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HomeMy WebLinkAboutPermit D12-164 - BEVERAGES & MORE - TENANT IMPROVEMENTBEVERAGES & MORE 17197 SOUThCENTER PY D12 -164 City oftukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049069 Address: 17197 SOUTHCENTER PY TUKW Suite No: Project Name: BEVERAGES & MORE Permit Number: D12 -164 Issue Date: 07/20/2012 Permit Expires On: 04/10/2013 Owner: Name: CENTER PL SHOPPING CTR LLC Address: C/0 THOMSON REUTERS PTS , 2235 FARADAY AVE SUITE 0 92008 Contact Person: Name: JERRY VEILUVA Address: 1250 45 ST, SUITE 340 , EMERYVILLE CA 94608 Contractor: Name: TERRA NOVA INDUSTRIES Address: 1607 TICE VALLEY BL , WALNUT CREEK CA 94595 Contractor License No: TERRANI090J9 Lender: Name: SELF FUNDED - BEVERAGES & MORE Address: Phone: 510- 428 -2491 Phone: Expiration Date: 11/29/2012 DESCRIPTION OF WORK: NEW TENANT - INTERIOR REMODEL ONLY, WITH EXCEPTION OF NEW ROLL -UP DOOR OPENING, TO INCLUDE NEW RESTROOMS FOR MEN & WOMEN, BREAKROOM, STOCKROOM AND RECEIVING OFFICE AND SALES AREA FOR RETAIL. Revision #2 AFTER PERMIT WAS ISSUED STIORM DRAINAGE EXTENSION TO ACCOMMODATE A 5FT WIDE LANDING AND ACCESS RAMP FOR THE NEW ROLL -UP DOOR. Value of Construction: $300,000.00 Fees Collected: $5,977.64 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -164 Printed: 11 -29 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N Y Water Main Extension: Water Meter: N Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Permit Center Authorized Signature: Date: < <_, I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performancg of 4&k. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D12 -164 Printed: 11 -29 -2012 7: All food preparation establishments mus e Seattle/King County Department of Publi alth sign -off prior to opening or doing any food processing. Arrangement final Health Department inspection shall billiPde by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: IBC -7/10 D12 -164 Printed: 11 -29 -2012 travel. Access to exits shall be marked by re • y visible exit signs in cases where the exit or e path of egress travel is not immediately visible to the occu . Exit sign placement shall be such that no in an exit access corridor is more than 100 feet (30,480 mm) or e listed viewing distance for the sign, whiche r is less, from the nearest visible exit sign. (IFC 1011.1) 25: 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) 26: 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) 27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 28: 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) 29: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 30: 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) 31: All new sprinlder systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 32: 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 #2328) 33: 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 #2328) (IFC 104.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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. 37: 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) 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 39: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 41: ** *PLANNING DEPARTMENT CONDMONS * ** doc: IBC -7/10 D12 -164 Printed: 11 -29 -2012 42: Signs are not approved as part of this plit. A separate sign permit is required. 43: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** • 44: THE APPLICANT OR CONTRACTOR SHALL CALL Public Works minimum 24 hours in advance to schedule a mandatory pre - construction meeting with Public Works Project Inspector. The applicant must notiy the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 45: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 46: Any material spilled onto any street shall be cleaned up immediately. 47: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 48: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. doc: IBC -7/10 D12 -164 Printed: 11 -29 -2012 City oikukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049069 Address: 17197 SOUTHCENTER PY TUKW Suite No: Project Name: BEVERAGES & MORE Permit Number: D12-164 Issue Date: 07/20/2012 Permit Expires On: 01/16/2013 Owner: Name: CENTER PL SHOPPING CTR LLC Address: C/0 THOMSON REUTERS PTS , 2235 FARADAY AVE SUITE 0 92008 Contact Person: Name: JERRY VEILUVA Phone: 510- 428 -2491 Address: 1250 45 ST, SUITE 340 , EMERYVILLE CA 94608 Contractor: Name: TERRA NOVA INDUSTRIES Address: 1607 TICE VALLEY BL , WALNUT CREEK CA 94595 Contractor License No: TERRANI090J9 Lender: Name: SELF FUNDED - BEVERAGES & MORE Address: Phone: Expiration Date: 11/29/2012 DESCRIPTION OF WORK: NEW TENANT - INTERIOR REMODEL ONLY, WITH EXCEPTION OF NEW ROLL -UP DOOR OPENING, TO INCLUDE NEW RESTROOMS FOR MEN & WOMEN, BREAKROOM, STOCKROOM AND RECEIVING OFFICE AND SALES AREA FOR RETAIL. Value of Construction: $300,000.00 Fees Collected: $5,155.64 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -164 Printed: 07 -20 -2012 • • Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: L):211— Date: dV 12_ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. doc: IBC -7/10 D12 -164 Printed: 07 -20 -2012 7: All food preparation establishments must e Seattle /King County Department of Public lth sign -off prior to opening or doing any food processing. Arrangement final Health Department inspection shall bete by calling Seattle /King County Department of Public Health, (206/29 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. 