACTORY COORDINATED INSTALL) SUPPRESSION AGENT - INCLUDED - 15 GAL. - [(4) 3.75 TANK(S)] GAS VALVE - INCLUDED - MECHANICAL SHUTOFF VALVE, 3.00" (AMEND() - PART# 13783 LOW PRESSURE ALARM FOR PNEUMATIC RELEASE MODULE - INCLUDED - DISTRIBUTOR INSTALLED REMOTE PULL STATION - STANDARD - INSTALLATION AT SINGLE POINT OF EGRESS METAL BLOW-OFF CAPS - INCLUDED FIRE SYSTEM PERMIT - REQUIRED - FEE INCLUDED 0 APPROVED AS SUBMITTED O APPROVED AS NOTED O REJECTED - REVISE AND RESUBMIT MARK 1TEM# 100 SECTION SINGLE LENGTH HEIGHT LENGTH HEIGHT S.P. (IN. WC) 1.443 MARK: ITEM# 118 20 IN. 16 IN 20 IN. 2704 246 CFM / FT SUBMITTAL Please return one approved print to your Greenheck Representative including signature, date, and answers to all submittal "verify" notes and questions. Fabrication will not begin until after approved drawings are received. 1/2" = 1' 20 IN. VELOCITY was SECTION LOCATIO LEFT RIGHT VELOCITY 1708 MARK: ITEM# 102 FIRE MOUNTING RIGHT END UTILITY CABINET DATE DATE LJM w ""6"1781 6A TriMark Raygal Foodservice Design, Equipment and Supplies 271 9 WHITE ROAD IRVINE, CA 92614-6269 This plan cmd the designs herein are the sole property of Trimark RCIY9al and may not be reproduce!, changed or used by anyone. in part or whole, without the written permission of a Trimark Raygal company officer. Amy desired deviations to this plan must be approved in twit:1g by Trirnark Raygal before such work is done. It is the responsthility of anyone wing this plan to read and become forruTior with all informcnion shown hereon Including any list of notes. Measurements on this plan are from available infonnotion. Trimark Rcrygai not assume arry responsibilRy for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan wilh the Job site. AA information Oft this pkm for the general contractor or The general con- tractor's sulxiontroctors to perform (plumbing, electrical, curbs, walls, buiding openings, etc.) are for the sole purpose of equipment requiremente reference is made to the owner or architectural plans for engineering or fisting of items not suppied by Trknark Triad( Rem! et nut mane any respcn- sibiay far engineering thereof. kJ building work thereof shall be by The general contractor inducting all roughing-in and final connections and all runs to equipment and in- clang all fittings or any other parts materials or labor for such work. tf any such work is in Temark Raygal contract, it will specifically be incficated on this plan; if it is not specifiatty incricated on this plan. it is not a port of Trimork Roygal contract and shall be provided by others_ Trimark Ronal mll assume no responsthiay for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (includin; Building, Health Depart. ordinances, Fins Depart, etc.) or changes by ths miner, architect or any other peso outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed unbl the appropriate corrections are mode by Trimark Ramat Using this plan ie admft- tance that all information on this plan has been examined and compared with other plans (example architectural plans) and any inconsistsncies, errors, ambiguities or omis- sions hove been reported to Tdmark Raygal for written corrections before completing bids or commencing any work hereunder. No athfitional allowance wM be made for such work unless it is agreed before acceptance of bide. Plumbing ar electrical parts not supplied with the equipment as a standard item shall be provided by the plimther or electrician unless specifically indicated on this plon. 02-21-05 El PROGRESS PRINT 11-30-01 EI HEALTH DEPT. PLAN CHECK O BUILDING DEPT. PLAN CHECK O BID SET JOB NUMBER : 5131 O CONSTRUCTION SET MAR 1 7 2008 SHEET TITLE HOOP PETAH-5 SHEET NUMBER ciR 0 tv 9 , z Imsgm 5 1 5 tin 16416 116 16 1 FP 1 64 FP 16416 1 FP 16416 FP 16416 1 FP 16416 1 FP CONTROL PANEL'LFH' INSTALLATION DETAIL HOOD LIGHTS 115 VOLT N H A LIGHTS EXHAUST AIR BALANCING BAFFLE (EABB) INSTALLATION DETAIL NOTES: THE EABB IS DESIGNED TO BALANCE THE AIR VOLUME BETWEEN MULTIPLE HOODS ON THE SAME FAN. THE BAFFLE HAS THE CAPACITY TO CLOSE OFF UPTO 50% OF THE EXHAUST COLLAR, IF DUCT COLLARS ARE SHIPPED LOOSE, THE EABB WILL BE SIZED TO THE EXHAUST COLLAR(S) SPECIFIED ON THE HOOD EQUIPMENT SCHEDULE, EABB IS TO Be INSTAI I Fn AFTER THE DUCT COLLAR IS WELDED TO THE HOOD. ASSEMBLE BOTH BAFFLE FRAMES TO THE BAFFLE IN THE OPEN POSITION. LINE UP EDGE OF BAFFLE WITH EDGE OF OPENING, PLUG WELD THE FRAMES TO THE HOOD TOP OR BACK CONTROL N H FANS SWITCHES HOOD MOUNTED OR REMOTE HOOD TOP DUCT OPENING HOOD BACK COLLAR CENTER BAFFLE FRAME (ON HOOD BACK) DUCT COLLAR OFF THE BACK OF HOOD (FLOATING DUCT COLLAR) ENCLOSURE PANEL INSTALLATION DETAIL 5 /16" BOLTS PROVIDED BY GFC FASTEN TO WALL HARDWARE BY OTHERS CLAMPS HOOD TOP PROVIDED BY MANUFACTURER SUPPLY PLENUM HANGER BRACKET DETAIL 0 TYPICAL HANGER BRACKET 3.6 SUPPLY PLENUM LENGTH "C" CLAMP HOOD STANDING SEAM HANGING CLIP HANGING CLIP BOLTED TO PLENUM SHELL HOOD FRONT SUPPLY PLENUM SHELL NOT TO SCALE HOOD LENGTH I HEATER HANGING CUP HOOD HANGER BRACKET DETAIL ON HOODS OVER 120° REFERENCE SCALED DRAWING FOR ACTUAL LOCATIONS 40 26 SUP KIR CTRL eei. . ,_.,fir, 3.6 WASHER HANGER BRACKET 1/2" NUT BAFFLE FRAME (ON HOOD TOP) THREADED 1 ROD (1/2°) BAFFLE MACHINE SCREW WI NUT EXHAUST COLLAR FLUSH W/ BACK OF HOOD PROPRIETARY INFORMATION NOTICE This document is and contains confidential trade secret information of the company and remains property of the company and is to be returned upon request. Neither it nor information is contains may be reproduced or disclosed to persons not having a need-to-know consistent with the purpose of the loan document without written permission. 6 26 4 TYPICAL HOOD HANGING METHOD GENERAL DRAWING NOTES Verify building entry conditions or limitations for equipment access to space. Verify type and height of finished ceiling and if hood(s) may extend above finished ceiling (if required). Seismic installation and bracing of equipment is by others. Greenheck will not accept liability for problems that result from sub- standard installation. Including field electrical wiring that deviate from supplied diagrams, jobsite conditions (ductwork, fuel types and structural conditions) that GFC has not been notified of at the time of ordering. Or use of this equipment other than that for which it is designed. It is the responsibility of the purchaser to hire qualified I personnel for installation and start -up of all equipment. nstallation and start -up information is shipped with all equipment via the Installation, Operation and Maintenance Manual (IOM), also included is a troubleshooting guide. Have all start -up info available prior to any warranty claims and /or factory technical support. VENTILATION SYSTEM NOTES Greenheck ventilators are designed in compliance with all national codes: NFPA # 96, national electric code. BOCA, uniform mechanical code, international mechanical code, and southern building conference. See national evaluation report #436 for allowable values, and /or conditions of use concerning material presented in this document. Local codes may vary. It is the responsibility of the purchaser to submit drawings to local authorities. Exhaust and supply air volumes are to be maintained within -5% to +10% tolerance of values indicated. Static pressure(s) indicated are for the ventilator at the duct connection(s) only. The grease filter face velocities are based on the filter manufacturers recommendations for maximum greaseextraction. Inlet opening air velocities for waterwash, dry cartridge and high velocity cartridge filters manufactured by Greenheck are designed to deliver maximum grease extraction. Hoods installation (by others unless otherwise noted) shall be in accordance with NFPA # 96 and applicable building codes. 72.0 36.0 3.0 30.0 X 36.0 10.0 I-¢ 14.0 27.3 19.0 16416 1 FP 7.0h- -- II ---1.0 1r 1.0 5 S o CD 0 0 X Ems °0 u ig,x � m CO J 0 c U- N MARK: ITEM# 90 - SECTION '1 ELEVATION VIEW 'B -B' 11.0 321N. OC 30.0-- - 47.5 10.0 109.0 r 19.0 95.0 co a x O c0 �' O ID • C) aX C m 0 u MARK: ITEM# 100 - SECTION 1 PLAN VIEW MARK: ITEM# 100 - SECTION 1 ELEVATION VIEW 12.0 6.0 0 3" X 24" FILLER PANEL INTEGRAL AIR SPACE r 1 T -30.01 b I , 27.3 47.5 • MARK: ITEM# 90 - SECTION 1 PLAN VIEW 120.0 3.0 AIR SPACE 1-22. • 120.0 84,0 ABOVE FINISHED FLOOR 12.0 PERFORATED 24.0 AIR CURTAIN 30.0 8.0 1 z CO 0 co =X 0 Y W O o bi Ch o 0 X MI . J CD CD CD 48.0 11.0 10.0 UL LISTED LIGHT FIXTURE EXHAUST AIR BALANCING BAFFLE UL LISTED STANDARD BAFFLE FILTERS 52.5 7 V V A i 1 R INTEGRAL AIR SPACE 30VdS 21 /b' 7V MO1LNI LIVVd 1 ---15.0�1 321N. O 30.0 24.0 16.0 10.0 96.0 12.0 MARK: ITEM# 118 - SECTION 1 PLAN VIEW MARK: ITEM# 118 - SECTION 1 ELEVATION VIEW REMOVABLE GREASE CUP W/ CONCEALED GREASE TROUGH INTEGRAL AIRSPACE 105.0 12.0 60.0 12.0 8.0 � � r-2.0 � I ---6.0 MARK: ITEM# 90 SECTION VIEW 11.0 V 80 - 30.0-I 24.0 48.0 4.0 I 16.0 L - 00 "NI SE 0 L_• 10.0 4 J ti 39.5 33 IN. OC F--- 30.0 66.0 MARK: ITEM# 100 SECTION VIEW 'A -A' 11 3.0 14.0 48.0 4.0 10.0 254.0 158.0 MARK: ITEM# 118 - SECTION 2 PLAN VIEW 0 a E M co X c o o co 0 cr. -1 x v o CD � 7 EXHAUST AIR BALANCING BAFFLE UL LISTED STANDARD BAFFLE FILTERS REMOVABLE GREASE CUP WI CONCEALED GREASE TROUGH INTEGRAL AIRSPACE - I r 3.0 n = n z x 7 0, 0 U_ LI MARK: ITEM# 118 - SECTION 2 ELEVATION VIEW 62.0 132.0 UL LISTED LIGHT FIXTURE Y 0 a d o zo _C -§ X CD :f 7 a) C'] • LI. J 0 U_ U_ 12.0 L-19.0---I ,jF91812: 47eCWIWWJ: W I �fdR'•Rf :" 4 11ZWIEMLSI3l9LGIA • 10.0 66.0 PERFORATED AIR CURTAIN REAR INTEGRAL AIR SPACE 0 I-� 30.0 4.0 • -1 r30-1ao 12.0 24.0 84.0 ABOVE FINISHED FLOOR I- W 10.0 39.5 -- 12.0 11982 Salamander Fuel Type: Gas 36" L X 18" H 14178 11982 11982 11982 11982 Salamander Fuel Type: Gas 48" L X 18" H 11982 14178 1 1 FP 120.0 14.0 CONTROL PANEL TYPE 1 KITCHEN HOOD HOOD NO. HOOD NO. 1 ILLUMINATION DETAILS FIXTURE TYPE BULB /LAMP INFO INCANDESCENT (GLOBE) 100W A19 (BULB NOT INCL) CITY 3 INTENSITY FT CANDLES 28.49 / 35 IN. OC GREASE FILTRATION DETAILS TYPE / MODEL MATERIAL BAFFLE STAINLESS STEEL QTY 4 2 LENGTH 16 IN. 20 IN. HEIGHT 20 IN. HOOD SECTION # COLLAR # 1/1 TOTAL EXHAUST CFM - SECTION 1 EXHAUST PLENUM COLLARS DISTANCE TO END (IN.) 52.5 WIDTH (IN.) 12 LENGTH (IN.) 12 DIAMETER (IN.) NA VOLUME (CFM) 1641 S.P. (IN. WC) 0.415 VELOCITY (FT /MIN) 1641 1641 o 188 CFM / FT HOOD SECTION # PLENUM LOCATION COLLAR # 1 / FRONT I I 1 /FRONT /2 EXTERNAL SUPPLY PLENUM COLLARS DISTANCE TO END (IN.) 30 90 WIDTH (IN.) 8.00 8.00 LENGTH (IN.) 16.00 16.00 DIAMETER (IN.) NA NA - FRONT AIR CURTAIN SUPPLY (ASP) PLENUM VOLUME (CFM) 657 657 S.P. (IN. WC) 0.0772 0.0772 VELOCITY (FT /MIN) 739 739 1313 131 CFM /FT TOTAL SUPPLY CFM - SECTION 1 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #MH11726 BACK INTEGRAL AIR SPACE - 3 IN WIDE RIGHT NON - INTEGRAL FULL FINISHED END AIR SPACE - 3 IN WIDE 12 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED HIGH PROXIMITY EXTERNAL SUPPLY PLENUMS FACTORY MOUNTED EXHAUST COLLAR(S) EXHAUST AIR BALANCING BAFFLE(S) - (EABB) FACTORY MOUNTED SUPPLY COLLAR(S) LEFT UTILITY CABINET - 24 IN HIGH 48 IN LONG 12 IN WIDE INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY 3.0 24.0 30.0 24.0 GHEW -8.75-S SINGLE WALL EXHAUST ONLY WALL CANOPY 48.0 62.0 14.0 I 120.0 GREENHECK MODEL STYLE / CONFIGURATION 12.0 24.0 84.0 ABOVE FINISHED FLOOR SUPPLY PLENUM MODEL NO. ASP -109 -S PERFORMANCE SUPPLY (TOTAL) SUPPLY PLENUM MODEL NO. ASP -72 -S PERFORMANCE SUPPLY (TOTAL) MODEL NO. ASP -96 -S PERFORMANCE SUPPLY (TOTAL) MODEL NO. ASP - 158- -S PERFORMANCE SUPPLY (TOTAL) MODEL NO. ASP -48 -S PERFORMANCE SUPPLY (TOTAL) EQUIPMENT SCHEDULE 4.0 PERFORATED AIR CURTAIN HOOD DIMENSIONS SECTION WIDTH HEIGHT LENGTH 105 IN. 48 IN. OPTIONS AND ACCESSORIES EQUIPMENT SCHEDULE LENGTH (IN) (CF 1400 LENGTH (IN) (CFM) 875 109 72 SUPPLY PLENUM LENGTH (IN) 96 V ( C Fm) 1328 SUPPLY PLENUM LENGTH (IN) 2026 660 UL LISTED LIGHT FIXTURE 158 ( C"U M) LENGTH (IN) 48 V (CF U M) (IN WC) 0.270 (IN WC) 0.170 (IN SP WC) 0.270 (IN WC) 0.270 SUPPLY PLENUM (IN WC) 0.270 24 IN. EXHAUST AIR BALANCING BAFFLE UL CLASSIFIED TWO STAGE FILTRATION SYSTEM REMOVABLE GREASE CUP W/ CONCEALED GREASE TROUGH INTEGRAL AIRSPACE MARK: ITEM# 118 (LAST HOOD IN ROW) SECTION VIEW te e.. _:...S . -a..:: t'::..... -s ..:.1:;. xl WIDTH 14 WIDTH (IN) 14 WIDTH (IN) 14 WIDTH (IN) 14 WIDTH (IN) 14 GREASE CUP OR DRAIN LEFT DUCT COLLAR SIZE (IN) (2)10" X 30" II MARK.I-rEM# 1 DUCT COLLAR SIZE (IN) (1)10" X 30" K: 1 - 1 - EM # 1 DUCT COLLAR SIZE (IN) (2)10" X 30" DUCT CO SIZE (IN) (2)10' X 30" DUCT (IN) (1)10" x 30" HOOD TEMP. RATING 600 DEG F RECOMMENDED HANGING HEIGHT = 84" FROM FINISHED FLOOR TO LOWER EDGE OF HOOD. LI OTHER HANGING HEIGHT = " FROM FINISHED FLOOR TO LOWER EDGE OF HOOD. HEIGHT (IN) 10 336 HEIGHT (IN) 10 COLLAR VEL • T (FT/ M) 420 HEIGHT (IN) 10 DUCT CO VEL (FT/M) HEIGHT (IN) 10 VE L (FT/ M) 486 HEIGHT (IN) 10 VEEL� °� 317 TOTAL WEIGHT 306.0 LBS. MARK:# 100 ASP FRONT 18 ASP FRONT MARK ITEM# 90 LEFT SECTION LOCATION SINGLE QTY. WEIGHT (LS) 163.5000 DUCT • (FT /M) / M) � (FT/ M ) N/A 00 ASP LEFT I QTY. WEIGHT (LB) 108.0000 VEL (F /M) N/A WEIGHT (LB) 144.0000 FILTER EAC N/A WEIGHT (LB) 237.0000 N/A K: ITEM# 118 ASP RIGHT END I QTY. WEIGHT 72.0000 FILTER FACE N/A HOOD HANGING HEIGHT FOR FIRE SYSTEMS VERIFICATION OF HOOD HANGING HEIGHT ABOVE FINISHED FLOOR (A.F.F.) IS REQUIRED FOR CORRECT PLACEMENT OF FIRE SYSTEM NOZZLES. TYPE 1 KITCHEN HOOD HOOD HOOD NO. 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED W/ OUT EN0-IAUST FIRE DAMPER - UL #MH11726 BACK INTEGRAL AIR SPACE - 3 IN WIDE 12 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED FACTORY MOUNTED EXHAUST COLLAR(S) EXHAUST AIR BALANCING BAFFLE(S) - (EABB) INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY SDR #10700000 - 3"X24" FILLER PANEL ON HOOD RIGHT BACK CORNER TYPE 1 HOOD NO. 2 HOOD NO. CONSTRUCTION COMPUES NFPA 96 GREENHECK MODEL STYLE / CONFIGURATION SINGLE WALL EXHAUST ONLY WALL CANOPY FIXTURE TYPE BULB / LAMP INFO INCANDESCENT (GLOBE) 100W A19 (BULB NOT INCL) HOOD SECTION # COLLAR # KITCHEN HOOD GREENHECK MODEL STYLE / CONFIGURATION GGEW-8-S SINGLE WALL EXHAUST ONLY WALL CANOPY SINGLE WALL EXHAUST ONLY WALL CANOPY FIXTURE TYPE BULB / LAMP INFO INCANDESCENT (GLOBE) 100W Al 9 (BULB NOT INCL) INCANDESCENT (GLOBE) 100W Al 9 (BULB NOT INCL) HOOD SECTION # COLLAR # TOTAL EXHAUST CFM SECTION 2 2 POSITION FAN SWITCH QTY 1 2 POSITION LIGHT SWITCH - QTY 1 2 POSITION (HEAT) SWITCH - QTY 1 FIRE SUPPRESSION SYSTEM MANUFACTURER / MODEL SUPPRESSANT TYPE AMEREX KP WET CHEMICAL REV 48 ITEM# 100 SECTION 1 - (LENGTH 95.0 IN.) ITEM# 118 SECTION 1 - (LENGTH 96.0 IN.) 1TEM# 118 SECTION 2 - (LENGTH 132.0 IN.) ITEM# 90 SECTION 1 - (LENGTH 105.0 IN.) QTY 3 DISTANCE TO END (IN.) 47.5 QTY 3 4 DISTANCE TO END (IN.) EQUIPMENT SCHEDULE SECTION LENGTH 95 IN. ILLUMINATION DETAILS 96 IN. ILLUMINATION DETAILS HOOD DIMENSIONS WIDTH HEIGHT WIDTH (IN.) 12 (IN.) 12 72 IN. INTENSITY FT CANDLES OPTIONS AND ACCESSORIES SPECIAL DESIGN REQUESTS EQUIPMENT SCHEDULE HOOD DIMENSIONS GREASE SECTION CUP OR WIDTH HEIGHT LENGTH DRAIN 48 IN. INTENSITY FT CANDLES LENGTH (IN.) 19 LENGTH (IN.) 15 66 12 19 24 IN. 24 IN. 24 IN. OPTIONS AND ACCESSORIES 430 STAINLESS STEEL WHERE EXPOSED UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #MH11726 BACK INTEGRAL AIR SPACE - 3 IN WIDE 12 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED FACTORY MOUNTED EXHAUST COLLAR(S) EXHAUST AIR BALANCING BAFFLE(S) (EABB) RIGHT UTILITY CABINET 24 IN HIGH 48 IN LONG 12 IN WIDE INCLUDES PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY SPECIAL DESIGN REQUESTS FLOW POINTS 34 UTIL1MD 44 AVAILABLE SPECIAL DESIGN REQUESTS SDR #K0700000-1 - ADD (1) ADDITIONAL MICROSWITCH SDR #K0700000-2 - DO NOT PROVIDE METAL CAPS ON PIZZA OVEN SDR #K0800000 - PUT ADDITIONAL TANKS IN ITEM# 90 HOOD CABINET DESCRIPTION SUPPLY LINE CONTINUOUS BJ'S SEATTLE, WA (SOUTHCENTER) HOODS DotoLio GREASE CUP OR DRAIN LEFT GREASE FILTRATION DETAILS TYPE / MODEL MATERIAL BAFFLE STAINLESS STEEL EXHAUST PLENUM COLLARS DIAMETER (IN.) NA LEFT RIGHT DIAMETER (IN.) NA GREENHECK HOOD TEMP. RATING 600 DEG F VOLUME (CFM) 2831 EXHAUST PLENUM COLLARS HOOD TEMP. RATING 600 DEG F 600 DEG F FIRE SYSTEM PROTECTED HOOD(S) (UL-300) (MARK NAME / SECTIOIA QTY 2 TOTAL WEIGHT 348.0 LBS. 16 IN. 20 IN. S.P. (IN. WC) 0.737 2831 358 C,FM / FT TOTAL WEIGHT 280 LBS. 385 LBS. GREASE FILTRATION DETAILS TYPE / MODEL MATERIAL GREASE GRABBER STAINLESS STEEL GREASE GRABBER STAINLESS STEEL VOLUME (CFM) 2250 DETECTION WIN BY QTY 6 0 7 2704 1.156 I SDR #K0700000 - 36" SALAMANDER STARTING ON RANGE RIGHT END EXTENDING OVER PASTA COOKER SDR #K0700000-1 - 48" SALAMANDER STARTING ON GRIDDLE RIGHT END EXTENDING OVER TABLE PNEUMATIC TUBING FULL INSTALLATION (INCLUDES PRE-P1PED HOOD(S) WITH DETECTION AND FACTORY COORDINATED INSTALL) SUPPRESSION AGENT - INCLUDED - 15 GAL. - [(4) 3.75 TANK(S)] GAS VALVE - INCLUDED - MECHANICAL SHUTOFF VALVE, 3.00" (AMEND() - PART# 13783 LOW PRESSURE ALARM FOR PNEUMATIC RELEASE MODULE - INCLUDED - DISTRIBUTOR INSTALLED REMOTE PULL STATION - STANDARD - INSTALLATION AT SINGLE POINT OF EGRESS METAL BLOW-OFF CAPS - INCLUDED FIRE SYSTEM PERMIT - REQUIRED - FEE INCLUDED 0 APPROVED AS SUBMITTED O APPROVED AS NOTED O REJECTED - REVISE AND RESUBMIT MARK 1TEM# 100 SECTION SINGLE LENGTH HEIGHT LENGTH HEIGHT S.P. (IN. WC) 1.443 MARK: ITEM# 118 20 IN. 16 IN 20 IN. 2704 246 CFM / FT SUBMITTAL Please return one approved print to your Greenheck Representative including signature, date, and answers to all submittal "verify" notes and questions. Fabrication will not begin until after approved drawings are received. 1/2" = 1' 20 IN. VELOCITY was SECTION LOCATIO LEFT RIGHT VELOCITY 1708 MARK: ITEM# 102 FIRE MOUNTING RIGHT END UTILITY CABINET DATE DATE LJM w ""6"1781 6A TriMark Raygal Foodservice Design, Equipment and Supplies 271 9 WHITE ROAD IRVINE, CA 92614-6269 This plan cmd the designs herein are the sole property of Trimark RCIY9al and may not be reproduce!, changed or used by anyone. in part or whole, without the written permission of a Trimark Raygal company officer. Amy desired deviations to this plan must be approved in twit:1g by Trirnark Raygal before such work is done. It is the responsthility of anyone wing this plan to read and become forruTior with all informcnion shown hereon Including any list of notes. Measurements on this plan are from available infonnotion. Trimark Rcrygai not assume arry responsibilRy for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan wilh the Job site. AA information Oft this pkm for the general contractor or The general con- tractor's sulxiontroctors to perform (plumbing, electrical, curbs, walls, buiding openings, etc.) are for the sole purpose of equipment requiremente reference is made to the owner or architectural plans for engineering or fisting of items not suppied by Trknark Triad( Rem! et nut mane any respcn- sibiay far engineering thereof. kJ building work thereof shall be by The general contractor inducting all roughing-in and final connections and all runs to equipment and in- clang all fittings or any other parts materials or labor for such work. tf any such work is in Temark Raygal contract, it will specifically be incficated on this plan; if it is not specifiatty incricated on this plan. it is not a port of Trimork Roygal contract and shall be provided by others_ Trimark Ronal mll assume no responsthiay for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (includin; Building, Health Depart. ordinances, Fins Depart, etc.) or changes by ths miner, architect or any other peso outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed unbl the appropriate corrections are mode by Trimark Ramat Using this plan ie admft- tance that all information on this plan has been examined and compared with other plans (example architectural plans) and any inconsistsncies, errors, ambiguities or omis- sions hove been reported to Tdmark Raygal for written corrections before completing bids or commencing any work hereunder. No athfitional allowance wM be made for such work unless it is agreed before acceptance of bide. Plumbing ar electrical parts not supplied with the equipment as a standard item shall be provided by the plimther or electrician unless specifically indicated on this plon. 02-21-05 El PROGRESS PRINT 11-30-01 EI HEALTH DEPT. PLAN CHECK O BUILDING DEPT. PLAN CHECK O BID SET JOB NUMBER : 5131 O CONSTRUCTION SET MAR 1 7 2008 SHEET TITLE HOOP PETAH-5 SHEET NUMBER ciR 0 tv 9 , z Imsgm 5 1 5 tin CONTROL PANEL'LF' INSTALLATION DETAIL CI 0 HOOD IJGHTS 115 VOLT Ni H firt 1 5 VOLT CONTROL NI H LIGHTS FANS SWITCHES HOOD MOUNTED OR REMOTE OPTIONAL SUP FAN HOOD HANGER BRACKET DETAIL FOR V— BANK(_V), CONDENSATE(GD_) AND OVEN(GO) HOODS SEE GREENHECK.COM FOR ADDITIONAL INFORMATION WASHER HANGER BRACKET 1/2" NUT --- Q TYPICAL HOOD HANGING METHOD GENERAL DRAWING NOTES Verify building entry conditions or limitations for equipment access to space. Verify type and height of finished ceiling and if hood(s) may extend above finished ceiling (if required). Seismic installation and bracing of equipment is by others. Greenheck will not accept liability for problems that result from sub — standard installation. including field electrical wiring that deviate from supplied diagrams, jobsite conditions (ductwork, fuel types and structural conditions) that GFC has not been notified of at the time of ordering. Or use of this equipment other than that for which it is designed. It is the responsibility of the purchaser to hire qualified personnel for installation and start—up of all equipment. Installation and start —up information is shipped with all equipment via the Installation, Operation and Maintenance Manual (IOM), also included is a troubleshooting guide. Have all start —up info available prior to any warranty claims and /or factory technical support. VENTILATION SYSTEM NOTES Greenheck ventilators are designed in compliance with all national codes: NFPA # 96, national electric code. BOCA, uniform mechanical code, international mechanical code, and southern building conference. See national evaluation report #436 for allowable values, and /ar conditions of use concerning material presented in this document. Local codes may vary. It is the responsibility of the purchaser to submit drawings to local authorities. Exhaust and supply air volumes are to be maintained within —5% to +10% tolerance of values indicated. Static pressure(s) indicated are for the ventilator at the duct connection(s) only. The grease filter face velocities are based on the filter manufacturers recommendations for maximum greaseextraction. Inlet opening air velocities for watery/ash, dry cartridge and high velocity cartridge filters manufactured by Greenheck are designed to deliver maximum grease extraction. Hoods installation (by others unless otherwise noted) shall be in accordance with NFPA # 96 and applicable building codes. PROPRIETARY INFORMATION NOTICE This document is and contains confidential trade secret information of the company and remains property of the company and is to be retumed upon request. Neither it nor information is contains may be reproduced or disclosed to persons not having a need—to—know consistent with the purpose of the loan document without writt permission. FIOU CONTROL PANEL 1. PRM (PNEUMATIC RELEASE MODULE) 2. NITROGEN ACTUATION CYLINDER 3. MICROSWITCH 4. PRESSURIZED RED CYLINDER NOT TO SCALE 17.0 5.0< 15.0 WIRING DIAGRAMS W/ DPDT MICRO SWITCH DPDT SWITCHES PROVIDED BY MANUFACTURER MAY BE WIRED PER TYPICAL EXAMPLES SHOWN, VERIFY WITH LOCAL CODES AND EQUIPMENT SUPPUED AS THE CONNECTION NEEDED FOR YOUR INSTALLATION. CONNECTION TO BUILDINGS ALARM NO INPUT NC CONNECTION TO COOKING EQUIPMENT SHUT DOWN VOLTAGE EPEE CONTACTS FOR UI MIMING ALARMS) POWER TO COOKING EQ1IIPMENr SMUT TRIP BREAKER 12o VAC } 1., N LIMO OAS VALVE - IF RESET RELAY IS DEM SEE OPTION A OR BAT RIGHT, MECHANICAL GAS SHUT OFF VALVE DOES NOT RED RE ELECTFJCAL CONNECTION_ CONNECTION TO FAN SHUT DOWN DO NOT SHUT DOWN I cHAUST FANS WITH TI-0S METHOD OF WIRING, IF FROHI&TED BY LOCAL LODES. WIRING DIAGRAM(S) FOR SHUT OFF VALVES MECHANICAL SHUT OFF OWN i .. 1 E c, NpuT IIIII _ 1111111111111 N ELECTRIC GAS S VALVE •IFR ° RELAY IS USED SEE OPTION A OR 9 MECHANICAL AT RIGHT. MECFCALGAS SHI1T OFF VALVE DOES NOT REWIRE GJ ELECTRI. CONNECTION. POWER TO COOKING E'qu iPNENr NT TRIP WEAKER CONNECTION TO COOKING EQUIPMENT SHUT DOWN NOTES: 1.— — DENOTES FIELD INSTALLATION. 2. DENOTES FACTORY INSTALLATION. 3. GAS VALVES: "UL LISTED ELECTRICALLY- OPERATED SAFETY VALVE FOR NATURAL, OR LP GAS AS NEEDED OF APPROPRIATE PRESSURE AND TEMPERATURE RATING. 11oV/60 KZ" OR AMEREX GAS VALVES, PART NUMBERS 12790, 12791, 12792, 12793, 12794, 12870, 12871, 12872, 12873, 12874. 12875 AND 12876. AMEREX KP (WET CHEMICAL) FIRE PROTECTION SYSTEM - MODEL FSSK NOTES: Wet chemical fire protection system to be Amerex KP, designed in compliance with UL 300 requirements. - Vertficalion of all cooking equipment make, model and location required for all fire protection systems. -All fire system piping is standardly to the right end of the hood unless a wall is boosted on the right end. M/ - Amerex MRPRM to be located within 60" of hood. The basic fire system will include the following: -Gas shut -off valve, if required, to be supplied by Manufacturer (up to 2" diameter as standard), and installed by a licensed plumber. -Micro switch to be supplied by Manufacturer for connection to, but not limited to, building alarm system(s), exhaust and supply fans and electrical power shut down. Field wiring and connections to be performed by a licensed electrician. -The first 6 months service. -Four trips to the jobsite -Any state or local installation permits. The basic fire system does NOT include the following: -Full dump test to satisfy a state t or local permit. -More then four trips to the jobsite or special transportation or overnight lodging requirements in remote areas. - Installation of gas shut -off valve. - Special drawings required to satisfy state or local code. -Union labor, Govemment labor, or Prevailing wages required for final field look -up. -Any and all electrical components/connections required to shut down fans, shut off device for electric cooking equipment (shunt trip breaker), or activate an alarm system, etc. -Any dismantling or reassembly required to gain access to the fire suppression piping located on the top of the hood. -Plan examination fees. - Rough -in conduit for remote pull station or gas valve (For flush mounted pull station). - Additional remote pull stations. -Parts or labor required to correct piping due to cooking equipment changes or deviation from plans. -Any charges for missing or additional parts other then those indicated on the Fire Suppression Detail. CONDENSATE DRAIN 1/2 in. NPT TIn d.! ", 'uM— a.,..nk'.Yl9�C..NEE salsa 11.0 111 L ■ 16.0 -�-�- I- -16.0 --� 40.00 IN OC O 60.0 60.0 120.0 MARK: ITEM# 58 DISHWASHER - SECTION 1 PLAN VIEW MARK: ITEM# 58 DISHWASHER - SECTION 1 ELEVATION VIEW 1.0 4.0 CONTROL PANEL SIGN.ATURE 48.0 24.0 120.0 96.0 ABOVE FINISHED FLOOR 1/1 TOTAL EXHAUST CFM - SECTION 1 430 STAINLESS STEEL 100% CONSTRUCTION FACTORY MOUNTED EXHAUST COLLAR(S) SDR #K0700000 - HOOD TO BE MOUNTED 96" ABOVE FINISHED FLOOR 2 POSITION FAN SWITCH - QTY 1 2 POSITION LIGHT SWITCH - QTY 1 CONTROL PANEL MARK: ITEM# 58 DISHWASHER SECTION VIEW SUBMITTAL Please return one approved print to your Greenheck Representative including signature, date, and answers to all submittal "verify" notes and questions. Fabrication will not begin until after approved drawings are received. ❑ APPROVED AS SUBMITTED ❑ APPROVED AS NOTED ❑ REJECTED — REVISE AND RESUBMIT 60 UL LISTED LIGHT FIXTURE CONDENSATE BAFFLE 16 4.0 CONDENSATE GUTTER CONDENSATE DRAIN DATE REV 16 DESCRIPTION HOOD GREENHECK MODEL NO. STYLE / CONFIGURATION HOOD DIMENSIONS SECTION WIDTH LENGTH GREASE HOOD CUP OR TEMP. HEIGHT I DRAIN RATING DISTANCE WIDTH TO END (IN.) (IN.) LENGTH DIAMETER I VOLUME (IN.) (IN.) I (CFM) IREIVOISNEEDIEWEISEPA TOTAL SECTION WEIGHT LOCATION S.P. (IN. WC) VELOCITY (FT /MIN) J EQUIPMENT SCHEDULE OPTIONS AND ACCESSORIES SPECIAL DESIGN REQUESTS CONSTRUCTION COMPLIES WITH NFPA 96 GREENHECK BJ'S SEATTLE, WA (SOUTHCENTER) HOODS 1800 I 0.123 1 1013 1800.0 180.0 CFM /FT REVIEWED FOR I CODE COMPLIANCE APPROVED MAR 2 5 211O8 City Of Tukwila BUILDING DIVISION Waif in` 1 DATE LJM 01/30/2008 1/2"= 1 C17816B TriMark RaygaN Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 - 414 -1000 F A X 949 - 474 - 1298 E- YAIHRAIINGSIiRINARKUSA.001 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used 8 Tr i pa officer. My desired �othis plan must be approved in w iUng by Trimark Raygal before such work is done. It is the responstefiity of anyone using this plan to read and become familiar with aft information shown hereon including any fist of notes. Measurement) on this plan me from amiable infamwtion. Trimark Raygal nT not assume any responsibility for the accuracy of such information. Fabricators, contactors. etc. using this plan are to confine all information on this plan with the Job site. All information an this plan for the general contractor or the general con– tractor's subcontrattors to perform (plumbing, electrical, curbs, wafts, building openings, etc.) are for the sole purpose of equipment requirements: reference is made to the owner or architectural plans for engineering or fisting of items not swppGed by Trimark Raygal. Umiak Raygol wi not assume any respon– sibility for engineering thereof. AI buikring work thereof shall be by the general contractor including all roughing –in and final connections and all ems to equipment and in– cluding all fillings or any other parts materials or labor for such work. If any such work is in Trimurti Roygol contract, fi will specifically be indicated on this plan; if fi is not specifically indicated on this plan, it is not a pert of Trimark Raygal contact and shag be provided by others. Trimark Rana! will assume no responsibility for work done by the general contractor or a subcontractor of The general contractor or any changes made necessary by local codes (including: Bulking, Health Depart. ordinances, Fire Depart, etc.) or changes by the owner, architect or any other arson outside of Trimark Raygal with authority to the deign. This plan becomes void upon such changes and work cannot be completed until The appropriate corrections are made by Trimet Raygal. Using this plan is admit– tance that all ;demotion on this plan has been examined and compared with other plans (example: archRechual plans) and any inconsistencies, errors, ambiguities or omis– sions have been reported to Trimark Raygaf far written corrections before completing bids ar commencing any mark hereunder. No additional allowance 41 be mode for such work unless it i3 agreed before acceptance of bids. Plumbing or electrical ports not supplied with the equipment as a standard Rem shall be provided by the plumber or electrician unless spediicaty indicated on this plan. 02 - 21 - 0$ ® PROGRESS PRINT 11 - 30 - 07 ® HEALTH DEPT. PLAN CHECK O BUILDING DEPT. PLAN CHECK t � ;111in ❑ BID SET JOB NUMBER : 5131 SHEET NUMBER ❑ CONSTRUCTION SET MAR 17 2008 P a l;etl @ GiLi"'JE: ° DESIGNER : TRIMAIRK RATGAL DRAWN : TRIMARK RAI CHECKED : TRIMAIRK I.AYGAL SCALE : 1/2" = 1' -ID' SHEET TITLE FIOOr, PET'AILS 8.2 0 0 CD 2 Mr CONTROL PANEL'LF' INSTALLATION DETAIL CI 0 HOOD IJGHTS 115 VOLT Ni H firt 1 5 VOLT CONTROL NI H LIGHTS FANS SWITCHES HOOD MOUNTED OR REMOTE OPTIONAL SUP FAN HOOD HANGER BRACKET DETAIL FOR V— BANK(_V), CONDENSATE(GD_) AND OVEN(GO) HOODS SEE GREENHECK.COM FOR ADDITIONAL INFORMATION WASHER HANGER BRACKET 1/2" NUT --- Q TYPICAL HOOD HANGING METHOD GENERAL DRAWING NOTES Verify building entry conditions or limitations for equipment access to space. Verify type and height of finished ceiling and if hood(s) may extend above finished ceiling (if required). Seismic installation and bracing of equipment is by others. Greenheck will not accept liability for problems that result from sub — standard installation. including field electrical wiring that deviate from supplied diagrams, jobsite conditions (ductwork, fuel types and structural conditions) that GFC has not been notified of at the time of ordering. Or use of this equipment other than that for which it is designed. It is the responsibility of the purchaser to hire qualified personnel for installation and start—up of all equipment. Installation and start —up information is shipped with all equipment via the Installation, Operation and Maintenance Manual (IOM), also included is a troubleshooting guide. Have all start —up info available prior to any warranty claims and /or factory technical support. VENTILATION SYSTEM NOTES Greenheck ventilators are designed in compliance with all national codes: NFPA # 96, national electric code. BOCA, uniform mechanical code, international mechanical code, and southern building conference. See national evaluation report #436 for allowable values, and /ar conditions of use concerning material presented in this document. Local codes may vary. It is the responsibility of the purchaser to submit drawings to local authorities. Exhaust and supply air volumes are to be maintained within —5% to +10% tolerance of values indicated. Static pressure(s) indicated are for the ventilator at the duct connection(s) only. The grease filter face velocities are based on the filter manufacturers recommendations for maximum greaseextraction. Inlet opening air velocities for watery/ash, dry cartridge and high velocity cartridge filters manufactured by Greenheck are designed to deliver maximum grease extraction. Hoods installation (by others unless otherwise noted) shall be in accordance with NFPA # 96 and applicable building codes. PROPRIETARY INFORMATION NOTICE This document is and contains confidential trade secret information of the company and remains property of the company and is to be retumed upon request. Neither it nor information is contains may be reproduced or disclosed to persons not having a need—to—know consistent with the purpose of the loan document without writt permission. FIOU CONTROL PANEL 1. PRM (PNEUMATIC RELEASE MODULE) 2. NITROGEN ACTUATION CYLINDER 3. MICROSWITCH 4. PRESSURIZED RED CYLINDER NOT TO SCALE 17.0 5.0< 15.0 WIRING DIAGRAMS W/ DPDT MICRO SWITCH DPDT SWITCHES PROVIDED BY MANUFACTURER MAY BE WIRED PER TYPICAL EXAMPLES SHOWN, VERIFY WITH LOCAL CODES AND EQUIPMENT SUPPUED AS THE CONNECTION NEEDED FOR YOUR INSTALLATION. CONNECTION TO BUILDINGS ALARM NO INPUT NC CONNECTION TO COOKING EQUIPMENT SHUT DOWN VOLTAGE EPEE CONTACTS FOR UI MIMING ALARMS) POWER TO COOKING EQ1IIPMENr SMUT TRIP BREAKER 12o VAC } 1., N LIMO OAS VALVE - IF RESET RELAY IS DEM SEE OPTION A OR BAT RIGHT, MECHANICAL GAS SHUT OFF VALVE DOES NOT RED RE ELECTFJCAL CONNECTION_ CONNECTION TO FAN SHUT DOWN DO NOT SHUT DOWN I cHAUST FANS WITH TI-0S METHOD OF WIRING, IF FROHI&TED BY LOCAL LODES. WIRING DIAGRAM(S) FOR SHUT OFF VALVES MECHANICAL SHUT OFF OWN i .. 1 E c, NpuT IIIII _ 1111111111111 N ELECTRIC GAS S VALVE •IFR ° RELAY IS USED SEE OPTION A OR 9 MECHANICAL AT RIGHT. MECFCALGAS SHI1T OFF VALVE DOES NOT REWIRE GJ ELECTRI. CONNECTION. POWER TO COOKING E'qu iPNENr NT TRIP WEAKER CONNECTION TO COOKING EQUIPMENT SHUT DOWN NOTES: 1.— — DENOTES FIELD INSTALLATION. 2. DENOTES FACTORY INSTALLATION. 3. GAS VALVES: "UL LISTED ELECTRICALLY- OPERATED SAFETY VALVE FOR NATURAL, OR LP GAS AS NEEDED OF APPROPRIATE PRESSURE AND TEMPERATURE RATING. 11oV/60 KZ" OR AMEREX GAS VALVES, PART NUMBERS 12790, 12791, 12792, 12793, 12794, 12870, 12871, 12872, 12873, 12874. 12875 AND 12876. AMEREX KP (WET CHEMICAL) FIRE PROTECTION SYSTEM - MODEL FSSK NOTES: Wet chemical fire protection system to be Amerex KP, designed in compliance with UL 300 requirements. - Vertficalion of all cooking equipment make, model and location required for all fire protection systems. -All fire system piping is standardly to the right end of the hood unless a wall is boosted on the right end. M/ - Amerex MRPRM to be located within 60" of hood. The basic fire system will include the following: -Gas shut -off valve, if required, to be supplied by Manufacturer (up to 2" diameter as standard), and installed by a licensed plumber. -Micro switch to be supplied by Manufacturer for connection to, but not limited to, building alarm system(s), exhaust and supply fans and electrical power shut down. Field wiring and connections to be performed by a licensed electrician. -The first 6 months service. -Four trips to the jobsite -Any state or local installation permits. The basic fire system does NOT include the following: -Full dump test to satisfy a state t or local permit. -More then four trips to the jobsite or special transportation or overnight lodging requirements in remote areas. - Installation of gas shut -off valve. - Special drawings required to satisfy state or local code. -Union labor, Govemment labor, or Prevailing wages required for final field look -up. -Any and all electrical components/connections required to shut down fans, shut off device for electric cooking equipment (shunt trip breaker), or activate an alarm system, etc. -Any dismantling or reassembly required to gain access to the fire suppression piping located on the top of the hood. -Plan examination fees. - Rough -in conduit for remote pull station or gas valve (For flush mounted pull station). - Additional remote pull stations. -Parts or labor required to correct piping due to cooking equipment changes or deviation from plans. -Any charges for missing or additional parts other then those indicated on the Fire Suppression Detail. CONDENSATE DRAIN 1/2 in. NPT TIn d.! ", 'uM— a.,..nk'.Yl9�C..NEE salsa 11.0 111 L ■ 16.0 -�-�- I- -16.0 --� 40.00 IN OC O 60.0 60.0 120.0 MARK: ITEM# 58 DISHWASHER - SECTION 1 PLAN VIEW MARK: ITEM# 58 DISHWASHER - SECTION 1 ELEVATION VIEW 1.0 4.0 CONTROL PANEL SIGN.ATURE 48.0 24.0 120.0 96.0 ABOVE FINISHED FLOOR 1/1 TOTAL EXHAUST CFM - SECTION 1 430 STAINLESS STEEL 100% CONSTRUCTION FACTORY MOUNTED EXHAUST COLLAR(S) SDR #K0700000 - HOOD TO BE MOUNTED 96" ABOVE FINISHED FLOOR 2 POSITION FAN SWITCH - QTY 1 2 POSITION LIGHT SWITCH - QTY 1 CONTROL PANEL MARK: ITEM# 58 DISHWASHER SECTION VIEW SUBMITTAL Please return one approved print to your Greenheck Representative including signature, date, and answers to all submittal "verify" notes and questions. Fabrication will not begin until after approved drawings are received. ❑ APPROVED AS SUBMITTED ❑ APPROVED AS NOTED ❑ REJECTED — REVISE AND RESUBMIT 60 UL LISTED LIGHT FIXTURE CONDENSATE BAFFLE 16 4.0 CONDENSATE GUTTER CONDENSATE DRAIN DATE REV 16 DESCRIPTION HOOD GREENHECK MODEL NO. STYLE / CONFIGURATION HOOD DIMENSIONS SECTION WIDTH LENGTH GREASE HOOD CUP OR TEMP. HEIGHT I DRAIN RATING DISTANCE WIDTH TO END (IN.) (IN.) LENGTH DIAMETER I VOLUME (IN.) (IN.) I (CFM) IREIVOISNEEDIEWEISEPA TOTAL SECTION WEIGHT LOCATION S.P. (IN. WC) VELOCITY (FT /MIN) J EQUIPMENT SCHEDULE OPTIONS AND ACCESSORIES SPECIAL DESIGN REQUESTS CONSTRUCTION COMPLIES WITH NFPA 96 GREENHECK BJ'S SEATTLE, WA (SOUTHCENTER) HOODS 1800 I 0.123 1 1013 1800.0 180.0 CFM /FT REVIEWED FOR I CODE COMPLIANCE APPROVED MAR 2 5 211O8 City Of Tukwila BUILDING DIVISION Waif in` 1 DATE LJM 01/30/2008 1/2"= 1 C17816B TriMark RaygaN Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614 -6269 TEL 949 - 414 -1000 F A X 949 - 474 - 1298 E- YAIHRAIINGSIiRINARKUSA.001 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used 8 Tr i pa officer. My desired �othis plan must be approved in w iUng by Trimark Raygal before such work is done. It is the responstefiity of anyone using this plan to read and become familiar with aft information shown hereon including any fist of notes. Measurement) on this plan me from amiable infamwtion. Trimark Raygal nT not assume any responsibility for the accuracy of such information. Fabricators, contactors. etc. using this plan are to confine all information on this plan with the Job site. All information an this plan for the general contractor or the general con– tractor's subcontrattors to perform (plumbing, electrical, curbs, wafts, building openings, etc.) are for the sole purpose of equipment requirements: reference is made to the owner or architectural plans for engineering or fisting of items not swppGed by Trimark Raygal. Umiak Raygol wi not assume any respon– sibility for engineering thereof. AI buikring work thereof shall be by the general contractor including all roughing –in and final connections and all ems to equipment and in– cluding all fillings or any other parts materials or labor for such work. If any such work is in Trimurti Roygol contract, fi will specifically be indicated on this plan; if fi is not specifically indicated on this plan, it is not a pert of Trimark Raygal contact and shag be provided by others. Trimark Rana! will assume no responsibility for work done by the general contractor or a subcontractor of The general contractor or any changes made necessary by local codes (including: Bulking, Health Depart. ordinances, Fire Depart, etc.) or changes by the owner, architect or any other arson outside of Trimark Raygal with authority to the deign. This plan becomes void upon such changes and work cannot be completed until The appropriate corrections are made by Trimet Raygal. Using this plan is admit– tance that all ;demotion on this plan has been examined and compared with other plans (example: archRechual plans) and any inconsistencies, errors, ambiguities or omis– sions have been reported to Trimark Raygaf far written corrections before completing bids ar commencing any mark hereunder. No additional allowance 41 be mode for such work unless it i3 agreed before acceptance of bids. Plumbing or electrical ports not supplied with the equipment as a standard Rem shall be provided by the plumber or electrician unless spediicaty indicated on this plan. 02 - 21 - 0$ ® PROGRESS PRINT 11 - 30 - 07 ® HEALTH DEPT. PLAN CHECK O BUILDING DEPT. PLAN CHECK t � ;111in ❑ BID SET JOB NUMBER : 5131 SHEET NUMBER ❑ CONSTRUCTION SET MAR 17 2008 P a l;etl @ GiLi"'JE: ° DESIGNER : TRIMAIRK RATGAL DRAWN : TRIMARK RAI CHECKED : TRIMAIRK I.AYGAL SCALE : 1/2" = 1' -ID' SHEET TITLE FIOOr, PET'AILS 8.2 r I V / EXHAUST WOOD & PPORT LOCATIONS FOR 3/4' TWREADED ROD. r 13 e e — , 4 1 . 4' 3 1. 6 ' T-4° 6' -a" " 8 -0' El 3 6' -8' SEE ARCHITECTURAL SUPPORT STt;IJCnJR4L DETAILS F- 3 1_8° V 4' -2' 1'-6' / Ii / , e e ` I 14 a H B m r Iry \77 7.' - \ ___ , } # PASS SHELF - 3/4' DIAI1ETER TF4 ADEP ROD 1.4ANIGER POINT. (TYPICAL) ALL STRUCTURAL SUPPORTS TO BE PROVIDED BY GENERAL CONTRACTOR F f /5:4 1 - �\. _( 0:5236 _3 Dog Do HOOD / OVER SHELF SUPPORT NOTE PLATE 3/8" X 31/2" X 5" W/ 11/16"x. HOLE FOR 5 /5" DIAMETER THROUGH BOLT CENTERED. PLATE TO BE INSTALLED IN LINE W/ PASS THR11 SHELF. REVIEWED FO CODE COMPLIANCE APPRO7fl City Of Tu' City BUILDING rt g f.SION MAR 2 r rOM SEE STRUCTURAL DRAWINGS FOR COLUMN AND BASE PLATE SIZE ArrACI-1 TO SLAB BELOW. SEE STRUCTURAL DETAILS FOR EXACT ATTACHMENT TUBE FOR SHELF STABILIZATION T Raygal Foadservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614-6269 TEL 949 - 4 1 4 - 1000 FAX 949 - 474 -1298 E- 11AIL :BRANINCS §TRIYARKUSA.COV This plan and the designs herein am the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without The written permission of a Trirnark Rayed company officer. My desired deviations to this plan must be oppraved in writing by Trimark Roygal before such work is done. it is the responsTdiiyr of anyone using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan are from available information. Trimark Raygal vilt not assume any responsibrdy for the accuracy of such information. Fabricators, contractors, etc. using this plan are to cofiinn all information on this plan with the job site. All information on ifia plan for the general contractor or the general con— tractors subcontractors to perform (plumbing, electrical, curbs, wails, building openings, eta) are for the sole purpose of equipment requirements; reference is made to the owner or arrcta"techrml plans for engineering or fisting of items not w.OW by Trirnak Rat Trwnork Rayed wil not mane any respon— sibility for engineering thereof. All building work thereof shall be by the general contractor including all roughing —in and find connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for such work If any such work is in Trirnark Raygal contract, it will specifically be indicated on this plan; if it is not specifically indicated on this plan, It is not a part of Trirnak Raped contract and shag be provided by others. TTmak Raygal wit assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building. Health Depart. ordinances, Fire Depart., eta.) or changes by the owner, architect or any other person outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed unal the appropriate cortscticna are mode by Trimark Raygal Using this plan is 'Ara— tones that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors, ambiguities or omis— sions have been reported to Trimark Raygd for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical ports not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02-21 -0S ® PROGRESS PRINT HEALTH DEPT. PLAN CHECK EmE4L1 con MAR 17 2008 S -I Iiyia i -+» aid ER DESIGNER : TRI1'1ARIC RAYGAL DRAWN : TRIMARIC RAYGAL CHECKED : TRINARK RAYGAL SCALE : 1/4" = 1' -0" JOB NUMBER : 5131 SHEET TITLE HOOD / OVERSHEL VES SUPPORT PLAN (K I TG HEN) SHEET NUMBER ❑ BID SET ❑ BUILDING DEPT. PLAN CHECK O CONSTRUCTION SET /< -8.3 ST. co GUARDS R .l,k ..avv .. -1st .... �.. .-� .. ..... _vr - d ...�...- .ISr.w ,.. L NE I ..... ..... i.. .. .. ....... .. - .... - .�. ...._.- ..... - -.... � ,._�.. _� .. .:.... ...... .. ... -.. .:- ...........: ..a. .. ,_. � ��r- �. ... ...._ �: WALLS 119W ..i F.. ,. .s:.. _iz.._+..f ..�L. �. .: a.. - -.- •. -.f... �... -_ -, .. .. .. - e.a.�. .. _._,� . - � ... _+.- ...V... "t•, -.. .:'y ..... r .. .., ".. _ -: -...- .._.ter .. .. _. .. - ..... s .r._...J.. .. ..i.i.ru............... ...:— :.._.. .._... a._.s.... _. s.i.F _.2.a. .[... ..- 4...i --.w .. 1 ......... ....tea. .> .....i'::, ._a.. ... .:.il - ..- ..•:f _b:.: :.r..:.Jw•.: r. ...a .. ,_- r'7y % _...__..._. .._.....- _I- :.,.L....,... -... .....,... .— .J-_.. r -.' .. .. 10 - 0 n _ 1 .s __- r,"- -,. .. .. _.. _ -.. ...y_. -... -. ....i s _.:.,.:.__ _- .._.3_....LS....ir...- A...S. ... a ":'sy ,t.w ...... ..s .: ..._. s'tui'•' uw ..t. c .:::; ,. .`sJ: v.L".i.. �C 1 L J L ASIaSvEB� %\ \ ] V .' `. - 1181 NO. 222 MEM NO. m Ir ti 1 �0.222 , .9 STARLESS WALT SHELVES S1 EL ICE TEA B1 131 OWNER 1 N 4 -o UER ` • ST,A NiN l.1:SS : MALL S1�LV1 8IEEI. =8 4 S WALJ. vrI�LYES 1 1 " 3 _3 g 14' -0u I ItE1 h!p 93 1 a , 6'4° 11 - /Jl n 1f/ I ITEM NO. 30 S1: $1T. COWER Gl GUARD + �f�'1 11E31 Nil 83 1J 8T SIT.. WALL � _ S .. <. I 9l8 2' -"1° ,� � ITEM NO. T15 CO FFEF� LIPS UTALI.S UM P1�f' .9rpollira I " lit YI STRS —� �1�001� S T . S RECIPE HOLDER MOW S75 �3 I4vA S77 I t Ol1P1 ea 2 -® �� DISPENSER >3! l�t E �, S = \ `` �` , �, \\\•, I m y \• I NO.30 ST. TL CO R - - v = - - 1 N - , o M O a = k.1. Y f II M M C O 'QF C / O+�► H — '- F ( f j � 7aT ���f i LNE L > S WTtH FRP Ill _ Y p ndoo _ � ¢ 100 , _ PTEP1 9T E KE E is, d PAPER TTOWEL ER BEYOND I I , __ . • - % r -! I! - 1 ITS1Mo rn SODA MACH11� .. . � w ii . t4 �X x >� _ J _•_.ir4 I • —•. rra�_ iff ...__.._ - -_ .- - j _ / r O _ A Ill J 82 ; ' ' EMI i�:........ o . ' =r &' I li z 4 ,/J mEm NO ACE 111 S T IUO�C tA i e I' r� , �` ti i• 3. I i.'... _ ' Cia SLICER I i St 811- : __ muumiUti DISPENSER �..... _ _ _ ■ ■ ■■ ■I _ 111111111111111111 1 4AND ■1■ it ITIV I.1 l 1 I .,. MEW M11111111111. i - it =11 S/ tV TRAY HOLDERS V MA ITEM 140 n4 STAML 221 WOW, �- _ MHO. SUNLESS WORK 8�i 1 TABLE S� NIGHT GOER PREP V BRACKETS 111 -8 ° NIGHT COVER T8 1 NO. 96 Ef S I� ItEM NO. FG1T2�t COOK 95 TOP r EM NO. CONVECTION OVEN 94 NO 141 ITEM NO �X U101 C TABLE $1 - 0w `i8 ELEVATION OF BEVERAGE AREA @ DINING ROOM *1 ; _ ,` E ELEVATION OF PREP COOK SC ALE 11 i [ REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 f" 2206 City Of Tukwila ON FACE CIF r•'+ 8/8 8/8 MECHANIC& CHASE: Mi VE ME i NO. 164 - Ci)TLioTB MICROWAVE OVENS 15/8° DIAMETER 8/8 SUPPORT - SEGLRI�p t0 S7RiJGTUI� FNI51,1ED2 CEIt.IPJC� -lei NO 161 8/8 PIZZA BOX SQUI4RE BLDG. SUPPORT DV MI (5) N0164 ME OVEN REQUIRED 4 ITEM 110. bbl ITV 1 N0. I 15/8" DIAME R S/8 SUPPORT REIVIE S DATA NO. 162 MARE BLDG SUPPORT POST BY ll�lH S/S TRIM 13Y KEC ITEM DO I�N0.164 VE OVENS () OtJT ► FINIS-ED POST BY G.C. WM4 e/13 TRIM BY KE�C. 148 a PIZZA BOX QrNIZER ABODE CEILING MI NO. 162 ME'1 NO. 162 REMOTE ITEM No 164 REMOTE PRINTER MICR�OUi14VE OVe iS PRMTER O UtLET Fle tER SCI� (5) . . A- . FED DATA POR SCR l� MECHANICAL I 1 -t L ABOVE CI~ TO STRUCTURE l9 fTEM NO 166 r -. - ., .; GERLi1�a \ o OIIZER ITEM NO. StAMLErBS OVER SFELVES 143 ITEM NO. STEEL 818 PAN 142 RAIL PRA CUTLET COMi•I. • - 162 MINTIER CN --- FACE OF CHASE (5) REQUIRED ITE Nil 163 PRINTER OUT ET DATA POW , ITEM Nil 164 MICR WAVE oval � (5) = ^' CAA "WON . � I ITB'i REACH ORATOR - NO. - N PEAR DATA OUTLET PORT P.O.S. ItEM NO. 164 MIC :WANE OVE S (5) REQUIRED / \ NO: 89 BLE fTEhl STA OVER SFELYES IT E1'1 NO. 160 TICKET RAILS NO 143 SS STEEL 5 f . -. i wrw•1 1: . ... :. ..: i ii BACK SIDE BACK ODE � iCIC SIDE PORT BACK SIDE " BACK SIDE tTG RAILS S 7 . :.. ......:._ ..... 01 } ITEM NO 1 ° , 151 REMOTE-4• eCNIES■1 4 \ .WIL ° Ifil __ � � . 1 ' 141 ∎A a1M1' . aw f a -� • ;, e < narw - j 1 �■rwrwrrrrrwwwwr■ !W ® 1 \,..,, - HE AT LAMP CONTROL- LU/ MDIGAtOR LIGHTS ZINNIMI HEAT LAMP CONTROLS �■. _ __ .j �1E • :a- •: , • {• f TTEM Nil 160 TICKET RAILS . a • y _ _ : ' t — x �' � C HOLDER C BRACKET O. TICKET RAILS WINTER ■ MTD. ELECTRICAL TOP •t<< r . I 160 TICKET RAILS M q M 1•I RECIF ON 1TE3`1110 TICKET RAILS ITEM N0160 HOLDER ON y Ii ITEM N0.89 1 DUAL I- EAT LAMPS ,� '\ LIGHTS ✓J .. it - al = _ M_. - ITEM11161 1 I 141 ° f _ / ri' CLOVE _ * LOVE \ � .. ..." ................_...__.. _,._..........�..............._ _ ......... ...... ...,......_.___ ......,......... ,.... ,. N iTHr1 o 144 COLD T ST. St WA11 Cam' 8 CORNER GUARD M PAN SLIDES S/r ffiEM NO. E4-► �� ..... r .....,,....... -... , ..mom _._..14W- .._ FAR — ITEeM NO.141 NO GLOV9r BOX X / P 145 1•IQL. ER 7-I WARMER . -' - R e��r r . _._...,..-- .-._ -. . _�_.— L , .. ,. ., ,. .. 1 .— ,— ....._..—. —.— rlI4■I�I1E■i■n — ell Mg L _II P `, • IC I Li I� U 1. U ■ S111 CA)' ■ ■ ■ 149 L►� — 0 � I..u.d �� o ) _ — — - 7i - _ D �R AIELI. _b _ � �� • I ° � '� O o I I ; , I I 3 1 MI6 ____Aldli IMMIN ■■•■••■••111110111111 11&\ 0.55 . . . . . i ir AI . n n fl ff Li II I V 14"x14" FRAMED OPENWaS cl.E le COUNTER LOW LL AT " AFJ: SEE SHEET FOR LOCATION. N TRASH T Gam COUNTER LOIU WAL.L AT +8° APR SEE SHEET K -3JJ FOR LOCATIC4. LL u. E' T K -311 C1) REQUIRED FILLER FAUCET E ELEVATION OF CHEFS COUNTER (CHEF'S SIDE) SC ALE 4 ELEVATION OF CHEFS COUNTER (PICK-UP SIDE) SCALE NTS _ \ ) ob.,„....D3/43 /� ITEM W. > StANLEB iEEI. MALL el-ELVES 1 n �, .� — STL CORNER GU ARD d NO 30 CORER ITEM NO. MO STANLESS StI:EL WALL •7T7G�I.•G4 I iG' -2° r11rM No 190 STAit -ESS 82EJ- 11141-L SHELVES $' -9" ril I NO. 30 1181 GUARD St !OIL i DIS PEN SER t �t1O 30 ST.87LC01R GUARD STS CORER WARD \ I ST ,` N v ti I DISPENSER ' T v __........._ -.n j d �► i I I I I 1 1 I I 1 i 1 1 �� P a ono. ° °. t1! fn U� S O v 11 I 8 ` St s W�cr �t.E W/ PRAY LOCK t 4�4�4�4 8(AA �4 SSA tiAC�I � 8 WORKTABLE uE R ' I r% i, 1 �� o o v Ill 1A! -, 1 _ I o�o I 0 I A ill ... A _ I A ITT JUICE .41111111M , A 11111 11111 cri - a t '— A 1 MEM NO. TT1 ICE TEA BREUER 1 11111 lull o DIMMER BY CI[P .__._- - J ; r - I imsr - 1_, in 1111 111111EI I li IL 111111111111111 I MIK ' --- , I Ma' HAND NB ORATOR ON CASTERS S1 ITEM WORKTABLE PORTABLE R ABBY. ON CASTERS EASE R LO LL lL� ON CASTE=RS DOLLIES. 6'-i L SW ICE ME A MUER *2 rr 1 WORKTOP ON CASTERS ' TOR GL RACK ST. S 6' -3" toot AEE.Ee � ""� RA C rrEm F HOLDING CASKET NO. 199 S .t ELEVATION OF DRIVERS TABLE AREA igisum S ` AI -0° 1 111/111, 5A ELEVATION OF SERVICE AREA SCALE II 5 TriMark Raygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614-6269 TEL 949_4 ^ 1000 F A X 949 414 1298 E- 11AILARAWINGSCRIYARI<USA,C011 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the wrften perm'nssnon of a Trimark Roygal company officer. Any desired deviations to this pkm must be approved in waiting by Trimark Raygal before such work is done. It is the responsibility of onyane using this plan to read and become familiar with all information shown hereon including any list of notes. Measurements on this plan em from aw le information. Trimark Raygal will not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job sae. AR Information on this plan for the general contractor or the general con— tractor's subcontractors to perform (plumbing, electrical, curbs, walls, building openings, etc.) am for the sole purpose of equipment requirements; reference is made to the owner or architectural plans for engineering or listing of items not supplied by Tr merk Raygol. Trimork Roygol i not assume any respon— siblTrty for engineering thereof. All bulling work thereof shall be by the general contractor including all roughing —in and final connections and all runs to equipment and in— cluding all fittings or any other parts materials or labor for such work If any such work is in Trimark Raygol contract, It rill specifically be indicated on this plan; if rT is not specifically indicated on this plan it is not a part of Trimark Raygal contract and shall be provided by others. Trimark Raygal coil assurne no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart ordinances, Fire Depart die.) or changes by the owner, areMect or any other person outside of Trimark Raygal with authority to the design. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections are made by Trimark Raygal. Using this plan is admi— ts= that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies, errors ambiguities or omis— dons have been reported to Trimark Raygal for written corrections before completing bids or commencing any work hereunder. No additional allowance will be made for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plu or electrician unless specifically Mooted on this plan. 02 -21 -03 ® PROGRESS PRINT 11 - 30 - 0! ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK SHEET NUMBER ❑ BID SET JOB NUMBER : 5131 O CONSTRUCTION SET MAR 17 2008 DESIGNER : TRIi"'IAR IC RAYCzIAL DRAWN : TRIi 1A ( R4YGAL CHECKED : TRIMARK R,AYC AL SCALE : 14S NOTED SHEET TITLE EOU I PMENT ELEVATIONS X 9.1 .. , .. ... ..... _. .., . ..s... .._ .. . ,... .. ,.. .. _ . .. .: .. _.. L . - •:•t - - ;-- Y. ' d :n _ �'r {: c r -� : :_, .. a .,...._,•.. ....F ...,_ .. _. ti . v, . . , .. ,. , .° :. .. _.. _ _.. n... ' { r ....._ .... .._... v,....... _._ ,. _i. .5.. .. _. . ..._...., ... ....,... _. .. ... .r _ ,.. _......._.. _..._... .. ....... ......z,._..,.. . .._. e:!F:. ., .... _._. v,... .t,5 ^:-__ ......, " :.1 :•, :r ......r 7i- '' i'r: ... r :YLv - .... ?� .... .n. -.... . r' . : : '� '.... . .... .: ' ..... s.. .. 4....1......s- � .. 8' -6" OA FIXTURE 14' -4 OA EQUIPT. , 2'_10" 6' -10" OA DISHTABLE J 2' 5' 6' -3" OA FIXT R , 1' -3' 6' -0" l'-311 -1" -6" , �, 73"/ i , PRE-RINSE I assi.Y 0 / MI NO. 58 ITEM NO. 61 BoQSTER I- EATER 4 WALL BR,4c r °' rt1:M NO. 61 / —II o kik d ITEM N0.58 C AT >r HOOD BOOSTER I-EATER 4 . — -- G 7E HOOD WALL E31' HYAC ---a I 1 .L.i1N3A 119- R. 111 fit I I I _ � = � IlI I I 2' - 5w , 'I 2'47" 5 -� OA. SHELF �, NO. 54 ST. STL. DOl1BLE Pot RACK Asst. fT1=M NO. 52 bT�.4D. NO. 3 SHELV�+IG cp J I I�1 NO 64 N St 5T. o. >y b FLASING St 574.. WALL : ∎ ∎ ∎∎ inigi lilrrr r■ar■�rwwn� ∎∎ _ IT81 No30 15/5 WALL CAPS 4 CORER GUARDS / / f ITEM NO. bb �Y ° # ' r I in 11 ` Al L�11T / I \\,\ , NO. 54 ST ITEM NO. 5 8F�.1.1= RR-Pat STStL�11L41.L (2) MO t� (U REQUIRED FLASH�Its ~ QIJID FAUCET - D - @ r ► I ' .b9 .. r �� ,, ACKSQ.N 1 t I E _ _ � " "'"".`'/ ! - I MIMEOS WALL F1.4gFl s 1 % siACKSOf ftEhl NO. 60 C7UTLINE AF DISHUTASHER i I i ,,,�,,,; I i 1114-1 NO. G4 STAINLESS STEEL WALL H.A`#iVdG ° l ®D S SHT 4�I.E j ASSY. ITEM 140. � i ( ,48SY. (U -. !!' �17fl`I NO 52 U REQUIRED MI ,, a, ; I I ( , ., IT �t No bl $T: StL SO 1 �.. / 1 2 : 4 — 1 11"ie - i 1 - L P (1) q I (1 II , cc ; r ! 5T. Sit UNTM:34-EIF / / . . F—I1EM No30 515 WALL CAPS 4 Ca@ R S s Q li ST: STL. I , I $t $ B� al jT &r � SC E REM01/� 5NC W/ ITEM_ (I) REQUIRED ELEVATION OF SCULLERY AREA SCALE 5 al' -2" REVI CODE APP,.; MAR FF C P�NI E 2 5 2000 I D T � � , ","' BUII D CO: __ I I l 1 1.._ � I I - I I 7 I I _.. _ _ _ �_ _ .-._ .W_. _ -_ _. t ' 4 -6 % / f ® ITEM NO30 S/S WALL CAR 4 Co1ER . . :• , .47 / /� /% //7 / / iy _ �* -. I -- -•-� L C , ITEM Nil . 103 5T S�� 4 WALL CAPS IT NO. ITEM NO. 123 JADE JSB - a- -- - - ITEM N O. H EXHAUST ITEM NO 128 CHEESE MELTER I ITEM NO. I ST. S L WALL I MEM NO. 30 S COT R C,uAI�S 1 { 1 PIZZA EXI4M$T HOOD r ITEM WALL SF�1.IIES 6 I NO. TI I ITEM N0.16 St 4 4 ITEM NO. 103 S/S WALL FLASHING —P. ITEM NO. MO I. WALL SHELF ' -3" SALAMANDER r 3 -Il ' " a s w : � ` � >• 4 WALL CAPS I on \ a / 0 -= t4. I I I I I ^ r� } c -op .. 0 tit f F - i * \ \\\\ o ITEM NO. tit I I =MN \ � I 1 PA TOItEL DI_ E -_• _ 10 I { r j r L rC SIlN7CI°I �f I /.�! I N •• A t f 3 l i I •0 .. ._ — k e � . nt7, I - i ITEM NO 122 I ! � \ � , - 0 .� 19 -I II - ! MN ' "" , ITEM ITEM Nil. 126 1qb I /, -., •; i,44#2: - ... : ! \I ! • 4 /ITI NO 141 �� , i POT FILLER g ITEM Nil. 129 a W S" GRIDDLE PL S SPLASH ' -" E I ( I - I 1FOOD S/5 PAN RAIL INTEGRAL W/ TOP I N 11 n ".i. n t N N. � _ � , ___ _....__.._._ ii l�l�i�r�..��� f I � F2 )' . � ,,,,, _- I _ I ° Q I I I I I { j r / / • 0 0 onn . ..1. (.) .o o 4 a o ° i J o o — 0 dD 4D a➢ 0 . 6 A ■r, i1, = _ 1 s , 1II= { i F .. i I ; `s as I i -' A 119-3 e I ® .. ®.� - f . � ® i ■ a mill — _ . e J _, ®._.._._ L .._ _ ___J } i - ' i r� _____ t 6 MUM . u� ���.� 61111111111116 _ i : 1 I 1- ! .�I ICI S/5 ITEM NO. WALL 103 ITEM NO.104 FLASHING PIZZA OVEN .r ITEM POT NO. 115 ITEM PASTA RETHER'TALIZER NO. 121 ITEM (4) coat NO. 124 ITEM NO. 0.13 36" CHAR TOP W/ T R 11' -6" 121 ITEM BROILER CUSTOM ST. TR1SMT. 5TL. EQUIP STAND NO. 130 ST'L. REFRIG. (REMOTE) ITEM NO. FRYER ASSEMBLY 133 ITEM NO. ST. S!L POIRTABLE WORKTABLE 134 rrEM •. 80 $trfC ITEM NO. 136 ITEM REACH - IN REACI4 � D NO. 135 - IN � ITEM Nil. 31 lei NO. 13 rrEM 140.15 ITEM No.19 MEN NO 30 DRY S STORAGE >N 1 R WORK TABLE R g 41-6" , 4' ELEVATION OF ITEM 78 WORKTABLE /2a = O ELEVATION OF 2ND CHEF'S LINE UP & MAIN COOKING LINE -UP ;z ALE 7 D ° •■••••• 0 li k .. 