13: ** *FIRE DEPARTMENT CONDITIONS * ** 14: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 22: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 23: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 24: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: IBC -7/10 D12 -164 Printed: 07 -20 -2012 travel. Access to exits shall be marked by r ly visible exit signs in cases where the exit oe path of egress travel is not immediately visible to the occ s. Exit sign placement shall be such that no t in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whiche er is less, from the nearest visible exit sign. (IFC 1011.1) 25: 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) 26: 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) 27: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 28: 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) 29: 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) 30: 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) 31: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2327). 32: 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 #2328) 33: 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 #2328) (IFC 104.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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. 37: 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) 38: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and #2328) 39: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 40: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 41: ** *PLANNING DEPARTMENT CONDITIONS * ** doc: IBC -7/10 D12 -164 Printed: 07 -20 -2012 42: Signs are not approved as part of this p t. A separate sign permit is required. doc: IBC -7/10 D12 -164 Printed: 07 -20 -2012 CITY OF IT K14.44,A Community Develop, .1 Department Public Works Department Permit Centeir 6300 Southeenter Blvd, Suite /00 Tukwila, WA 98188 haff'./wWW.Illi■Wi la WA go‘ Building Per Project No. Date Application Accepted: S [I f ..)„. Date Application Expires: 0.---(171), (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: Tenant Name: King Co Assessor's Fax No.: 1 ic)-1 A-R--(1) Mo PROPERTY OWNER Name: A Address: 02, MALL. 9u) city: CONTACT PERSON — person receiving all project communication Name. J42-F_y hregt1/4- -ti P i if Address: i.-2,51? 4„.1,3...r, 5,f_ 341.) C'ity: 0 i j i t., i... 6 State: .6..A zi6titt,ci phone:riiv 4 Fax: 5--,' s____±,pf,,i, 1 Elliaii.2.111 k, 1,41/14A-PHI) A -fl' PL61-1-1TGE. 1 GENERAL CONTRACTOR INFORMATION Company Name: Address: City: Phone: State: Zip: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H '4App:icationsTurrns- Applications On Line 2.01 A2plicationsTerart Application kev■sed - 8-9- I I does Revlsed August 201 oh Suite Number: Floor: New Tenant: Yes 1.. No AlICIITFECT OF RECORD Company Name: •11-11)/1- Architect Name: P 1-1- P Address:i City: stle,:a_ &. Phone. -4iS- 2441I Fax: f.„,2_,y. 1&,) tth-tggj 0/1 -Aah 7e-4p 49,,, ENGINEER OF RECORD 1 ..t- 1 11. riiA, ■.. .... Friginern4:14_, L . A V 6 . . . . - 1 A 1 Addrnst w65.1- .... vi._11,N, Ave 5 TE..... 101 i City:50N 0111 ti - Sta4c_ 414-SV Phone:*ps - 522 Email: LENDER/BONO ISSUED ( greater per RCW 19.27.095) ed for projects $5,000 or Name: 5..-61-E ro,j126-17 Address: 1,114t -r sts:v6---vz.pccio, 1\4 State: Zip: City: Page 1 0 f 4 ,DING PERMIT INFORMATION — 204 -43I -3470 Valuation of Project (contractor's bid price): S Describe the scope of work (please provide detailed information): Existing Building Valuation: Lv `, qr2 ,7 ►s .- Maw u,)z-f eNi/, Will there be new rack storage? X ... Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square )Footage Beta Existing„ Interior Remodel Addition to Existing Structure /4/1/- Floor. 2 "d Fl /df `7J y, Type of Construction per IBC Type ol - Occupancy per IBC 3Ca H:}'oor Floo Basement PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes Compact: } Iandicap: No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 2"x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H .Applicahonshorrns- Applications On Lute 12011 Appiicahons$ermit Application Revised d -41 i docx iced August 201 bh Page 2 of 4 PERMIT; APPLtCATIONN OTES 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. 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: V IZE ENT: Print Name: Mailing Address: ago 4 -/ y / 5 7.9072g Date: ✓ ; II/ /2 Day Telephone: 5/0, ctkodb 1 H:Wpplications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docc Revised: August 2011 bh Citg State Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2623049069 Address: Suite No: Applicant: BEVERAGES & MORE 17197 SOUTHCENTER PY TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D12 -164 ISSUED 05/11/2012 07/20/2012 Receipt No.: Initials: User ID: Payee: R12 -03215 WER 1655 Payment Amount: $759.00 Payment Date: 11/29/2012 10:44 AM Balance: $0.00 RONALD TAYLOR (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 029773 759.