3 { 1.14( SELF SAM ITEM 266 IR ITE1 13R NO. 18 I" T G� Met N BE •. 52 250 T . _- BY • I 8Y � I No. 256 BL STATION AMY ` 1 A GLI BY OWNER ii . r? ITW I NO. (3) — ITEM NO. 241 egos 25 g �NK STATION ITEM BEER I 254 R T . °7 '' • � R BY ITEM NO. 1 y 14 F BEER 1! j . 2 3 250 ITEM NO 266 ' �� , ed - 13 U 11 ' L SAFES 261-- v o , ; >.• ITEM NO 130 WALL CAP Iii 1 � �� r �r r #, s � t' . r f�iJ � �-fi . — � wr ITEM NO. 130 -WALL CAP 119'1C •� hi , , ! ; J1 aa11 iP rJ. ITEM C �L - _ u um W i `' I1 I. { __.__ o_- ••-. -• --- I i WAN L `W C � ITEM NO.2 ITEM OPENER . � 11 _ 1 — L: Mil OPENER L; �1 I J { I M �4 r - ' L T I I I 1 [ i 1 1::;: .. hi I a N �� 2 Asst. 4sST�Y 1 4 L r � REc � � 1c 0 BEER DI W/ ARSE I I 4S Y. 4 B 1 -> &Ilk J� ° l:o 6 c.I�RS ELEVATION OF LINK SAFE & LOCKERS 1/2" SCALE , n 11 ELEVATION GF BREAK TABLE n_ , n a '�,`� 10 ELEVATION OF UNDER BAR ASS l 1 SCALE n , u TriMark Ra-ygal Foodservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614-6269 TEL 949 - 414 -1000 F A X 949 - 474 - 1298 E- 11AIL:9RAWINGSOIRIOARKUSA.0011 This plan and the designs herein are the sole property of Trimark Raygal and may not be reproduced, changed or used by anyone, In part or whole, without the written permission of a Trimark Raygal company officer. My desired derahathis pion must be approved in writing by Trimark Raygd before such work is done. It is the responsmbnlity of anyone using this plan to read and become familiar with all information shown hereon inducting any list of notes. Measurements on this pion are from am information. remark Raygal voll not assume any responsibility for the accuracy of such information. Fabricators, contractors, etc. using this plan are to confirm all information on this plan with the job site. AA information on this plan for the general contractor or the general con - tractor's subcontractors to perform (plumbing, electrical, curbs, walls, buldmg openings, etc.) are for the sole purpose of equipment requirements; reference Is made to the owner or ardntecbiral plans for engineering or fisting of items not suppfied for engineer thereof holding work thereof shall neapon- siblity shall be by the general contractor inducing all roughing -in and final connections and ail nms to equipment and in- cluding all fittings or any other ports materials or labor for such work. If any such work is in Trimark Raygal contract, it will specifically be indicated on this plan; if ft is not specifically indicated on this plan, it is not a pert of Trimark Raygal contract and shat be provided by others. Trimark Roygal rill assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes mode necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart etc,) or changes by the owner. arduted or any other person outside of Tchiark Raygal with authority to the design. This plan becomes void upon such dwnges and work cannot be completed until the appropriate corrections are made by Trimark Raygd. Using this plan is admit- tance that all information on this plan has been examined and compared with other plans (example: architectural plans) and any inconsistencies. errors, ambiguities or omis- sions have been reported to Trimark Raygal for written corrections before completing bids or commencing any wait hereunder. No additional allowance will be made for such work unless II is agreed before acceptance of bids. Plumbing or electrical ports not supplied with the equipment as a standard item shall be provided by the plumber or electrician unless specifically indicated on this plan. 02 -21 -08 1I- 30 -01 ® HEALTH DEPT. PLAN CHECK ❑ BUILDING DEPT. PLAN CHECK '6 Pc1 DESIGNER : PROGRESS PRINT ❑ BID SET ❑ CONSTRUCTION SET Cie w W W :g( CO V 3 O ? 0 N � Q W 9 I � — V t � W MAR 17 2008 P — PEr s,uia t CLiif ER DRAWN : TRIt - 1AR< RAYC AL CHECKED : TRIMARK RAYGAL SCALE : AS NOTED JOB NUMBER : 513I SHEET TITLE ECRU I PMENT ELEVATI QN5 SHEET NUMBER TRIMARC RAYCaAL X 9.2 MEP ROOF PLAN KEYED NOTES / PROVIDE 6 AMP IN —LINE FUSE PER PHASE IN WEATHERPROOF JUNCTION BOX AHEAD OF MANUFACTURER SUPPLIES 1 MOTOR SWITCH. 4 PROVIDE 4 AMP IN —LINE FUSE PER PHASE IN WEATHERPROOF JUNCTION BOX AHEAD OF MANUFACTURER SUPPLIES MOTOR SWITCH. O PROVIDE 4 AMP IN —LINE FUSE PER PHASE IN WEATHERPROOF JUNCTION BOX AHEAD OF MANUFACTURER SUPPLIES MOTOR SWITCH. O PROVIDE 3 AMP IN —LINE FUSE PER PHASE IN WEATHERPROOF JUNCTION BOX AHEAD OF MANUFACTURER SUPPLIES 4 MOTOR SWITCH. 0 THE CONVENIENCE RECEPTACLE AND DISCONNECT SWITCH ARE FURNISHED WITH THE UNIT. 0, MOTOR SWITCH FURNISHED WITH THE UNIT PROVIDE 24" FLEXIBLE LOOP CONNECTION TO UNIT FOR HINGED ACCESS. O WEATHERPROOF JUNCTION BOX ON ROOF FOR EXTERIOR SIGNAGE VERIFY LOCATION PRIOR TO ROUGH —IN PROVIDE WP DISCONNECT SWITCH FOR SIGN. l� GFI RECEPTACLE IN WEATHERPROOF JUNCTION BOX FOR SATELLITE ON ROOF PROVIDE 2" CONDUIT TO ACCESSIBLE U CEIUNG ABOVE OFFICE VERIFY SATELLITE LOCATION PRIOR TO ROUGH —IN. KI I:: PROVIDE LIGHT SENSOR AND MOUNT SO SENSOR IS FACING NORTH WITH NO OBSTRUCTIONS IN FRONT OF SENSOR. 1 ' � } PROVIDE A NEMA 3R, 30 AMP, 3 PHASE NOF USED DISCONNECT SWITCH. 0, PROVIDE 3 #12, 3/4" CONDUIT FROM CONDENSER ON ROOF TO COOLER BELOW. SEAL ALL ROOF PENETRATIONS. 2 PROVIDE A WEATHERPROOF JUNCTION BOX ON ROOF FOR EXTERIOR LIGHTING. i3 PROVIDE 1" CONDENSATE DRAIN TRAP AND VENT AND EXTEND DOWN THROUGH ROOF AS SHOWN. REFER TO SHEET P1.1 FOR CONTINUATION. 14 NOT USED. 15 COMBUSTION AIR INTAKE VENT FOR GAS FIRED WATER HEATERS. COORDINATE ROOF PENETRATION, FLASHING AND COUNTER — FLASHING WITH THE GENERAL CONTRACTOR. 16 COMBUSTION AIR EXHAUST FLUE FOR GAS FIRED WATER HEATERS. COORDINATE ROOF PENETRATION, FLASHING AND COUNTER — FLASHING WITH THE GENERAL CONTRACTOR. 0 EXISTING PRIMARY/ OVERFLOW ROOF DRAINS TO REMAIN. PLUMBING CONTRACTOR SHALL COORDINATE ANY REQUIRED LEADER PIPING ADJUSTMENTS WITH THE FRAMING PLAN, /.1;\ 'ROUTE 3/4" COLD WATER UP THROUGH ROOF, CONNECT TO FREQEPROOF HOSEBIBB MOUNTED THROUGH ROOFCURB. REFER TO PLUMBING DETAIL ON SHEET P4.0 FOR ADDITIONAL INFORMATION. 19 LIGHTING LOCATED IN UPPER COVE ABOVE LOWER ROOF. 20 3" VTR. INSTALLED LOCATION SHALL BE A MINIMUM OF 10' —O" FROM ANY OUTDOOR AIR INTAKE. 2 ° GAS UP THRU ROOF AND CONNECT TO MAKE —UP AIR UNIT WITH DIRT LEG AND SHUT OFF VALVE. N N N N \ l� L T I 3. r SHEL1. ESUII_D!NG —SHELL BUILDING- RELIEF :400D SERVICE ACCESS DOOR FROM STAIRWELL. LANDING TO FIRST FLOOR ROOF. COORDINATE INSTALLATION WITH LANDLORD IGERATION RACK — SHELL BUILDING f.k'r:Ai1Si FAN B20 19 B20 (--) KB-23 KB -23 / MAU -1 1285 LBS y 19 KB -23 t_ MEP ROOF PLAN SCALE: 3J16 " =1' -0" o/A INT !BY 111 li /I 10' CLEARANC[ ' FOOTPRINT FROM ."- 0/A INTAXE l , 3 \ . a k s 3. 4 N \. RTU -1 (20 288 MBH 2860 LBS 2ND FLOOR ROOF 1ST FLOOR ROOF . KB- B20 19 J � KB -23 F 0/A IN BY D BELL (2O ION) 288 MBH 2860 LBS ;'bz0 0 KB-23 7 ,4320 NLL, 19 KB-23 /' N r- SHELL BUILDIN:; R u KA -39 WP,GFd M- 13;15117 60A/NF/3F 0/A INTAKE BY R1U 241 � — SHELL BUILDIN" EXNAIJ`il FAN \ B1U-3 (20 TON) 288 MBH 2860 LBS rrOy u 13 , Q 0 KB-23 / ^\ ' / \ lam / / / \ , — "1 I- \ \--- -SHELL BuiLDINL RELIEF uoou / "B20 i9 / TSB -23 I \ ` \ , / \ \ . KA -39 WP,OFd M-19.21 23 / Ni; ;.DING - - - - -, REL+' =_r: ;.HOOD \\ 7 / , -' 92 0 19 0 kW L r— SHELL SLI:LDING RTU ; 23 -23 -23 - 23 23 - 23 • Carter' CARTER BURGESS, 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247-4925 EXPIRES: 04-07-2010 03.11.2008 ID<PIRES: 09-30 2008 03.112008 C CC mini LLI =I CO P MEM 01. LL 0 17. I NMM 141 0 la was let CO dei t wos =El KO ir FEEN 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CL 92647 SHEET NUMBER' INLINE C&B JOB NUMBER' DATE ISSUED" FOR PERMIT HEALTH DEPT PERMIT CONSTRUCTION /5\CITY EEC CMN TS 2/22/08 SHEET CONTENTS. MEP ROOF PLAN MAR 1 7 2008 ifJt- MEP1.1 11 /30/07 01 /25/08 03/11 /08 1. DWV PLUMBING GENERAL NOTES KEY NOTES WITH ELLIPTICAL SYMBOL AND NUMBER CORRESPOND TO KITCHEN EQUIPMENT SHOWN IN KITCHEN PLAN SHt±IS. 2. ALL EXPOSED PIPING IN PUBLIC AREAS SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO THE WARM SIDE OF THE EXPOSED BUILDING. 3. THE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE COORDINATED WITH ALL ELECTRICAL AND MECHANICAL EQUIPMENT, AND STRUCTURAL SLAB AND FRAMING. 4. REFER TO PLUMBING SHEET P3.0 FOR PLUMBING FIXTURE AND EQUIPMENT SCHEDULES INCLUDING SPECIFICATIONS AND ROUGH —IN SIZES. 5. REFER TO THE KITCHEN DRAWINGS PREPARED BY THE KITCHEN EQUIPMENT SUPPLIER FOR ADDITIONAL INFORMATION NOT SHOWN ON THIS SHEET. 6. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE KITCHEN EQUIPMENT SUPPLIER FOR THE COMPLETE INSTALLATION AND SERVICE CONNECTIONS OF ALL KITCHEN EQUIPMENT. 7. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL DRAIN UNES FROM KITCHEN EQUIPMENT. REFER TO THE KITCHEN DRAWINGS FOR PROPOSED SIZES AND ROUTING. ALL INDIRECT DRAIN LINES SHALL BE INSTAI I FD WITH APPROVED AIR GAPS. 8. REFER TO ARCHITECTURAL AND MILLWORK DRAWINGS FOR DETAILS OF COUNTERTOPS, CASEWORK, AND OTHER FIXTURES, SHOWING EXACT LOCATION OF OPENINGS FOR PLUMBING ITEMS BEING INSTALLED. COORDINATE THE COMPLETE INSTALLATION WITH THE GENERAL CONTRACTOR. 9. THE PROPOSED ROUTING AND SIZES OF UNDERSLAB SODA AND BEER SLEEVE UNES ARE SHOWN ON THE KITCHEN DRAWINGS. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR COMPLETE INSTALLATION AND COORDINATION WITH OTHER DISCIPLINES. 10. REFER TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CHANGES IN THE BUILDING FINISHED FLOOR ELEVATIONS. COORDINATE SANITARY INVERT ELEVATIONS IN THE FIELD. 11. PLUMBING CONTRACTOR TO ARRANGE AND PAY FOR ALL REQUIRED FEES, PERMITS, AND MISCELLANEOUS COSTS ASSOCIATED WITH THE PLUMBING WORK PER LOCAL PLUMBING CODES. PITCH ALL WASTE AND DRAIN LINES A MINIMUM OF 1/4" PER FOOT IN THE DIRECTION OF FLOW, OR AS REQUIRED BY LOCAL CODE. 13. ALL OPENINGS IN DWV SYSTEMS RESULTING FROM INSTALLATION ROUGH —IN SHALL BE PROTECTED WITH A TEST PLUG THAT IS SECURELY LOCKED IN PLACE UNTIL FINAL FINISHED CONNECTIONS ARE INSTALLED. 14. ALL TENANT GREASY WASTE PIPING BELOW SLAB TO BE INSTALLED COMPLETE WITH HEAT TRACE AND INSULATION PER LANDLORD REQUIREMENTS. 12. DWV PLUMBING KEYED NOTES ROUTE r VENT UP TO 3" VTR. COORDINATE ROOF PENETRATION LOCATION WITH OUTDOOR AIR INTAKE OF ROOFTOP V EQUIPMENT. MAINTAIN A MINIMUM 10' -0" HORIZONTAL CLEARANCE. 2 ROUTE PRIMARY CONDENSATE DRAIN LINE DOWN FROM ROOF MOUNTED MECHANICAL EQUIPMENT AND EXTEND BELOW THE ROOF AS SHOWN. PITCH ALL CONDENSATE PIPING A MINIMUM OF 1/4" PER FOOT IN THE DIRECTION OF FLOW. 3 ROUTE CONDENSATE DRAIN UNE DOWN IN WALL FOR A CONCEALED INSTALLATION. EXTEND ABOVE FLOOR AND 3 BEHIND EQUIPMENT FOR AN INDIRECT CONNECTION TO AN APPROVED RECEPTOR. GREASE INTERCEPTOR SHALL BE PROVIDED BY THE LANDLORD AND ITS INSTALLATION IS COVERED BY THE BASE BUILDING PERMIT. REFER TO WESTFIELD DESIGN AND CONSTRUCTION FOR ADDITIONAL INFORMATION. 5 ROUTE WALK —IN COOLER/ FREEZER CONDENSATE DRAIN LINE AS HIGH AS POSSIBLE AND ALONG WALLS AS SHOWN. V=// INSULATE ALL CONDENSATE PIPING AND PITCH A MINIMUM OF 1/4" PER FOOT IN THE DIRECTION OF FLOW. SEAL ALL COOLER WALL PENETRATIONS WATER TIGHT AND COVER EACH WITH AN ESCUTCHEON PLATE. PROVIDE FULL SIZE TRAP AND EXTEND ABOVE FLOOR AND BEHIND EQUIPMENT FOR AN INDIRECT CONNECTION TO AN APPROVED RECEPTOR. 6 6 CONDENSATE DRAIN LINE IN THE WALK —IN FREEZER SHALL BE HEAT TRACED TO PREVENT FREEZING. HEAT TRACE TAPE SHALL BE PROVIDED BY THE KEC, AND INSTALLED BY THE ELECTRICAL CONTRACTOR. (i PROVIDE FLOOR CLEANOUT A MAXIMUM OF 100' --O" ON CENTER OR AS REQUIRED BY GOVERNING CODE. N.'J COORDINATE LOCATION IN THE FIELD. /7,7 TO SHEET MEP1.0 FOR CONTINUATION OF UNDERGROUND SANITARY PIPING. COORDINATE PROPOSED ROUTING WITH SITE UTILITIES, GRADING, LANDSCAPING AND CONCRETE WORK. 9 Q REFER TO SHEET MEP1.0 FOR CONTINUATION OF UNDERGROUND GREASE WASTE PIPING TO GREASE INTERCEPTORS. COORDINATE PROPOSED ROUTING WITH SITE UTILITIES, GRADING, LANDSCAPING AND CONCRETE WORK. O REFER TO SHEET MEP1.0 FOR CONTINUATION OF UNDERGROUND ROOF DRAIN LEADER PIPING TO STORM SYSTEM. COORDINATE PROPOSED ROUTING WITH SITE UTILITIES AND CIVIL DESIGN DRAWINGS. O TERMINATE OVERFLOW ROOF DRAIN LEADER PIPING TO DOWNSPOUT NOZZLE ON EXTERIOR WALL REFER TO ARCHITECTURAL DRAWINGS FOR INSTALLATION DETAIL AND PROPOSED LOCATION. 12 ROUTE PRIMARY AND OVERFLOW ROOF DRAIN LEADER PIPING BELOW ROOF AND ABOVE WALK - -IN COOLER AS SHOWN. O PRIMARY AND OVERFLOW ROOF DRAIN LEADER PIPING SHALL EXTEND DOWN IN EXTERIOR WALL FOR CONCEALED INSTALLATION. COORDINATE WITH FRAMING. 14 PROVIDE CODE APPROVED ISLAND VENTING FOR BAR SINK. REFER TO SHEET P4.0 FOR INSTALLATION DETAIL 15 TRENCH DRAIN SHALL BE EQUIPPED WITH LOCAKABLE COVER FOR WATER TIGHT SEAL DURING NON —USE PERIODS. 16 CONNECT VENT PIPING TO MALL'S EXITING VENT SYSTEM. 17 PROVIDE ZURN Z884 WIDE SHALLOW TRENCH DRAIN SYSTEM COMPLETE WITH HEEL —PROOF GRATE AT REVOLVING DOOR ENTRY. ROUTE DRAIN UNE AWAY FROM BUILDING (1 PER FOOT) AND TERMINATE AT F.O.C. SEISMIC JOINT. TYPICAL FOR ALL PIPING CROSSING THE EXPANSION JOINT. 1 TERMINATE EMERGENCY OVERFLOW ROOF DRAIN WITH DOWNSPOUT NOZZLE. 0 2 ROUTE PRIMARY ROOF DRAIN LEADERS AS SHOWN. EXTEND COMBINED DRAIN LEADER TO SHELL BUILDING STORM DRAIN PIPING. FIELD COORDINATE ACTUAL LOCATION AND CONNECTION. ' 1 lltrifillinr',11€10 10 * 1 1/2' MTV `77.347 XXIMit .�.. .,..._...A..... .. 5555 ; 5555... .. I ' AWES ... 5555 .. . ... (E) 4 VENT --4p Et 0--(E) r VENT S 1'" J CO 5 &' • \ ,: SCALE: 3/16 =1' -0" 1t —e Ewa PLUMBING SEWER AND VENT \\t \' ''� - / -' \ { f€ { X !t f > > fi t€ IP A NUM, MAN VIE a :RTI - RA ITEM § 1 VZI P EXACT L!!!!] NTH ARCKTECT AND MA1 EER ,i ,; .;, i % * _ i / / / '. - - / �. ' 7 1 1 /2' \ \ • \ \ \ \\ \ r , \ a \ \ \J 4, . i • 5.555 w . \; ; ., w .�. ^•_ n ld'Ja� b Carte CAR'S & BURGESS, MC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04-07 -2010 03.11.2008 CO CO L!J CO LU P iss imism FEE C 0 mim cb Rai 0 IsT CO wise F GO CD ft LU IUD PP 7755 CENTER AVE STE, 300 HUNTINGTON BEACH, CL 92647 DILINE C&B JOB NUMBER. 024203.014 DATE ISSUED. 01 -25 ®O8 FOR PERMIT ISSUES. HEALTH DEPT PERMIT CONSTRUCTION REVISIONS. CITY PLMB CMNTS 02/21/08 CLARIFICATIONS 02/22/08 ,A OWNER CMNTS 02/22/08 SHEET CONTENTS. PLUMBING SEWER AND VENT PLAN MAR 17 2000 PER i GL,N i EF SHEET NUMBER. P1.1 11/30/07 01/25/08 03/11/08 ._w NOWAIllanilIT WATER PLUMBING GENERAL NOTES 1. KEY NOTES WITH ELLIPTICAL SYMBOL AND NUMBER CORRESPOND TO KITCHEN EQUIPMENT SHOWN IN KITCHEN PLAN SHEETS. 2. ALL EXPOSED PIPING IN PUBLIC AREAS SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO THE WARM SIDE OF THE EXPOSED ROOF STRUCTURE 3. THE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE COORDINATED WITH ALL ELECTRICAL AND MECHANICAL EQUIPMENT, AND STRUCTURAL SLAB AND FRAMING. 4. REFER TO PLUMBING SHEET P3.0 FOR PLUMBING FIXTURE AND EQUIPMENT SCHEDULES INCLUDING SPECIFICATIONS AND ROUGH -IN SIZES. 5. REFER TO THE KITCHEN DRAWINGS PREPARED BY THE KITCHEN EQUIPMENT SUPPLIER FOR ADDITIONAL INFORMATION NOT SHOWN ON THIS SHEET. 6. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE KITCHEN EQUIPMENT SUPPLIER FOR THE COMPLETE INSTALLATION AND SERVICE CONNECTIONS OF ALL KITCHEN EQUIPMENT. 7. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL DRAIN LINES FROM KITCHEN EQUIPMENT. REFER TO THE KITCHEN DRAWINGS FOR PROPOSED SIZES AND ROUTING. ALL INDIRECT . DRAIN LINES SHALL BE INSTALLED WITH APPROVED AIR GAPS. 8. REFER TO ARCHITECTURAL AND MILLWORK DRAWINGS FOR DETAILS OF COUNTERTOPS, CASEWORK, AND OTHER FIXTURES, SHOWING EXACT LOCATION OF OPENINGS FOR PLUMBING ITEMS BEING INSTALLED. COORDINATE THE COMPLETE INSTALLATION WITH THE GENERAL CONTRACTOR. 9. PLUMBING CONTRACTOR TO ARRANGE AND PAY FOR ALL REQUIRED FEES, PERMITS, AND MISCELLANEOUS COSTS ASSOCIATED WITH THE PLUMBING WORK PER LOCAL PLUMBING CODES. 10. PLUMBING CONTRACTOR TO FLUSH AND SANITIZE ALL WATER LINES PRIOR TO THE INSTALLATION OF THE FILTRATION SYSTEM. 11. ALL WALL PIPING STUB -OUTS SHALL BE SECURELY TIED TO THE STRUCTURE WITH SUFFICIENT BACKING TO ELIMINATE ANY MOVEMENT. 12. PLUMBING CONTRACTOR SHALL INSTALL FLEXIBLE QUICK DISCONNECT WATER SUPPLY CONNECTIONS ON BEVERAGE EQUIPMENT INCLUDING COFFEE AND TEA MACHINES. SUPPLY CONNECTIONS SHALL BE FURNISHED WITH THE EQUIPMENT PACKAGE 13. ALL FIXTURES AND EQUIPMENT SHALL BE INSTALLED WITH WATER SUPPLY STOP VALVES IN ACCESSIBLE LOCATIONS. 14. PROVIDE WATTS NO. L111 TEMPERING VALVE TO DELIVER 110' WATER AT EACH HAND SINK AND LAVATCRY. INSTALL UNDER FIXTURE FOR READY ACCESS. 15• SINKS AND EQUIPMENT SHALL BE INSTALLED WITH WATER SUPPLY PIPING HAVING 1/4 TURN BALL VALVES. 16. FINAL CONNECTIONS TO SINKS IN THE KITCHEN SHALL BE HARD PIPED. FLEXIBLE CONNECTIONS ARE NOT ALLOWED. WATER PLUMBING KEYED NOTES O 1/2" HW & CW DOWN IN WALL PROVIDE HOT WATER TEMPERING VALVE AS SCHEDULED IN THE GENERAL NOTES. K 0, 1/2" CW BELOW FLOOR, FROM TRAP PRIMER TO RECEPTOR. O DOMESTIC WATER BOOSTER PUMP SHALL BE INSTALLED ONLY AS REQUIRED TO SUPPLEMENT INCOMING WATER SUPPLY PRESSURE FOR 65 PSI DEUVERY TO THE WATER SYSTEM. COORDINATE WWITH SITE CONDITIONS. PLUMBING CONTRACTOR SHALL OBTAIN APPROVAL FROM THE TENANT'S REPRESENTATIVE PRIOR TO INSTALLATION, AND COORDINATE POWER REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. /7\ PLUMBING CONTRACTOR SHALL ROUGH -IN 6" ARE SERVICE TO THE MECHANICAL ROOM. THE FIRE RISER ASSEMBLY �\-:J SHALL BE INSTALLED BY A LICENSED FIRE PROTECTION CONTRACTOR. V PROVIDE INLINE HOT WATER RECIRCULATION PUMP AND CHECK VALVE IN THE MECHANICAL ROOM. 2 1/2" EXISTING DOMESTIC WATER SERVICE. REFER TO THE CIVIL DWG PACKAGE FOR CONNECTION TO SITE \Z./ UTILITIES. BACKFLOW PREVENTION SHALL BE SPECIFIED BY THE CIVIL ENGINEER, AND INSTALLED ON SITE AS SHOWN BY THE CIVIL DESIGN. (7\ 6 FIRE WATER SERVICE. REFER TO THE CIVIL DWG PACKAGE FOR CONNECTION TO SITE UTILITIES. BACKFLOW LJ PREVENTION SHALL BE SPECIFIED BY THE CIVIL ENGINEER, AND INSTALLED ON SITE AS SHOWN BY THE CIVIL DESIGN. O NOT USED / SLEEVE AND INSULATE CONTINUOUS PIPING UNDER SLAB. STUB UP AND ROUTE IN BAR DIE TO FIXTURES/ V2L// EQUIPMENT. SLAB PENETRATIONS SHALL BE SEALED WATER TIGHT AND LEVELED FLUSH WITH FINISHED FLOOR. 10 SLEEVE AND INSULATE CONTINUOUS PIPING UNDER SLAB. STUB UP AND ROUTE IN HALF WALL DIE TO FIXTURES/ EQUIPMENT. SLAB PENETRATIONS SHALL BE SEALED WATER TIGHT AND LEVELED FLUSH WITH FINISHED FLOOR. O PROVIDE LINE SIZED SHUT -OFF VALVE RECESSED IN WALL. PROVIDE ACCESS DOOR FOR MAINTENANCE AND SERVICE. 12 SEISMIC JOINT. TYPICAL FOR ALL PIPING CROSSING THE EXPANSION JOINT. E'er. PROVIDE FLOW METER AND BACKFLOW PREVENTCR (AS REQUIRED) r SCALE: 3/16" =1' -0" WATER PIPING PLAN / t i i J R w fl I I L. i PA —I1A.. PLAN VIEW REr"1GER ,1`I& RACK ITEM 1 VERIFY EXACT LOCATION L� Mk T1 ARCH f €CST AND Nor€ lEI; 1P -1 IN ACCESS PANEL I __1 TP -1 IN ACCESS PANEL 113. } x ) AR ; I r . v � CD ... fl%t V ' ;u, PROPOSED LOCATION OF OVERHEAD 2' COLD WATER STUB. MINIMUM BO GPM/ 65 PSI 1P -1 IN ACCESS PAN te r.. e ms . —1 IN ACCESS PA 1- " .• ;E pY aggigi 4 4 r ornY444444,4 _.__.... .d.,. Li ;5 .4 , Carter'Burg CARTER a BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 [ EXPIRES: 04 - 07 - 2010 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CL 92647 CRIB JOB NUVBER, 024203.014 DATE ISSUED. 01®251°08 FOR PERMIT ISSUES. HEALTH DEPT PERMIT CONSTRUCTION SHEET CONTENTS. PLUMBING WATER PIPING PLAN MAR 17 2008 PEIh,4., [ER SHEET NUMBER, 03.11.2008 CO CO LU > Fan Ple C,,2 0 la m CO CO 0 ) ftli INLINE P1.2 ..� w /.000.RC.pHo.i .W OMOO! 6... M_-F_ - -- 11/30/07 01 /25/08 03/11 /08 GAS PLUMBING GENERAL NOTES 1. MECHANICAL GAS SHUT—OFF VALVE FOR HOOD FIRE PROTECTION SYSTEM TO BE MOUNTED AT +12" ABOVE FINISHED CEILING TILE. PROVIDE A LOCA11ON DECAL ON THE CEILING TILE INDICATING "HOOD VALVE ". 2. ALL EXPOSED PIPING IN PUBLIC AREAS SHALL BE INSTALLED AS TIGHT AS POSSIBLE TO THE EXPOSED ROOF STRUCTURE, ABOVE THE BOTTOM CHORD OF THE ROOF JOISTS. 3. THE INSTALLATION OF THE PLUMBING SYSTEM SHALL BE FIELD COORDINATED WITH ALL ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. 4. ALL WALL PIPING STUB —OUTS SHALL BE SECURELY TIED TO THE STRUCTURE WITH SUFFICIENT BACKING TO ELIMINATE ANY MOVEMENT. 5. PLUMBING CONTRACTOR SHALL REFER TO KITCHEN DRAWINGS FOR EXACT LOCA11ON PRIOR TO INSTALLATION. 6. PROVIDE 16GA. CARBON STEEL STRIKER PLATE AT EACH STUD WITH A GAS PIPING PENETRATION FOR PUNCTURE PROTECTION OF GAS PIPING IN WALL. 7. PROVIDE PIPE SUPPORTS AND EXPANSION LOOPS AS REQUIRED. 8. ANY EXPOSED NATURAL GAS PIPING SHALL HAVE A PRIMER COAT OF ZINC RICH GALVANIZING PAINT FOR CORROSION PROTECTION. FINAL PAINT FINISH SHALL BE COMPLETED BY OTHERS. 9. ALL INTERIOR NATURAL GAS PIPING SHALL BE INSTALLED AS THREADED PIPE, OR SHALL BE RUN CONTINUOUSLY SLEEVED. INSTALLED NATURAL GAS PIPING SHALL COMPLY WITH APPLICABLE PLUMBING CODES. GAS PLUMBING KEYED NOTES V EQ. #104. 3/4 "G COMPLETE W/ SOC AND UNION (170 MBH) FOR PIZZA CONVEYOR OVEN. V EQ. #123. 3/4 "G COMPLETE W/ SOC AND UNION (30 MBH) FOR CHEESEMELTER. EQ. #124. 3/4 "G COMPLETE W/ SOC AND UNION (120 MBH) FOR (4) BURNER COOKTOP. EQ. #127. 3/4 "G COMPLETE W/ SOC AND UNION (90 MBH) FOR CHARBROILER. EQ. #128. 3/4 "G COMPLETE W/ SOC AND UNION (40 MBH) FOR CHEESEMELTER. 0 EQ. #133. 3/4 "G COMPLETE W/ SOC AND UNION (110 MBH) FOR FRYER. �\ EQ. #133. 3/4 "G COMPLETE W/ SOC AND UNION (140 MBH) FOR FRYER. EQ. #94. 3/4 "G COMPLETE W/ SOC AND UNION (70 MBH) FOR DOUBLE DECK OVEN. 0 EQ. #95. 3/4 "G COMPLETE W/ SOC AND UNION (120 MBH) FOR (4) BURNER COOKTOP. 1 Q EQ. #129. 3/4 "G COMPLETE W/ SOC AND UNION (105 MBH) FOR GRIDDLE. 11 NOT USED MECHANICAL GAS PLUG VALVE TO BE INSTALLED ABOVE LAY IN CEILING IN AN ACCESSIBLE LOCATION. EXTEND 1 2 1/2 "G DOWN TO FULL SIZE HEADER IN WALL FOR COOKING APPLIANCES. 1 PROVIDE 16GA. CARBON STEEL STRIKER PLATE AT EACH STUD FOR PROTECTION OF GAS PIPING IN WALL. 14 SEISMIC JOINT. TYPICAL FOR ALL PIPING CROSSING THE EXPANSION JOINT. W RO DE LIN SI 1 A 'ALGA RE U ' OR SUI AB FIR ' 1U ING GA INLET *RE R D'OP IF PS TO 0.5" W.C. FIELD COORDINATE REGULATOR LOCATION FOR FUTURE ACCESS AND INSPECTION. 15 PROVIDE CODE APPROVED REGULATOR VENT AND EXTEND TO ROOF. VENT SHALL TERMINATE ABOVE THE ROOF WITH 3/4 GOOSENECK WITH THE PIPE OPENING WRAPPED WITH CORROSION RESISTANT HARDWARE CLOTH. FIELD 00 DI TE • IN . 0 . LO ATM I INT IN • INI :UM 1O' -0" OR ON L . LE• ` E 0 0 • I AK S. E s tottol vt # • :._ (GAS METER LOCATED IN GAS ALCOVE LOCATED AT COLUMNS 'N' AND '18.81 3' GAS/ 1 PSI PRFJRE DROP. (2749 MBH) SUPPORTED UNDER ROOF AND ABOVE FINISHED CLG EXISTING LANDLORD INSTALLED 3` GAS UNE. FIELD VERIFY ACTUAL LOCATION 3" GAS (1345 MBH) SUPPORTED UNDER ROOF AND ABOVE FINISHED CLG 3" GAS HEADER INSTALLED 12" AFT WITHIN COOKLJNE WALL e, • VE ....4....i— m_m Mffflf GAS PIPING PLAN ' /..LS:.cvsa6Y.fta'% 2THKGA :.6R'XP'. PAPAL PLAN VIEW i f E 'IGE ;d,T1OP PACK # 1 VERWY EXACT L. 3CAT'ION T€i ARCHIECT AND ENONEER 1 1/4" GAS (288 MBH) UP THROUGH ROOF FOR BOTTOM ENTRY TO R1U-3 REVISIONS. CITY PLMB CMNTS 02/21/08 SHEET CONTENTS. PLUMBING GAS PIPING PLAN MAR 17 2000 PERM 0 GL e EFL SHEET NUMBER. • rmlurgess CARTER & , 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04 -07 -2010 03.11.2008 CO Nizzi CO in= fag CX LLI lown Fa= imam C3 ca co 10) iu LO mg Two Id i ota 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 RUNE CAB JOB NUMBER, 024203 014 DATE ISSUED. 01 -28E108 FOR PERMIT ISSUES. HEALTH DEPT PERMIT CONSTRUCTION 11/30/07 01/25/08 03/11/08 .N A ••••waAMaMa• •notea a... aw..a. dsw..�. aa.......�.. 4 f < I h 1' Uf (E) I 0 4 0 2 4 4 \ e \ I� ` FD � 1 I ♦.. \ ♦ II � I , ♦.♦ - II ,' ♦ 1- I �\ 1-. I-- I / V FD I ' 1 1/ •- 11 •I 1 2" / / / / / / 2 /1�SEWER AND VENT ISOMETRIC DIAGRAM Pzc SCALE: NOT TO SCALE Carter4urgeu CARTER & BURGERS, MC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04-07-2010 03.11.2008 CO CO CC =EA EIMMi CO F Ca? IC O la 0 4 4 % CO) CD ft Lii r P° 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE CBB JOB NUMBER. 024203.014 DATE ISSUED. 0°1®25 ®08 FOR PERMIT ISSUES. HEALTH DEPT PERMIT CONSTRUCTION 11/30/07 01/25/08 03/11/08 REVISIONS. CITY PLMB CMNTS 02/21/08 SHEET CONTENTS. PLUMBING SEWER AND VENT ISOMETRIC DIAGRAM SHEET NUMBER. Rr' MAR 17 ZOOS r eil e6 Z I.•I .NTE1 P2.0 • . • I � I F �. 2h e- 2 " I j \ 2 I . I • -_-� �iFi2h -e` I ` -e I. • - � h r _ _ -.1.' 3,7 - -- ' , • K.---.0 e. e, `` - .... S- S. S. e. e serif II %%% • `I F 2" I I ■ �� o . � 2y < ta„.0 - () r• 5 4" / .< Di \ / \ \ / / . \ \ \ \ \ \ \ 2h ma ■5 ARA Abibilm12 _ �__ GAS DEMAND LOAD , .. NO. COIN. S IV� M O V .• III TOTAL L WO 94 DBL DECK OVEN 3/4" 2 70 140 95 (4) BURNER COOK TOP 3/4' 1 120 120 104 PIZZA CONVEYOR OVEN 3/4' 2 170 340 123 CHEESEMELIER 3/4' 1 30 30 124 (4) BURNER COOK TOP 3/4" 1 120 120 127 CHARBROILER 3/4' 1 90 90 128 CHEESEMELTER 3/4' 1 40 40 129 GRIDDLE 3/4' 1 105 105 13 3: 3: 3 .' 1 1 I 133 140 140 R - .0 11 0 . U .. . . RTU -2 ROOFTOP UNIT 1 1/2' 1 288 288 RTU -3 ROOFTOP UNIT 1 1/2 1 288 288. MAU -1 MAKEUP AIR UNIT 2' 1 540 .. �.,+ TOTAL 2749 NO (2006 . . . . PIPE SIZES SHOWN ON THE DIAGRAM ARE BASED ON BOTH 1 PSI PRESSURE DROP UTILITY SUPPLY (2006 IFGC TABLE 402.4(3)) TO TENANT SPACE AND 0.5" W.C. PRESSURE DROP IFGC TABLE 402.4(2)) DISTRIBUTION TO TENANT FURNISHED EQUIPMENT. THE TOTAL DEVELOPED LENGTH IS 250' -0 ". VERIFY ACTUAL DEVELOPED LENGTH AND REQUIRED PIPE SIZES IN THE FIELD. ./� .1 I►. A .J.. J` " A I. I` . A A A Iti ". A ..& I4 " A T pAP FR eOpR G D R AIN • AP < I �- R i,// . I , ■- � o -1 N% I -L I I ' I >'fi PV • fir �1 SCALE: NOT TO SCALE GAS ISOMETRIC DIAGRAM Cs 1 1/2 ��-�- '‹"AV WATER ISOMETRIC DIAGRAM SCALE: NOT TO SCALE : °. N. - 3 /4 , A .T. '. 'TER o ` •o r ■ 3/ 2' ; < • LPL' 2 %-<- 1/ q. ■ 3/ %% •� • - 3 /`e \ L G 1/ i Carter•Burgess CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04 -07 -2010 03.11.2008 o LLI CD Z 17.= ole imp .1 1 vim Pim 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INURE CU JOB NUMBER. 024203.014 DATE ISSUED. 01-25 -08 FOR PERMIT ISSUES. HEALTH DEPT PERMIT CONSTRUCTION 11/30/07 01 /25/08 03/11/08 REVISIONS. CITY PLMB CMNTS 02/21/08 SHEET CONTENTS. PLUMBING WATER AND GAS ISOMETRIC DIAGRAMS MAR 17 2008 PERMiT CENaEE SHEET NUMBER. P2.1 ..o. C. MFINSI 0. AI P a .ao en L.. . -o...■ 0I. -1■■ °`-- -- °-- r PLUMB1N G FIXTURE SCHEDULE MARK FIXTURE ROUGH -IN -SIZE DESCRIPTION /REMARKS S/W V CW HW WC -1 WATER CLOSET 4" 2" 1 1/2" - AMERICAN STANDARD 'MADERA' #2234.015 FLOOR MOUNTED, FLUSH VALVE, WHITE VITREOUS CHINA, 1.6 GPF SIPHON JET BOWL, 1 1/2" TOP SPUD CONNECTION, BOLT CAPS. INCLUDE SLOAN ROYAL II #111 EXPOSED TOP SPUD MANUAL FLUSH VALVE, BEMIS #1055 WHITE ELONGATED OPEN FRONT SEAT, LESS COVER, WITH CHECK HINGE STOPS. SECURELY TIGHTEN SEAT AT INSTALLATION. V WC -2 WATER CLOSET (ADA) 4" 2" 1 1/2" - AMERICAN STANDARD 'MADERA' #3043.102 ADA COMPLIANT FLOOR MOUNTED, FLUSH VALVE, WHITE SLOAN ROYAL II 11 EXPOSED IO JET BOWL, 1 INCLUDE MANUAL VALVE, BEMIS BOLT CAPS. ELONGATED OPEN FRONT SEAT, LESS COVER, WITH CHECK HINGE STOPS. SECURELY TIGHTEN SEAT AT INSTALLATION. COLD WATER UR -1 (RADA) 2" 1 1/2" 3/4" - AMERICAN STANDARD 'STALLBROOK' #6400.014 SLOPING FRONT STALL TYPE, WHITE VITREOUS CHINA, 1.0 GPF, 3/4" TOP SPUD CONNECTION. INCLUDE SLOAN ROYAL II #186- 1.0 -ES.S BATTERY POWERED EXPOSED TOP SPUD ELECTRONIC FLUSH VALVE, AND CONCEALED WALL CARRIER. FILTERED WATER LAV -1 LAVATORY (ADA) 2" 1 1/2' 1/2" 1/2" AMERICAN STANDARD 'OVALYN' 0495.221 UNDER - COUNTER MOUNT WHITE VITREOUS CHINA. INCLUDE SLOAN 'ALTIMA' SINGLE FAUCET WITH BATTERY POWERED ELECTRONIC SENSOR, OFF -SET GRID DRAIN, BRASSCRAFT "COMMERCIAL" RIGID SUPPLIES, ANGLE STOPS, AND CHROME PLATED 17GA. LA. PATTERN CAST BRASS P -TRAP WITH SECURED ESCUTCHEON. P -TRAP AND WATER SUPPLIES SHALL BE WRAPPED WITH TRUEBRO LAVGUARD #102 FOR HANDICAP PROTECTION. LAV- -2 LAVATORY (ADA) 2 " 1 1/2 1/2 " 1/2 " AMERICAN STANDARD 'LUCERNE' #0355.012 WALL HUNG WHITE VITREOUS CHINA. INCLUDE CONCEALED ARM CARRIER, DELTA #541WF FAUCET, OFF -SET GRID DRAIN, BRASSCRAFT COMMERCIAL RIGID SUPPLIES, ANGLE STOPS, AND CHROME PLATED 17GA. LA. PATTERN CAST BRASS P -TRAP WITH SECURED ESCUTCHEON. P -TRAP AND WATER SUPPLIES SHALL BE WRAPPED WITH TRUEBRO LAVGUARD #102 FOR HANDICAP PROTECTION. FD-1 FLOOR DRAIN UNE SIZED 1 1/2" - - ZURN #415 TYPE 'C' HINGED STRAINER, 8 "0 NICKEL BRONZE GRATE, CAST IRON BODY, CONVERTIBLE MEMBRANE CLAMP, AND ADJUSTABLE COLLAR, AND TRAP PRIMER CONNECTION. FD -2 FLOOR DRAIN LINE SIZED 1 1/2" _ - ZURN #415 TYPE 'S' STRAINER, 5" SQUARE NICKEL BRONZE GRATE, CAST IRON BODY, CONVERTIBLE MEMBRANE CLAMP, ADJUSTABLE COLLAR, AND TRAP PRIMER CONNECTION. - ES -1 FLOOR SINK 3" 2" 1/2" - ZURN #1900 SANI -FLOOR RECEPTOR, 12x12x6 ACID RESISTING PORCELAIN ENAMEL INTERIOR AND TOP, CAST IRON BODY, SQUARE SLOTTED LIGHT DUTY GRATE, AND WHITE ABS DOME STRAINER. COORDINATE GRATE CONFIGURATION WITH KITCHEN ROUGH IN PLANS. MO FLOOR CLEANOUT LINE SIZED _ _ - ZURN #1400 ADJUSTABLE FLOOR CLEANOUT, DURA - COATED CAST IRON BODY, GAS AND WATER TIGHT TAPERED THREAD PLUG, AND 5 "0 ROUND POLISHED NICKEL BRONZE TOP. pa WCO WALL CLEANOUT SIZED - - - ZURN #1443 SQUARE WALL CLEANOUT, DURA - COATED CAST IRON BODY, GAS AND WATER TIGHT TAPERED THREAD PLUG, AND NICKEL BRONZE SECURED SQUARE, SMOOTH WALL ACCESS COVER AND FRAME. ICI SS-1 SERVICE SINK 3" 2" 3/4" 3/4" SERVICE SINK SHALL BE PROVIDED BY OTHERS. THE PLUMBING CONTRACTOR SHALL PROVIDE FIAT 83D-AA CHROME PLATED SERVICE FAUCET W/ VACUUM BREAKER, INTEGRAL STOPS, WALL BRACE, PAIL HOOK AND HOSE THREAD ON SPOUT, 832 -AA HOSE AND BRACKET, AND 889 -CC MOP HANGER. HB -1 HOSE BIBB - - SIZED �- WOODFORD 1 :65-C (BR) AUTOMATIC DRAINING FREEZELESS WALL FAUCET ENCLOSED IN A FLUSH MOUNTED WALL BOX, WITH ANTI - SIPHON INTEGRAL VACUUM BREAKER AND ROUGH BRASS FINISH. INSTALL BOTTOM OF WALL BOX 20" ABOVE FINISHED GRADE (UNO). HB -2 HOSE BIBB -- - LINE SIZED UNE SIZED WOODFORD #24-C (BR) AUTOMATIC DRAINING WALL FAUCET WITH ANTI- SIPHON INTEGRAL VACUUM BREAKER AND ROUGH BRASS FINISH. S HB -3 HOSE BIBB - - LINE SIZED WOODFORD #19 AUTOMATIC DRAINING FREEZELESS WALL FAUCET WITH ANTI - SIPHON INTEGRAL VACUUM BREAKER. VENT TO ROOF RD-1 ROOF DRAIN UNE SIZED _ - _ ZURN #125 8 -3/80 ROOF DRAIN, DURA-COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/ GRAVEL GUARD, AND LOW SILHOUETTE CAST IRON DOME. FD OD -1 OVERFLOW DRAIN LINE SIZED _ _ - ZURN #125 8 -3/80 ROOF DRAIN, DURA - COATED CAST IRON BODY WITH COMBINATION MEMBRANE FLASHING CLAMP/ GRAVEL GUARD, 2" WATER DAM AND LOW SILHOUETTE CAST IRON DOME. RECIRCULATION PUMP DN -1 DOWNSPOUT NOZZLE S E - - - ZURN #2199 DOWNSPOUT NOZZLE. ALL NICKEL BRONZE BODY, WITH OPTIONAL OR NO -HUB INLET AND DECORATIVE FACE OF WALL FLANGE AND OUTLET NOME. BTUH PLUMBING LEGEND SYMBOL ABBREV, DESCRIPTION DESCRIPTION /REMARKS S OR W SOIL OR WASTE (ABOVE GRADE) CW HW S OR W SOIL OR WASTE (BELOW GRADE) SAN GW GW GREASE WASTE A.O. SMITH GLASS -LINED DURA -POWER SUPREME ELECTRIC MODEL NO. DSE -100. HEATER SHALL BE RATED AT 54KW, 480V, 3 PHASE (FLA OF 65), AND 50/60 CYCLE AC. TEMPERATURE CONTROLS INCLUDE LIMITING SWITCH. FOAM INSULATION SHALL EXCEED LATEST REQUIREMENTS OF ASHRAE 90.1 FOR HEAT LOSS EFFICIENCY. HEATER SHALL INCLUDE ASME T &P RELIEF VALVE AND DRAIN VALVE. V VENT "' CD CONDENSATE DRAIN CD 1/2" CW COLD WATER - - 1 HW HOT WATER -- - - - - -° - FW FILTERED WATER - - 2 HWR HOT WATER RETURN - - G NATURAL GAS G 2 UP PIPE UP 0 y DN. TEE DOWN GRUNDFOS JP15 -10B5 INLINE HOT WATER OPEN SYSTEM RECIRCULATING PUMP, CAPABLE OF 4.5 GPM (140'F) © 6' HEAD, 1/25 HP, 115V/1PH, INTEGRAL ATTACHED TIMER FOR OPERATION CONTROLS, AND ATTACHED POWER CORD. 470 DN. PIPE DOWN C Et FCO FLOOR CLEANOUT GRUNDFOS #CR 15 -2 INLINE DOMESTIC WATER PUMP, 5 HP, 208V /3PH. PROVIDE WITH MODEL WX -350 EXPANSION TANK, MODEL GHG2 -60/80 PRESSURE SWITCH, & 2" FLANGE SET. CONTACT DELTA Q, INC. AT 714.879.0622 FOR SPECIFIC REQUIREMENTS. PC SHALL PROVIDE AN ADD - ALTERNATE LINE ITEM PRICE AT HIS INITIAL BID SUBMISSION, FOR THE INSTALLATION OF THE BOOSTER PUMP SYSTEM. PRIOR TO PURCHASING THE BOOSTER PUMP SYSTEM, THE PC SHALL VERIFY EXISTING WATER PRESSURE FOR THIS SPACE AND /OR CONDUCT NEW FLOW TEST TO CONFIRM THE AVAILABLE WATER PRESSURE IF STATIC WATER PRESSURE IS BETWEEN 65 PSI AND 75 PSI CONSISTENTLY, BOOSTER PUMP SHALL NOT BE INSTALLED. IF STATIC PRESSURE IS CONSISTENTLY BELOW 65 PSI, THE PC SHALL INFORM THE GC OF THE FLOW TEST RESULTS AND COORDINATE WITH THE OWNER'S CONSTRUCTION MANAGER FOR ISSUANCE OF DIRECTION. DCO DOUBLE CLEANOUT TRAP PRIMER - WCO WALL CLEANOUT II PPP, INC. 69R -500 'PRIME RITE" TRAP PRIMER, BRONZE CONSTRUCTION WITH VACUUM PORTS, ADJUSTABLE WITH 1/2" COPPER TYPE "L" TO RECEPTOR. PROVIDE DISTRIBUTION UNIT AS REQUIRED FOR SUPPLY TO MULTIPLE DRAINS. INSTALL VALVE RECESSED IN WALL A MINIMUM 12" AFF, PROVIDE ACCESS PANEL SOV SHUT -OFF VALVE pq NO SOV SHUT -OFF VALVE, NORMALLY OPEN 1)4 NC SOV SHUT -OFF VALVE, NORMALLY CLOSED pa N C.V. CHECK VALVE 1 2" / WATTS REGUB ATOR #1111 UNDER SINK THERMOSTATIC MIXING VALVE, WITH BRASS BODY AND INTEGRAL MOUNTING HOLES, TAMPER RESISTANT ENCLOSURE. B.V. BALANCING VALVE ICI __III U UNION - P.V. MECHANICAL PLUG VALVE (GAS) p GREASE INTERCEPTOR SOC SHUT -OFF COCK (GAS) Dr4 - EAAV EARTHQUAKE ACTUATED AUTO VALVE (GAS) L I S.V. ELECTRIC SOLENOID VALVE (GAS) (E) EXIST. EXISTING S POC POINT OF CONNECTION Y_- T&P TEMPERATURE & PRESSURE RELIEF VALVE 0 VTR VENT TO ROOF WHA WATER HAMMER ARRESTER 0 HD HUB DRAIN FD FLOOR DRAIN (COORDINATE GRATE REQS) Li FS FLOOR SINK (COORDINATE GRATE REQS) * RP RECIRCULATION PUMP ----- HB HOSE BIBB KEC KITCHEN EQUIPMENT CONTRACTOR BTUH BRITISH THERMAL UNITS PER HOUR MBH BTUH X 1000 CFH CUBIC FEET PER HOUR (1 MBH = 1 CFH) (E) EXISTING I.E. INVERT ELEVATION CONN CONNECTION FU FIXTURE UNITS GPM GALLONS PER MINUTE GPH GALLONS PER HOUR HP HORSEPOWER PSI POUNDS PER SQUARE INCH AP ACCESS PANEL W/ WITH FLR FLOOR CLG CEILING ABV ABOVE BEL BELOW UG UNDERGROUND DN DOWN CONT. CONTINUE TYP. TYPICAL A.D.A. AMERICAN DISABILITIES ACT A.F.F. ABOVE FINISH FLOOR F R NATURAL GAS REGULATOR 0 PLUMBING EQUIPMENT SCHEDULE MARK FIXTURE ROUGH-IN-SIZE DESCRIPTION /REMARKS S/W V CW HW W1-1-1 TANK TYPE WATER HEATER 5 _ 1 1/2" 1 1/2" A.O. SMITH GLASS -LINED DURA -POWER SUPREME ELECTRIC MODEL NO. DSE -100. HEATER SHALL BE RATED AT 54KW, 480V, 3 PHASE (FLA OF 65), AND 50/60 CYCLE AC. TEMPERATURE CONTROLS INCLUDE LIMITING SWITCH. FOAM INSULATION SHALL EXCEED LATEST REQUIREMENTS OF ASHRAE 90.1 FOR HEAT LOSS EFFICIENCY. HEATER SHALL INCLUDE ASME T &P RELIEF VALVE AND DRAIN VALVE. WH-2 2 COMP PREP. SINK "' INSTANTANEOUS WATER HEATER - _ 1/2" 1/2" EEMAX MODEL #EX90T, TANKLESS ELECTRIC FLOW ACTIVATED, NICKEL CHROME HEATING COIL, (1) 000 WATT, 277 L OP 33 AMP, 617 TEMPERATURE RISE FOR 1.0 GPM FLOW. WH -4 1 VII-1-5 INSTANTANEOUS WATER HEATER - - 1/2" 1/2" EDAM MODEL #SP4277, TANKLESS ELECTRIC WATER HEATER FOR SINGLE POINT OF USE OPERATION, FLOW ACTIVATED, NICKEL CHROME HEATING COIL, (1) -4100 WATT, 277 VOLT, 14.8 AMP, 56F TEMPERATURE RISE FOR 0.5 GPM FLOW. 2 E -j_ EXPANSION TANK - - 3/4" _ WATTS REGULATOR DET- 20 -M1, WITH STEEL BODY AND BUTYL RUBBER DIAPHRAGM FOR 8.5 GALLONS CAPACITY/ 3.2 GALLONS ACCEPTANCE, 40 PSI FACTORY PRE - CHARGED. 2 RCP -1 RECIRCULATION PUMP - - 3/4" 3/4" GRUNDFOS JP15 -10B5 INLINE HOT WATER OPEN SYSTEM RECIRCULATING PUMP, CAPABLE OF 4.5 GPM (140'F) © 6' HEAD, 1/25 HP, 115V/1PH, INTEGRAL ATTACHED TIMER FOR OPERATION CONTROLS, AND ATTACHED POWER CORD. 470 BP -1 IN-UNE BOOSTER PUMP 1. 470 GPH (PEAK DEMAND) X 0.40 (DEMAND FACTOR) = 188 GPH. - 2 " 4. 55°F DOMESTIC SUPPLY WATER TEMPERATURE. GRUNDFOS #CR 15 -2 INLINE DOMESTIC WATER PUMP, 5 HP, 208V /3PH. PROVIDE WITH MODEL WX -350 EXPANSION TANK, MODEL GHG2 -60/80 PRESSURE SWITCH, & 2" FLANGE SET. CONTACT DELTA Q, INC. AT 714.879.0622 FOR SPECIFIC REQUIREMENTS. PC SHALL PROVIDE AN ADD - ALTERNATE LINE ITEM PRICE AT HIS INITIAL BID SUBMISSION, FOR THE INSTALLATION OF THE BOOSTER PUMP SYSTEM. PRIOR TO PURCHASING THE BOOSTER PUMP SYSTEM, THE PC SHALL VERIFY EXISTING WATER PRESSURE FOR THIS SPACE AND /OR CONDUCT NEW FLOW TEST TO CONFIRM THE AVAILABLE WATER PRESSURE IF STATIC WATER PRESSURE IS BETWEEN 65 PSI AND 75 PSI CONSISTENTLY, BOOSTER PUMP SHALL NOT BE INSTALLED. IF STATIC PRESSURE IS CONSISTENTLY BELOW 65 PSI, THE PC SHALL INFORM THE GC OF THE FLOW TEST RESULTS AND COORDINATE WITH THE OWNER'S CONSTRUCTION MANAGER FOR ISSUANCE OF DIRECTION. 6. 500 GPM X AT = MIN. OUTPUT BTUH REQUIRED AT WATER HEATER. TP -1 TRAP PRIMER - - 1/2" - PPP, INC. 69R -500 'PRIME RITE" TRAP PRIMER, BRONZE CONSTRUCTION WITH VACUUM PORTS, ADJUSTABLE WITH 1/2" COPPER TYPE "L" TO RECEPTOR. PROVIDE DISTRIBUTION UNIT AS REQUIRED FOR SUPPLY TO MULTIPLE DRAINS. INSTALL VALVE RECESSED IN WALL A MINIMUM 12" AFF, PROVIDE ACCESS PANEL 4. 55'F DOMESTIC SUPPLY WATER TEMPERATURE. A _ WATER HAMMER ARRESTER _ _ UNE SIZED _ PPP, INC. SERIES SC, FULLY MECHANICAL WATER HAMMER ARRESTER SIZED PER MANUFACTURER SPECIFICATIONS. MXV-1 MIXING - - " 1/2" / 1 2" / WATTS REGUB ATOR #1111 UNDER SINK THERMOSTATIC MIXING VALVE, WITH BRASS BODY AND INTEGRAL MOUNTING HOLES, TAMPER RESISTANT ENCLOSURE. RPZ -1 REDUCED PRESSURE BACKFLOW BACKFLOW PREVENTER - UNE SIZED - WATTS REGULATOR 55009 REDUCED PRESSURE ZONE ASSEMBLY WATER SUPPLY TO CARBONATOR(S) SHALL BE PROTECTED BY AN APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER AND SHALL BE RATED FOR 150 PSI, THE BODY & ADAPTERS ARE OF STAINLESS STEEL CONSTRUCTION, ALL RUBBER COMPONENTS COMPLY WITH FDA FOOD ADDITIVE REGULATIONS. THE MODEL IS SUBJECT TO LOCAL HEALTH DEPARTMENT APPROVAL WATTS 5B -2. GI -1 GREASE INTERCEPTOR 4" 2' - - LANDLORD TO PROVIDE PRE -CAST CONCRETE GREASE INTERCEPTOR. VERIFY AVAILABLE FIXTURE DIMENSIONS AND ROUGH -IN REQUIREMENTS WITH LOCALLY MANUFACTURED PRODUCTS. COORDINATE INSTALLATION REQUIREMENTS WITH THE LOCAL JURISDICTION HAVING AUTHORITY. KITCHEN H.W. DEMAND ITEM QTY. GPH TOIL GPH LAVATORY - EMPLOYEE RR 1 5 5 DIPPERWELL 2 5 10 HAND SINK 4 5 20 2 COMP PREP. SINK 1 45 45 3 COMP POT SINK 1 90 90 3 COMP BAR SINK 1 90 90 BLENDER STATION SINK 2 20 40 PRE RINSE SINK 2 20 40 DISHWASHER 1 50 50 HOSE BIBB 2 20 40 SERVICE SINK FAUCET 2 20 40 TOTAL 470 HOT WATER CALCULATIONS: PEAK DEMAND 1. 470 GPH (PEAK DEMAND) X 0.40 (DEMAND FACTOR) = 188 GPH. 2. 188 GPH (DEMAND) X 1.0 (STORAGE FACTOR) = 188 GALS. 3. 470 GPH (PEAK DEMAND) / 60 MIN./HR = 7.83 GPM. 4. 55°F DOMESTIC SUPPLY WATER TEMPERATURE. 5. 140'F DESIGN SUPPLY HOT WATER FOR KITCHEN. 6. 500 GPM X AT = MIN. OUTPUT BTUH REQUIRED AT WATER HEATER. (500)(7.83)(85) = 332.775 BTUH. PROBABLE DEMAND 1. 188 GPH (PROBABLE DEMAND) X 0.40 (DEMAND FACTOR) = 75.2 GPH. 2. 75.2 GPH (DEMAND) X 1.0 (STORAGE FACTOR) = 75.2 GALS. 3. 188 GPH (PROBABLE DEMAND) / 60 MIN. /HR = 3.13 GPM. 4. 55'F DOMESTIC SUPPLY WATER TEMPERATURE. 5. 140'F DESIGN SUPPLY HOT WATER FOR KITCHEN. 6. 500 GPM X AT = MIN. OUTPUT BTUH REQUIRED AT WATER HEATER. (500)(3.13)(85) = 133,025 BTUH. CARTE1 & BURGIN, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04-07-2010 03.11.2008 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 CAB JOB NUMBER, 024203.014 DATE ISSUED. 0125 ®08 FOR PERMIT ISSUES, HEALTH DEPT PERMIT CONSTRUCTION 11/30/07 01/25/08 03/11/08 REVISIONS. CITY PL.MB CMNTS 2/21/08 A.D.A. COMPLIANCE NOTES 1. INSULATE EXPOSED HOT WATER AND WASTE PIPING WITH NEATLY PRE - FORMED INSULATION COVERS BY McGUIRE "PROWRAP ", OR EQUAL 2. FIXTURE MOUNTING HEIGHTS FOR THE PHYSICALLY DISABLED SHALL CONFORM TO THE AMERICANS WITH DISABILITIES ACT AND OTHER AUTHORITIES HAVING JURISDICTION. MATERIAL SCHEDULE NOTES 1 ABOVE GROUND WATER PIPE - TYPE 'L' COPPER WITH WROUGHT COPPER FITTINGS AND "NO -LEAD" SOLDER. 2. BELOW GROUND WATER PIPE - TYPE 'K' COPPER WITH WROUGHT COPPER FITTINGS AND "NO -LEAD" SOLDER. 3. ALL HOT WATER PIPING SHALL BE INSULATED WITH PRE FORMED FIBERGLASS INSULATION WITH WHITE ALL SERVICE JACKET HAVING AN R -VALUE OF 4.0. 4. SEWER AND VENT PIPE - ABOVE GRADE INSIDE BUILDING SERVICE WEIGHT (HUBLESS) CAST IRON SOIL PIPE AND STAINLESS STEEL NO HUB COUPLINGS. BELOW GRADE INSIDE BUILDING SERVICE WEIGHT (HUBLESS) CAST IRON SOIL PIPE AND STAINLESS STEEL HUB AND SPIGOT COUPLINGS. BELOW GRADE AND CONCEALED SCHEDULE 40 PVC PIPING WHERE ALLOWED BY CODE AND THE JURISDICTION. 5 . CONDENSATE DRAIN PIPE - TYPE 'M' COPPER W/"NO -LEAD" SOLDER. INSULATE WITH 1/2" ARMAFLEX PIPE INSULATION OR EQUIVALENT. 6. SUPPORT PIPING WITH CLEVLS OR SPLIT RING TYPE PIPE HANGERS 3/8" ALL THREAD ROD AND BEAM CLAMPS. "PLUMBERS TAPE AND WIRE" NOT PERMITTED. 7. GAS PIPE - SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS. 8. NO PVC PLUMBING PIPES ARE ALLOWED FOR INSTALLATION UNLESS APPROVED BY THE JURISDICTION HAVING AUTHORITY. 1. 1706 LUMBING GENERAL NOTES 1. NOTE FOR THE PURPOSE OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT ARE DRAWN TO SCALE WHEREVER POSSIBLE, THE CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND VERIFY THIS INFORMATION PRIOR TO ORDERING, FABRICATING OR INSTALLING ANY MATERIALS. 2. THE PLUMBING SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. 3. PLUMBING QUALITY, WEIGHTS OF MATERIALS AND ALTERNATE METHODS OF CONSTRUCTION SHALL CONFORM TO THE 2006 UNIFORM PLUMBING CODE. 4. CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS WITH ALL DISCIPLINES AND TRADES PRIOR TO SUBMITTAL OF BID AND INSTALLATION OF SYSTEM. 5. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR (INCLUDING THE COMPLETE PLUMBING SYSTEM) FOR A PERIOD OF ONE YEAR FROM WRITTEN ACCEPTANCE BY THE OWNER. ANY DEFECTS IN MATERIALS AND OR LABOR FOUND WITHIN THE GUARANTEE PERIOD SHALL BE REMEDIED OR REPAIRED BY THIS CONTRACTOR IN A TIMELY FASHION, AT NO COST TO THE OWNER. 6. ALL PLUMBING FIXTURE LOCATIONS (WATER CLOSETS, LAVATORIES ETC.) ARE DIAGRAMMATIC AND CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ADA COMPLIANT FIXTURES, EXACT LOCATIONS, MOUNTING HEIGHTS AND COLOR. 7. ANY DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTAL OF BID AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. SUBMITTAL OF BID WILL VERIFY THAT THE CONTRACTOR HAS VISITED THE SITE. 9. PIPING SHALL BE INSTALLED PARALLEL TO BUILDING LINES AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. THE INSTALLATION SHALL MEET ALL CONSTRUCTION CONDITIONS AND ALLOW FOR THE INSTALLATION OF OTHER TRADES. 10. TRAP PRIMERS FOR FLOOR DRAINS AND FLOOR SINKS AND WATER HAMMER ARRESTORS TO BE INSTALLED AS PER THE 2006 UNIFORM PLUMBING CODE AND THE LATEST EDITION OF THE AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE 1010) SIZING AND INSTALLATION REQUIREMENTS. 11. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON - ACCESSIBLE CEILINGS SHALL BE INSTALLED BEHIND AN ACCESS PANEL 12. ALL SERVICE WATER HEATING EQUIPMENT TO BE IN COMPLIANCE WITH THE STATE OF CALIFORNIA TITLE 24 ENERGY CODE REQUIREMENTS AND LABELED AS SUCH. 13. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED THROUGH CURBS OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. ENSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT PENETRATIONS REQUIRED FOR POWER. 14. ALL WATER PIPING TO BE INSULATED AS PER INTERNATIONAL ENERGY CONSERVATION CODE REQUIREMENTS: pIP� INSULATION THICKNESS INSULATION VALUE 1/2" THRU SIZE 1 -1/4" 1/2" R = 4.0 1 -1/2" THRU 2" 1" R = 6.0 15. CONTRACTOR TO REFER TO PLUMBING FIXTURE SCHEDULE FOR INDIVIDUAL WASTE, VENT & WATER CONNECTION SIZES AT EACH PLUMBING FIXTURE. 16. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS. THE CONTRACTOR SHALL COORDINATE ALL CLEAN OUT LOCATIONS WITH EQUIPMENT, MILLWORK, ETC., PRIOR TO INSTALLATION. 17. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10' --0" FROM OR 3' -0" ABOVE ANY MECHANICAL EQUIPMENT OUTSIDE AIR INTAKE. 18. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS CONNECTED SUPPLY LINE UNLESS OTHERWISE NOTED ON DRAWINGS. 19. UNIONS SHALL BE PROVIDED AND INSTALLED AFTER EACH SCREW -TYPE VALVE AND PRIOR TO EQUIPMENT CONNECTIONS. 20. ALL UNDERGROUND METALLIC PIPE AND FITTINGS SHALL BE PROTECTED IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS. 21. NO PIPING SHALL BE DIRECTLY EMBEDDED IN CONCRETE, MASONRY WALLS, OR CONCRETE FOOTINGS. 22. THE PLUMBING CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR ALL POINTS OF CONNECTION WITH THE GENERAL CONTRACTOR AND OTHER TRADES PRIOR TO START OF WORK. 23. VERIFY EXACT LOCATIONS, DEPTH AND SIZE OF ALL PIPING TO WHICH CONNECTIONS ARE REQUIRED. COORDINATE ALL CONNECTIONS WITH SITE CONDITIONS AND SITE UTILITY CONTRACTOR/ REPRESENTATIVE. 24. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATIONS AND NOT LESS THAN 6" ABOVE THE FLOOR TO PROVIDE CLEARANCE FOR CLEANING. 25. ALL CUTTING OF EXISTING PAVING, WALKS AND /OR FLOORS SHALL UTIUZE MACHINE SAW CUTTING EQUIPMENT. HOLES FOR PIPES IN CONCRETE WALLS OR FLOORS SHALL UTIUZE CORE DRIWNG EQUIPMENT. COORDINATE WITH ARCHITECTURAL DETAILS FOR FLOOR CUTTING AND PATCHING. 26. THE PLUMBING CONTRACTOR IS TO PROVIDE ALL ADDITIONAL STEEL, HANGER MATERIALS, RODS AND CLAMPS AS REQUIRED FOR COORDINATION WITH WORK OF H TRADES. 27. PIP ER LAYOUT IS SCHEMATIC ONLY, EXACT ROUTING AND INSTALLATION OF PIPES TO BE COORDINATED WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER CONTRACTORS. 28. NO LIQUID TRANSMISSION PLUMBING PIPING SHALL BE INSTALLED ABOVE ELECTRICAL SWITCH GEAR, EQUIPMENT, OR PANELS. MAKE ADJUSTMENTS NECESSARY TO REROUTE PIPING FOR ACTUAL INSTALLATION OF ELECTRIC EQUIPMENT. 29. WHENEVER FOUNDATION WALLS, EXTERIOR WALLS, ROOFS, ETC. ARE PENETRATED FOR THE INSTALLATION OF PLUMBING SYSTEMS, THEY SHALL BE PATCHED TO MATCH EXISTING CONSTRUCTION AND SEALED WEATHER TIGHT. 30. TURNOVERPLUMBING . CONTRACTOR SHALL BE ON SITE AND PRESENT AT THE DATE OF STORE 31. THE ROOFING CONTRACTOR SHALL BE BONDED AND APPROVED BY THE LANDLORD. ALL ROOF PENETRATIONS, FLASHING, AND COUNTER - FLASHING SHALL BE PERFORMED BY THE ROOFING CONTRACTOR. PLUMBING SEISMIC NOTES ALL ANCHORAGE AND /OR SEISMIC RESTRAINTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 2. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. THE ANCHORAGE AND/ OR SEISMIC RESTRAINTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED IN THE 2006 INTERNATIONAL BUILDING CODE. 3. FURNISH AND INSTALL SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER 2006 UNIFORM PLUMBING CODE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DETAILS AND DESIGN COMPLETE WITH A STRUCTURAL ENGINEER'S CERTIFICATION TO BE SUBMITTED FOR PERMITTING. 4. PLUMBING CONTRACTOR SHALL COORDINATE REQUIREMENTS OF AN EARTHQUAKE ACTUATED AUTOMATIC (EAA) EMERGENCY GAS SHUT -OFF VALVE WITH THE LOCAL UTILITY COMPANY AND APPLICABLE CODES. EAA SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE GAS METER. 5. PIPES SUPPORTED BY A TRAPEZE, WHERE NOT INDIVIDUALLY REQUIRING BRACING, NEED NOT BE BRACED IF CONNECTIONS TO NE PIPE OR DIRECTIONAL CHANGES DO NOT RESTRICT MOVEMENT OF THE TRAPEZE. IF THIS FLEXIBILITY IS NOT PROVIDED, BRACING IS REQUIRED WHEN THE COMBINED OPERATING WEIGHT OF ALL ELEMENTS SUPPORTED BY THE TRAPEZE IS 10 LBS /FT OR GREATER. 6. SEISMIC RESTRAINTS ARE REQUIRED FOR THE FOLLOWING INSTALLATIONS: A) ALL FLOOR OR ROOF MOUNTED EQUIPMENT WEIGHING 400 LBS. OR GREATER. B) ALL SUSPENDED OR WALL MOUNTED EQUIPMENT WEIGHING 20 LBS. OR GREATER. C) ALL VIBRATION ISOLATION EQUIPMENT WEIGHING 20 LBS. OR GREATER. 0) ALL PIPING 1 -1/4" NOMINAL DIAMETER AND LARGER LOCATED IN THE KITCHEN. E) ALL PIPING 2 -1/2" NOMINAL DIAMETER AND LARGER. • 1 SHEET CONTENTS. PLUMBING SCHEDULES SHEET NUMBER. Ecr7g1f D MAR 17 2008 PER) CEN I EF P3.0 �m A OVtWgRMR * stoat es I d 4 FLOOR DRAIN WITH TRAP PRIMER CONNECTION 1/2" CW LINE PIPE PENETRATIONS IN COVER ti '' MAY EXTEND AS • ti WASTE OR VENT 18" x 18" x 4" CONCRETE PAD i ABV. FIN. GRADE TYPE WATER UNE PIPE CABINETRY TO BE SEALED �-- a� ACCESS PANEL WITH FLEXIBLE SEALER DRAIN LINE TO ' I CLEANOUT PLUG I I I SHUT -OFF VALVE � TRAP VALVE (TYPICAL) �`��' FIN. FLOOR CLI=AN OU T FINISHED GRADE CLEANOUT FLOOR DRAIN WITH TRAP PRIMER CONNECTION (TYPICAL) ( ) -- DISCHARGE INDIRECTLY DIA. MIN. SIZE VENT FINISHED FLOOR ........I I :, " ' CLEANOUT TEE FINISHED FLOOR VARIES � .77 .>, .\' � �;'� / / i � /7>\ � � /i / � i � � � . �. !' / � / � / �� _ � STAINLESS STEEL ACCESS COVER WITH VANDAL PROOF -- -- T _ .- -- -- • • " •: -, --- 1:'�' ` ?` A. d . PRIMER GRATE !�!�i'!i /i �` , �.� f �jti /i ��;; I - -- DISTRIBUTION UNIT FLOOR MIN. SIZE VENT if COUNTERSUNK SCREW , . .�. -- 1/2" CW LINE MOUNT FIXTURE FLUSH FLOOR WITH FINISHED FL - FINISHED FLOOR 41. a 111 "H FL00 FINISHED R DIA. _ = AIR = IA P 2x GAP 1" ' MUM MINI _ -. PLUG �; _ R ADJUSTING COLLAR 'ISER . °. ° f FLOOR SLAB , 4.. , .: , ..„--,L-f- : , :_;. . FLASHING r r - T - �/./T • -- _- ._..__.�___._ _ _ - • . , •• . - -__ ------ ..- 4 F4 ,..J•@� 3 :.Y ,, • I! _I . . , n • � Yap . MINIMUM SE WER LATERAL SIZE FLASHING ;���:� :T. r W�.�. • AND BODY. FLOW SEE SPECS. • 7" x 2 _. ` -__ 1 '' 1 8 BEND FULL / SIZE, 4" MAX PLUG IF END OF UNE [ ___.__ - r -_ -• - z s • • FLOOR SLAB --j FITTING DETAIL FULL SIZED WASTE LINE (LENGTH AS _ .1, CLEANOUT - -FLOW FLOOR SLAB 45' WYE FITTING \ REQUIRE)) PLUG IF END OF LINE :_IgI --...- SANITARY SYSTEM (TYPICAL) KITCHEN $ FLOOR DRAIN - 6 DOUBLE DETAIL .iiiiiO1 SANITARY SYSTEM (TYPICAL) 2 RESTROOM GREASY P SINK DETAIL FLOOR CLEANOUT DETAIL WASTE (TYPICAL) 3 FLOOR FLOOR DRAIN DETAIL �� FLOW • D 5 ALL CLEANOUT DETAIL P4.0 P4.0 LE P4.0 SCALE NOT TO SCALE P4.0 SCALE NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE ROOF ' .--! ROOFTOP UNIT NON- FREEZE HOSE BIBB WITH - B ACK FLOW PREVENTER WHERE INDICATED ON PLANS PREFABRICATED CURB. ALL ROOFING AND FLASHING SHALL BE PERFORMED BY THE \'\ SQUARE CONDENSATE DRAIN PAN HEAD NCI i PLUG AIR VENT W Ims4 DRAIN LINE TO BE SLOPED 1/4" MIN. PER FOOT TO APPROVED RECEPTOR OR SPLASH BLOCK (WHERE ALLOWED) ELECTRICAL CONDUIT (PROVIDED BY OTHERS) 12 INSTANTANEOUS 3/4" NPT FITTINGS WALL TANKLESS WATER /•• WATER MOUNTED ELECTRIC HEATER .fi HEATER HOT WATER TO SINK COLD WATER SUPPLY FROM 1/2" 3-WAY ANGLE STOP VALVE. DETAIL GAS PIPING BELOW ROOF ASSEMBLY PIPE REDUCER FROM BRANCH TO RTU INLET PIPE SIZE TO UNIT CONNECTION CONNECTION SIZE, AT UNIT CONNECTION STUB I - " T 3/4" CW SUPPLY. �. - REFER TO SHEET j P1.2 FOR CONTINUATION , /-' i -. -- l . ALL FITTINGS ARE 17GA AND CHROME PLATED. (TYPICAL) ) . A ► WALL It. 4 f PIPE WITHOUT UNIONS OR VALVES IN CEILING SPACE r r`..:. U L AND CSA LAVATORY OR SINK 1" CONDENSATE DRAIN FROM A/C UNIT(S) APPROVED GAS ■�■ SHUT OFF VALVE DIELECTRIC ____._.. _.._......._. EXHAUST HOOD ! LAY -IN CEILING -GAS SHUT -OFF VALVE, I•t:?1` ~ • � I` Irk L I.. UNION ROOF _ " r � .ter ■�■ ■ GAS PIPING DOWN IN PIPE WITHOUT UNIONS iLILD PARALLEL TO WALL FURNISHED BY KES AND INSTALLED BY PLUMBING CONTRACTOR () FLOO PROVIDE APPROVED NATURAL MANUAL VALVE, FLEXIBLE PIPING, AND QUICK DISCONNECT MOUNTED IN ACCESSIBLE BEHIND EQUIPMENT. 8 KITCHEN WALL OR 1 r ! i ' \ I j k I `,� ! 1 II . k ! , ' I -- " CPPER COUPLING - _J 1 1 ABOVE LAY IN CEILING, PROVIDED BY HOOD a , INTERCONNECT TC HOOD" FIRE SUPPRESSION SYSTEM BY F.P.C. TYPICAL 6" DIRT LEG TO 6" ABOVE FLOOR 1 TLPIECET NMI FLOW 1 COPPER ELBOW h ; , I ; t 1 y �� MAY BE PRESSURE I I I I I l 1 1 1/2 x 1 1/2 x 1 TEE " > > 1 1/2 P TRAP WI C.O. 1 1 2 " �" 6" LONG DIRT LEG FULL SIZE OF BRANCH PIPE MINIMUM 3" ABOVE ROOF NMAi SHOWN ADJUST AS 11 SUIT ACTUAL DETAIL ^ z\ �. �_ �� • r ' ! - BUILT -UP ROOFING '- INSULATION I (�-- -- CHROME PLATED ESCUTCHEON TRAP ARM • TREATED 2x14 METAL ROOF DECK I ! r _._.... ` ‘ I % \ _ I \, I I / ,_ ! I NOTES: Li 1. FILL TRAP MANUALLY 2. TRAP EACH COMPONENT 3. A = NEG. S.P. 10 ON INITIAL START-UP. DRAIN CONNECTION. = 2" B = (2 X NEG. S.P.) = 4" CONDENSATE DRAIN DETAIL FROM GAS SUPPLY (UNDER ROOF PIPING ARRANGEMENT STRUCTURE) IS SCHEMATIC. REQ REQUIRED REQUIRIONS. 7 RTU GAS CONNECTION - GAS PROVIDE UNE SIZED APPROVED GAS GAS PIPING TEE ON CONCEALED PIPING IN WALL, LOCATION FOR APPLIANCE CONNECTION. EQUIP. GAS CONNECTION S L JOIST REFER TO STRUCTURAL��! � STEEL DRAWINGS FOR PROPOSED FRAMING INFORMATION 9 ROOFCURB HOSE BIBB DETAIL EMPLOYEE RESTROOM 1 LAVATORY TAILPIECE DETAIL P4.0 SCALE: NOT TO SCALE P4.0 SCALE NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE NOT TO SCALE P4.0 SCALE NOT TO SCALE 2" HOT WATER NOTES: 1. PIPE SIZE % 2. REFER 3. PLUMB 4. PIPE SIZES TO BE AS SHOWN ON PLANS AND EXTENDED FULL TO WATER HEATER CONNECTION AND W/ FULL SIZE VALVE. TO PLANS FOR EXACT LOCATION OF DROPS TO WATER HEATERS. SWING CHECK VALVE IN GRAVITY CLOSED POSITION. ALL RELIEF VALVES TO APPROVED RECEPTOR. SHALL SUPPLY & INSTALL FACTORY APPROVED INSULATION ON STORAGE TANK. TO MECHANICAL PLANS FOR PROPOSED ROUTING OF AIR DUCTING. HIGH WATER LEVEL RIM OF SINK OR THE COUNTER TOP 90• BRING VENT UP AS HIGH AS POSSIBLE -. SUPPLY c " 3/4 HOT I . WATER RETURN H � H I N \ 5. P.C. BLANKET a -- 6. REFER o COMBUSTION SINK ` 45' (TYPICAL) VENTING FOR ISLAND FIXTURES 1. - • ' LINE SIZED . "I ■I =. SHALL COMPLY WITH THE 2006 BALANCING VALVE r VENT UP UNIFORM PLUMBING CODE WITH CW I BP -1 I ! IN WALL I I WASHINGTON AMENDMENTS. INLINE HOT WATER G� IMO WALL RECIRCULATION 2» �_ I INSTALL LINE SIZED - CHECK PUMP UNE SIZED CHECK CLEANOUT !Q� I I I I -I I CLEANOUT I F VENT r T CLEANOUT BELOW OOR FINISHED FLOOR - r - _ _....__.:._ . • W .. ..... -. ,_ .- ,..... • ° + .4 ' ° VALVE WITH BYPASS LOOP I A VALVE. (TIP) 2" COLD WATER SUPPLY POTABLE WATER I &: I r � FACTORY EQUIPPED h ASME RATED WASTE I 2" PROVIDE STUB WITH LINE SIZED ISOLATION VALVE AND WATER TIGHT CAP El 2" T B A Y N L BOOSTER PUMP, ONLY AS REQUIRED PROVIDE STUB WITH UNE SIZED ISOLATION VALVE AND WATER TIGHT CAP FOR FUTURE CONNECTION NC (NORMALLY CLOSED) EXPANSION TANK 1 1 /2" ' `- I� _ rill . . m. I I ' FOR FUTURE CONNECTION NC (NORMALLY CLOSED) 4 TEMPERATURE & r..� ■ . "W. I PRESSURE RELIEF VALVE (TYP FOR 2) CONCRETE HOUSEKEEPING PAD (PROVIDED BY OTHERS} PROVIDE 1/8" THICK X 2 22 GA. STEEL ,.- STRAP SECURED TO 3/8" THICK X 6 "W. STEEL PLATE ANCHORED TO MINIMUM (4) STUDS W/ 1/2"0 ANCHOR BOLTS OR LAG SCREWS (NUTS "'., ° • , - g • ,' . ` (NORMALLY LINE C & BOLTS FOR STEEL STUDS). �� ._ ° - • , j 2" - CkIY- NO OPEN) 1 IN' - BOOSTER --W- NO OPEN) O S PUMP PIPING ( NORMALLY aale SCHEMATIC -M j 2 0 43 -. ° • F • �" ° ° f - �--a - ,' • n 1 1/2" ° < • • • .. , . • " • ' '' ' LINE SIZED BALL VALVE. (TYP) ;� > • . °. �� '� DETAIL � ww ° • .. • ° • . "" FITTING : • • ° ° ' ' ' • • ° - ' . • ° • • • • • r • 2 , ° .. < r r . : • • ° LINE SIZED DIELECTRIC UNION. O 13 ELECTRIC WATER HEATER . . :. ° ° . ° = PIPING 1 `- ISLAND VENTING DETAIL P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE P4.0 SCALE: NOT TO SCALE t� P I' NOTE: THIS EQUIPMENT TO SATISFY THE THE FIXTURES/ DISTRIBUTION PRESSURE CONTACT THE AND ISSUANCE SHALL ONLY BE INSTALLED AS REQUIRED WATER SUPPLY PRESSURE REQUIREMENTS FOR EQUIPMENT IN THE FACILITY (MINIMUM REQUIRED OF 65 PSI). CONTRACTOR SHALL OWNER'S CONSTRUCTION MANAGER FOR APPROVAL OF DIRECTION. NOTE: DETAIL SHOWN IS ADAPTED FROM SHEET M6.0 -3/ DETAIL #'I1 AS DEVELOPED BY CDIENGINEERS AND MADE AVAILABLE BY WESTFIELD DESIGN AND CONSTRUCTION POWER CONNECTION 2 TYP ( ) UL LISTED JUNCTION BOX (2 TYP) CONDUIT (TYP) GROUND FAULT PROTECTION DEVICE CONNECTED TO 30 HANGER ROD NOTE: DETAIL SHOWN IS ADAPTED FROM SHEET M6.0 -2/ DETAIL ,#8 AS DEVELOPED BY LOCKING NUT CDIENGINEERS AND MADE AVAILABLE BY I WESTFIELD DESIGN AND CONSTRUCTION `� CABLE BRACING PIPE HANGER ROD CUP 1 ; * il, SUPPORT NUT /. HEAVY DUTY CLEVIS FUSED DISCONNECT. COORDINATE POWER REQUIREMENTS WITH THE ELECTRICAL ^� 1 i �-. I %111 �. \i�� PIPE ;/ CLEVIS HANGER WITH HANGER 16 GAGE ZINC COATED SHEET STEEL SADDLE AT LEAST 12" LONG CABLE BRACING ■ AMP, 208/277 VAC CB, BY ELECT CONTRACTOR 2 TYP HANDHOLE ACCESSIBLE ( } JUNCTION BOX FLUSH /-- EXPANSION TANK BOOSTER r I ' I I WITH GRADE II END SEAL PUMP GRADE GREASE INTERCEPTOR HANGER ROD A LOCKING NUT BP 1 I I - =MIMI= FLEX CONDUIT FLOOR .. ....... ... INSULATED CONDUIT --- -� = FLOOR PIPE CLAMP 1151 .� II J I ( = � ( 6 "GW CAST V-0" MIN f. 1 E CHANNEL ` \∎ T I SUPPORT NUT HEAVY DUTY CLEVIS Ii PRESSURE DOMESTIC WATER SERVICE T IRON PIPE GAUGE LINE (REFER TO SHEET P1.2 FOR SIZE AND LOCATION) PRESSURE SWITCH PRESSURE \ s' PIPE HANGER ROD CUP GAUGE Imo: PIPE i Or ll HANGER O �--- e/ ,�� i PLANS \\- - I ` NUAON CLEVIS HANGER WITH w► SHEET SADDLE ' LEAST 12" LONG CHANNEL BRACING v �� y XL- TRACE -CT HEATING BELOW GRADE, 3" CLOSED CABLE ALONG BOTTOM OF CELL WATERPROOF THERMAL PIPE, TWO REQUIRED FOR INSULATION WITH PIPING, HORIZONTAL CABLE AT THE4 AND INSTALL WATERPROOF COVER O'CLOCK POSITIONS 1 HEATING CABLE BELOW GRADE Y- STRAINIR PRESSURE SHUT OFF CHECK HOSE RELIEF VALVE (TYP) VALVE BIBB VALVE 16 BOOSTER PUMP DETAIL 18 SEISMIC PIPE SUPPORTS ` ` = P4.0 SCALE NOT TO SCALE P4.0 SCALE NOT TO SCALE P4.0 SCALE: NOT TO SCALE PEED 1 CENTER Car.r4urgeu CARTER & MOWS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 04-07 -2008 03.11.2008 Fan 4C Mi LU la CD 0 imme L1 IL, CO g 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CL 92647 INLINE CO 0 Paw 0 C&B JOB NUMBER. 024203.014 DATE ISSUED. 01 -25 -08 FOR PERMIT ISSUES. HEALTH DEPT 11/30/07 PERMIT 01 /25/08 CONSTRUCTION 03/11 /08 -go A ae.owssemeaays a.,. -,..., -- i- - -- MECHANICAL GENERAL NOTES 1. ALL EXHAUST FAN, MAKEUP AIR FAN, AND ROOFTOP UNIT CURBS SHALL BE SET AND SHIMMED LEVEL BY THE GENERAL CONTRACTOR. 2. All SUPPLY, RETURN, AND RESTROOM EXHAUST DUCTWORK SHALL BE INSTALLED AS HIGH AS POSSIBLE UNDER THE ROOF STRUCTURE. 3. COORDINATE THE INSTALLATION LOCATION OF WALL MOUNTED TEMPERATURE SENSORS TO AVOID PROXIMITY WITH HEAT PRODUCING EQUIPMENT. 4. REFER TO THE KITCHEN EQUIPMENT DRAWINGS FOR THE MANUFACTURER'S PREPARED INFORMATION PERTAINING TO THE KITCHEN EXHAUST HOODS AND FANS. 5. ALL GREASE EXHAUST DUCTS SHALL BE NFPA 96 APPROVED (16 GA. WELDED BLACK IRON), EXTERNALLY WELDED WITH LIQUID TIGHT JOINTS, SEAMS, AND SMOOTH RADIUS ELBOWS AND TRANSITIONS. 6. THE CONDENSATE EXHAUST DUCT SHALL BE CORROSION RESISTANT 20 GA. ALUMINUM, EXTERNALLY WELDED WITH LIQUID TIGHT JOINTS, SEAMS, AND SMOOTH RADIUS ELBOWS AND TRANSITIONS. PROVIDE HEAT RESISTANT SILICONE CAULKING AT EQUIPMENT CONNECTIONS FOR WATER TIGHT INSTAIIATION. 7. ALL RECTANGULAR, ROUND, AND FLEXIBLE DUCTWORK SHALL BE SIZED AS SHOWN ON THESE DRAWINGS; AND SHALL BE FABRICATED AND INSTALLED ACCORDING TO THE MOST RECENTLY PUBUSHED SMACNA STANDARDS. ALL JOINTS, SEAMS, AND CONNECTIONS MUST BE SECURELY FASTENED & SEALED BY APPROVED METHODS. 8. FLEXIBLE DUCT TO BE INSTALLED IN CONCEALED SPACES ONLY. THE MAXIMUM ALLOWABLE LENGTH OF FLEXIBLE DUCT SHALL BE 5' -0'. ALL FLEXIBLE DUCTS SHALL BE CONNECTED TO BRANCH RUNS AND FITTINGS WITH A PANDUIT --TYPE BAND, AND SHALL NOT BE ATTACHED DIRECTLY TO THE DIFFUSER COLLAR. 9. ALL SUPPLY DIFFUSERS SHALL BE BALANCED WITH DAMPERS AT MAIN TAKEOFF FITTING UNLESS NOTED OTHERWISE. MECHANICAL KEYED NOTES 1 ROUTE SUPPLY AND RETURN DUCTWORK FULL SIZE FROM THE RTU CONNECTIONS THROUGH THE ROOF AS SHOWN. PROVIDE FLEXIBLE CONNECTIONS AND TRANSITION THROUGH THE JOISTS AS REQUIRED. FACTORY SUPPLIED/ FIEU) INSTALLED SMOKE DETECTOR CAPABLE OF SHUTTING DOWN THE RESPECTIVE MECHANICAL UNIT UPON ACTIVATION. 3 R UR AIR DU T OU D R OTE ZO • P ` RE EN OR IR I :ACK 0 ES EC : 'RO 3 N.f_i THERMOSTAT IN MGR'S OFFICE. 4 WALL MOUNTED REMOTE ZONE TEMPERATURE SENSOR WIRED BACK TO RESPECTIVE PROGRAMMABLE THERMOSTAT IN MGR'S OFFICE COORDINATE PLACEMENT Wm KITCHEN EQUIPMENT AND ARCHITECTURAL DRAWINGS. O PROGRAMMABLE THERMOSTATS IN MANAGER'S OFFICE TO BE VERTICALLY STACKED AND CLEARLY LABELED. VERIFY \ 5 PLACEMENT WfFH ARCHITECTURAL FLOOR PLAN AND INTERIOR ELEVATIONS. /A FIRE SUPPRESSION CABINET TO BE FURNISHED WITH THE HOOD PACKAGE, AND INSTALLED BY THE KITCHEN U EQUIPMENT CONTRACTOR. O TRANSmON GREASE EXHAUST DUCT UP FROM HOOD COLLAR THRU MECHANICAL SHAFT TO 2ND FLOOR ROOF MOUNTED EXHAUST FAN. GREASE EXHAUST DUCT SHALL BE OF THE SAME SIZE AS THE HOOD COLLAR. FIELD VERIFY ANY REQUIRED TRANSmONS OR OFFSETS OF EXHAUST DUCT FROM COMBUSTIBLE MATERIALS TO MAINTAIN THE MINIMUM CLEARANCES REQUIRED PER APPUCABLE CODE(S) AND FIRE WRAP MANUFACTURER'S INSTRUCTIONS. 8 TRANSmON CONDENSATE EXHAUST DUCT HORIZONTALLY AND EXTEND UP THRU MECHANICAL SHAFT TO 2ND FLOOR ROOF MOUNTED EXHAUST FAN. CONDENSATE I HAUST DUCT SHALL BE OF THE SAME SIZE AS THE HOOD COLLAR. FIELD VERIFY ANY REQUIRED TRANSITIONS OR OFFSETS OF EXHAUST DUCT FROM STRUCTURE. ROUTE MAKEUP AIR DUCTWORK FULL SIZE FROM THE UNIT CONNECTION THROUGH THE ROOF AS SHOWN. PROVIDE 9 \2.1 FLEXIBLE CONNECTION AND TRANSITION THROUGH THE JOISTS AS REQUIRED. 10 ROUTE MAKEUP AIR DUCTWORK TO PERFORATED SUPPLY PLENUM COLLAR CONNECTION. MAKEUP AIR DUCT CONNECTION SHALL BE OF THE SAME SIZE AS THE PLENUM COLLAR. 11 PROVIDE SUPPLY AIR DUCT MOUNTED SMOKE DETECTOR. COORDINATE LINE VOLTAGE POWER REQUIREMENTS AND INTERLOCK OPERATION CONTROLS OF THE MAKEUP AIR UNIT WITH THE ELECTRICAL CONTRACTOR. 1 COMBINE THE 10 "0 RESTROOM EXHAUST DUCTS UP TO 10/12 RISER. EXTEND RISER UP TO ROOF MOUNTED EXHAUST FAN AS SHOWN. 13 NOT USED. 14 AIR DEVICE IN GYPBOARD CEIUNG SHALL HAVE INTEGRAL VOLUME DAMPER FOR MANUAL ADJUSTMENT. 15 PROVIDE TRANSFER AIR DUCT BETWEEN RETURN AIR GRILLES AS SHOWN. O LOCATION OF MANUAL PULL STATION FOR KITCHEN HOOD FIRE SUPPRESSION SYSTEM ACTIVATION AND GAS SUPPLY SHUT -OFF. INSTALLATION BY OTHERS. @:: NOT USED. 18 PROVIDE CEILING MOUNTED CABINET TYPE TRANSFER AIR FAN. CONNECT 6"0 DISCHARGE DUCT AND TRANSmON TO 10x6 AIR DEVICE NECK SIZE AS SHOWN. LOUVERED DOOR SHALL BE PROVIDED BY OTHERS. 19 RETURN AIR PLENUM SHALL BE INTERNALLY UNED AS DESCRIBED IN THE GENERAL NOTES ON SHEET M2.0. BOTTOM OF RETURN PLENUM SHALL BE EVEN WITH THE BOTTOM OF THE ADJACENT SUPPLY MAIN(S). 20 RETURN AIR INTAKE OPENING SHALL HAVE A MINIMUM FREE AREA OF 12 SQUARE FEET. PROVIDE 1/4 "x1 /4" Nt CORROSION RESISTANT WIRE MESH SCREEN OVER INTAKE. 21 PROVIDE A WALL MOUNTED REVERSE ACTING THERMOSTAT FOR ACTIVATION OF THE TRANSFER AIR FAN. THERMOSTAT SHALL BE SET TO ENERGIZE THE FAN UPON SENSIBLE ROOM TEMPERATURE OF 80'F. COORDINATE REQUIREMENTS WITH THE A/V EQUIPMENT. LAY -IN CEILING IN COMPUANCE WITH IMC 2006 506.3.9, PROVIDE CLEANOUTS AT EVERY DUCT CHANGE IN DIRECTION (TYPICAL) 2ND FLOOR KITCHEN LAY -IN CEILING GROUND FLOOR HOOD -5 DISH WASH SCALE: NOT TO SCALE EF -1 EF -4 EF -3 EF -2 r -1 r --i r - r - 7 I I I I I II I IN COMPLIANCE WITH IMC 2006 506.3.10, TYPE 1 GREASE EXHAUST DUCTS SHALL EE EXTERNALLY WRAPPED WITH UL LISTED FIRE WRAP SYSTEM PER MANUFACTURER'S INSTRUCTIONS HOOD -3 COOK UNE IN COMPLIANCE WITH IMC 2006 506.3.9, PROVIDE CLEANOUTS FOR HORIZONTAL DUCT RUNS SPACED NOT MORE THAN 20' -O' APART (TYPICAL) COORDINATE THE PLACEMENT ALM ��� -II r OF ENCLOSURE ACCESS DOORS WITH TYPE 1 GREASE 1 •. , -II DUCT CLEANOUTS (TYPICAL) 15/12 15/12 20/20 HOOD -2 TYPE 1 GREASE EXHAUST AND DISHWASH EXHAUST HORIZONTAL DUCT RUNS SHALL BE PITCHED A MINIMUM 1/4" PER FOOT BACK TO THE RESPECTIVE HOOD (TYPICAL) 11 COOK LINE HOOD -1 SINGLE LINE EXHAUST RISER DIAGRAM TENANT SHALL PROVIDE DUCT SHAFT ENCLOSURE FOR EXHAUST DUCTS. COORDINATE WITH 2ND FLOOR TENANT ISM Zer ti s e MECHANICAL FLOOR PLAN SCALE: 1i4 ° -1-0° \° �� \ FF yA } L 08--D 0 ._.1_.__... .- J Cart. CARTER a II Q88, . 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 L EXPIRES: 04-07 -2010 03.11.2008 CO CO ISM 1 CD ca 0 t MBA Tri ei imam LU tO 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CL 92647 CAB JOB NUMBER, 024205,014 DATE ISSUED, 0"I =25 ®08 FOR PERMIT ISSUES, HEALTH DEPT PERMIT CONSTRUCTION REVISIONS, CITY MECH CMNTS 02/22/08 SHEET CONTENTS, MECHANICAL FLOOR PLAN SHEET NUMBER, MUNE MAR 17 2008 P� ti,uo�7 GL.N a ER M1.0 11/30/07 01/25/08 03/11/08 APIdinol/21:101000 AM Wind! PACKAGED ROOFTOP UNIT SCHEDULE GENERAL MARK RTU -1 RTU -2 RTU-3 CEILING DIFFUSER - SUPPLY SERVING KITCHEN DINING DINING CEILING DIFFUSER BELOW DUCT -- SUPPLY MANUFACTURER LENNOX LENNOX LENNOX _ 1459 MODEL NO. TGA240H2B TGA240H2B TGA240H2B z TYPE GAS /ELEC GAS /ELEC GAS /ELEC CEILING REGISTER BELOW DUCT - RETURN OPERATING WEIGHT, LBS. 2860 2860 2860 RISER - RETURN AIR DUCT LENGTH, WIDTH, HEIGHT 128 X 90 X 54 128 X 90 X 54 128 X 90 X 54 z MINIMUM EER 10.8 10.8 10.8 CEILING REGISTER BELOW DUCT - EXHAUST X I GREENHECK GB-141 -7 EAD RISER - EXHAUST AIR DUCT ELECTRICAL VOLTS/ PH/ HZ 460/3/60 460/3/60 55 460/3/60 55 1424 MIN. CIRCUIT AMP. (MCA) 55 MAX. OVERCURRENT PROT. (MOP) 60 60 60 FC INDOOR BLOWER MOTOR (HP) 7.5 7.5 7.5 1251 0.25 ® GREENHECK AIR DEVICE DESIGNATION ROOF DOWNBLAST FAN SUPPLY FAN SUPPLY AIR CFM 8000 8000 8000 REMOTE TEMPERATURE SENSOR OUTSIDE AIR CFM 2400 2400 2400 CFM EXTERNAL STATIC PRESSURE IN W.G. 0.8 0.8 0.8 KITCHEN HOODS FAN RPM - - - EXHAUST AIR GREENHECK S.P. STATIC PRESSURE 1205 1,3,6,8 COOLING NOMINAL SIZE TONS 20 20 20 MAY APPLY) 3. AIR DEVICE SHALL BE OF ALUMINUM CONSTRUCTION. MOUNTING HARDWARE AND ACCESSORIES AS REQUIRED. 4. PROVIDE SEISMIC BRACING AS REQUIRED. IN THE DINING AREA SHALL HAVE MANUFACTURER APPLIED 5. 4' -0" LONG LINEAR SWT DIFFUSER, 2 -SWT, WITH SUITABLE FOR FINAL PAINT FINISH (BY OTHERS). REFER TO END CAPS, END BORDERS AND MODEL MPI39 DRAWINGS FOR COORDINATION. MODUL.INEAR DIFFUSER PLENUM. TOTAL CAPACITY MBTUH 248 248 248 SENSIBLE CAPACITY MBTUH 184 184 184 OUTSIDE AIR DB /WB, DEG. F. 100 100 100 ENTERING AIR DB /WB DEG. F. 80/67 80/67 80/67 9NIIV3H TYPE OF HEAT GAS GAS GAS HEATING OUTPUT MBTUH 384 384 384 HEATING INPUT MBTUH 480 480 480 OUTSIDE AIR DB, DEG. F. 6 6 6 LEAVING AIR DB, DEG. F. 97.9 97.9 97.9 SILON A . • ',10 1,2,4,5,6,7,9 1,2,4,5,6,7,'•,10 NOTES VIDE AND THAT ACTIVATION. ROOFTOP SHALL THE INSTALLATION •UT • - .- -. A BOTTOM NTRY SINGE OI T E C AND INSTALLED BY THE E.C. CONVENIENCE POWERED SEPARATELY FROM THE UNIT. A SEISMICALLY BRACED VIBRATION ISOLATION ROOF SLOPE SUCH THAT THE TOP OF THE CONTRACTOR. A SEISMICALLY BRACED FACTORY AVAILABLE THE TOP OF THE CURB SETS LEVEL FACTORY INSTALLEi' RETURN IR SMOKE LOADS USTED ARE AT A.R.I. STANDARD. WITH MANUFACTURER'S PROGRAMMABLE OF AUTOMATIC COOLING/ HEATING CHANGEOVER. WITH FACTORY INSTALLED ECONOMIZER A 2- POSITION MOTORIZED 0/A DAMPER. HOURS. DAMPER SHALL BE IN FULL OPEN UNIT PACKAGE INCLUDING RTU'S, AND INSTALLED BY THE MECHANICAL MANUFACTURER AVAILABLE / FIELD INSTALLED OF EXHAUST FLUE GASES FROM ADJACENT S•ECIAL S IS IC ' TU/ C RB 11 -DO BE SET ON TOP RAIL OF ROOF CURB, OF THE UNIT. UNIT BASE D OF RTU. REFER TO MA OF CTUR ' L....: L..._r1�.: .A. -... ..... h..- ._.: ,..::L.:.,.. 1.... -_ ICAL CO NE TIO . EL CTRICA DISCONN CT SHALL BE RECEPTACLE SHALL BE FIELD INSTALLED BY THE FACTORY AVAILABLE ROOF CURB THAT ACCOMMODATES CURB SETS LEVEL ROOF CURBS TO BE INSTALLED ROOF CURB THAT ACCOMMODATES A PITCHED ROOF ROOF CURBS TO BE INSTALLED BY THE GENERAL CONTRACTOR. DETECTOR, CAPABLE OF SHUTTING DOWN THE ROOFTOP 24/7 THERMOSTAT AND REMOTE TEMPERATURE SENSOR SECTION, BAROMETRIC RELIEF, AND CONTROLS. DAMPER SHALL BE IN FULL CLOSED POSITION DURING POSITION (SET 0/A PER SCHEDULE) DURING OCCUPIED ROOFCURBS, THERMOSTATS, AND SPECIFIED OPTIONS SHALL CONTRACTOR UNO . VERTICAL VENT EXTENSION KIT FOR MINIMUM 3'-0 RTU OUTDOOR AIR INTAKE. d. 1. PR FURNISHED E.C. 2. PROVIDE PITCHED GENERAL 3. PROVIDE SUCH 4. PROVIDE UPON 5. COOLING 6. PROVIDE CAPABLE 7. PROVIDE 8. PROVIDE SETBACK 9. T-IE FURNISHED 10. PROVIDE OFFSET 1 . "ROVID CLIPS TO �N :.,....L..- .- �..:.. A BY THE SLOPE UNIT NIGHT HOURS. BE VERTICAL C PS AS AV • ILA: LE BY TH R AA UFAC RE . AND ATTACHED ON THE INSIDE OF THE RTU PRIOR RAIL SHALL THEN BE ATTACHED TO HOLD DOWN CLIP I STAL 11O I S 'UC ON . ... ......i...- ..1..... -. ..L ,..: L.:_.A_. -.�.. - .�.... 1.: ..<..... - - - -..A ..- .x..1..,:1 _.: �..:.1.. : MECHANICAL LEGEND SYMBOL ABBR. DESCRIPTION RPM CD CEILING DIFFUSER - SUPPLY O MODEL TYPE CD CEILING DIFFUSER BELOW DUCT -- SUPPLY Lap REAR PREP & PIZZA SAD RISER - SUPPLY AIR DUCT _ 1459 5.0 ; j SAD DROP - SUPPLY AIR DUCT z CR CEILING REGISTER - RETURN EF -2 CR CEILING REGISTER BELOW DUCT - RETURN . I ; : 1500 3.0 RAD RISER - RETURN AIR DUCT CUBE-200HP-30 I 'I RAD DROP - RETURN AIR DUCT z CE CEILING REGISTER - EXHAUST 1.0 CE CEILING REGISTER BELOW DUCT - EXHAUST X I GREENHECK GB-141 -7 EAD RISER - EXHAUST AIR DUCT 1,3,5,6 EF -4 (L) LINED DUCTWORK t 1424 0.25 VD MANUAL VOLUME DAMPER GB -091 -4 ROOF UPBLAST FAN Z=11= FC FLEXIBLE CONNECTION PUBLIC RESTROOM 600 NEW DUCT 1251 0.25 ® GREENHECK AIR DEVICE DESIGNATION ROOF DOWNBLAST FAN Q TSTAT PROGRAMMABLE THERMOSTAT SO SENS REMOTE TEMPERATURE SENSOR 0 SD SMOKE DETECTOR GREENHECK CFM CUBIC FEET PER MINUTE 10 S/A SUPPLY AIR KITCHEN HOODS 0/A OUTSIDE AIR 998 E/A EXHAUST AIR GREENHECK S.P. STATIC PRESSURE EXHAUST FAN SCHEDULE MARK SERVICE CFM ES'P. WG RPM MOTOR HP VOLTS/ PH MANUFACTURER MODEL TYPE WEIGHT NOTES EF -1 REAR PREP & PIZZA 4954 2.5 _ 1459 5.0 460/3 GREENHECK CUBE- 300XP -50 ROOF UPBLAST FAN 84 1,3,5,6 EF -2 LEFT AND RIGHT 4472 1.75 1500 3.0 460/3 GREENHECK CUBE-200HP-30 ROOF UPBLAST FAN 142 1,3,5,6 EF - 3 S/S CONDENSATE 1800 1.0 1414 0.75 460/3 GREENHECK GB-141 -7 ROOF UPBLAST FAN 83 1,3,5,6 EF -4 BREWERY / EMP. RESTROOM 400 0.75 1424 0.25 460/3 GREENHECK GB -091 -4 ROOF UPBLAST FAN 58 1,3,5,6 EF -5 PUBLIC RESTROOM 600 0.5 1251 0.25 115/1 GREENHECK GB -091 ROOF DOWNBLAST FAN 58 2,4,7 TF--1 A/V ROOM 100 0.25 950 80W 115/1 GREENHECK SP -B110 CEILING CABINET FAN 10 7 MAU -1 KITCHEN HOODS 6600 0.5 998 5 _ 460/3 GREENHECK DGX- 115 -H22 ROOF SUPPLY FAN 1205 1,3,6,8 NOTES: (NOT ALL MAY APPLY) 4. PROVIDE GRAVITY BACKDRAFT DAMPER. SWITCH BETWEEN KITCHEN HOOD EXHAUST AND MAU -1. REQUIRED WORK WITH THE ELECTRICAL CONTRACTOR. 5. PROVIDE FACTORY AVAILABLE GREASE BOX. WEATHER PROOF DISCONNECT SWITCH IN SIGHT OF THE 6. FURNISHED WITH KITCHEN HOOD PACKAGE, INSTALLED BY MECHANICAL CONTRACTOR. COORDINATE REQUIRED WORK WITH THE ELECTRICAL CONTRACTOR. 7. FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. PROOF DISCONNECT SWITCH AND INTERNAL WIRING SHALL BE FACTORY INSTALLED 8. HEATING INPUT/ OUTPUT (MBH) = 539.1/495.9 1. PROVIDE INTERLOCK COORDINATE 2. PROVIDE INDEPENDENT EQUIPMENT. 3. WEATHER AIR DEVICE SCHEDULE MARK FACE SIZE TYPE MOUNTING TYPE MAXIMUM N C DIRECTION MANUFACTURER MODEL NOTES CD 12x12 SUPPLY SURFACE 30 4-WAY TITUS OMNI -AA _ 1,2,3,4 TD 24x24 SUPPLY SURFACE 30 4 -WAY ACUTHERM 1F -HC 1,2,3,4 KD 24x24 SUPPLY LAY -IN 30 1 -WAY TITUS PAS -AA 1,2,3,4 RD VARIES SUPPLY DUCT 30 RADIAL TITUS TMRA -AA 1,2,3,4 SD 60x3.5 SUPPLY SURFACE 30 1 -WAY 1111.IS CT -541 1,2,3,4 CR 24x24 RETURN LAY -IN 30 1 -WAY TITUS PAR -AA 1,2,3,4 • CE 12x12 EXHAUST SURFACE 30 1 -WAY TITUS 350FL 1,2,3,4 SR 12x8 TRANSFER SURFACE 30 1 -WAY TITUS 4FL 1,2,3,4 DL 20x10 SUPPLY SURFACE 30 1 -WAY TITUS DL 1,2,3,4 LD 48x4 SUPPLY SURFACE 30. 2 -WAY THUS ML -39 1,2,3,4,5 NOTES: (NOT ALL MAY APPLY) 3. AIR DEVICE SHALL BE OF ALUMINUM CONSTRUCTION. MOUNTING HARDWARE AND ACCESSORIES AS REQUIRED. 4. PROVIDE SEISMIC BRACING AS REQUIRED. IN THE DINING AREA SHALL HAVE MANUFACTURER APPLIED 5. 4' -0" LONG LINEAR SWT DIFFUSER, 2 -SWT, WITH SUITABLE FOR FINAL PAINT FINISH (BY OTHERS). REFER TO END CAPS, END BORDERS AND MODEL MPI39 DRAWINGS FOR COORDINATION. MODUL.INEAR DIFFUSER PLENUM. 1. PROVIDE NECESSARY 2. ALL AIR DEVICES PRIMER FINISH ARCHITECTURAL AIR BALANCE SCHEDULE MARK DINING KITCHEN S/A 0/A E/A S/A 0/A E/A RTU -1 - - - 8000 2400 - RTU-2 8000 2400 - - - - RTU -3 8000 2400 - - - - EF-1 - - - - - 4954 EF -2 - - - - - 4472 EF -3 - - - - - 1800 EF -4 - -- - - - 400 EF -5 - - 600 - - - MAU-1 - - - - 6600 - TOTAL 16000 4800 600 8000 9000 11626 DINING PRESSURIZATION KITCHEN PRESSURIZATION (0 /A) - (E /A)= 4200 (0 /A) - (E /A)= -2626 NET BUILDING PRESSURIZATION (DINING + KITCHEN)= 1574 0/A VENTILATION SCHEDULE AREA SERVED SQ. FEET # OF PEOPLE CFM /PERSON CFM DINING 5213 253 20 5060 KITCHEN - 20 15 300 TOTAL 0/A REQUIRED 5360 NOTES: ARE BASED ON 2006 IMC, TABLE 403.3 AIR DEMAND IS: 5360 CFM AIR PROVIDED IS: 7200 CFM THE AIR BALANCE SCHEDULE FOR ADDITIONAL INFORMATION 1. CALCULATIONS 2. OUTDOOR OUTDOOR REFER TO CONDENSATE 4 ROOF FLEXIBLE DUCT CONNECTION (TYP) RETURN AIR DUCT Y 2CD a ‘ D M o 14.1 ce m V) m 5 U Z ATTACH DIFFUSER BOOT TO TRUNK DUCT WITH POP RIVETS OR SHEETMETAL SCREWS HINGED HOOD FOR SERVICE ACCESS, SHOWN IN THE CLOSED POSITION =PROVIDE FIELD FABRICATED 16 W GA. GALVANIZED TRANSITION FUNNEL WITH LIQUID TIGHT a SEAMS AND FULLY WELDED MITERED CORNERS U m a GREASE TRAP 3/8" LAG SCREW 12" ON CENTER, MINIMUM 2 PER SIDE PREFABRICATED ROOF 14" HIGH FACTORY CURB RATED ENCLOSURE SHALL BE (1) LAYER OF FAST WRAP+ 1 -1/2" THICK THERMAL CERAMICS FlREMASTER GREASE EXHAUST DUCT WRAP (AS ALLOWED BY THE JURISDICTION HAVING AUTHORITY) ANGLE COLLAR AROUND OPENING (-1YP) SEAL DUCT CONNECTION (TYP) VOID SPACE BETWEEN BUILDINGS ROOFTOP UNIT SCALE: NOT TO SCALE CONDENSER COIL GAS SERVICE (WHERE SHOWN ON THE DRAWINGS) SUPPLY AIR DUCT ROOFTOP UNIT DETAIL SCALE: NOT TO SCALE EXPOSED SUPPLY DUCT DETAIL SCALE: NOT TO SCALE ELECTRICAL DISCONNECT DO NOT INSTALL OVER UNIT LABELS OR COILS. POWER AND CONTROL SERVICES. FACTORY CURB WITH CANT STRIP, COUNTER FLASHING, AND GASKET. ROOF DECK UNDER UNIT TO REMAIN FOR SOUND CONTROL EXCEPT AT DUCT PENETRATION. SUPPLY DUCT RISER SHALL BE FULL SIZE OF RTU CONNECTION PROVIDE SMACNA APPROVED RECTANGULAR PAIR OF PANTS TRANSITION FOR EQUAL SPLIT PROVIDE RECTANGULAR TO ROUND TRANSITION INTERNALLY LINED RIGID ROUND SUPPLY DUCT. HOLD TIGHT TO BOTTOM OF CLG/ROOF STRUCTURE SEAL BOOT CONNECTION AIRTIGHT INSULATE BOOT WITH 1" DUCTLINER PROVIDE AIR BALANCING DEVICE SIMILAR TO TITUS AG -15 -HD DRUM LOUVER OPPOSED BLADE DAMPER AIR DEVICE SHALL BE DRUM LOUVER WITH ROTATING BODY AND ADJUSTABLE VANES SHEETMETAL OUTLET BOOT SHALL BE FABRICATED SAME, SIZE AS AIR DEVICE FRAME HOLD DEPTH OFF SUPPLY DUCT TO MINIMUM NOTE INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 96 REQUIREMENTS. DETAIL SEISMIC JOINT DETAIL SCALE: NOT TO SCALE UPBLAST VERTICAL DISCHARGE U.L. LISTED GREASE EXHAUST FAN NEMA 3R DISCONNECT FACTORY WIRED TO MOTOR I FIELD WIRING IN LIQUID TIGHT ' 1 FLEXIBLE CONDUIT (TYPICAL) " (ALLOW SUFFICIENT CONDUIT FOR I UNIT TO HINGE - UP FOR CLEANING.) VENTILATED ROOFCURB EXTENSION (OR TALL CURB) it a RESIDENT GASKET FLASH AND COUNTERFLASH e ROOF CURB EXTEND GREASE DUCT UP THROUGH ROOF CURB TO TRANSITION FUNNEL ROOF ASSEMBLY GREASE EXHAUST DUCT. MINIMUM 16 GAUGE STEEL WELDED LIQUID TIGHT. 5 ROOF MOUNTED GREASE EXHAUST FAN DETAIL NOTE DETAIL SHOWN IS ADAPTED FROM SHEET M6.0 -2/ DETAIL i8 AS DEVELOPED BY CDIENGINEERS AND MADE AVAILABLE BY WESTFIELD DESIGN AND CONSTRUCTION BUILDING WALL (TYP) DUCTWORK, SEE PLANS FOR SIZES AND LOCATIONS FLEXIBLE CONNECTION, SIZE TO ALLOW FOR 4" BUILDING MOVEMENT (TYP) STUFF ANNULAR SPACE WITH ROCK WOOL CEILING MUM SUPPLY AIR DIFFUSER DETAIL SCALE: NOT TO SCALE FACTORY ROOF CURB SHEET METAL RISER FULL SIZE OF FAN OPENING TRANSITION SUPPORT DUCT RISER WITH ALL THREAD SUPPORT RODS FLEX DUCT WITH 2 EXTERNAL INSULATION MAX. LENGTH 5' -O" SUPPLY AIR DIFFUSER WITH ROUND NECK COORDINATE WITH LANDLORD REQUIREMENTS. ALL REQUIRED SEISMIC BRACING AND RESTRAINTS NOT SHOWN SHALL BE INCLUDED. TIE OFF TO ROOF STRUCTURE INSULATED SHEETMETAL METAL BAND SUPPLY DUCT. SEALED SUPPORT PER SPECIFICATIONS. /- - NYLON DRAW BAND (TYP) 1 �^ T -BAR TYPE /GYP SUSPENDED CEILING PROVIDE 1" BLANKET INSULATION COVERING AIR DEVICE BACK RESTROOM EXHAUST FAN DETAIL SCALE NOT TO SCALE NOTES: 1.) CONTRACTOR SHALL PROVIDE ALL FLASHING, COUNTERFLASHING, AND ANY OTHER MATERIALS AND LABOR NECESSARY TO ENSURE A WATERTIGHT ROOF PENETRATION ENCLOSURE - 2.) ALL ROOFING WORK TO BE PERFORMED BY THE MALL ROOFING CONTRACTOR. 3.) CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ROOFTOP EQUIPMENT WITH THE BUILDING STRUCTURAL ENGINEER AND OBTAIN APPROVAL PRIOR TO COMMENCING WORK. AC UNIT ROOF CURB DETAIL SCALE: NOT TO SCALE INSULATION PINS ALUMINUM TAPE AT EDGES (TYP) SPEED CLIPS SPOOL PIECES FOR THREADED RODS RIGID ROUND DUCT JOINT SCREWED & SEALED ROOFTOP EXHAUST FAN RE: ARCHITECTURAL FOR ROOFING DETAILS ROOF DECK GRAVITY BACKDRAFT DAMPER SHEET METAL EXHAUST DUCT RISER. RE: PLANS FOR SIZE L CEILING AC UNIT SPRING ISOLATOR NAILER ', COUNTER FLASHING A: , THREE-PLY MEMBRANE :":4 NOTE ACCESS DOORS TO BE LOCATED AT MAXIMUM 10' -O" O.C. AND AT EACH CHANGE IN DIRECTION IN BOTH HORIZONTAL AND VERTICAL DUCT RUNS. GREASE DUCT EXISTING ROOFING ASSEMBLY METAL DECK R EFER TO STRUCTURAL DRAWINGS FOR ANGLES TO FRAME UNDER CURB AND DUCT PENETRATIONS. DOOR OPENING 1/4" ALL THREAD RODS 16 GA. ACCESS COVER SINGLE LAYER FIREMASTER° FASTWRAP+ ® es... 1" OVERLAP GREASE DUCT ACCESS DOOR SCALE NOT TO SCALE SINGLE LAYER FIREMASTER FASTWRAP+ 1 1/2" 1/4" WING NUTS r MIN. LONGINTUDINA OVERLAP GREASE DUCT 1/2" WIDE (MIN) STEEL BANDING T f w l No�nurwT A1111110' #11111111111 J 1 LAYER FIREMASTER FASTWRAP+ 1 1/2" GREASE DUCT WRAP CUL LISTED) SCALE: NOT TO SCALE 3/8 "0 MIN. HANGER RODS 1/2 x 1/2 x 1/8 SUPPORT ANGLE (IF REQUIRED) NOTE CONTRACTOR TO INSTALL DUCTWRAP WITH STRICT ACCORDANCE TO MANUFACTURER'S REQUIREMENTS. Pob 12. 1. MECHANICAL GENERAL NOTES 1. NOTE: FOR THE PURPOSE OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ALTHOUGH SIZES AND LOCATIONS OF EQUIPMENT ARE DRAWN TO SCALE WHEREVER POSSIBLE, THE CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND VERIFY THIS INFORMATION PRIOR TO ORDERING, FABRICATING OR INSTAWNG ANY MATERIALS. 2. THE MECHANICAL CONTRACTOR SHALL PROVIDE COMPLETE INFORMATION AND COOPERATE WITH THE OTHER CONTRACTORS AND TRADES AS REQUIRED FOR THE COMPLETION AND COORDINATION OF THE COMPLETE PROJECT. 3. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADMINISTERING ALL WARRANTIES ON EQUIPMENT WHICH THEY FURNISH AND INSTALL. 4. PROVIDE WRITTEN WARRANTY TO REPLACE ALL FAULTY MATERIALS AND /OR LABOR, AT NO COST TO OWNER, FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. PROVIDE 5 YEAR COMPRESSOR WARRANTY FOR AC UNITS. WARRANTIES SHALL BEGIN ON THE DATE OF SUBSTANTIAL COMPLETION. 5. ALL OUTDOOR AIR INTAKE BY MECHANICAL EQUIPMENT SHALL HAVE A MINIMUM 10' --O" HORIZONTAL CLEARANCE FROM THE DISCHARGE OF ANY EXHAUST FAN, RTU GAS EXHAUST OR PLUMBING VENT. 6. PROVIDE VIBRATION ISOLATION DEVICES AND FLEXIBLE DUCT/ PIPING CONNECTIONS TO ALL MOVING MACHINERY NOT INTERNALLY ISOLATED. 7. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 8. THE MECHANICAL CONTRACTOR SHALL COORDINATE ALL DUCT AND DIFFUSER LOCATIONS WITH SPRINKLER PIPING, SPRINKLER HEADS AND LIGHT FIXTURES AS REQUIRED FOR A COMPLETE INSTALLATION. 9. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES ALL REQUIRED OPENINGS AND PENETRATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS AND ROOF SHALL BE CONSTRUCTED INTO THE STRUCTURE WITH THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. 10. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED THROUGH CURBS OR PIPE SEALS A MINIMUM OF 12" ABOVE THE ROOF. THE PIPE CURBS AND SEALS SHALL BE INSTALLED BY THE ROOFING CONTRACTOR. ENSURE THAT AMPLE BOOT OPENINGS ARE PROVIDED TO ACCOMMODATE ANY ELECTRICAL CONDUIT PENETRATIONS REQUIRED FOR POWER. 11. COORDINATE THE INSTALLATION AND FINISH OF ALL SUPPLY AND RETURN AIR DEVICES. AIR DEVICES LOCATED IN GUEST AREAS (INCLUDING DINING AND BAR) SHALL BE PAINTED PER THE ARCHITECTURAL DRAWINGS FINISH SCHEDULE. THERMOSTATS AND REMOTE SENSORS SHALL BE LOCATED AT 54" A.F.F. EXACT LOCATIONS SHALL BE FIELD COORDINATED TO AVOID INTERFERENCE WITH WALL - MOUNTED WORK. 13. THERMOSTATS SHALL BE RTU MANUFACTURER AVAILABLE 24/7 AUTOMATIC CHANGEOVER TYPE TO SEQUENCE HEATING AND COOUNG. SET POINT RANGE SHALL BE 10'F BETWEEN FULL HEATING AND FULL COOLING. ADJUSTABLE TEMPERATURE DIFFERENTIAL SHALL BE 1- 1/2'F. THERMOSTAT CONTROL RANGE SHALL BE 55'F TO 85'F. CONTROLS SHALL HAVE CAPABILITY OF TERMINATING HEATING AT NO HIGHER THAN 70'F AND COOUNG AT NO LOWER THAN 75'F. 14. PROVIDE INTERLOCKING CONNECTION BETWEEN ALL AC UNITS/ SUPPLY FANS AND EXHAUST FANS (INCLUDING RESTROOM FANS). WHEN EXHAUST SYSTEM IS ON, AC UNITS SHALL BE ENERGIZED. THIS PROCESS ENSURES BALANCING OF SUPPLY AIR AND EXHAUST AIR PER CODE. REFER TO ELECTRICAL DRAWINGS FOR SCHEMATIC. 15. ROOFTOP UNITS SHALL BE SET TO RUN IN. "FAN CONTINUOUS" MODE DURING OCCUPIED HOURS. DURING NIGHT SET -BACK HOURS, THE ROOFTOP UNITS SHALL RUN IN "FAN AUTO" MODE. CONTRACTOR SHALL COORDINATE NECESSARY CONTROL WIRING REQUIREMENTS WITH THE MANUFACTURER TO ACCOMPLISH THIS CONTROL SEQUENCE WITHOUT THE USE OF A MANUAL SWITCH ON THE SUB -BASE. 16. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL 4" HIGH BLACK OVER WHITE LAMINATE NAMEPLATE WITH 2" LETTERS VISIBLE ADJACENT TO DISCONNECT SWITCH FOR ROOFTOP UNITS AND ROOF MOUNTED FANS. 17. LINE VOLTAGE WIRING, ALL CONDUIT DISCONNECT SWITCHES AND FINAL CONNECTION BY ELECTRICAL CONTRACTOR. LOW VOLTAGE CONDUIT AND WIRING AND FINAL CONNECTION BY MECHANICAL CONTRACTOR. 18. ALL HVAC SUPPLY AND RETURN EXPOSED DUCTWORK SHALL BE INTERNALLY LINED WITH MINIMUM R -5.0, 1 -1/2" INSULATION WITH VAPOR BARRIER PER THE 2006 INTERNATIONAL MECHANICAL CODE, INSULATION SHALL HAVE MAXIMUM- RATINGS OF 25 FLAME SPREAD, 50 SMOKE DEVELOPED. REFER TO ARCHITECTURAL DRAWINGS FOR DUCT PAINT OR COLOR SPECIFICATION 19. ALL HVAC SUPPLY AND RETURN CONCEALED DUCTWORK TO BE EXTERNALLY WRAPPED WITH MINIMUM R -5.0, 2" INSULATION WITH VAPOR BARRIER PER THE 2006 INTERNATIONAL MECHANICAL CODE, INSULATION SHALL HAVE MAXIMUM RATINGS OF 25 FLAME SPREAD, 50 SMOKE DEVELOPED. 20. SUPPLY, RETURN, RESTROOM EXHAUST, AND MAKEUP AIR DUCT CONSTRUCTION SHALL BE GALVANIZED STEEL ANY REQUIRED GAUGES, SWAY BRACING AND SUSPENSION SHALL CONFORM TO SMACNA STANDARDS. SEAL ALL SEAMS AND JOINTS AIR AND WATERTIGHT. FLEXIBLE ALUMINUM DUCTWORK OR FIBERGLASS DUCTBOARD IS NOT ALLOWED (UNO). 21. PITCH ALL HORIZONTAL GREASE AND CONDENSATE DUCTWORK UNIFORMLY BACK TOWARDS THE HOOD AT 1/4" PER FOOT (NOT TO EXCEED 50' -0 "). 22. ALL GREASE EXHAUST DUCT SHALL BE WRAPPED WITH UL USTED FIRE WRAP (IF REQUIRED) SIMILAR TO "FIREMASTER" WRAP. IF FIREWRAP IS NOT ALLOWED, PROVIDE TWO-HOUR RATED ENCLOSURE AROUND HOOD EXHAUST DUCT. ALL GREASE EXHAUST FAN ROOF CURB SHALL BE VENTED PER NFPA 96. PROVIDE ACCESS TESTED ST FOR CLEANING. ANDARDS EITHER INSTALLATION SHALL BE IN COMPLIANCE WITH UL . 23. ROOF CURBS FOR EXHAUST FANS AND THE MAKEUP AIR UNIT SHALL BE FACTORY FABRICATED OF FULL WELDED STEEL CONSTRUCTION WITH WOOD NAILER, AND FURNISHED WITH THE HOOD AND FAN PACKAGE. VERIFY REQUIREMENTS FOR THE ROOF CURBS WITH THE EQUIPMENT SUPPLIER. THE GENERAL CONTRACTOR SHALL SHIM CURBS DEAD LEVEL. COORDINATE EXACT SIZE AND LOCATION OF ROOF OPENINGS WITH THE STRUCTURAL FRAMING. CUTTING OF STRUCTURAL MEMBERS IS NOT PERMITTED. 24. ROOF CURBS FOR ROOFTOP UNITS SHALL BE FACTORY FABRICATED OF FULL WELDED STEEL CONSTRUCTION WITH WOOD NAILER, AND FURNISHED WITH THE RTU PACKAGE. VERIFY REQUIREMENTS FOR THE ROOF CURBS WITH THE EQUIPMENT SUPPLIER. THE GENERAL CONTRACTOR SHALL SHIM CURBS DEAD LEVEL COORDINATE EXACT SIZE AND LOCATION OF ROOF OPENINGS WITH THE STRUCTURAL FRAMING. CUTTING OF STRUCTURAL MEMBERS IS NOT PERMITTED. 25. THE WALL MOUNTED CANOPY TYPE KITCHEN EXHAUST HOODS SHALL BE INSTALLED AT 6' -8" AFF (UNO). COORDINATE THE INSTALLATION AND PLACEMENT OF THE EXHAUST HOODS IN THE FIELD. 26. THE KITCHEN HOOD PACKAGE WILL BE PROVIDED WITH END CABINET(S) HOUSING THE FIRE SUPPRESSION TANKS, HOOD EXHAUST FAN SWITCHES, AND LIGHT SWITCHES. 27. THE GREASE EXHAUST DUCT RISERS BETWEEN THE HOOD COLLARS AND EXHAUST FANS SHALL BE OF THE SAME SIZE AS THE RESPECTIVE HOOD COLLAR SIZE, (UNO). REFER TO THE MANUFACTURER SHEETS IN THE KITCHEN EQUIPMENT DRAWING SET FOR THE HOOD COLLAR SIZES AS PROVIDED BY THE HOOD MANUFACTURER. 28. REFER TO MANUFACTURER SHEETS FOR THE HOOD CONTROL WIRING DIAGRAM FOR OPERATION OF THE KITCHEN HOOD EQUIPMENT. 29. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING THE AIR FILTERS AT THE ROOFTOP UNITS WITH 2" THICK MERV 7 THROW AWAY BALANCE AND TYPE AIR STORE FILTERS AT TURNOVER THE . COMPLETION OF CONSTRUCTION AND PRIOR TO AIR . 30. ALL RETURN GRILLE AIR QUANTITIES LISTED ARE FOR OCCUPIED HOURS. 31. THE TOTAL SYSTEM AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AGENCY CERTIFIED BY THE AABC. THIS WORK SHALL CONFORM TO AABC SPECIFICATIONS AS REFERRED TO IN THE AABC NATIONAL STANDARDS. THE AIR BALANCE AGENCY SHALL BE A DIRECT SUB CONTRACTOR TO THE GENERAL CONTRACTOR. 32. PER THE 2006 INTERNATIONAL MECHANICAL CODE WHEN REQUIRED, EACH SINGLE SYSTEM PROVIDING HEATING OR COOUNG AIR IN EXCESS OF 2000 CUBIC FEET PER MINUTE SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF. AUTOMATIC SHUTOFF SHALL BE ACCOMPLISHED BY INTERRUPTING THE POWER SOURCE OF THE AIR MOVING EQUIPMENT DEVICES WHICH WILL DETECT PRODUCTS OF COMBUSTION OTHER THAN HEAT, AND WHICH COMPLY WITH THE UBC, SHALL BE LABELED BY AN APPROVED AGENCY FOR AIR DUCT INSTALLATION AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. SUCH DEVICES SHALL BE COMPATIBLE WITH THE OPERATING VELOCITIES, PRESSURES, TEMPERATURES AND HUMIDITIES OF THE SYSTEM WHERE FIRE DETECTION OR ALARM SYSTEMS ARE PROVIDED FOR THE BUILDING, SMOKE DETECTORS SHALL BE SUPERVISED BY SUCH SYSTEMS. 33. MECHANICAL CONTRACTOR SHALL BE ON SITE AND PRESENT AT THE DATE OF STORE TURNOVER. 34. THE ROOFING CONTRACTOR SHALL BE BONDED AND APPROVED BY THE LANDLORD. ALL ROOF PENETRATIONS, FLASHING, AND COUNTER - FLASHING SHALL BE PERFORMED BY THE ROOF1NC CONTRACTOR MECHANICAL SEISMIC NOTES ALL ANCHORAGE AND /OR SEISMIC RESTRAINTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 2. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE. THE ANCHORAGE AND/ OR SEISMIC RESTRAINTS FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED IN THE 2006 INTERNATIONAL BUILDING CODE. 3. FURNISH AND INSTALL SEISMIC BRACING BASED ON APPROPRIATE SEISMIC ZONE REQUIREMENTS PER 2006 INTERNATIONAL MECHANICAL CODE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DETAILS AND DESIGN COMPLETE WITH A STRUCTURAL ENGINEER'S CERTIFICATION TO BE SUBMITTED FOR PERMITTING. 4. DUCTS SUPPORTED BY A TRAPEZE, NOT INDIVIDUALLY REQUIRE BRACING, NEED NOT BE BRACED IF CONNECTIONS TO THE DUCT OR DIRECTIONAL CHANGES DO NOT RESTRICT MOVEMENT OF THE TRAPEZE. IF THIS FLEXIBILITY IS NOT PROVIDED, BRACING IS REQUIRED WHEN THE COMBINED OPERATING WEIGHT SUPPORTED BY THE TRAPEZE IS 10 LBS /FT OR GREATER. 5. SEISMIC RESTRAINTS ARE REQUIRED FOR THE FOLLOWING INSTALLATIONS: A) ALL FLOOR OR ROOF MOUNTED EQUIPMENT WEIGHING 400 LBS. OR GREATER. B) ALL SUSPENDED OR WALL MOUNTED EQUIPMENT WEIGHING 20 LBS. OR GREATER. C) ALL VIBRATION ISOLATION EQUIPMENT WEIGHING 20 LBS. OR GREATER. D) ALL VERTICALLY MOUNTED WELDED GREASE DUCTS. E) ALL TYPE 1 KITCHEN EXHAUST HOODS. Carterm rgess OAIIII4 dam* p !1© 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 CAB JOB NUMBER. 024203.014 DATE ISSUED. 01 -2508 FOR PERMIT ISSUES. HEALTH DEPT PERMIT CONSTRUCTION REVISIONS. ACITY MECH CMNTS 02/22/08 /\CLARIFICATIONS 02/22/08 SHEET CONTENTS. SCHEDULES AND DETAILS SHEET NUMBER. EXPIRES: 04 -07 -2010 03.11.2008 CO CO ern PINE i4 E OM ifflE 0 11 CO 0 co fa Isom Zi 11,1 0 w oo kie IEEE INLINE MAID 1 7 2008 PEI -+;o GE,NTER M2.0 11/30/07 01 /25/08 03/11/08 ,_ ___ .__ ban SCALE: 3/16 " =1' -0" VII I 4or, a w i.n: riwrv.r� . ilk-' f . MA N DIM -1 DIM -1A ®R4 DIM -9 -10A 0 B L -14 L -13 DIM-9 DIM-9 ® 0 DIM -9 DIM -9 0 ® R4 ® R4 DIM -1A DIM -1A .., L -42 H3 .. L -13 F3B DIM-P R4 L -19 N4D N4D L -19 DIM -9 DIM -9 JIREINE DIM -1A DIM- 0 o L -42 H3 L-42 H3 L -42 DIM-1A .ep,�fs IOU 4LI jt H .-i. .'S9SC' • r '.. . Vte- e M 33fil3E_ F3B L -13 DIM -4B DI. -1A AIM -1A a. ��.H3 DIM-1A • R4 mg ANN DIM --3A +C DIM -3A •C IM -13A F38 L -13 DIM-3A C DIM -13 0 . DIM -3A IM-13A DIM-3A DIM -12B DIM -12B B IM -13A DIM -12B 0 DIM-3A 4.0 L -1 F1 B a DIM 8 . E ON ELECTRICAL LIGHTING PLAN M2D KA -38 M2D 'Ee. K A -38 giFfiiriaL L -13 (4) B2 4 F4 L -13 KA -38 KA -38 NINHI rt €21; £ke 11si ? .EEr4 }'b'€ 1'£ '3�r ^'? J KA -38 IM ENE lulIN111l :f 1 k E � lJ� lil KA -30 KA -38 -13 L -3 @ 0 L#30 82 L -30 ) L -30 0� B2, WO L -3D 62 2 "\ KA -38 LIGHTING GENERAL NOTES: 1. E.C. SHALL VERIFY THAT EMERGENCY LIGHTING HAS BEEN INSTALLED ALONG THE ENTIRE MEANS OF EGRESS AT INTENSITY LEVELS AS REQUIRED PER SECTION 1006.4 OF THE IBC. LIGHTING PLAN KEY NOTES: 2 #10 IN 1/2"C LIGHT FIXTURE "M2D" HAS PERFORATED METAL SHIELD PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. LIGHT FIXTURE TYPE 'L1' TO BE CIRCUITED TO CIRCUIT KA -19 AND CONTROLLED THRU CONTACTOR.REFER TO E1.1 FOR LOCATION OF RECEPTACLE. LED LIGHTS PROVIDED AND INSTALLED BY SIGN COMPANY AND CONNECTED BY ELECTRICAL CONTRACTOR. SEE ELEVATION FOR EXACT LOCATION. THE © BY THE J--BOX INDICATES THE NUMBERS OF REVEALS AND J —BOXES REQUIRED. SEE ARCHITECTURE FOR INSTALLATION DETAILS. LIGHTING LOCATED IN STEEL CANOPY. WEATHERPROOF JUNCTION BOX FOR EXTERIOR "TO —GO" SIGN. VERIFY LOCATION PRIOR TO ROUGH —IN. PROVIDE WP DISCONNECT SWITCH FOR SIGN. JUNCTION BOX FOR INTERIOR SIGNAGE. VERIFY EXACT LOCATION. JUNCTION BOX FOR DOWNLIGHTING WITHIN MURAL. VERIFY QUANTITY REQUIRED. JUNCTION BOX FOR FLUOR. LIGHTING WITHIN MURAL. VERIFY QUANTITY REQUIRED. 10 JUNCTION BOX FOR DOWNLIGHTING WITHIN REVOLVER DOOR. VERIFY QUANTITY REQUIRED. 11 JUNCTION BOX FOR FLUOR. LIGHTING WITHIN REVOLVER DOOR. VERIFY QUANTITY REQUIRED. CarterBurgeu CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 09-30 -2008 03.11.2008 co CC LIJ z w O w co 0 co CI w 0 U. F LIU LO girm- 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: CITY BUILD CMNTS 2/22/08 /8 \ISSUED FOR CONST, 3/11/08 SHEET CONTENTS: ELECTRICAL LIGHTING PLAN SHEET NUMBER: MAR 17 2008 PEFivii CENTER E1.0 11 /30/07 01 /25/08 03/11 /08 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 CO JOB NUMBER: 024203,014 DATE ISSUED: 01 ®25 -05 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: SHEET CONTENTS: ELECTRICAL POWER PLAN INLINE SHEET NUMBER: MAR 17 2008 PEl o�as i Uh.N t ER 11/30/07 01 /25/08 03/11 /08 SCALE: 3/16 " =1' -0" 6 P P C X 6 ° . PULL BE X. E.C. TO C NCH 1 LE IN OVER ATE. E,C TO P•OVIOE 13" ROU U NOUIT FOR REFR ' NES •THE ICE MACHII4E III ! II II�III i lit!' I I ' 11 LO' KABLE FAN TIME CLOG 4fttlifig. 4 1.1!,14,1; MINIM " NUM Nektf wldu a u! 1 ! I I I PII :7 111.111 1 :1 } sir I II i ?I;f1, i lil!;IIII�III II II Ii III ! i1. ;:If 1II!.1 II t 111i 1 I" I j A At r t. ;t k le iiii Itat � � . r Otri *Kg Ai P • poiSKINISTIORVP.To *21. ar 25 1 - 3537 A ' tea. .11 • '. • Mrol 0111111111Eauk crib lel 6 fal tp el KC -25 :KA -30 GFG f4. - a f .4 B� k 1�H WH -5 60/2/NF P.O.S. IME rImrz : dal Asa Pei k 514 I CEILING MOUNTED DIMMING CONTR },'1; 11 . 1.g :I 1 R'n'I •I:I� +i.fr.•. �ARTh i. PLAN VI RE OA ON S ACK ITEM # I VERIFY EXACT LOCATION • TH AtC4T'tiCT AND DION. Ili' I:ti ll rltl• ?11! .'1!.1 II 119111 I i ABE MOTORS TO BE WI IN 4RALLEL WITH ISO TED FLAYS PER TAIL g9 HEET K -6.3 i rag ELECTRICAL POWER PLAN p;a reord 1.7 "141, itIPPAIP KA -2 KA -2 J tm ITEM #1 ITEM #21 ITEM #1 ITEM 3 ITEM #37 IyiIIIIEI IiR L)' MEIREP ALL ELECTRICAL CIRCUITS BELOW COOKINq 11000S SHALL AUTOMATICALLY OE ENERGIZE LIPON ACTIVATION OF THE HOOD FIRE SUPPRESSION SYSTEM malaralai III POWER PLAN GENERAL NOTES: 1. REFER TO GENERAL AND SPECIFICATION NOTES FOR ALL REQUIREMENTS. ALL ROUGH -IN ARE TO BE INPSECTED BY K.E.C. CONTRACTOR BEFORE ANY WALL FINISHES ARE TO BE INSTALLED. 2. ELECTRICAL CONTRACTOR TO COODRINATE RECEPTACLE MOUNTING HEIGHT, CONFIGURATION OF EQUIPMENT LOCATIONS AND REQUIREMENTS OF EQUIPMENTS WITH ARCHITECTURAL MILLWORK DRAWING PRIOR TO ROUGH -IN ELECTRICAL DEVICES. 3. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE, AND LOCAL CODE ORDINANCES, ETC. 4. REFER TO SHEET E7.0 FOR ADDITIONAL ELECTRICAL POWER REQUIREMENTS. 5. ALL OUTLET COVERS TO BE ENGRAVED PER CORRESPONDING BREAKERS. ALL OUTLET COVERS TO STAINLESS STEEL. 6. ALL OUTLET COVERS TO BE STAINLESS STEEL REFER TO KITCHEN DRAWINGS FOR CORRIDINATION AND FURTHER INFORMATION. 7. ELECTRICAL CONTRACTOR SHALL VERIFY AND PROVIDE ALL CONDUIT AND WIRE FOR CONNECTION TO ALL ELECTRICAL DEVICES, PER MANUFACTURERS'S INSTALLATION INSTRUCTIONS. 8. MAKE FINAL CONNECTION TO ROPE LIGHTS. 9. FIRE ALARM SYSTEM (PULL STATION, HORN AND STROBE). ELECTRICAL CONTRACTOR SHALL ROUTE SIGNAL CABLES BACK TO BUILDING FIRE ALARM CONTROL AND INSTALLED AS REQUIRED BY LOCAL CODE. ELECTRICAL CONTRACTOR SHALL VERIFY LOCATION, REQUIREMENTS WITH FIRE MARSHALL AND OWNER PRIOR TO BID AND ROUGH -IN. 10. SENSORS FOR AC UNITS IN MAIN RETURN DUCT PLENUM, REFER TO MECHANICAL PLAN FOR EXACT LOCATION. 11. ALL OUTLETS WITHIN KITCHEN AREA AND PREP AREA SHALL BE GFI PER NEC. KEY NOTES: a PROVIDE 4/S JUNCTION BOX WITH 1/2" RIGID CONDUIT TO ABOVE CEILING SPACE FOR FIRE SUPRRESSION SYTEM. V ALARM KEY PAD. COORDINATE EXACT LOCATION AND REQUIREMENTS PRIOR TO ROUGH -IN. ® PROVIDE 3/4" CONDUIT ONLY TO ACCESSIBLE CEILING SPACE. VERIFY ALL DATA REQUIREMENTS PRIOR TO ROUGH -IN. V FOR CONNECTION TO TV MONITORS. VERIFY MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH- IN. PROVIDE 1"C. WITH WIRE AS REQUIRED FROM A/V RACK TO SATELLITE DISH. FIELD VERIFY EXACT LOCATION. ® PROVIDE 1 "C. AND WIRING AS REQUIRED FROM A/V CABINET TO TELEPHONE BACKBOARD MUSIC ON HOLD SYSTEM. ' I SINGLE GANG JUNCTION BOX 8" ABOVE AND 8" TO SIDE OF WINDOW. PROVIDE SHADE DE UNIT GROUP COORDINATE IN EXACT REQUIREMENTS W/ REQUIREMENTS. V 8 UNIT GROUP CONTROLLER FOR MOTORIZED SHADE SYSTEM. LOCATE IN ACCESSIBLE CEILING SPACE CONCEALED FROM VIEW. ® SPST ROCKER SWITCH FOR SHADE SYSTEM CONTROLLER. VERIFY LOCATION WITH OWNER. e PROVIDE 4400 SERIES KNOX VAULT. PROVIDE KEYS WITH IDENTIFICATION TAGS FOR THE KNOX VAULT. OBTAIN ORDERING FORMS THRU LOCAL CITY OF NEIGHBORHOOD SERVICES. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. 11 RECEPTACLE LOCATED ON TOP OF LOW WALL FOR OWNER PROVIDED LAMP COORDINATE EXACT LOCATION. ® EDWARDS ADAPTABLE 340 4G5 BELL AT 8' -0" A.F.F., #598 LV TRANSFORMER. PROVIDE ALL WIRING AS REQUIRED. 13 ROUTE CONDUIT UNDERGROUND TO HOST STATION. REFER TO MILLWORK DRAWINGS FOR EXACT LOCATION. S PROVIDE J -BOX FOR DOOR PUSH BUTTON AND EXTEND CONDUIT UP TO ABOVE CEILING AND OVER TO DOOR BUZZER LOCATION. FIELD COORDINATE. ® FIRE ALARM REMOTE ANNUNCIATOR PANEL. 16 E.C. TO WIRE TO J -BOX FOR DISPLAY WINDOW HEATERS AND LIGHTS. 17 DOMESTIC WATER PRESSURE BOOSTER SYSTEM. PROVIDE 20A-3P NEMA 3R N.F. DISCONNECT. COORDINATE EXACT LOCATION PRIOR TO ROUGH -IN WITH PLUMBING EQUIPMENT INSTALLER. 18 JUNCTION BOX FOR SHADE ENTRY SYSTEM. VERIFY EXACT LOCATION. Dos Dia raiurgess CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 03.11.2008 00 LLI .1 0 o) Z O Cr 0 w i- o co 0 ca egt ILI O .� LT co co 0) °g Ili 1 . 0 he Tra I- ELECTRICAL SPECIAL SYSTEMS PLAN SCALE: 3/16 "= 1'--0" I V! . PHONE BOARD & ALARM PANEL LOCA11ON. E.C. TO TERMINATE ALL CAT -5 CABLE AT PHONE BOARD. TELEPHONE TERMINAL BOARD "TTB" TELEPHONE I�I!I I !illl Iilil II — PANEL DIM 70 ...................... -: - 1 a "- WAY ___... �, ... n �. <. .� ...,.. x....... Hm..w a q. �� t a I I n�I `I. PA TIAL. PLAN SEW OE ATlONi RACK rt I ?TR(sv FACT LOCM1ON Wfl ARCHITECT AN D GNE M 1 T % E - FIRE ALARM SYSTEM REQUIREMENTS AN APPROVED MANUAL FIRE ALARM SYSTEM MONITORED BY A LISTED CENTRAL STATION, REMOTE STATION OR PROPRIETARY STA11ON SHALL BE PROVIDED, DESIGNED PER NFPA STD. 72 (2005). PRIOR TO INSTALLA11ON A LICENSED CONTRACTOR SHALL SUBMIT TO THE FIRE DEPARTMENT, ONE (1) SET OF MANUFACTURER'S CUT SHEETS AND STATE FIRE MARSHALL LISTING SHEETS FOR EACH DEVICE, THREE (3) SETS OF SHOP DRAWINGS, A COMPLETED PERMIT APPLICATION, AND APPLICABLE FEES FOR REVIEW. ELECTRICAL CONTRACTOR SHALL INSTALL CONDUIT ONLY AND OUTLET BOXES. WIRING AND DEVICES SHALL BE BY OWNERS FIRE ALARM SYSTEM CONTRACTOR. FIRE ALARM SYSTEM CONTRACTOR SHALL. SUBMIT FINAL FIRE ALARM SYSTEM SHOP DRAWINGS TO LOCAL FIRE DEPARTMENT PLAN CHECK FOR APPROVAL PRIOR TO INSTALLATION. PROVIDE DOCUMENTATION TO FIRE INSPECTOR VERIFYING SERVICE CONTRACTS OF FIRE ALARM SYSTEM. REFER TO K— SHEETS FOR ADDITIONAL LOCATION INFORMATION. ALL CONDUIT ON THIS SHEET FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. VERIFY AND FIELD COORDINATE ALL EQUIPMENT ROUGH —IN REQUIREMENTS. 4. ALL EMPTY CONDUIT TO HAVE NYLON PULLSTRINGS INSTALLED. REFER TO K— SHEETS FOR ADDITIONAL SOUND AND SECURITY SYSTEM CONDUIT REQUIREMENTS. ROUTE ALL EXPOSED CONDUIT PARALLEL AND PERPENDICULAR TO TRUSSES BETWEEN BOTTOM OF TOP CHORD AND TOP OF BOTTOM CHORD AS REQUIRED. PAINT AS DIRECTED. KEY NOTES: @ PROVIDE 1" CONDUIT TO OFFICE WITH (3) CAT. 5 CABLE. REFER TO CORRESPONDING CALL OUT ON DETAIL E4.1 -01. @ PROVIDE 6"X6" PULLBOX FOR CONNECTION TO AUDIO SYSTEM. LOCATE AT AUDIO SHELF. @ PROVIDE 3/4 "C. TO TELEPHONE BACKBOARD "TB ". @ PROVIDE 1/2 "C. FOR PAGING /MICROPHONE LOOP TO MUSIC CONTROL BOX. @ PROVIDE 2 "C. TO MAIN TELEPHONE /TELEVISION BACKBOARD "US" @ PROVIDE 1 "C. FROM MUSIC SYSTEM FOR AUDIO SYSTEM WRES. WIRE PROVIDED BY AUDIOSYSTEM CONTRACTOR. @ REFER TO DETAIL E4.1 -01. @ PROVIDE 4/S JUNCTION BOX WITH 1/2" RIGID CONDUIT TO ABOVE CEILING SPACE FOR FIRE SUPRRESSION SYTEM. @ PROVIDE 250V, 20A RECEPTACLE. 10 FOR CONNECTION TO TV MONITORS. VERIFY MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH- IN. 11 PROVIDE 3/4" CONDUIT AT ALL TV LOCATIONS, AND WIRING TO AUDIO /VIDEO CABINET. LEAVE 10' WHIP AT BOTH ENDS OF EACH CABLE. VERIFY ALL REQUIREMENTS. 92 PROVIDE 3/4" CONDUIT ONLY FOR SECURITY SYSTEM WIRES, ROUTE CONDUIT IN ACCESSIBLE CEILING SPACE FOR ROUTING TO SECURITY PANEL 13 FOR CONNECTION TO SECURITY SYSTEM KEY PAD. 14 PROVIDE 1/2" CONDUIT ONLY FOR SECURITY SYSTEM WIRES. STUB INTO ACCESSIBLE CEILING SPACE FOR ROUTING TO SECURITY PANEL. 15 PROVIDE STUB CONDUIT DOWN TO TOP OF DOOR JAMB AS DIRECTED BY SECURITY SYSTEM CONTRACTOR FOR CONNECTION TO SECURITY SENSOR CONTACTS. 16 PROVIDE W.P. JUNCTION BOX WITH 1/2" CONDUIT TO FACP FOR WATER FLOW MONITORING. 1T REMOTE TEST SWITCHES FOR ROOF TOP UNIT DUCT SMOKE DETECTORS. 18 PROVIDE CAT5 WHIP AT 6" BELOW CEILING FOR WIRELESS ROUTER. ROUTE TO THE POS HUB. 19 PROVIDE CAT5 WHIP AT 14' -6" BELOW CEILING FOR WIRELESS ROUTER. ROUTE TO THE POS HUB. Ccirter'Burgess CARTER 8 BURGESS INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 REVISIONS: 03.11,2008 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: a1 ®25 ®Os FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUC11ON SHEET CONTENTS: ELECTRICAL SPECIAL SYSTEMS PLAN SHEET NUMBER: MAR 1 7 2OO� PEh U N i EFL E1.2 11/30/07 01/25/08 03/11/08 SHEET CONTENTS: ELECTRICAL SINGLE LINE DIAGRAM SHEET NUMBER: PERiv;E CEN I EF MAR 17 ZOO@ CABINET DIMENSION: 14.5"W X 62 "H X 5.5"D C7 • 16 CIRCUIT DIMMER PANEL A COVER DIMENSION: 16"W X 64 "H SWITCHING SYSTEM RISER DIAGRAM SCALE: NTS t SECURITY FIRE PROTECTION RJ31X CONNECTOR TYPICAL DSL ALARM FILTER TYPICAL 3'--0" WIDE X 4'--0" HIGH X 3/4" THICK PLYWOOD TERMINAL BOARD. SEAL, PAINT GREY AND MOUNT TO WALL. TELEPHONE COMPANY APPROVED CONNECTOR #6 AWG SOLID CU. "THW" INSULATED GROUND EXTENDED FROM MAIN SERVICE GROUND 120 VOLT POWER FOR TELEPHONE SYSTEM. DEDICATED BRANCH CIRCUIT r. ® = 4/C — #20 AWG SHIELDED CABLE -- BELDEN #9402 Stellar •Nraa 1 Ream MEDI 0011111 I !I , , ing m= Marin STELLAR RMS 12 FITS INTO A 4 GANG RACO #698 SWITCH BOX DIMMING SYSTEM CONTROL DETAIL GENERAL NOTES: 1. INFORMATION SHOWN ON THIS DETAIL IS DIAGRAMMATIC ONLY. VERIFY EXACT PART NUMBER OF EACH COMPONENT AND ALL NECESSARY MATERIALS, AS REQUIRED FOR AN OPERABLE MARLIN CONTROLS DIMMING SYSTEM, WITH MANUFACTURER PRIOR TO BID, CONTACT tech©marlincontrols.com OR (214) 553 -5700 FOR TECHNICAL SUPPORT. 2. 120 / 208 VAC, 3— PHRASE, 4— WIRES, M.L.O. 3. RUN SEPARATE NEUTRAL PER CIRCUIT TO THE DIMMER CABINET. 4. LOW — VOLTAGE WIRING SHALL BE MINIMUM 20 AWG SHIELDED CABLE, BELDEN # 9402. 5. BREAKERS — ONE 20 AMP PRIMARY BREAKER (RATED 10,000 AIC) PER DIMMER. N CC 120V. WP DUPLEX RECEPTACLE — 2" SCHED. 40 PVC EMPTY CONDUIT WITH PULLWIRE FOR UNDERGROUND TELEPHONE SERVICE TO FACILITY. MOUNTED TO PLYWOOD BACKBOARD ABOVE TELEPHONE BOARD 120V. WP DUPLEX RECEPTACLE J J J J J CLAMP AND BUSH END. TYPICAL FOR EACH HOMERUN TERMINATION. HERCULES TIMECLOCK FITS INTO A 2 GANG RACO #696 SWITCH BOX E2.0 V n Po Q w Q w co CO CO Ill IA .- r e- < = az w2 w2 w 0 Uw U awJ 0. J L� A 0 F- O� om OW — CONDUIT WITH PULLWIRE BELOW SLAB. TYPICAL SCALE: NTS V V V E E E E s 6 N 400A MLO 0 0 i I 2 0" 1 3" _Y-- V co w ' w E T U 0 FIELD MOUNT TRANSFORMER TO TRANS. MNTG. BASE CO '-} U 0 t w 0 0 a- _N 2 0 0 Q I- z 0 I- V) = ( w /) TELEPHONE SYSTEM RISER DIAGRAM 21" -- CONDUIT WITH PULLWIRE ABOVE CEILING. TYPICAL V V V _S /� If) N N N to to t 0 T O , Q w bw 0 0 LT ( 0 Q 0w a=Q ccQ Ij I_J Ix 10 mM mM o � o � o� I-I-o¢ 3/4" EMPTY CONDUIT WITH PULLWIRE TYPICAL TELEPHONE SYSTEM RISER DIAGRAM 30" -el T XF 225 V MP 600A MLO 75.5X31 X11.5 3" PAD 31" 3/4" EMPTY CONDUIT WITH PULLWIRE TYPICAL R VA SCALE: NTS STUB SECURITY CONDUIT TO ABOVE ACCESSIBLE CEILING. TYPICAL ° w °w V 0 V) 0 V I- f/] V)� NCB _w =a 4. THERE ARE MULTIPLE DEDICATED TELEPHONE LINES AND THEY SHALL BE SEGREGATED FROM EACH OTHER AND SHALL BE SEGREGATED FROM THE STANDARD TELEPHONE LINES. 4 J 1. VERIFY, COORDINATE AND INCORPORATE THE REQUIREMENTS OF THE TELE. CO. AND ALL GOVERNING CODES IN FORCE, PRIOR TO COMMENCEMENT OF WORK. 2. FURNISH AND INSTALL A RACEWAY SYSTEM OF CABLE AND 3/4" CONDUIT AND PROPERLY SIZED JUNCTION BOXES WITH COVERPLATES FOR THE TELEPHONE SYSTEM AS SHOWN ON THE DRAWINGS AND IN THE DIAGRAM. 3. ALL CONDUIT SHALL ORIGINATE AT THE JUNCTION BOXES, BE NO SMALLER THAN 3/4" ELECTRICAL TRADE SIZE, BE CONTINUOUS AND TERMINATE AT THE SYSTEM TERMINAL BOARD NEATLY CLAMPED AND WITH BUSHED ENDS. HOMERUNS SHALL BE LIMITED TO ONE (1) TELEPHONE OUTLET IN ONE 3/4" CONDUIT. 5. FURNISH AND INSTALL A 200 LB TEST NYLON PULL LINE IN ANY EMPTY CONDUIT. TAG EACH END OF PULL LINE AS TO SERVICE AND THE LOCATION OF THE OPPOSITE TERMINUS OF THE CONDUIT. 6. ALL CONDUITS SHALL CONTAIN ONE (1) HIGH QUALITY 4 PAIR CAT III PLENUM CABLE TELEPHONE LINES PULLED WITH PROPER INSTALLED JACKS. LINES MUST BE LABELED IN MECH /ELEC. ROOM. F 125A/3P CIRCUIT BREAKER FOR REFRIGERATION RACK. K 800A MOB 32" CEILING FLOOR 1 3 -1 --13" INTEGRATED SWITCHGEAR ELEVATION s E E 6 KC 100A MLO POS 100A MLO f E E KB 100P MLO KA 100A MLO NEW FEEDER 2 SETS OF 3 "C., EACH WITH 4#350KCMIL, 125/3 11 - 4 — #1, 1 —#6G, 1-1 1/2"C REMOTE REFRIGERATION ITEM 1 TAP #2 4 — #1, 1 —#6G, 1-1 1/2"C 40" 1 I� 400AF 225AT J Co PACE OR NTACTO L 100A MLO F EXTEND EXISTING FEEDER 2 SETS OF 3 "C., EACH WITH 4#350KCMIL, #1G. s MAIN SWITCHBOARD 'MP' 84" 125" RELOCATE EXISTING 600A /600A /3P MAIN DISCONNECT FROM THE OFFICE TO THE ELECTRICAL ROOM 600AMP MLO 277/480V 30 4WIRE 42,000AIC FULLY RATED 3 — #4/0, 1 — #4 GND 2 "C. TRANSFORMER TX AA 225 KVA FA 225 KVA #2/0 -- 408V/120/208V TAP #1 2 SETS OF 4-- #250KCMIL, 1 — #2 GND 2 -1 /2 "C. I K- 21,23,25 PANEL "DIM" . 100AF 100AT 4 — #1, 1 — #8G 1 1/2"C 100A 120/208 10,000 AIC FULLY RATED 2 I� 100AF 100AT SPARE K- 2,28,30 PANEL "POS" -1 100AF 100AT 4 — # 1 , 1 — #8G, 1 —#8G, 2 "C 100A 120/208 10,000 AIC FULLY RATED SCALE: NTS 3 BOOSTER HEATER DISTRIBUTION PANEL 'K' 600AMP MCB 120/208V 30 4WIRE 10,000AIC FULLY RATED K- 31,33,35 EXISTING FEEDER 2 SETS OF 3 "C., EACH WITH 4#350KCMIL, #1G. 100AF 100AT 4 — #1, 1 — #8G 1 1/2"C 100A 120/208 10,000 AIC FULLY RATED SINGLE LINE 480V 4 INTEGRATED SWITCHGEAR DETAIL PANEL "L" 100A 277/480 42,000 AIC SERIES RATED K- 37,39,41 PANEL "KB" 100AF 100AT 4 — #1, 1--#8G 1 1/2"C - 100AF 100AT 4 — #1, 1 —#8G 1 1 /2 "C 100A 120/208 10,000 AIC FULLY RATED SCALE: 1/2"=1'-0" 5 PANEL HOOD CONTROLLER PANEL "KC" Obg.0*,3 1 ") 4A)12 LE 400AT 400A 277/480 42,000 AIC FULLY RATED 1 ' 100AF 100AT 100A 120/208 10,000 AIC FULLY RATED 4— #600KCMIL, 1 — #3 KCMIL GND 4 "C. K- 38,40,42 4 — #1, 1-- #8G 1 1/2"C J 6 I � 100AF 100AT SPARE #1/0 G. SEE GROUNDING DETAIL 2/E4.0 Carter4urgess CARTER 1 BURGESS. INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 09 -30 -2008 03.11.2008 CO CO 4 :C CD 0 C7C 0 LIJ w CO c. C:1 act W IL Co Co C " r � 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 INLINE C&B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION 11/30/07 01/25/08 03/11/08 REVISIONS: CITY ELEC CMNTS 2/22/08 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: INLINE SHEET NUMBER: f5 " MAR 'I 7 2008 11 /30107 01 /25/08 03/11 /08 SERVICE VOLTAGE 277/ 480 UTILITY FAULT CURRENT 1 AMPHERES Ica = TRANS. FLA x 100 TRANSFORMER Z Isca = AMPERE SHORT-CIRCUIT CURRENT RMS SYMMETRICAL. POINT TO POINT METHOD FAULT CURRENT FROM MULTIPLIER BI's Restaurant AVAILABLE FAULT CURRENT CALCULATION - 480V kVA x 1000 E L -L X 1.732 F'FACTOR= 1.732xLxI N xCxEL -L M = 1 1 + f POWER COMPANY TRANSFORMER TO MAIN PANEL 'MP' Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE _ LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Ina NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L KVA = E = 831.36 TRANS. FLA = 361 Isca lace 300 36085 I 25 I 40 14,434 2 360 M = 0.956 9G = 14,434 AMPERES = 22,737 = 480 VOLT = 0.046 = 13,802 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F FACTOR = 1.732 x Lx1 MULTIPLIER N xCxEL -L M = 1 1 +f MAIN PANEL 'MP' TO PANEL LENGTH (DISTANCE) AVAILABLE SHORT CIRCUIT NO. CONDUCTORS PER PHASE PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT VOLT - LINE TO UNEL Inca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE Isca L Isca N = C L F 13,802 3/0 = 22.965 = 480 VOLT = 0.013 M = 0.987 = 13,625 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I N xCxEL -L MULTIPLIER M = 1 1+f MAIN PANEL 'MP' TO PANEL 'L' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Iaca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F lace x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE lace 6 1 13,802 = 7.293 480 VOLT • 0.041 M = 0.961 = 13,259 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F ' FACTOR = 1.732 x Lx1 N xCxEL -L MULTIPLIER M = 1 1 + f PANEL MP TO TRANSFORMER TK LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Isca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO UBEL - L F Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -UNE = lace M I 12 I = 13.502 2 4/0 ▪ 15,082 = 480 VOLT = 0.020 0.981 = 13,534 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F ' FACTOR a !e.o.m. PRIMARY X V PRIMARY X 1.732 (SZ) 100000 X KVA TRANSFORMER MULTIPLIER l e.c.a. = M = 1 SECONDARY VOLTAGE TRANSFORMER TX TO PANEL K 1 +f la.c.a. PRIMARY X V PRIMARY X M Is.c.a. PRIMARY PRIMARY VOLTS UNE TO LINE SECONDARY VOLTS UNE TO LINE TRANSFORMER KVA IMPEDANCE lace lace V PRI V SEC KVA F M 13,534 480 208 225 5.8 2.900 0.258 = 8,007 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I N xCxEL -L MULTIPLIER M = 1 1 +f PANEL 'K' TO PANEL 'KA' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lace NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - UNE TO UBE. - L F lace x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -LINE = 4 = 8,007 CO 1 ▪ 7,293 • 208 VOLT ▪ 0.037 M = 0.965 lacy = 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732 x L x 1 MULTIPLIER N xCxEL -L M = 1 1 +f PANEL 'K' TO PANEL 'KB' LENGTH (DISTANCE) AVAILABLE SHORT CIRCUIT NO. CONDUCTORS PER PHASE PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT VOLT - LINE TO LIBEL Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -UNE = Iaca L Iaca N C L F 4 = 8.007 = 7,293 = 208 VOLT • 0.037 M = 0.965 = 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732xLxI MULTIPLIER N xCxEL -L M - 1 1 +f PANEL 'K' TO PANEL 'KC' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Isca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -UNE = = 8,007 6 ▪ 7,293 = 208 VOLT = 0.055 M - 0.948 lace = 7,591 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732xLx1 N xCxEL -L PANEL 'K' TO PANEL 'POS' MULTIPLIER M = 1 1 +f Isca x M = FAULT CURRENT AT TERMINALS OF THE LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lace NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F PANEL LINE -LINE _ lace 4 8,007 = 7,293 = 208 VOLT = 0.037 M = 0.965 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I MULTIPLIER N xCxEL -L M 1 1 +f PANEL 'K' TO PANEL 'DIM' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lac° NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - UNE TO LIBEL - L F Iaca x M a FAULT CURRENT AT TERMINALS OF THE PANEL UNE -LINE _ = 16 8.007 1 1 = 7,293 ▪ 208 VOLT ▪ 0.146 M = 0.872 Isca a 6,986 AMPERES Caiter Burges ■ CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 09 -30 -2008 03.11.2008 CC .1 CCI LIJ co 0) z 0 c am ® w F CO 0 co w E k 11.1 n I ELECTRICAL SYMBOLS KITCHEN E T SCHEDULE SCHEDULE DESCRIPTION - ITEM NO. DESCRIPTION QUANTITY VOLTAGE AMPS A CIRCUIT COMMENTS 1 REMOTE REFRIGERATION RACK 1 208/3 85.0 REFER TO ELEC RISER DIAGRAM SEE K7.1 AND K7.2 FOR INTERCONNECTION OF SYSTEMS. 3 HOT WATER HEATER WH-1 AND WH -2 2 120/1 5.0 K-1 COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. 4 AIR CURTAIN (FUTURE) 2 120/1 5.1 K -3 WIRE THRU DOOR ACTIVATED MICRO SWITCH. VERIFY INSTALLATION WITH OWNER REPRESENTATIVE. 5 BUG ZAPPER 1 120/1 1.0 K -5 NONE 7 BULK CO2 /NITROGEN TANK 1 120/1 15.0 K -7 T8 1 8 BAG IN BOX 1 120/1 8.0 K-9 TLR38BL 10 WALK -IN COOLER 1 120/1 5.0 K -11 SEE K7.2 FOR INTERCONNECTION OF SYSTEMS. INSTALL EYS CONDUIT SEALS WITHIN 12" OF COLD BOX PENETRATIONS. 13 WALK -IN FREEZER 1 120/1 5.0 K -13, K-32 SEE K7.2 FOR INTERCONNECTION OF SYSTEMS. INSTALL EYS CONDUIT SEALS WITHIN 12" OF COLD BOX PENETRATIONS. CONNECT DOOR HEATER AS REQUIRED, CIRCUIT K -32. 32 WATER FILTRATION SYSTEM 1 120/1 8.0 K -15 COORDINATE WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLTION. 33 WATER SOFTNER 1 120/1 8.0 K -17 C 37 ICE MAKER 2 208/1 13.5 K -2/4, K -22/24 SEE MEP1.0 FOR ROOF TOP REQUIREMENTS, PROVIDE MOTOR SWITCH FOR DISCONNECTING. 38 LINK SAFE 1 120/1 10.0 POS -7 AIRCRAFT CABLE TEE SUPPORT 40 FAX /PHONE /COPIER 1 120/1 2.0 POS -9 VERIFY REQUIREMENTS WITH OWNER. 41 COMPUTER TOWER 1 120/1 2.0 POS -9 NONE 49 POS PANEL --- - - - REFER TO SCHEDULE 58 SS CONDENSATE HOOD 1 120/1 1.7 K -19 EZXTE- U- 2- R- -W--EM 60 DISHWASHER WITH SIDE LOAD 1 480/3 23.9 M- 14/16/18 PROVIDE AND INSTALL REQUIRED SIZED NON FUSED NEMA 3R DISCONNECT SWITCH. 61 BOOSTER HEATER 1 480/3 45 KW MP -3 PROVIDE AND INSTALL REQUIRED SIZED NON FUSED NEMA 3R DISCONNECT SWITCH. 82 FOOD PROCESSOR 1 120/1 3.5 KC -19 LED 86 SUCER 1 120/1 5.0 KC -15 H3E 90 EXHAUST HOOD MAIN 1 120/1 1.7 KC -1 CHANDELIER 94 DOUBLE DECK CONVECTION OVEN 1 120/1 (2)9.0 KC -17 GOLD LINE 56" CEILING FAN BLACK WITH 6" DOWNROD 97 20 QUART ELECTRIC KETTLE 2 208/3 17.5 KC- 10/12/14, KC- 16/18/20 ENVIROFAN 100 EXHAUST HOOD PIZZA OVEN 1 120/1 1.7 KC -1 NONE 104 CONVEYOR PIZZA OVEN DOUBLE 1 208/1 15.0 KC -2/4 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 111 CONV RECEPTACLE 5 120/1 15.0 KC-5; KC -3 CHANDELIER 118 EXHAUST HOOD MAIN COOKLINE 1 120/1 6.7 KC -1 CENTURY CHANDEUER TO BE SELECTED 121 PASTA RETHERMALIZER 1 208/1 29.0 KC -6/8 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 130 REMOTE REFRIGERATED EQUIP BASE 1 120/1 2.0 KC -13 SEE K7.2 FOR INTERCONNECTION OF SYSTEMS. 4" CONDUIT BETWEEN. 133 FRYERS WITH QUICK DISCONNECTS 3 120/1 1.7 KC -9 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 136 REACH -IN FREEZER 1 120/1 9.0 KC -27 6700S 139 REACH -IN REFRIGERATOR 1 120/1 8.0 KC -21 1 HOLE CANOPY SILVER 144 REFRIGERATED COLD TABLE 1 120/1 13.0 KB -10 STONCO 145 FOOD WARMER 2 120/1 13.8 KB -12; KC-11 (2) 90W- 9OPAR /H /FL25 146 CONTACT TOASTER 1 208/1 13.8 KB -6/8 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 148 REACH -IN REFRIGERATOR 1 120/1 7.5 KB -15 2B 154 REFRIGERATED BASE 1 120/1 12.74 KB -17 SEE K7.2 FOR INTERCONNECTION OF SYSTEMS. 155 REFRIGERATED BASE 1 120/1 20.3 KB -14 SEE K7.2 FOR INTERCONNECTION OF SYSTEMS. 157.1 SINGLE FOOD WARMER 2 208/1 2 KB -2/4 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 157.2 FOUR COMPARTMENT HOT FOOD WELL 1 208/1 23.8 KB -19/21 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 159.1 HEAT LAMP 1 208/1 13.0 KB-1/3 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 159.1 HEAT LAMP 1 208/1 16.6 KB-11/13 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 159.1 HEAT LAMP 1 208/1 15.0 KB -16/18 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 162 REMOTE PRINTER WITH SCREENS 10 120/1 3.0 POS -1, POS-2 164 MICROWAVE 5 120/1 16.0 KB- 5,7,9,20,22,24 165 CLOCK 1 120/1 3.0 KB -23 171 SODA DISPENSER 3 120/1 8.0 KA -18,22 PROVIDE JUNCTION BOX AT EACH END OF SODA LINES. 175 COFFEE BREWER 2 208/1 16.3 KA -24,26 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 177 ICE TEA BREWER 2 120/1 15.5 KA -40 179 JUICE DISPENSER 1 120/1 4.0 K -27 181 WORK TOP REFRIGERATOR 1 120/1 4.0 KA -16 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 182 ICE CREAM MAKER 1 120/1 5.7 KA -14 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 187 SOUP WARMER 2 120/1 6.9 KA -6; KA -36 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 188 MOBILE FOOD WARMER 1 208/1 3.3 KA -10/12 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 191 SALAD TABLE 1 120/1 4.6 KA -4 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 193 REACH -IN REFRIGERATOR 1 120/1 8.0 KA -34 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 199 MOBLE FOOD WARMER 2 120/1 10.0 KA -21/23 200 POS TERMINAL 18 120/1 10.0 POS- 3,5,6,8,10,12,14,16,18, POS-- 18,20,22,24,26,3Q,32,34,36 208 AUDIO 2 120/1 15.0 POS -11,13 210 BEER TANK COOLER 1 120/1 12.0 K -6 ALL RECEPTACLES INSTALLED SHALL BE GFCI WITH WATER TIGHT COVER. 210 BEER TANK COOLER 1 120/1 10.0 K -8 SEE K7.2 FOR INTERCONNECTION OF SYSTEMS. INSTALL EYS CONDUIT SEALS WITHIN 12" OF COLD BOX PENETRATIONS. 213 TRANSFER PAN 1 208/3 4.6 K- 10/12/14 214 DRAFT BEER SYSTEM 4 120/1 5.0 K -16 214 DRAFT BEER SYSTEM 1 208/1 9.5 K -18/20 PLUG AND RECEPTACLE TO MATCH REQUIREMENT FOR CONNECTION OF EQUIPMENT 215 CO2 MONITOR 1 120/1 9.5 P05 -15 227 FAX 1 120/1 5.0 P05 -17 242 3 DOOR REFRIGERATION 2 120/1 7.6 KA -11; KA -17 243 MUG CHILLER 2 120/1 8.2 KA-13; KA -15 249 MILLWORK 1 120/1 20.0 KA -1; KA -9 255 BLENDER 4 120/1 2.0 K -34 256 BLENDER STATION 2 120/1 10.0 KA -3; KA -7 258 GLASS WASHER 1 120/1 7.5 KA -5 271 MURAL LIGHT BOX 3 120/1 15.0 DIM- 10B,11A,11B 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: INLINE SHEET NUMBER: f5 " MAR 'I 7 2008 11 /30107 01 /25/08 03/11 /08 SERVICE VOLTAGE 277/ 480 UTILITY FAULT CURRENT 1 AMPHERES Ica = TRANS. FLA x 100 TRANSFORMER Z Isca = AMPERE SHORT-CIRCUIT CURRENT RMS SYMMETRICAL. POINT TO POINT METHOD FAULT CURRENT FROM MULTIPLIER BI's Restaurant AVAILABLE FAULT CURRENT CALCULATION - 480V kVA x 1000 E L -L X 1.732 F'FACTOR= 1.732xLxI N xCxEL -L M = 1 1 + f POWER COMPANY TRANSFORMER TO MAIN PANEL 'MP' Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE _ LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Ina NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L KVA = E = 831.36 TRANS. FLA = 361 Isca lace 300 36085 I 25 I 40 14,434 2 360 M = 0.956 9G = 14,434 AMPERES = 22,737 = 480 VOLT = 0.046 = 13,802 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F FACTOR = 1.732 x Lx1 MULTIPLIER N xCxEL -L M = 1 1 +f MAIN PANEL 'MP' TO PANEL LENGTH (DISTANCE) AVAILABLE SHORT CIRCUIT NO. CONDUCTORS PER PHASE PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT VOLT - LINE TO UNEL Inca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE Isca L Isca N = C L F 13,802 3/0 = 22.965 = 480 VOLT = 0.013 M = 0.987 = 13,625 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I N xCxEL -L MULTIPLIER M = 1 1+f MAIN PANEL 'MP' TO PANEL 'L' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Iaca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F lace x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE lace 6 1 13,802 = 7.293 480 VOLT • 0.041 M = 0.961 = 13,259 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F ' FACTOR = 1.732 x Lx1 N xCxEL -L MULTIPLIER M = 1 1 + f PANEL MP TO TRANSFORMER TK LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Isca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO UBEL - L F Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -UNE = lace M I 12 I = 13.502 2 4/0 ▪ 15,082 = 480 VOLT = 0.020 0.981 = 13,534 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F ' FACTOR a !e.o.m. PRIMARY X V PRIMARY X 1.732 (SZ) 100000 X KVA TRANSFORMER MULTIPLIER l e.c.a. = M = 1 SECONDARY VOLTAGE TRANSFORMER TX TO PANEL K 1 +f la.c.a. PRIMARY X V PRIMARY X M Is.c.a. PRIMARY PRIMARY VOLTS UNE TO LINE SECONDARY VOLTS UNE TO LINE TRANSFORMER KVA IMPEDANCE lace lace V PRI V SEC KVA F M 13,534 480 208 225 5.8 2.900 0.258 = 8,007 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I N xCxEL -L MULTIPLIER M = 1 1 +f PANEL 'K' TO PANEL 'KA' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lace NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - UNE TO UBE. - L F lace x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -LINE = 4 = 8,007 CO 1 ▪ 7,293 • 208 VOLT ▪ 0.037 M = 0.965 lacy = 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732 x L x 1 MULTIPLIER N xCxEL -L M = 1 1 +f PANEL 'K' TO PANEL 'KB' LENGTH (DISTANCE) AVAILABLE SHORT CIRCUIT NO. CONDUCTORS PER PHASE PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT VOLT - LINE TO LIBEL Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -UNE = Iaca L Iaca N C L F 4 = 8.007 = 7,293 = 208 VOLT • 0.037 M = 0.965 = 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732xLxI MULTIPLIER N xCxEL -L M - 1 1 +f PANEL 'K' TO PANEL 'KC' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Isca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -UNE = = 8,007 6 ▪ 7,293 = 208 VOLT = 0.055 M - 0.948 lace = 7,591 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732xLx1 N xCxEL -L PANEL 'K' TO PANEL 'POS' MULTIPLIER M = 1 1 +f Isca x M = FAULT CURRENT AT TERMINALS OF THE LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lace NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F PANEL LINE -LINE _ lace 4 8,007 = 7,293 = 208 VOLT = 0.037 M = 0.965 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I MULTIPLIER N xCxEL -L M 1 1 +f PANEL 'K' TO PANEL 'DIM' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lac° NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - UNE TO LIBEL - L F Iaca x M a FAULT CURRENT AT TERMINALS OF THE PANEL UNE -LINE _ = 16 8.007 1 1 = 7,293 ▪ 208 VOLT ▪ 0.146 M = 0.872 Isca a 6,986 AMPERES Caiter Burges ■ CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 09 -30 -2008 03.11.2008 CC .1 CCI LIJ co 0) z 0 c am ® w F CO 0 co w E k 11.1 n I ELECTRICAL SYMBOLS LIGHTING ' SCHEDULE DESCRIPTION - DETAIL TYPE MANUFACTURER MODEL NUMBER LAMP DESCRIPTION A JUNO > .296BL (1) 50W- Q37MR16 /HIR /CG25 LV TRACK MOUNT GIMBAL RING BLACK T2 JUNO TLR2BL NONE LV 2 FOOT BLACK TRACK T2 -LE JUNO TLR32BL NONE LV LIVE END FEED T2-CONN1 JUNO TLR23BL NONE LV STRAIGHT CONNECTOR T4 I JUNO TLR4BL NONE LV 4 FOOT BLACK TRACK T4 -LE JUNO TLR34BL NONE LV LIVE END FEED T4 -CONN JUNO TLR23BL NONE LV STRAIGHT CONNECTOR T8 1 JUNO TLR8BL NONE LV 8 FOOT BLACK TRACK T8 -LE JUNO TLR38BL NONE LV LIVE END FEED T8 -CONN JUNO TLR23BL NONE LV STRAIGHT CONNECTOR B JUNO TC44 (1) 50W- Q37MR16 /HIR /CG25 LV MR16 DOWNLIGHT HOUSING B JUNO 440SC NONE LV DOWNLIGHT GIMBLE STYLE TRIM RING B2 JUNO M6- 70E -8600C (1) 70W- CMH70 /U /830 /MED 6 MH DOWNUGHT B3 GOTHAM CF11- 1- 13DTT- 1O--AR -120 (1) 13W DTT LIGHT BRONZE C LUMMETA PENDANT (1) 40W 40A/34WM -120IF F.B.O. D ALFA TC63 (1) Q37MR16 /HIR /CG25 TC63 - CHROME TD ALFA 997- SILVER NONE AIRCRAFT CABLE TEE SUPPORT TD ALFA 999 NONE POWER TAP TD ALFA 99550 NONE CABLE (400 FT REEL) TD ALFA 99200 NONE TURNBUCKLE TD ALFA 99216NKL NONE NON - CONDUCTIVE JOINER TD1 JUNO TF5600BL /TF5300BL NONE 600/300W 12V REMOTE TRANSFORMER F1W BEST EZXTE- U- 2- R- -W--EM LED EMERGENCY EXIT, 1 -FACE, RED LETTER, WHITE FACE F1B BEST EZXTE-U-2-R-B-EM LED EMERGENCY EXIT, 1 -FACE, RED LETTER, BLACK FACE F2B BEST CXTE- U- 2- R -B--RC LED EMERGENCY EXIT & BUG EYE, 1 -FACE, RED LETTER, BLACK FACE F3B BEST R5HOBLK9 LED EMERGENCY BUG EYE -BLACK F4 BEST RH1 WP-- 6V9 -BLK LED WEATHERPROOF EMERGENCY REMOTE UGHTING BLACK 6V H3 /H3E METALUX 2GR8- 332 -A- UNV -EB81 (3) F32T8 /SP35 /ECO 2X4 3 -LAMP GRID TROFFER H3E SURELITES FBP- 2 -40 -H NONE 1100 LUMEN FIELD INSTALLED BATTERY PACK FOR H3E J2 OWNER FURNISHED CHANDELIER (6) 15CP.0 /F /CD2 F.B.O. (CORNER BOOTH PENDANT) LAMPS ONLY (6) K ENVIROFAN 160F7 NONE GOLD LINE 56" CEILING FAN BLACK WITH 6" DOWNROD K ENVIROFAN PG60E NONE 60" PROTECTO -GUARD BLACK K ENVIROFAN 36DR NONE 36" DOWNROD BLACK K ENVIROFAN DVFEQ -F -BL NONE FAN CONTROL L2 /L2E METALUX WE- 232 -A- UNV -EB81 (2) F32T8 /SP35 /ECO 1X4 2 -LAMP SURFACE WRAP L2E SURELITES FBP- 2 -40 -H NONE 1100 LUMEN FIELD INSTALLED BATTERY PACK FOR L2E LO2 MODA CHANDELIER (4) 60W-60/MED/REV MODA CHANDEUER WOOD GRAIN L03 OWNER FURNISHED CHANDELIER (6) 60W -60 /MED /REV CENTURY CHANDEUER TO BE SELECTED L04 MODA FIXTURE (4) 75W -75 /MED /RV MAIN BAR FIXTURE LO8 MODA WALL SCONCE (1) 60W -60T10 /MED /REV WITH 4- HALF - CYLINDER GLASS L09 EUROFASE WALL SCONCE (1) 100W- 100T3QT2 GLASS WALL SCONCE - ORANGE AND CLEAR M2D STONCO 3300 (1) 90W- 9OPAR /H /FL25 LAMPHOLDER ZINC (EXT NIPPLE BY EC) M2D STONCO 2B NONE 2 HOLE CANOPY SILVER N1 STONCO 6700S (2) 90W- 90PAR /H /FL25 LAMPHOLDER ZINC N1 STONCO 2 NONE 1 HOLE CANOPY SILVER N2 STONCO (2)3800- 3850EP (2) 90W- 90PAR /H /FL25 LAMPHOLDER ZINC N2 STONCO 2B NONE 2 HOLE CANOPY SILVER N4 STONCO 3300 -48A (2) 90W- 9OPAR /H /FL25 LAMPHOLDER ZINC N4 . STONCO 2 NONE 1 HOLE CANOPY SILVER N4D STONCO 3300 -48A (2) 90W-- 90PAR /H /FL25 LAMPHOLDER ZINC N4D STONCO 2B 2 HOLE CANOPY SILVER U COLE T159 (3) 3W LED STEP LIGHTS FOR STAIRS IN BAR AREA L1 OWNER FURNISHED WALL LIGHT (1) 60W A LAMP WALL LIGHT FURNISHED BY OWNER 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: INLINE SHEET NUMBER: f5 " MAR 'I 7 2008 11 /30107 01 /25/08 03/11 /08 SERVICE VOLTAGE 277/ 480 UTILITY FAULT CURRENT 1 AMPHERES Ica = TRANS. FLA x 100 TRANSFORMER Z Isca = AMPERE SHORT-CIRCUIT CURRENT RMS SYMMETRICAL. POINT TO POINT METHOD FAULT CURRENT FROM MULTIPLIER BI's Restaurant AVAILABLE FAULT CURRENT CALCULATION - 480V kVA x 1000 E L -L X 1.732 F'FACTOR= 1.732xLxI N xCxEL -L M = 1 1 + f POWER COMPANY TRANSFORMER TO MAIN PANEL 'MP' Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE _ LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Ina NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L KVA = E = 831.36 TRANS. FLA = 361 Isca lace 300 36085 I 25 I 40 14,434 2 360 M = 0.956 9G = 14,434 AMPERES = 22,737 = 480 VOLT = 0.046 = 13,802 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F FACTOR = 1.732 x Lx1 MULTIPLIER N xCxEL -L M = 1 1 +f MAIN PANEL 'MP' TO PANEL LENGTH (DISTANCE) AVAILABLE SHORT CIRCUIT NO. CONDUCTORS PER PHASE PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT VOLT - LINE TO UNEL Inca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE Isca L Isca N = C L F 13,802 3/0 = 22.965 = 480 VOLT = 0.013 M = 0.987 = 13,625 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I N xCxEL -L MULTIPLIER M = 1 1+f MAIN PANEL 'MP' TO PANEL 'L' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Iaca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F lace x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE lace 6 1 13,802 = 7.293 480 VOLT • 0.041 M = 0.961 = 13,259 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F ' FACTOR = 1.732 x Lx1 N xCxEL -L MULTIPLIER M = 1 1 + f PANEL MP TO TRANSFORMER TK LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Isca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO UBEL - L F Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -UNE = lace M I 12 I = 13.502 2 4/0 ▪ 15,082 = 480 VOLT = 0.020 0.981 = 13,534 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F ' FACTOR a !e.o.m. PRIMARY X V PRIMARY X 1.732 (SZ) 100000 X KVA TRANSFORMER MULTIPLIER l e.c.a. = M = 1 SECONDARY VOLTAGE TRANSFORMER TX TO PANEL K 1 +f la.c.a. PRIMARY X V PRIMARY X M Is.c.a. PRIMARY PRIMARY VOLTS UNE TO LINE SECONDARY VOLTS UNE TO LINE TRANSFORMER KVA IMPEDANCE lace lace V PRI V SEC KVA F M 13,534 480 208 225 5.8 2.900 0.258 = 8,007 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I N xCxEL -L MULTIPLIER M = 1 1 +f PANEL 'K' TO PANEL 'KA' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lace NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - UNE TO UBE. - L F lace x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -LINE = 4 = 8,007 CO 1 ▪ 7,293 • 208 VOLT ▪ 0.037 M = 0.965 lacy = 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732 x L x 1 MULTIPLIER N xCxEL -L M = 1 1 +f PANEL 'K' TO PANEL 'KB' LENGTH (DISTANCE) AVAILABLE SHORT CIRCUIT NO. CONDUCTORS PER PHASE PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT VOLT - LINE TO LIBEL Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -UNE = Iaca L Iaca N C L F 4 = 8.007 = 7,293 = 208 VOLT • 0.037 M = 0.965 = 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732xLxI MULTIPLIER N xCxEL -L M - 1 1 +f PANEL 'K' TO PANEL 'KC' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Isca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -UNE = = 8,007 6 ▪ 7,293 = 208 VOLT = 0.055 M - 0.948 lace = 7,591 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732xLx1 N xCxEL -L PANEL 'K' TO PANEL 'POS' MULTIPLIER M = 1 1 +f Isca x M = FAULT CURRENT AT TERMINALS OF THE LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lace NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F PANEL LINE -LINE _ lace 4 8,007 = 7,293 = 208 VOLT = 0.037 M = 0.965 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I MULTIPLIER N xCxEL -L M 1 1 +f PANEL 'K' TO PANEL 'DIM' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lac° NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - UNE TO LIBEL - L F Iaca x M a FAULT CURRENT AT TERMINALS OF THE PANEL UNE -LINE _ = 16 8.007 1 1 = 7,293 ▪ 208 VOLT ▪ 0.146 M = 0.872 Isca a 6,986 AMPERES Caiter Burges ■ CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 09 -30 -2008 03.11.2008 CC .1 CCI LIJ co 0) z 0 c am ® w F CO 0 co w E k 11.1 n I ELECTRICAL SYMBOLS DETAIL DESCRIPTION - DETAIL DESCRIPTION ® FLUORESCENT FIXTURE CP DISCONNECT SWITCH FIXTURE ON NIGHT LIGHT OR EMERG. CIRCUIT QP -I PAGER OUTLET 0 WALL MOUNTED EXIT LIGHT (SOLID INDICATES FACE) QS -I SECURITY JUNCTION BOX 0 CEILING MOUNTED EXIT LIGHT (SOLID INDICATES FACE) al TELEVISION JACK O-1 WALL MOUNTED INCANDESCENT FIXTURE PANELBOARD 0 CEILING MOUNTED INCANDESCENT FIXTURE 0 TRANSFORMER EMERGENCY BATTERY PACK LT LOW VOLTAGE DOORBELL TRANSFORMER 0-1 WALL MOUNTED JUNCTION BOX - - --° - - - SWITCHED CIRCUITRY BURIED OR IN SLAB 0 CEILING MOUNTED JUNCTION BOX CIRCUITRY IN WALL OR CEILING WALL MOUNTED DUPLEX RECEPTACLE - - HOMERUN BACK TO PANEL ® FLOOR MOUNTED DUPLEX RECEPTACLE -. POINT OF CONNECTION el WALL MOUNTED SINGLE RECEPTACLE IG ISOLATED GROUND e FLOOR MOUNTED SINGLE RECEPTACLE WP WEATHERPROOF ®-I SPECIAL RECEPTACLE GFI GROUND FAULT CIRCUIT INTERRUPTER 0 SPECIAL RECEPTACLE MCT MOTOR CONTROL TERMINAL WALL MOUNTED QUADRUPLEX RECEPTACLE PM PRIOR TO ROUGH -IN FLOOR MOUNTED QUADRUPLEX RECEPTACLE IFS INTEGRATED FACILITY STRUCTURE (SWI rCHGEAR) 1 9 ABOVE COUNTER RECEPTACLE IPC INTEGRATED POWER CENTER (SWITCHGEAR) $ SINGLE POLE SWITCH FFACPI FIRE ALARM CONTROL PANEL $ P PILOT LIGHT SWITCH IFAAPI FIRE ALARM ANNUNCIATOR PANEL $ T SINGLE THROW THERMAL SWITCH 0 FIRE ALARM PULL STATION $ M MOTOR RATED SWITCH ► FIRE ALARM HORN /STROBE DEVICE \El BUZZER )D: FIRE ALARM STROBE DEVICE CD BELL c FIRE ALARM SMOKE DETECTOR • PUSHBUTTON (MOMENTARY) Q FIRE ALARM HEAT DETECTOR 0 MOTOR FIRE ALARM DUCT SMOKE DETECTOR TELEPHONE BACKBOARD RT REMOTE TEST SWITCH V TELEPHONE OUTLET Ts TAMPER SWITCH ® FLOOR MOUNTED TELEPHONE OUTLET El FLOW SWITCH V POS CONNECTION 0 FLOOR MOUNTED POS CONNECTION V COMBINATION DATA AND PHONE JACK 'J FLOOR MOUNTED COMBINATION DATA AND PHONE JACK NOTE: NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS. 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: INLINE SHEET NUMBER: f5 " MAR 'I 7 2008 11 /30107 01 /25/08 03/11 /08 SERVICE VOLTAGE 277/ 480 UTILITY FAULT CURRENT 1 AMPHERES Ica = TRANS. FLA x 100 TRANSFORMER Z Isca = AMPERE SHORT-CIRCUIT CURRENT RMS SYMMETRICAL. POINT TO POINT METHOD FAULT CURRENT FROM MULTIPLIER BI's Restaurant AVAILABLE FAULT CURRENT CALCULATION - 480V kVA x 1000 E L -L X 1.732 F'FACTOR= 1.732xLxI N xCxEL -L M = 1 1 + f POWER COMPANY TRANSFORMER TO MAIN PANEL 'MP' Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE _ LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Ina NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L KVA = E = 831.36 TRANS. FLA = 361 Isca lace 300 36085 I 25 I 40 14,434 2 360 M = 0.956 9G = 14,434 AMPERES = 22,737 = 480 VOLT = 0.046 = 13,802 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F FACTOR = 1.732 x Lx1 MULTIPLIER N xCxEL -L M = 1 1 +f MAIN PANEL 'MP' TO PANEL LENGTH (DISTANCE) AVAILABLE SHORT CIRCUIT NO. CONDUCTORS PER PHASE PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT VOLT - LINE TO UNEL Inca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE Isca L Isca N = C L F 13,802 3/0 = 22.965 = 480 VOLT = 0.013 M = 0.987 = 13,625 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I N xCxEL -L MULTIPLIER M = 1 1+f MAIN PANEL 'MP' TO PANEL 'L' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Iaca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F lace x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -LINE lace 6 1 13,802 = 7.293 480 VOLT • 0.041 M = 0.961 = 13,259 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F ' FACTOR = 1.732 x Lx1 N xCxEL -L MULTIPLIER M = 1 1 + f PANEL MP TO TRANSFORMER TK LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Isca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO UBEL - L F Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -UNE = lace M I 12 I = 13.502 2 4/0 ▪ 15,082 = 480 VOLT = 0.020 0.981 = 13,534 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F ' FACTOR a !e.o.m. PRIMARY X V PRIMARY X 1.732 (SZ) 100000 X KVA TRANSFORMER MULTIPLIER l e.c.a. = M = 1 SECONDARY VOLTAGE TRANSFORMER TX TO PANEL K 1 +f la.c.a. PRIMARY X V PRIMARY X M Is.c.a. PRIMARY PRIMARY VOLTS UNE TO LINE SECONDARY VOLTS UNE TO LINE TRANSFORMER KVA IMPEDANCE lace lace V PRI V SEC KVA F M 13,534 480 208 225 5.8 2.900 0.258 = 8,007 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I N xCxEL -L MULTIPLIER M = 1 1 +f PANEL 'K' TO PANEL 'KA' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lace NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - UNE TO UBE. - L F lace x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -LINE = 4 = 8,007 CO 1 ▪ 7,293 • 208 VOLT ▪ 0.037 M = 0.965 lacy = 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732 x L x 1 MULTIPLIER N xCxEL -L M = 1 1 +f PANEL 'K' TO PANEL 'KB' LENGTH (DISTANCE) AVAILABLE SHORT CIRCUIT NO. CONDUCTORS PER PHASE PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT VOLT - LINE TO LIBEL Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL LINE -UNE = Iaca L Iaca N C L F 4 = 8.007 = 7,293 = 208 VOLT • 0.037 M = 0.965 = 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732xLxI MULTIPLIER N xCxEL -L M - 1 1 +f PANEL 'K' TO PANEL 'KC' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT Isca NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F Isca x M = FAULT CURRENT AT TERMINALS OF THE PANEL UNE -UNE = = 8,007 6 ▪ 7,293 = 208 VOLT = 0.055 M - 0.948 lace = 7,591 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F'FACTOR= 1.732xLx1 N xCxEL -L PANEL 'K' TO PANEL 'POS' MULTIPLIER M = 1 1 +f Isca x M = FAULT CURRENT AT TERMINALS OF THE LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lace NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - LINE TO LIBEL - L F PANEL LINE -LINE _ lace 4 8,007 = 7,293 = 208 VOLT = 0.037 M = 0.965 7,725 AMPERES POINT TO POINT METHOD FAULT CURRENT FROM F' FACTOR = 1.732 x L x I MULTIPLIER N xCxEL -L M 1 1 +f PANEL 'K' TO PANEL 'DIM' LENGTH (DISTANCE) L AVAILABLE SHORT CIRCUIT lac° NO. CONDUCTORS PER PHASE N PHASE CONDUCTOR PHASE CONDUCTOR CONSTANT C VOLT - UNE TO LIBEL - L F Iaca x M a FAULT CURRENT AT TERMINALS OF THE PANEL UNE -LINE _ = 16 8.007 1 1 = 7,293 ▪ 208 VOLT ▪ 0.146 M = 0.872 Isca a 6,986 AMPERES Caiter Burges ■ CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 09 -30 -2008 03.11.2008 CC .1 CCI LIJ co 0) z 0 c am ® w F CO 0 co w E k 11.1 n I CCT PANED 100 AMP ® KC INTEGRATED - RECESSED M1 SERVES: KITCHEN EQUIPMENT NEMA 1 MLO VOLTS: 120/208 3 PHASE /4 WIRE +GND AIC: 10,000 FULLY RATED CCT SERVES VA OCP WIRE PH ® 11111 rIll 6 SERVES PIZZA OVEN -104 VA 1560 OCP 20/2 WIRE 3+x12, #12G.,3 /4'C, © HOOD ITEM 118/100/90 804 20/1 2 #12, #12G.,3/4 "C, A A CONV RECEPT -111 1200 20/1 2 #12, #12G.,3/4 °C. B - -- 1560 - _ -_ 2 #12,2 #123.,3 /4'C. CONV RECEPT -111 720 20/1 21k12,412G.,3/4 °C, C PASTA -121 3016 30/2 3#10,#100„3/4°C. 20/1 SPARE C 20/1 - -- 2 #12, #12G.,3/4°C. A B En 10 20 QT - -- 3016 - - -- 2 #12,2 #12G „3 /4 "C. FOOD WARMER -145 1656 20/1 KETTLE -97 2100 20/3 4 #12, #12C.,3/4°C. COMPUTER /FAX FRYERS -133 816 20/1 20/1 2 #12, #12G.,3/4 °C. C Ball 960 2100 - _ __._�. REFRIG BASE -130 240 2 #12, #12G.,3 /4'r_. A - -- 2100 - ._ 960 SLICER -86 800 20/1 2#12,#123„3/4 °C. B 16 20 QT KETTLE -97 2100 20/3 012, 4t123.,3/4 °C. 960 DBL DECK OVEN -94 2160 - 25/1 20/1 2 #10,4106 „3 /4"C. C 18 20 - -- 2100 . 16 POS -TO -GO 125 FOOD PRECESSOR --82 420 2#112, #123.,3/4 °C. A - -- 2100 - - -- ® 23 REACH IN REFRIG -139 1080 20/1 2#12,`"S12G.,3/4 °C. B ral In - 28 ELECT SPACE FLUSH VALVE 600 20/1 2 #l2 , #12G.,3/4'C. �W WH -2 4150 50/2 2 #6, #10G „3/4'C. C 21 TV - - 25 - -- 4450 - - -- A SPACE 23 - - -- 27 REACH IN FRZR -136 1,800 20/1 2 #12, #12G.,3/4'C. B SPACE 2 #12,2 #123.,3 /4'C, - - 29 SPACE 2 #12,2 #12G „3 /4'C. - - -- C 30 SPACE 2 #12,2 #12G.,3 /4'C. - - --- 31 SPACE 2 #12,2 #123.,3/4 "C. - - -- A 32 SPACE ---- - --- 33 SPACE 2 #12,2 #123 „3 /4'C. - -- B 34 SPACE - -- - - -- 35 SPACE 2 #12,2 #12G.,3 /4'C, - -- C 36 SPACE - -- - - -- 37 SPACE 2 #12,2 #123 „3 /4 "C. - - -- A 38 SPACE - -- - - -- 39 SPACE 2 #12,2 #12G.,3 /4'C, - - -- _ B 40 CEILING FANS 1000 - 2 #12, #12G „3/4 "C. 41 SPACE --- - - -- C 42 SPACE 2 #12,2 #12G „3 /4'C. - - -- Y 20/1 - -- B 40 CONNECTED DEMAND LOAD BALANCE PER PHASE CONTINUOUS 0,0 125 0,0 PHASE A 14390 RECEPTACLES 1,920.0 NEC 1,9210 PHASE B 13896 KITCHEN EQUIP. 36,708.0 0,65 23,860.2 PHASE C 15,062 HVAC 0,0 1.00 0.0 LOWEST PHASE PLUS 10% NON- CONTINUOUS 4,720.0 1,00 4;720.0 13896 + 10% 15,286 LARGEST MOTOR 0.0 0.25 0,0 PHASES ARE BALANCED TOTAL VA 43,348 0.65 30,500 NOTES: PROVIDE BOLT ON BREAKERS 42 CIRCUIT PANEL LOCATION: ELECTRICAL ROOM TOTAL AMPS 120.3 1,00 84.7 LOWEST PHASE PLUS 10% CCT PANED POS INTEGRATED - RECESSED SERVES: KITCHEN EQUIPMENT NEMA 1 125 AMP MLO VOLTS: 120/208 3 PHASE /4 WIRE +GND, +ISOL GRND AID 10,000 FULLY RATED VA CCT SERVES VA OCP WIRE PH CCT SERVES VA OCP WIRE 1 PRINTER -BAR 105 1000 20/1 2 #12,2 #12G „3 /4'C. A 2 PRINTER - CHEF'S CTR 360 20/1 2 #12,2 #12G „3f4 °C, 3 P0S -BAR 105 960 20/1 2 #12,2 #123.,3 /4'C. B 4 PRINTER - CHEF'S CTR 360 20/1 2 #12,2 #126 „3 /4'C. 5 POS /CARD -BAR 105 960 20/1 2 #12,2 #12G.,3 /4'C. C 6 P0S- DINING SERV 106 960 20/1 2 #12,2 #12G.,3 /4'C. 7 SAFE 600 20/1 2 #12,2 #12G „3 /4 "C. A S POS- DINING 102 _ 960 20/1 2 #122#12G.,3 /4 °C. 9 COMPUTER /FAX 600 20/1 2 #12,2 #12G.,3 /4'C. B 10 P ❑S- DINING 103 960 20/1 2 #12,2 #12G.,3 /4'C. 11 AUDIO 600 2O/1 2 #12,2 #123.,3 /4'C. C 12 P0S- DINING 103 960 20/1 2 #12,2 #12G.,3 /4'C, 13 AUDIO 600 20/1 2 #12,2 #12G „3 /4'C. A 14 POS- HOSTESS 101 960 20/1 2 #12,2 #12G.,3 /4'C, 15 CO2 MONITOR _ 600 20/1 2 #12,2 #12G „3 /4'C, B . 16 POS -TO -GO 125 960 20/1 2 #12,2 #12G.,3 /4'C, _ 17 FAX 912 20/1 2 #12,2 #12G.,3 /4'C. C 18 MS-TO-GO 125 960 20/1 2 #12,2 #12G.,3 /4'C. 19 TV 720 20/1 2 #12,2 #12G.,3 /4 "C, A 20 P0S -TO -GO 125 960 20/1 2 #12,2 #12G „3 /4'C. 21 TV 720 20/1 2 #12,2 #12G.,3 /4'C. B 22 POS /CARD -TO -GO 125 960 2O/1 2 #12,2 #126.,3 /4'C, 23 BAR TV 500 20/1 2 #12,2 #12G „3 /4 "C, C 24 PRINT SCREEN -CHEF 960 20/1 2 #12,2 #123.,3 /4'C, 25 BAR TV 500 20/1 2 #12,2 #12G „3 /4'C. A 26 PRINT SCREEN -CHEF 960 20/1 2 #12,2 #12G.,3 /4'C. 27 BAR TV 500 20/1 2 #12,2 #123.,3/4 "C. B 28 SPARE 2 #12, #12G.,3/4'C. 20/1 ---- 29 BAR TV 500 20/1 2 #12,2 #123 „3 /4'C. C 30 SPARE 2 #12, #12G.,3/4'C. 20/1 - -- 31 BAR TV 500 20/1 2 #12,2 #12G.,3 /4'C, A 32 SPARE - -- 20/1 - -- 33 BAR TV 500 20/1 2 #12,2 #123 „3 /4 "C. _ B 34 SPARE - -- 20/1 - -- 35 BAR TV 500 20/1 2 #12,2 #12G.,3 /4'C, C 36 SPARE - -- 20/1 - -- 37 SPARE - -- 20/1 --- A 38 FIRE ALARM 360 20/1 2 #12,2 #12G „3 /4'C. 39 SPARE - -- 20/1 - -- B 40 SECURITY PANEL 600 20/1 2 #12,2 #12G „3 /4'C. 41 SPARE - -- 20/1 - -- C 42 TELEPHONE BOARD 360 20/1 2 #12,2 #12G „3 /4 "C. Y 20/1 2 #12, #12G.,3/4 "C. CONNECTED DEMAND LOAD BALANCE PER PHASE CONNECTED DEMAND LOAD BALANCE PER PHASE CONTINUOUS 0.0 L25 0,0 PHASE A 8480 RECEPTACLES 13,992,0 NEC 11,996.0 PHASE B 7720 KITCHEN EQUIP. 0.0 0.65 0.0 PHASE C 8,172 HVAC 0.0 1,00 0.0 LOWEST PHASE PLUS 10% NON - CONTINUOUS 10,380.0 1.00 10,380.0 7720 + 10% 8,492 LARGEST MOTOR 0.0 0.25 0.0 PHASES ARE BALANCED TOTAL VA 24,372 NOTES: 42 CIRCUIT PANEL LOCATION: ELECTRICAL ROOM 22,376 NOTES: PROVIDE BOLT ON BREAKERS 42 CIRCUIT PANEL LOCATION: ELECTRICAL ROOM TOTAL AMPS 67.6 62.1 CCT PANEL: L INTEGRATED - RECESSED SERVES: LIGHTING NEMA 1 100 AMP MLO VOLTS: 277/480 3 PHASE /4 WIRE +GND AIC: 42,000 SERIES RATED VA CCT SERVES VA OCP WIRE PH CCT SERVES VA OCP WIRE 1 LED LIGHTING 600 20/1 2 #12, #123 „3 /4'C. A 2 SPARE 3 20/1 --- - LED LIGHTING 600 20/1 2 #12, #12G „3/4'C, B - SPARE 5 20/1 - -- FLUOR- REVOLVER 250 20/1 2 #12, #12G.,3/4°C, C KITCHEN LTG /EF -7 520 20/1 2 #12, #12G „3/4 °C, 7 SPARE 3 20/1 --- A 8 SPARE 4 20/1 - -- 9 SPARE - 20/1 --- B 10 BUILDING SIGN 1,200 20/1 2 #12, #12G.,3/4•C. 11 SPARE - 20/1 - -- C 12 BUILDING SIGN 600 20/1 2 #12, #12G „3/4'C. 13 NIGHT /EMERG LTS 1,410 20/1 2 #12, #12G.,3/4'C, A 14 TO -GO SIGNAGE 1,600 20/1 2 #12, #12G.,3/4'C. 15 SPARE - 20/1 - -- B 16 BUILDING SIGN 1,200 20/1 2 #12, #12G.,3/4'C. 17 SPARE - 20/1 - -- C 18 BUILDING SIGN 600 20/1 2 #12, #123 „3 /4'C, 19 SPARE Y 20/1 - -- A 20 SPARE LOAD BALANCE PER PHASE 20/1 - -- 21 SPARE PHASE A 156393 20/1 - -- B 22 SPARE KITCHEN EQUIP, 20/1 - -- 23 SPARE HVAC 20/1 - -- C 24 SPARE 135,8284 20/1 -- 25 SPARE 45,705.0 20/1 - -- A 26 SPARE - -- 20/1 - -- 27 SPARE SPARE 20/1 - -- B 28 SILO 600 20/1 2 #12, #12G.,3/4'C. 29 SPARE PANEL KA 20/1 - -- C 30 ENTRY 166 20/1 2 #12, #12G.,3/4'C. 31 SPARE - -- 20/1 - -- A 32 SPARE BLENDER 20/1 - -- 33 SPARE - -- 20/1 - -- B 34 SPARE SHUNT TRIP 20/1 - -- 35 SPARE PANEL KB 20/1 - -- C 36 SPARE PANEL KC 20/1 - -- 37 SPARE --- 20/1 - -- A 38 SPARE - -- 20/1 - -- 39 SPARE -- 20/1 - -- B 40 SPARE - -- 20/1 --- 41 SPARE C 20/1 - -- C 42 KITCHEN LIGHTING 1,728 20/1 2 #12, #12G.,3/4'C, Y MURAL LIGHTING 400 20/1 2 #12, #12G.,3/4 "C. CONNECTED DEMAND LOAD BALANCE PER PHASE CONTINUOUS 11,074,0 1.25 13,842.5 PHASE A 3610 RECEPTACLES 0.0 NEC 0.0 PHASE B 3600 KITCHEN EQUIP. 10 0,65 0.0 PHASE C 3,864 HVAC 0.0 1.00 04 LOWEST PHASE PLUS 10% N ❑N- CONTINUOUS 0.0 1.00 10 3600 + 10% 3,960 LARGEST MOTOR 0.0 125 0.0 PHASES ARE BALANCED TOTAL VA 11,074 13,843 NOTES: 42 CIRCUIT PANEL LOCATION: ELECTRICAL ROOM TOTAL AMPS 132_ 16,6 CCT PANED MP INTEGRATED - RECESSED SERVES: DISTRIBUTION NEMA 1 600 MLO VOLTS: 277/480 3 PHASE /4 WIRE +GND AID 42,000 FULLY RATED VA CCT SERVES VA OCP WIRE PH CCT SERVES VA OCP WIRE 1 TRANSFORMER TK 76310 225/3 3 #4/0, A 2 SPARE 3 100/3 - -- - - - 73504 - #4G „2 "C. B - - -- 5 BUG ZAPPER --- - - -- 72530 - - -- C - - -- 7 NITROGEN TANK - -- 3 BOOSTER HEATER 15000 70/3 3 #4, #8G.,1'C. A 4 PANEL L 3610 100/3 4 #1, #8G.,1- 1/2'C. - HACR 15000 - - -- B - - -- 3600 2 #12, #12G.,3/4'C. - -- - - -- 15,000 - - -- C - - -- 3864 2 #12, #12G.,3/4'C. - -- 5 PANEL M 61,473 400/3 4 #600MCM A 6 SPARE 960 100 /3 - -- - - -- 61,473 - #3G.,4'C. B - - -- 20/1 2 #12, #12G.,3/4'C. - - -- - - -- 61,473 - - -- C - - -- 20/1 2 #12, #12G „3/4`C. - -- Y - -- 988 - - -- CONNECTED DEMAND LOAD BALANCE PER PHASE CONTINUOUS 35,092.0 1.25 43,865,0 PHASE A 156393 RECEPTACLES 17,852.0 NEC 13,926,0 PHASE B 153577 KITCHEN EQUIP, 120,042,0 0.65 78,027.3 PHASE C 152,867 HVAC 199,728.0 1.00 199,728.0 LOWEST PHASE PLUS 103 NON-CONTINUOUS 135,8284 140 135,828.0 152867 + 10% 168,154 LARGEST MOTOR 45,705.0 0,25 11,426.3 PHASES ARE BALANCED TOTAL VA 508,542 - -- 482,801 NOTES: SERVICE ENTRANCE RATED LOCATION: ELECTRICAL ROOM TOTAL AMPS 611.7 SPARE 580.7 20/1 CCT SERVES VA OCP WIRE PH CCT SERVES VA DCP WIRE 1 HOT WATER HEATER 1200 20/1 2 #12, #12G.,3/4 "C. A 2 ICE MAKER 1404 20/2 3 #10, #10G.,3/4'C, 3 AIR CURTAIN 1400 20/1 2 #12, #12G.,3/4'C. B 4 - -- 1404 -- - -- 5 BUG ZAPPER 120 20/1 20/1 2 #12, #12G.,3/4'C. C w m BEER TANK COOLER 1440 20/1 20/1 2 #12, #12G.,3/4'C, 7 NITROGEN TANK 1800 2 #12, #12G.,3/4'C, A BEER TANK COOLER 1200 2 #12, #12G.,3/4 °C. 9 BAG IN BOX 960 20/1 2 #12, #12G.,3/4'C, B 10 TRANSFER PAN 552 20/3 4#12,#12G,,3/4'C. 11 WALKIN COOLER 600 20/1 2 #12, #12G.,3/4'C. C 12 - -- 552 -- - -- 13 WALKIN FREEZER 600 20/1 2 #12, #12G.,3/4'C. A 14 14 552 - - ---- 15 17 WATER FILTR SYS 960 20/1 2 #12, #12G „3/4•C. B 16 DRAFT BEER SYSTEM 1440 20/1 2 #12, #12G.,3/4'C, WATER SOFTNER 960 20/1 2 #12, #12G.,3/4'C. C 18 DRAFT BEER SYSTEM 988 20/2 3 #12, #12G „3/4 "C. 19 21 23 HOOD CONTROL DIMMER PANEL - -- 200 4,340 4,700 20/1 2 #12, #12G „3/4`C. A 20 - -- 988 - - -- 100/3 4 #1, #8G.,1- 1/2'C. B 22 ICE MAKER 1404 20/2 3 #12, #123 „3 /4 °C. - - -- C 24 - -- 1404 - -- 25 - -- 4,550 - ---- A 26 PANEL PUS 8480 100/3 4 #1,#8G „1- 1/2'C. 27 JUICE DISPENSER 960 20/1 2 #12, #12G.,3/4'C. B 28 - -- 7720 - - -- 29 SPARE 28 20/1 - -- C 30 - -- 8172 - - -- 31 PANEL KA 15927 100/3 4 #1, #8G.,1- 1 /2'C. A 32 FREEZER DOOR HTR 1,500 20/1 2 #12, #12G „3/4'C. 33 - -- 14662 - - - B 34 BLENDER 960 20/1 2 #12, #12G.,3/4'C. 35 - -- 15,217 - - -- C 36 SHUNT TRIP SPACE - - -- 37 PANEL KB 13,403 100/3 4 #1, #83.,1- 1/2'C, A 38 PANEL KC 14,390 100/3 4 #1, #8G „1- 1 /2'C. 39 --- 12,730 - - -- B 40 - -- 13,896 - - -- 41 -- 13,199 - - -- C 42 - -- 15,062 - - -- CCT SERVES VA OCP WIRE PH CCT SERVES VA OCP WIRE 2 #12, #12G 2/4'C. HEAT LAMP 1000 20/2 2 #12, #12G „3/4 °C. A CU 1- FOOD WARMER (2) 416 20/2 3 #12, #12G.,3/4'C, --- 1000 - - -- B - -- 416 - - -- 5 MICROWAVE 1200 20/1 2 #12, #12G „3/4'C. C 6 TOASTER 1435 20/2 3 #12, #12G.,3/4'C. 7 MICROWAVE 1200 20/1 2 #12, #12G „3/4'C. A 8 - -- 1435 -- - -- 9 MICROWAVE 1200 20/1 2 #12, #123.,3/4 °C. B 10 COLD TABLE 1560 20/1 2 #12, #12G „3/4`C. 11 HEAT LAMP 1352 20/2 2#12,#12G,,3/4'C, C 12 FOOD WARMER 1656 20/1 2 #12, #12G.,3/4'C. 13 -- 1352 - - -- A 14 REFRIGERATOR BASE 2000 25/1 2 #10, #10G.,3/4'C. 15 REACH IN REFRIG 1100 20/1 2 #12, #12G „3/4'C. B 16 HEAT LAMP 1352 20/2 3 #12.412G.,3/4 "C. 17 REACH IN BASE 1600 20/1 2 #12, #12G.,3/4'C. C 18 --- 1352 - - -- 19 HOT FOOD WELL 2496 25/2 2 #10, #10G.,3 /4'C, A 20 MICROWAVE 1200 20/1 2 #12, #12G.,3/4'C. 21 --- 2498 - - -- B 22 MICROWAVE 1200 20/1 2 #12, #12G „3/4'C. 23 CANOPY DOWNLIGHTS 1400 20/1 2 #12, #12G „3/4 "C. C 24 MICROWAVE 1200 20/1 2 #12, #126.,3/4'C. 25 INLINE BOOSTER 2004 35/3 3 #8, #10G „3/4 "C, A 26 SPARE 26 20/1 - -- 27 PUMP 2004 - - -- B 28 SPARE 11B 20/1 - -- 29 - -- 2004 - - -- C 30 SPARE 800 20/1 - -- 31 CLOCK 300 20/1 2 #12, #12G „3/4'C. A 32 SPARE 2 #12, #123 „3 /4'C. 20/1 - -- 33 INTERIOR SIGNAGE 400 20/1 2 #12, #123 „3 /4'C. B 34 SPACE 1200 - -__ 35 SPACE 2 #12, #12G.,3/4'C, - --- C 36 SPACE 20/1 - - -- 37 SPACE TRACK DINING - - -- A 38 SPACE 15 - - -- 39 SPACE C - - -- B 40 SPACE 40 - - -- 41 SPACE 41 - - -- C 42 SPACE _ 42 - --- CCT SERVES VA OCP WIRE PH DIMMER 1A TO -GO LIGHTING 950 20/1 2 #12, #12G 2/4'C. A 1200 1B TRACK DINING 200 NON - CONTINUOUS 2 #12, #12G.,3/4'C. A 1200 2 DINING LIGHTING 1,440 20/1 2 #12, #12G.,3/4'C, B 2400 34,365 TOTAL AMPS 127,1 - 95,4 B HACR 3A CABLE LIGHTS 650 20/1 2 #12, #12G.,3/4'C. C 1200 3B CABLE LIGHTS 650 RTU -1 2 #12, #12G.,3/4'C. C 1200 4A CHANDELIERS 760 20/1 2 #12, #12G „3/4'C, A 1200 4B CABLE LIGHTS 960 - -- 2 #12, #12G.,3/4'C. A 1200 5A DINING LIGHTING 200 20/1 2 #12, #12G.,3/4'C. B 1200 5B ENTRY FIXTURE 360 - -- 2 #12, #12G „3/4'C. B 1200 6A TRACK DINING 200 20/1 2 #12, #12G.,3/4'C. C 1200 6B TRACK DINING 400 3 #4, #10G.,3 /4'C, 2 #12, #12G.,3/4'C, C 1200 7A ENTRY LIGHTS 600 20/1 2 #12, #12G „3/4'C, A 1200 7B 17 - -- 15235 - A 1200 8A TRACK DINING 400 20/1 2 #12, #12G „3/4'C. B 1200 8B - DOWNLTS- REVOLVER 400 A 2 #12, #12G „3/4`C, B 1200 9 BATH AND ENTRY 1,550 20/1 2 #12, #12G.,3/4'C. C 2400 B 22 - -- 2493 - C 23 10A SPARE - 20/1 - -- A 1200 2493 - 10B 25 SPARE EF -6 ---- A 1200 26 SPACE 11A MURAL LIGHT BOX 300 20/1 2 #12,4112G.,3/4'C. B 1200 - -- B 11B DECO WALL SCONCE 600 - 2 #12, #12G „3/4•C, B 1200 WH -3 20/1 12A DECO WALL LIGHTS 800 20/1 2 #12, #12G.,3/4'C, C 1200 31 SPARE 12B DOWNLIGHTS 300 A 2 #12, #123 „3 /4'C. C 1200 - - -- 13A PATIO LIGHTS 270 20/1 2 #12, #12G.,3/4'C. A 1200 13B PATIO LIGHTS 600 - -- 2 #12, #12G.,3/4'C, A 1200 14A TRACK DINING 300 20/1 2 #12, #12G.,3/4 °C. B 1200 14B TRACK DINING 300 - -- 2 #12, #12G.,3/4'C, B 1200 15 SPARE EXTERIOR LIGHTS 20/1 - -- C 2400 ROOF RECEPTS - - -- B 40 C TEA BREWER 16 SPARE 41 20/1 - -- A 2400 C _ 42 SPACE - - A --- 17 MURAL LIGHTING 400 20/1 2 #12, #12G.,3/4 "C. B NON DIM 18 SPARE 20/1 - -- B MIN DIM 19 SPARE 20/1 C MIN DIM --- CONNECTED DEMAND CONTINUOUS 4,620,0 1,25 5,775.0 RECEPTACLES 1,940.0 NEC 1,940.0 KITCHEN EQUIP. 35,990.0 0.65 23,393.5 HVAC 864,0 1.00 864,0 NON - CONTINUOUS 2,392.0 1.00 2,392.0 LARGEST MOTOR 0.0 0.25 0,0 TOTAL VA 45,806 B 34,365 TOTAL AMPS 127,1 - 95,4 CONNECTED DEMAND CONTINUOUS 5,808.0 1.25 7,260.0 RECEPTACLES 0.0 NEC 0.0 KITCHEN EQUIP. 19,8524 0.65 12,903.8 HVAC 0.0 1.00 0.0 NON- CONTINUOUS 13,672.0 1.00 13,672,0 LARGEST MOTOR 0,0 0.25 0.0 TOTAL VA 39,332 B 33,836 TOTAL AMPS 109.2 - 93,9 CONNECTED DEMAND CONTINUOUS 24,018.0 1.25 30,0225 RECEPTACLES 17,852.0 NEC 13,926,0 KITCHEN EQUIP. 108,642,0 0.65 70,617.3 HVAC 864.0 1.00 864.0 NON - CONTINUOUS 40,620.0 1,00 40,620.0 LARGEST MOTOR 0.0 0.25 0.0 TOTAL VA 191,996 B 156,050 TOTAL AMPS 532,9 - 433.2 ° CONNECTED DEMAND CONTINUOUS 0.0 1.25 0.0 RECEPTACLES 0.0 NEC 0.0 KITCHEN EQUIP. 11,400,0 0.65 7,410.0 HVAC 153,159.0 1,00 153,159.0 NON-CONTINUOUS 19,860,0 1.00 19,860.0 LARGEST MOTOR 45,705.0 025 11,426.3 TOTAL VA 184,419 B 191,855 TOTAL AMPS 221,8 - 230,8 CONNECTED DEMAND CONTINUOUS 13,590,0 1.25 16,987.5 RECEPTACLES 10 NEC 0.0 KITCHEN EQUIP. 0.0 0.65 0.0 HVAC 0.0 1.00 0.0 NON - CONTINUOUS 0,0 1.00 0.0 LARGEST MOTOR 0,0 0,25 0,0 TOTAL VA 13,590.0 B 16,987,5 TOTAL AMPS 37.7 - 47.2 LOAD BALANCE PER PHASE SERVES PHASE A 61473 PHASE B 61473 PHASE C 61,473 LOWEST PHASE PLUS 10X OCP 61473 + 10% 67,620 PHASES ARE BALANCED 3800 LOAD BALANCE PER PHASE SERVES PHASE A 13403 PHASE B 12730 PHASE C 13,199 LOWEST PHASE PLUS 10% OCP 12730 + 10% 14,003 PHASES ARE BALANCED 3800 LOAD BALANCE PER PHASE SERVES PHASE A 15927 PHASE B 14662 PHASE C 15,217 LOWEST PHASE PLUS 10% OCP 14662 + 10% 16,128 PHASES ARE BALANCED 3800 LOAD BALANCE PER PHASE SERVES PHASE A 66194 PHASE B 63388 PHASE C 62,414 LOWEST PHASE PLUS 10% OCP 62414 + 10% 68,655 PHASES ARE BALANCED 3800 LOAD BALANCE PER PHASE SERVES PHASE A 4340 PHASE B 4700 PHASE C 4,550 LOWEST PHASE PLUS 10% OCP 4340 + 10% 4,774 PHASES ARE BALANCED 3800 CCT SERVES VA OCP WIRE PH CCT SERVES VA OCP WIRE 1 FUTURE WATER 3800 45/3 3 #6, #10G.,3/4'C. A 2 MAU -1 2,105 15/3 3 #12, #12G.,3/4'C. 3 PRESSURE PUMP 3800 - - -- B 4 - -- 2,105 - - -- 5 HACR 3800 - - -- C 6 - -- 2,105 - -- -- 7 RTU -1 15235 60/3 3 #4, #10G.,3/4'C, A 8 EF - 4, EF -5 750 15/3 3 #12,1#12G.,3/4'C, 9 HACR 15235 - - -- B 10 - -- 750 - - -- 11 - -- 15235 - - -- C 12 - -- 750 - - -- 13 RTU - 2 15235 60/3 3 #4, #10G „3/4'C. A 14 DISH WASHER 6620 60/3 3 #4, #10G.,3 /4'C, 15 HACR 15235 - - -- B 16 - -- 6620 - - -- 17 - -- 15235 - - -- C 18 - -- 6620 - - -- 19 RTU -3 15235 60/3 3 #4, #10G.,3/4'C. A 20 EF - 1, EF - 2, EF 2493 20/3 3 #12, #12G.,3/4'C. 21 HACR 15235 - - -- B 22 - -- 2493 - ---- 23 - -- 15235 - - --- C 24 - -- 2493 - - -- 25 SPARE EF -6 20/1 - -- A 26 SPACE - -- - - -- 27 SPARE SPECIAL 20/1 - -- B 28 SPACE TIMECLOCK - - -- 29 SPARE WH -3 20/1 - -- C 30 SPACE BATHROOM - - -- 31 SPARE - -- 20/1 - -- A 32 SPACE SPARE - - -- 33 SPARE COOLER LIGHTS 20/1 - -- B 34 SPACE REACH IN REFRIG - - -- 35 SPARE WH -2 20/1 - -- C 36 SPACE SOUP WARM ITEM 187 - - -- 37 SPACE - -- - - -- A 38 SPACE EXTERIOR LIGHTS - - -- 39 SPACE ROOF RECEPTS - - -- B 40 SPACE TEA BREWER - - -- 41 SPACE BEER COOLER LIGHTS - - -- C _ 42 SPACE SPARE - - --- CCT SERVES VA OCP WIRE PH CCT SERVES VA OCP WIRE 1 MILWORK ITEM 249 2000 30/1 2 #10, #10G.,3/4'C, A 2 SHADE SYS ENTRY 400 20/1 2 #12, #12G.,3/4'C. 3 BLENDER ITME 256 1200 20/1 2 #12, #12G.,3/4'C. B 4 SALAD BAR 552 20/1 2 #12, #12G.,3/4'C. 5 GLASS WASH ITEM 258 900 20/1 2 #12, #12G „3/4'C. C 6 SOUP WARM ITEM 187 828 20/1 2 #12, #12G.,3/4'C, 7 BLENDER ITME 256 400 20/1 2 #12, #12G.,3/4'C, A 8 HOOD LIGHTS 300 20/1 2 #12, #12G „3/4'C. 9 MILWORK ITEM 249 2400 30/1 2 #10, #10G „3/4'C. B 10 MOBLE FOOD 343 20/2 3 #12, #12G.,3/4'C. 11 3 DOOR REFRIG 1020 20/1 2 #12, #12G „3/4'C. C 12 WARMER ITEM 199 343 - --- 13 MUG CHILL ITEM 243 984 20/1 2 #12, #12G.,3/4'C. A 14 ICE CREAM MAKER 684 20/1 2 #12, #12G.,3/4'C. 15 MUG CHILL ITEM 243 984 20/1 2 #12, #12G „3/4'C. B 16 WORK TOP REFRIG 480 20/1 2 #12, #12G „3/4'C. 17 3 DOOR REFRIG 1020 20/1 2 #12, #12G.,3/4'C, C 18 SODA DISPENSER 960 20/1 2 #12, #123 „3 /4'C. 19 STEP LIGHTS 1,020 20/1 2 #12, #12G „3/4'C. A 20 HOOD LIGHTS 300 20/1 2 #12, #12G.,3/4'C. 21 MOBLE FOOD 343 20/2 3#12,#12G,,3/4'C, B 22 SODA DISPENSER 960 20/1 2 #12, #12G.,3/4'C. 23 WARMER ITEM 199 343 - - -- C 24 COFFEE BREWER 1695 20/2 2 #12, #12G „3/4 1 C. 25 EF -6 864 15/1 2 #12, #12G „3/4'C. A 26 - -- 1695 - - -- 27 SPECIAL 1800 30/1 2 #10, #10G „3/4'C. B 28 TIMECLOCK 500 20/1 2 #12, #12G.,3/4'C, 29 WH -3 2,050 30/2 2 #10, #10G.,3 /4'C, C 30 BATHROOM 360 20/1 2 #12, #12G.,3/4'C. 31 - -- 2,050 - - -- A 32 SPARE 20/1 - -- 33 COOLER LIGHTS 1200 20/1 2 #12, #12G.,3/4'C, B 34 REACH IN REFRIG 960 20/1 2 #12, #123 „3 /4'C. 35 WH -2 4150 50/2 2 #6, #10G.,3/4'C. C 36 SOUP WARM ITEM 187 828 20/1 2 #12, #12G „3/4'C. 37 - -- 4,150 - -- A 38 EXTERIOR LIGHTS 1,080 20/1 2 #12, #12G „3/4'C. 39 ROOF RECEPTS 1,080 20/1 2 #12, #12G.,3/4'C. B 40 TEA BREWER 1,860 20/1 2 #12, #12G.,3/4'C. _ 41 BEER COOLER LIGHTS 720 20/1 2 #12, #12G „3/4•C, C 42 SPARE 20/1 --- CarBurgess CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 09 -30 -2008 03.11.2008 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT 11/30/07 PERMIT 01 /25/08 CONSTRUCTION 03/11 /08 REVISIONS: PANED M 400 AMP MLO INTEGRATED - RECESSED VOLTS: 277/480 SERVES' ROOF TOP EQUIPMENT 3 PHASE /4 WIRE +GND NEMA 1 AID 42,000 FULLY RATED S U M M A R Y NOTES: PR ❑VIDE BOLT ON BREAKERS 42 CIRCUIT PANEL LOCATION' ELECTRICAL ROOM PANED K 600 AMP MCB S U M M A R Y PANEL' KA 100 AMP MLO S U M M A R Y INTEGRATED - RECESSED VOLTS: 120/208 INTEGRATED - RECESSED VOLTS: 120/208 SERVES: KITCHEN EQUIPMENT 3 PHASE /4 WIRE +GND SERVES: KITCHEN EQUIPMENT 3 PHASE /4 WIRE +GND NEMA 1 AIC: 10,000 FULLY RATED NOTES: PROVIDE BOLT ON BREAKERS 42 CIRCUIT PANEL LOCATION: ELECTRICAL ROOM NEMA 1 AIC■ 10,000 FULLY RATED NOTES: PROVIDE BOLT ON BREAKERS 42 CIRCUIT PANEL L ❑CATION: ELECTRICAL ROOM S U M M A R Y PANEL: KB 100 AMP MLO S U M M A R Y INTEGRATED - RECESSED VOLTS: 120/208 SERVES: KITCHEN EQUIPMENT 3 PHASE /4 WIRE +GND NEMA 1 AIC: 10,000 FULLY RATED NOTES: PROVIDE BOLT ON BREAKERS 42 CIRCUIT PANEL LOCATION: ELECTRICAL ROOM PANED DIM 100 AMP MLO FLUSH - MOUNTED, TOP -FEED VOLTS: 120/208 AIC: 10,000 FULLY RATED 3 PHASE /4 WIRE +GND NEMA 1 PoP4 SHEET CONTENTS: ELECTRICAL SCHEDULES SHEET NUMBER: M R 17 2008 Pf Avis �,Ci 3 e E3.1 FLOOR LINE 80" CEILING LINE 72" HORN STROBE FIRE ALARM CONTROL PANEL F 48" i 72" DETECTOR FIRE ALARM ANNUNCIATOR PANEL NOTE: HORN STROBE AND STROBE TO BE 80" TO BOTTOM OF LENSE. 80" TYPICAL ELEVATION MOUNTING DETAIL SCALE: NTS 1/2" DIA. CONDUIT—ONLY, PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. EXTEND CONDUIT, INSIDE WALL, TO ABOVE ACCESSIBLE CEILING SPACE PROVIDE 4" OCTAGONAL JUNCTION BOX WITH SCREW THREADS SET AT THE 2 & 8 O'CLOCK POSITIONS REMOTE FIRE PULL STATION. CABLE, AND ANY OTHER MISCELLANEOUS EQUIPMENT SHALL BE PROVIDED BY OTHERS ANSUL PULL STATION DETAIL SCALE: NTS STROBE HORN STROBES WITH DECIBAL LEVEL NOTED (TYPICAL) GALV. CURB DUCT SMOKE DETECTOR AT RTU - ---- -.— SUPPLY /RETURN (TYPICAL) REMOTE TEST SWITCH FOR DUCT SMOKE DETECTORS LOCATED IN OFFICE. SYSTEMS SENSOR #RTS451 (TYPICAL) HEAT DETECTOR (TYPICAL) STROBES WITH DECIBAL LEVEL NOTED (TYPICAL) (7\ EXHAUST FAN ELECTRICAL CONNECTION DETAIL -- SCALE: NTS RT 15 V15 S POS -38 1" TO TEL. BOARD FIRE ALARM CONTROL PANEL (FIELD VERIFY LOCATION) — SEQUENCE OF OPERATION — CATALOG CUT SHEETS. — POINT TO POINT DIAGRAM. — HORN,STROBE LIGHTS, MANUAL PULL STATION LAYOUT. — CANDELA OF STROBES. —BATTERY CALCULATIONS INCLUDING TOTAL STANDBY AND ALARM CURRENT. SCALE: NTS FACP FIRE ALARM SCHEMATIC GENERAL NOTES: A. PROVIDE DUCT MOUNTED SMOKE DETECTORS IN DUCTWORK AS SHOWN ON MECH PLANS PER SPECIFICATIONS. B. FIRE ALARM CONTRACTOR SHALL BE CURRENTLY LICENSED WITH THE STATE AND SUBMIT A COMPLETE FIRE ALARM SUBMITTAL (PLANS, SPECS., CUT SHEETS ETC.) PREPARED BY THE STATE REGISTERED FIRE PROTECTION CONTRACTOR, AND SUBMITTED TO AUTHORITY HAVING JURISDICTION FOR APPROVAL. INFORMATION SHALL NOT BE LIMITED TO THE FOLLOWING. SYSTEM SMOKE DETECTORS PER AHJ. (TYPICAL) MANUAL PULL STATION (TYPICAL) C. D. E. F. G. FAN DISC. FACTORY WIRED TO MOTOR FIRE ALARM RISER DIAGRAM U.L. LISTED EXHAUST FAN NEMA 3R DISCONNECT FACTORY WIRED TO MOTOR LIQUID TIGHT FLEXIBLE CONDUIT BY EC. (ALLOW ENOUGH CONDUIT TO HINGE —UP UNIT FOR CLEANING.) ROOF ASSEMBLY KITCHEN SMOKE SUPPRESSION SYSTEM TS TAMPER AND FLOW SWITCHES FS F RE ALARM ANNUNCIATOR PANEL (FIELD VERIFY LOCATION) FAAP CONTRACTOR SHALL PROVIDE ADDITIONAL FIRE ALARM DEVICES PER AHJ AND INCLUDE ALL EXPENSES IN BID TO COMPLETE AN OPERABLE FIRE ALARM SYSTEM AS REQUIRED BY AUTHORITY HAVING JURISDICTION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. PROVIDE THE NUMBER OF ACTIVE AND SPARES ADDRESSES AS REQUIRED TO THE FIRE ALARM PANEL TO ACCOMMODATE ALL DEVICES PROVIDE DEDICATED TELEPHONE LINE FOR 24 —HOUR MONITORING SYSTEM PER CITY REQUIREMENT. CONTRACTOR SHALL FURNISH /INSTALL FIRE ALARM DEVICES, SYSTEM COMPONENTS, WIRING /CONDUITS AND CONTROLS AS REQUIRED AND COMPLETE THE FIRE ALARM SYSTEM PER NFPA 72 AND AUTHORITY HAVING JURISDICTION "AHJ ". FIRE ALARM DEVICES SHALL BE MONITORED FROM AN APPROVED CENTRAL STATION PER AHJ. PROVIDE ALL APPURTENANCES AS REQUIRED TO INTERFACE WITH KITCHEN SMOKE SUPPRESSION SYSTEM. 4/0 AWG TO METAL UNDERGROUND WATER PIPE #1/0 .�., 20' PLACE IN FOOTING WHITE NEUTRAL BUS OR IDENTIFIED CONDUCTOR (NEUTRAL) / NOTE: 1. GROUNDING ELECTRODE CONDUCTORS SHALL BE INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT SPLICES OR JOISTS. GROUNDING OF MAIN SERVICE ENTRANCE SYSTEMS & EQUIPMENT SCALE: NTS (HOT) BLACK RED (HOT) #12AWG WHITE NEUTRAL CONDUCTOR, TYPICAL. #1/0 TO BLDG. STEEL JUNCTION BOX BL GALVANIZED RIGID STEEL CONDUIT ROOM SWITCH, LTG. RELAY OR OCCUPANCY SENSOR (3 EMERGENCY 1 LIGHTING WIRING DIAGRAM SCALE: NTS 20 AMPERE, 120 VOLT ISOLATED GROUND TYPE RECEPTACLE; SPECIFICATION GRADE, TYPICAL. USE HUBBELL 1G5361 ISOLATED GROUND OR APPROVED EQUAL. #12AWG RED, BLUE, OR BLACK AS APPROPRIATE FOR PHASING IN PANELBOARD, TYPICAL. HOT SERVICE ENTRANCE EQUIPMENT ENCLOSURE (MSS) GROUNDED TYPE INSULATED BUSHING O.Z. TYPE "BLG." (TYP) A NEUTRAL ) TO DOWNSTREAM I.G. DEVICES ON SAME CIRCUIT AS NECESSARY PER CONTRACT DOCUMENTS. #1/0 MAIN BONDING JUMPER SIZED PER N.E.C. TABLE 250 -94 (ALSO SEE N.E.C. 250 -79) #1/0 EQUIPMENT GROUND BUS IF PROVIDED EQUIPMENT BONDING JUMPER SIZED PER N.E.C. TABLE 250 -94. ' ISOLATE GROUND WIRE —NUT SPLICE WITHIN RECEPTACLE BACKBOX, TYPICAL. Rev FIXTURE FIXTURE BALLAST EMERGENCY BALLAST HOT, TO "P.O.S." PANELBOARD CIRCUIT BREAKER. ISOLATED GROUND DIRECT TO "P.O.S." PANELBOARD ISOLATED GROUND BUS. — NEUTRAL TO "P.O.S." PANELBOARD NEUTRAL BUS. #12AWG GREEN INSULATED GROUND CONDUCTOR, TYPICAL. NOTES: 1. ISOLATED GROUNDING CONDUCTOR SHALL NOT BE TIED TO ANY CONDUIT OR BOX COMPONENTS OF SYSTEM. GROUNDING CONDUCTOR SHALL TERMINATE ONLY AT THE PANEL ISOLATED GROUNDING BUS AND AT THE ISOLATED GROUND RECEPTACLES ON THAT CIRCUIT. 2. EACH ISOLATED GROUND RECEPTACLE CIRCUIT SHALL HAVE ITS OWN DEDICATED NEUTRAL AND GROUND CONDUCTORS. THE SHARING OF NEUTRALS OR GROUNDING CONDUCTORS BETWEEN SEPARATE ISOLATED GROUND CIRCUITS SHALL NOT BE PERMITTED. / GROUND O.GI RECEPTACLE - WIRING DIAGRAM scams: NTS 4 t„7- - A ND Carterm mess CARTER & BURGESS, INC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 09-30 -2008 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 C &B JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION REVISIONS: INLINE SHEET CONTENTS: ELECTRICAL DETAILS SHEET NUMBER: 03.11.2008 CO LL1 —J 03 Z i z 1- 0 c o W m 14 CI) (3) 5E Lli LC) MAR 17 2000 ' h f• ;'d;9 ! A. _N FER E4.0 11L30/07 01/25/08 03/11/08 ON /OFF BY TIMECLOCK IG �- POS -6 DINING SERVICE 106 POS 00 I KA -19 1 II I LOW WALL /STEP L -1 -- � - LED LIGHTS L -3 I -III -- -I LED LIGHTS L -5 I I--1- REVOLVER LTS L -28 { j SILO - --- - I II-I- SPARE I -� f --1- SPARE SPARE L SCALE: NTS POS -8 DINING 102 POS 00 IG V V IG I L-10 - -- --I-� I SIGN L -12 -- I SIGN L -14 - H I SIGN L -16 I I--7- SIGN L -18 i -I I- SIGN KB -33 INTERIOR SIGN KC-40 II-- -I CEILING FANS SPARE L..r.._J LIGHTING CONTROL DIAGRAM ENTRY STEP LIGHT SCALE: 1 /4' =7' -0" POS 10 DINING 103 POS 200 GO V V POS -12 DINING 103 POS (200) GO KA -33 KA -41 L -30 STEPLIGHT "U" TYPE, TYP. REFER TO - -- A TECTURAL SHEETS FOR DETAILS POS -3 BAR 105 POS GO KA -28 .0 L- 24 HR. TIMECLOCK LEVITON Z -MAX #R088D -108 OR EQUAL L-42 I II I KITCHEN LIGHTS KA -38 H 1, " EXTERIOR LIGHTS V EM EN3 1 TYPICAL 3 3 II 1 COOLER LIGHTS I I I COOLER LIGHTS --- I ENTRY I I I" - - -I- SPARE I I I SPARE I I -I- SPARE L___..J IG V V IGO \/ V IG V IG 8 -POLE MECH. HELD LIGHTING CONTROL RELAY IN NEMA 1 ENCLOSURE WITH LINE VOLTAGE COIL AND AUXILIARY MODULE FOR 2 WIRE 120 VAC CONTROL RELAY SHALL BE EQUAL TO ASCO 917 SERIES. (TYP) 00 r POS 1 BAR BAR 105 105 PRINTER PRINTER Q© IG GO BAR 105 CARD READER 111 G© 0 0 IG SCALE: NTS POS -14 HOSTESS 101 POS 00 IG #16 CONCEAL IN STRUT, TO LOW VOLTAGE TRANSFORMER 12V. 1-5/8 STRUT PAIN BLACK. STEPLIGHT "U" TYPE, TYP. REFER TO ARCHITECTURAL SHEETS FOR DETAILS TO GO 125 POS POS -20 ©a \/ U IG I. TO GO 125 POS 200 P.O.S. RISER DIAGRAM 00 CABLE FIXTURE MOUNTING DETAIL SCALE: 1 /4 "- 1'--0" vu RAMP LIGHTING DETAIL SCALE: 1 /4 " =1' -0" POS 18 IG r POS 22 SUPPORT TO CEILING. 12 X 6" WOOD PANEL BOLT TO STRUT. (TYP.) ALFA #99200 TURNBUCKLE. (TYP.) ALFA #999 ALFA #99530 POWEF,TAP. CABLE. 40' -0 MAX DISTANCE TO GO 125 POS 200 00 V V IG TO GO 125 CARD READER 111 00 v IG NOTES: CABLE TRANSFORMER RATED FOR 300 WATTS PER CIRCUIT, NO MORE THAN 7 FIXTURES USED PER RUN. 20 CONTRACTOR SHALL ADD CENTER SUPPORT AND SPLIT RUNS OVER 40' -O" EQUALLY. TO GO 125 POS (200) 141 00 POS-16 \/U 1 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3 3 3 J J STEPLIGHT " • TYPE, TYP. REFER 0 ARCHITEC i RAL SHEETS FOR DETAILS r r r ',e POS HUB LOCATED IN ELECTRICAL ROOM J J I 4 0O POS 24 POS 2 POS 4 POS 26 CHEF'S COUNTER PRINTER SCREEN 162 \ \ I nnnn DECORATIVE SCREEN LIGHTING DETAIL SCALE: NTS MAIN SWITCHBOARD "MP" - ROUTE THRU MECHANICAL CHASE AT CHEF'S COUNTER CHEF'S COUNTER PRINTER SCREEN . FROM MAIN SERVICE TRANSFORMER HOT NEUTRAL GNDJ MAIN SERVICE ENTRANCE 2YIYIY'GT RGS CONDUIT CHEF'S CHEF'S COUNTER COUNTER PRINTER PRINTER SCREEN SCREEN (162) ( 162 ) G CHEF'S COUNTER PRINTER 162) 00 [[L J REFER TO KITCHEN DRAWINGS AND ELEVATIONS FOR EXACT LOCATIONS OF MONITORS, PRINTERS AND POS STATIONS. REFER TO KITCHEN DRAWINGS FOR ADDITIONAL CABLING REQUIREMENTS. TYPICAL. CIRCUIT- - BREAKER HOT NEUTRAL GND. PANEL "POS" 0 -- MINIMUM AWG #4 IG WIRE FROM PANEL TO "MP" IG CHEF'S COUNTER PRINTER REFER TO ARCHITECTURAL SHEETS FOR DETAILS TO DETERMINE EXACT LOCATION OF JUNCTION BOXES. TYPICAL. RGS CONDUIT ---a NOTES: Q 1 "CONDUIT WITH (3) CAT5 CABLE POINT OF SALE COMMUNICATION CABLES, AS REQUIRED. INSTALLED BY CONTRACTOR AND FINAL CONNECTION BY POS COMPANY. PROVIDE 2FT. OF EXCESS CABLE AT BOTH ENDS OF RUN. ROUTE WIRING /CONDUIT UNDER FLOOR 4/S BOX WITH SINGLE GANG PLATE WITH (2) DATA PORTS. 4/S BOX WITH SINGLE GANG PLATE WITH (1) DATA PORT. COORDINATE EXACT LOCATION OF ALL POS EQUIPMENT WITH KITCHEN CONSULTANT. SIMPLEX ISOLATED GROUND RECEPTACLE, HUBBELL #IG5261 (TYPICAL) JUNCTION BOX LOCATED IN A/V CLOSET SEPARATE INSULATED ISOLATED GROUND PER POS SYSTEM EQUIPMENT MANUFACTURER STUB UP AND CAP WITHIN OFFICE UNDER DESK AREA. VERIFY EXACT LOCATION. 1 "CONDUIT WITH (4) CAT5 CABLE POINT OF SALE COMMUNICATION CABLES, AS REQUIRED. INSTALLED BY CONTRACTOR AND FINAL CONNECTION BY POS COMPANY. PROVIDE 4 #12 ISOLATED GROUND -IG TERMINAL PAD IS INSULATED FROM THE CASE OF PANEL "POS ". CC DEDICATED ISOLATED GROUND SCHEMATIC SCALE: NTS D045 043 ROUTE THRU MECHANICAL CHASE AT CHEF'S COUNTER CHEF'S CHEF'S CHEF'S CHEF'S COUNTER COUNTER COUNTER COUNTER PRINTER PRINTER PRINTER PRINTER SCREEN SCREEN SCREEN SCREEN 162 162 4 --• DIM -11B tYi � b IG 00 1 I Car1er ■Burgess CARTER 8 BURGESS, WC. 1420 WEST MOCKINGBIRD LANE, #800 DALLAS, TEXAS 75247 -4925 EXPIRES: 09-30-2008 03.11.2008 CO LL1 co F— w 0 :cw i— Z 0 ill - Cl)0 co Li:co 0 ura- 1— 7755 CENTER AVE STE. 300 HUNTINGTON BEACH, CA. 92647 REVISIONS: INLINE CAB JOB NUMBER: 024203.014 DATE ISSUED: 01 -25 -08 FOR PERMIT ISSUES: HEALTH DEPT PERMIT CONSTRUCTION SHEET CONTENTS: ELECTRICAL DETAILS SHEET NUMBER: MAR 17 2008 PER' , BIM !k E4.1 11 /30/07 01 /25/08 03/11 /08 MAY ing I CI ®m ED CI el 0 0 p 01111111 01111111 1111111111111111111 11 1111111111111111 IImIm111111111I111ll11 .n x 11 uiwuiwmwuuuum�e mint 11101111111111111 111111111IllIll S 11 �I, MEMO HIM 1011111111 f111111,nnerm i4.';n'n Ili 1►J m Imo Ilhtnttw 11111 111iiu ' 1 1111111 IM 111111! u NIY 111 111 i11Il11l�uiN Ill Ill iii I1 I f 1 !11 111 ° m E to moi � II Inmmd 11111 � L� �t�xuun 1 I II �1 III I IIiIhlI � ' � IlMiil CI m x4( 3) 0 A 0 \22 0 I r r, 62 C fib 0 IMO 200 ID CI t. 11 206 200 �N I I fi d1 ED CI 0 0 GO ID ED 206 I Tali ,, 1mm 35 0 CD 201 208 ED (CC. 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Ji 1 Li4 a f -`'• A I .ceF- , I $ , v _ - L ISx54 1. 54 - 18x54 1.5x54 5T 5 5T 55 31 \V \ \, 4 NZEIF CD ED CD tf 5445 / %c _ 24x-15 � %'.•. r kV -� 34x30 5T %AI.Iur5 du SA-114- ID ID Gib ) ID CI 24x.30 5T r veg� S11 6../ 29 r"— r r_' i L J ark CD / = \ k se 10 • • ( \ \ 204 \ _ 9 - c ,® CASK SHELF • -- - - - - - j (144) 74 $0 rL rC.OL 211 v I CI 1 CD ED COME,' V I D14. 229 0 MATCH LINE SEE 8HEE _ 1 1 _ 1 1 _ 1 1 _ 1 1 _ 200 I • - LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER `POSSESSIONS. H LINE SEE SHEET K-1, 2 1 1 1 1 I I 1 I A 1 I I I I I I -'HOT WATER `GENEi4ATION AND • DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. DRAINBOARDS UTENSIL RACKS OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR .NEC UTENSIL HOLDING ..BEFORE CLEANING AND AFTER SANITIZING. I • _ - WAREWASHING /DISHWASHING SINK COMPARTMENTS L• SHAL BE LARGE ENOUGH TO ACCOMMODATE - IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. It is strongly recommended that hot water for the restroom hand wash sinks be plumbed .from the main hot water heater. instead of using an instant warm type water heater unit Under each sink. . • H 2 I M I I_ I I I I_ 1 I ��.. I I 1 I PLUMBING SYSTEMS SHALL BE DESIGN CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL'STATUES, REGULATIONS AND ORDINANCES) 11 I1 11� /I1 I1 ∎ 1 III II II II 11 (21) - 8:TATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD - FOOL? AT Ai DEGREES FAHRENHEIT OR BELOW II! (DOWN FRON145 DEGREES) ,2j) 4. - —L \ I • -C —r\ir<j) 1 -10 -14=7J EQUIPMENT PLAN GENERAL NOTES I. TI-1E GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURNG THAT THE KE.C. RECEIVES COPIES OF ALL ADDENDUM AND CHANGES TO BUILDING PLANS WHICH ARE MADE PRIOR TO AND DU-RING CONSTRUCTION. fP THIS INFORMATION IS NOT DELIVERED TO KE.C. SENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED LOCATIONS AND EQUIPMENT REQUIREMENTS ONLY, AND DO NOT fRELIEVE THE GENERAL CONTRACTOR AND SUB CONTRACTOR OF TI-IE 'RESPONSIBILITY OF COMPLYING UJITI-1 ALL Appl_FCA5LE CODES. 3. pROvISIoN SklotILD EE MADE TO 'DOUBLE 4ND/oR SOUND PROOF COItION WALL BY GENERAL CONTRA,CTOR WHERE NOI6r OR AERATION PRODUCING EOLIfFMENT fS LOCATED ADJACENT TO DINING AREAS, 4. GENERAL CONTRACTOR SI-IALL BE RESPONSIBLE FOR ALL GENERAL CLEAN UP AND r)15PO$AL oF ALL TRASK C,ARTONS, CRATES, DEERJS, ETC. AFTER FINAL INSTALLATION OF ALL FIXTURES. 5. GEI•IERAL CONTRACTOR TO CUT OR PROvIDE140LES THROUGH CEILING, R0c75 AND WALLS FOR DUCTS, ETC_ IN AC-CORDANCE WIT14 DUCT SIES SPECIFIED E3 KEG PLAN. GENERAL CONTRACTOR ALSO TO PROVIDE ALL DUCT FIRE SEPARATION ENCLOSURES, WRAPPINGS, ETC. AS MAY ESE REQUIRED BY LOCAL BUILDING AND FIRE CODES. SPRNKLER HEADS IN FREEZER BOXES BE ADEQUATELY PROTECTED AGAINST FREEZING UP BY GENERAL CONTRACTOR CIENER.AL CONTRACTOR I5 TO VERIFY ALL ROUGH-IN LOCATIONS BEFORE SLAB IS POURED, TI-IE WALL AND CEILINGS ARE CLOSED, OR ANY OTHER WORK LIMITING ACCESS TO ROUGH-ENS IS FINISHED. IT IS 71-IE GENERAL CONTRAC1ROR'S RESPONSIBILITY TO CONPIFI THE ACCURATE PLACEMENT OF ROLY-sH-INS AND COORDINATE PLACEMENT WITH ANY OTHER R.EQUIRE OF SUBTRADES. APPROVED SUMOT TO ORDINANCE JAN By , - KITCHEN HAND WASIISINKS SHALL BE do FAUCETS SHALL PROVIDE A - :FiokoF WATER FOR AT LEAST,15 SECONDS. :FOOD SERVICE OPERATION AREA FLOORS, .FLOtik COVERINGS, WALLS, WALL_ , .- BrEASILY CLEANABLE ',=• FOOileilDilOineht that is deiiified foe aanitaiion ti084b 043 RECEIVED ALutit SQUARE PRE INSPECTION BY IVY K!,':;c7i COUNTY HEALTH Nit:44 is TIEQUIRED PRIOR ' AVAILABLE FILE COPY Pftrmit RECEIVEF JAN 2 9 2008 PERMIT CENTEh nrr TriMark Foadservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614-6269 This pion and the designs herein ore the sole property of Trimork Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of Irk Raygal company officer. Any desired deviations to this pion must be approved in writing by Trimork Raygal before such work is done. It is the responsibility of anyone uSing this plan to read and becorre familiar with all information shown hereon including any list of notes. Measurements on this plcin are from available information. Trimork Raygal will not assume any responsibility for the accuracy of such information. Fahricotors, contractors, etc_ using this plan are to confirm all information on this plan with the job site. All information on this plan for the general contractor or the general con- tractor's subcontractors to perform (plumbing. dectrical. curbs, walls, building openings, etc-) are for the sole purpose of equipment requirements; reference is mode to the owner or architeduni plans for engineering or rating of items not supplied by Trinbork RoygaL Trimark Raygal will not assume any respon- sibility for engineering thereof. All btulding work thereof shall be by the general contractor including all roughing-in and find connections and of runs to equipment and in- cluding all fittings or any other parts moteriats or labor for such work. If any such work is in Trimork Raygol contract, it will specifically be indicated on this pfan; if it is not specifically incfccrted on this pion, it is not a part of Trimark Raygcd controct and shall be provided by others_ Trimork Ronal wEl assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart, etc.) or changes by the owner,. architect or any ether person outside of Trirnork Raygcd with authority to the de:sign. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections ore mode by Trimark RaygaL Using this plan is admit- tance that ail information on this plan has been examined and compared with other plans (exampl architectural plans) and any inconsistencies, errors, ambiguiges or omis- sions hove been reported to Trirnark Rargal far written correct before completing bids or commencing any work hereunder. No addtionol allowance will be mode for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber Of electrician unFess specifically kid on this plan 11 Ei HEALTH DEPT. PLAN CHECK and orn!ssior SHEET NUMBER APPLICANT COPY O PROGRESS PRINT O BUILDING DEPT. PLAN CHECK O BID SET O CONSTRUCTION SET A qq- ce co z co 0 0— - "w 0 JOB NUMBER : 5131 L) I FNIENT PLAN —� _J I---J PARTIAL PLAN VIEW REFIGERATION RACK ITEM # 1 VERIFY EXACT LOCATION WITH ARCHITECT AND ENGINEER MAY ing I CI ®m ED CI el 0 0 p 01111111 01111111 1111111111111111111 11 1111111111111111 IImIm111111111I111ll11 .n x 11 uiwuiwmwuuuum�e mint 11101111111111111 111111111IllIll S 11 �I, MEMO HIM 1011111111 f111111,nnerm i4.';n'n Ili 1►J m Imo Ilhtnttw 11111 111iiu ' 1 1111111 IM 111111! u NIY 111 111 i11Il11l�uiN Ill Ill iii I1 I f 1 !11 111 ° m E to moi � II Inmmd 11111 � L� �t�xuun 1 I II �1 III I IIiIhlI � ' � IlMiil CI m x4( 3) 0 A 0 \22 0 I r r, 62 C fib 0 IMO 200 ID CI t. 11 206 200 �N I I fi d1 ED CI 0 0 GO ID ED 206 I Tali ,, 1mm 35 0 CD 201 208 ED (CC. ILA ..� ■iiI , ��1® I IA I ,•;...\ Al r li . H i; li I I -.4 n , , - - 1 P CD CD — I r i 30 34 11 0 51 • • ID 4 x54 ...YIII 10V 101 (204 .,..rr ,f 'i rte:- row9ra:� - .Si:6r �? '�Sfi s ✓ 5 vr-v :�q. r vy;,;•;;,•,$ - ,rrr�- {r�rr'l�n� �� •�"�ar` �.`•S` .d.'.�''.r.�.r"�i� .�..__.. ^ r." T rTa "" �'a�'� ead.:L4s' l � �`It 4 ,,.� �' e ID E0I000 EE 0000 00 i P a.1 !.ice amp /, 0 000ED ID + 4� r�� - rte w iI? 7r � i a I LIM 111 'ffavragi CD I CI CDT 0 C t! ® CI CD ED 0 160 0 CD CD CD CD CD m int 0 ACIL 0 CI ( 5T gm! ; [N ► � ;.�� � � 6 i •; abliNPRCI D Ci 43 ID ED 0 CD CI CID DODO CPED CI g ► ® 1®G) ® y l GE) CD ,ID 43 ID M€ 300 0 a 113 41:3 chi 1 !! Ji 1 Li4 a f -`'• A I .ceF- , I $ , v _ - L ISx54 1. 54 - 18x54 1.5x54 5T 5 5T 55 31 \V \ \, 4 NZEIF CD ED CD tf 5445 / %c _ 24x-15 � %'.•. r kV -� 34x30 5T %AI.Iur5 du SA-114- ID ID Gib ) ID CI 24x.30 5T r veg� S11 6../ 29 r"— r r_' i L J ark CD / = \ k se 10 • • ( \ \ 204 \ _ 9 - c ,® CASK SHELF • -- - - - - - j (144) 74 $0 rL rC.OL 211 v I CI 1 CD ED COME,' V I D14. 229 0 MATCH LINE SEE 8HEE _ 1 1 _ 1 1 _ 1 1 _ 1 1 _ 200 I • - LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER `POSSESSIONS. H LINE SEE SHEET K-1, 2 1 1 1 1 I I 1 I A 1 I I I I I I -'HOT WATER `GENEi4ATION AND • DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. DRAINBOARDS UTENSIL RACKS OR TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED ITEMS SHALL BE PROVIDED FOR .NEC UTENSIL HOLDING ..BEFORE CLEANING AND AFTER SANITIZING. I • _ - WAREWASHING /DISHWASHING SINK COMPARTMENTS L• SHAL BE LARGE ENOUGH TO ACCOMMODATE - IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. It is strongly recommended that hot water for the restroom hand wash sinks be plumbed .from the main hot water heater. instead of using an instant warm type water heater unit Under each sink. . • H 2 I M I I_ I I I I_ 1 I ��.. I I 1 I PLUMBING SYSTEMS SHALL BE DESIGN CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL'STATUES, REGULATIONS AND ORDINANCES) 11 I1 11� /I1 I1 ∎ 1 III II II II 11 (21) - 8:TATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD - FOOL? AT Ai DEGREES FAHRENHEIT OR BELOW II! (DOWN FRON145 DEGREES) ,2j) 4. - —L \ I • -C —r\ir<j) 1 -10 -14=7J EQUIPMENT PLAN GENERAL NOTES I. TI-1E GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURNG THAT THE KE.C. RECEIVES COPIES OF ALL ADDENDUM AND CHANGES TO BUILDING PLANS WHICH ARE MADE PRIOR TO AND DU-RING CONSTRUCTION. fP THIS INFORMATION IS NOT DELIVERED TO KE.C. SENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED LOCATIONS AND EQUIPMENT REQUIREMENTS ONLY, AND DO NOT fRELIEVE THE GENERAL CONTRACTOR AND SUB CONTRACTOR OF TI-IE 'RESPONSIBILITY OF COMPLYING UJITI-1 ALL Appl_FCA5LE CODES. 3. pROvISIoN SklotILD EE MADE TO 'DOUBLE 4ND/oR SOUND PROOF COItION WALL BY GENERAL CONTRA,CTOR WHERE NOI6r OR AERATION PRODUCING EOLIfFMENT fS LOCATED ADJACENT TO DINING AREAS, 4. GENERAL CONTRACTOR SI-IALL BE RESPONSIBLE FOR ALL GENERAL CLEAN UP AND r)15PO$AL oF ALL TRASK C,ARTONS, CRATES, DEERJS, ETC. AFTER FINAL INSTALLATION OF ALL FIXTURES. 5. GEI•IERAL CONTRACTOR TO CUT OR PROvIDE140LES THROUGH CEILING, R0c75 AND WALLS FOR DUCTS, ETC_ IN AC-CORDANCE WIT14 DUCT SIES SPECIFIED E3 KEG PLAN. GENERAL CONTRACTOR ALSO TO PROVIDE ALL DUCT FIRE SEPARATION ENCLOSURES, WRAPPINGS, ETC. AS MAY ESE REQUIRED BY LOCAL BUILDING AND FIRE CODES. SPRNKLER HEADS IN FREEZER BOXES BE ADEQUATELY PROTECTED AGAINST FREEZING UP BY GENERAL CONTRACTOR CIENER.AL CONTRACTOR I5 TO VERIFY ALL ROUGH-IN LOCATIONS BEFORE SLAB IS POURED, TI-IE WALL AND CEILINGS ARE CLOSED, OR ANY OTHER WORK LIMITING ACCESS TO ROUGH-ENS IS FINISHED. IT IS 71-IE GENERAL CONTRAC1ROR'S RESPONSIBILITY TO CONPIFI THE ACCURATE PLACEMENT OF ROLY-sH-INS AND COORDINATE PLACEMENT WITH ANY OTHER R.EQUIRE OF SUBTRADES. APPROVED SUMOT TO ORDINANCE JAN By , - KITCHEN HAND WASIISINKS SHALL BE do FAUCETS SHALL PROVIDE A - :FiokoF WATER FOR AT LEAST,15 SECONDS. :FOOD SERVICE OPERATION AREA FLOORS, .FLOtik COVERINGS, WALLS, WALL_ , .- BrEASILY CLEANABLE ',=• FOOileilDilOineht that is deiiified foe aanitaiion ti084b 043 RECEIVED ALutit SQUARE PRE INSPECTION BY IVY K!,':;c7i COUNTY HEALTH Nit:44 is TIEQUIRED PRIOR ' AVAILABLE FILE COPY Pftrmit RECEIVEF JAN 2 9 2008 PERMIT CENTEh nrr TriMark Foadservice Design, Equipment and Supplies 2719 WHITE ROAD IRVINE, CA 92614-6269 This pion and the designs herein ore the sole property of Trimork Raygal and may not be reproduced, changed or used by anyone, in part or whole, without the written permission of Irk Raygal company officer. Any desired deviations to this pion must be approved in writing by Trimork Raygal before such work is done. It is the responsibility of anyone uSing this plan to read and becorre familiar with all information shown hereon including any list of notes. Measurements on this plcin are from available information. Trimork Raygal will not assume any responsibility for the accuracy of such information. Fahricotors, contractors, etc_ using this plan are to confirm all information on this plan with the job site. All information on this plan for the general contractor or the general con- tractor's subcontractors to perform (plumbing. dectrical. curbs, walls, building openings, etc-) are for the sole purpose of equipment requirements; reference is mode to the owner or architeduni plans for engineering or rating of items not supplied by Trinbork RoygaL Trimark Raygal will not assume any respon- sibility for engineering thereof. All btulding work thereof shall be by the general contractor including all roughing-in and find connections and of runs to equipment and in- cluding all fittings or any other parts moteriats or labor for such work. If any such work is in Trimork Raygol contract, it will specifically be indicated on this pfan; if it is not specifically incfccrted on this pion, it is not a part of Trimark Raygcd controct and shall be provided by others_ Trimork Ronal wEl assume no responsibility for work done by the general contractor or a subcontractor of the general contractor or any changes made necessary by local codes (including: Building, Health Depart. ordinances, Fire Depart, etc.) or changes by the owner,. architect or any ether person outside of Trirnork Raygcd with authority to the de:sign. This plan becomes void upon such changes and work cannot be completed until the appropriate corrections ore mode by Trimark RaygaL Using this plan is admit- tance that ail information on this plan has been examined and compared with other plans (exampl architectural plans) and any inconsistencies, errors, ambiguiges or omis- sions hove been reported to Trirnark Rargal far written correct before completing bids or commencing any work hereunder. No addtionol allowance will be mode for such work unless it is agreed before acceptance of bids. Plumbing or electrical parts not supplied with the equipment as a standard item shall be provided by the plumber Of electrician unFess specifically kid on this plan 11 Ei HEALTH DEPT. PLAN CHECK and orn!ssior SHEET NUMBER APPLICANT COPY O PROGRESS PRINT O BUILDING DEPT. PLAN CHECK O BID SET O CONSTRUCTION SET A qq- ce co z co 0 0— - "w 0 JOB NUMBER : 5131 L) I FNIENT PLAN