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PW PERMIT /INSPECTION FEE PW PLAN REVIEW 000.345.830 000.342.400 000.345.830 Total: $759.00 63.00 348.00 348.00 rinn. RP.i Ant -(1R Printari• 11- 7Q -7R17 Parcel No.: Address: Suite No: Applicant: 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.Tukwila WA.00v 2623049069 17197 SOUTHCENTER PY TUKW BEVERAGES & MORE RECEIPT Permit Number: Status: Applied Date: Issue Date: D12 -164 ISSUED 05/11/2012 07/20/2012 Receipt No.: R12 -02273 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 08/02/2012 02:14 PM Balance: $0.00 Payee: TERRA NOVE INDUCTRIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 151551 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receipt -06 Printed: 08 -02 -2012 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.Qov Parcel No.: 2623049069 Address: Suite No: Applicant: BEVERAGES & MORE 17197 SOUTHCENTER PY TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D12 -164 ISSUED 05/11/2012 07/20/2012 Receipt No.: Initials: User ID: Payee: R12 -02134 JEM 1165 Payment Amount: $3,126.40 Payment Date: 07/16/2012 11:23 AM Balance: $0.00 TERRA NOVA INDUSTRIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 150920 3,126.40 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $3,126.40 3,121.90 4.50 doc: Receipt -06 Printed: 07 -20 -2012 r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2623049069 Permit Number: D12-164 Address: 17197 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 05/11/2012 Applicant: BEVERAGES & MORE Issue Date: Receipt No.: R12 -01561 Initials: User ID: WER 1655 Payment Amount: $2,029.24 Payment Date: 05/11/2012 12:17 PM Balance: $3,126.40 Payee: HAYASHIDA ARCHITECTS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 40749 2,029.24 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 2,029.24 Total: $2,029.24 doc: Receiot -06 Printed: 05 -11 -2012 4(0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 01 2-- P4 PERMIT NO. CITY OF TUKWILA_BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 .. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: \2L * AvrP Type_gf Inspec ion e A--. kr.k 15) . , Ad ress: if 1 fl Sc PikriUArl Date Called: Date Wantecl< ? .�� j ( 1 —1 aZ. P.m. Special Instructions: sPhone Requester: No: Approved per applicable codes. El Corrections required prior to approval. 3 COMMENTS: n "T— 6014 DC. r In pector: Date — 2:7 — r 3 n REINSPECTION FEE REQUIRED. �Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION G" 6300:Southcenter Blvd., #100, Tukwila. WA 98188 r, b-- (206) 431 -3670 Permit Inspection-Request Line (206) 431 -2451 Diz -I�y Project: G3E1.) MUIZ - Type of Inspection: r�Ni AL Address:_ I�1 oC 1 Pmt Date Called: Special Instructions:- Date Wanted:. r.Z — 1-z, (gym. p.m. Requester: Phone C1XS —zU© -- 3 LiSci Approved per applicable codes. Corrections required prior to approval. COMMENTS: NI t e v,k) s ` nu410 c ()IG`S Ak Insliector: U / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter /lvd., Suite 100. Call to schedule reinspection. Dater INSPECTION RECORD Retain a copy with permit INSPECTION NO. vy PERMIT NO. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 lg.. (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Proje t.J e f - k,#5. Type Inspection: { Lcu • < <4 f 'k, • :' 41i Address: 11 I ? r-/ 5( 4�` Date Called: Special Instructions: Date Wanted:. ` a.m. Requester: Phone No: - " Approved per applicable codes. EJCorrections required prior to approval. COMMENTS: iy A- Insp\ r: ft n REINSPECTION FEE REQUIR Fior to next inspection fee must -be paid at 6300 Southcenter B1vd.. Suite 100. Call to schedule reinspection Date: t INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDINGD,IVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 (� Project: ,QfV Vi Mla e Type of Inspection: /°1AfaL 1 c Address: / 7/97 So ()Air ? / Date Called: Special Instructions: Date Wanted:. 9_27 —. /Z Vim.. p.m. Requester: rr •,` `' f Phone No: ca25- .260 - 2z/5 /^� rp / ,v r r / o ElApproved per applicable codes. EJCorrections required prior to approval. COMMENTS: c c s oA-t , o or (,) 0 J---c ' r`. ,. , r S ,Pr—e_ M (r < _C--J A -- APP_" /t4 J _ t ' 4 L___ rr •,` `' f ki e-e d A-J A- ft5 D (J /^� rp / ,v r r / o ---� Av Ar 4 4.a 1 J/ 1 Ins ector: Date. n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 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 -367 Permit Inspection Request Line (206) 431 -2451 Project: PICO 0 al r E Type of Inspection' 1iti1At Address: I -7 1r-i l r (V NIT PO Date Called: Special Instructions: c-)GaSu 1_ Date Wanted: ^-� 9 - a2(o l / m` p.m. Requester: Phone No: c94 - 760- 3uF)- .... ElApproved per applicable codes. COMMENTS: Corrections required prior to approval. (') ‘t. e.4 rte.- -- AIQ.P' A41 - Pt.) A -r-A /-' Inspector: Date: •y n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must . be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit PERMIT NO.' P"r4oject: n Type of Inspection: = Address: VI I co c;oc,i "ifs Date Called: Special Instructions: Date Wanted:. - 2 _ ;a:m: p.m. Requester: Pone No: Approved per applicable codes. El Corrections required prior to approval. j COMMENTS: n / ? • I'Jk/J Inspector: • Date n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule-reinspection: 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 Permit Inspection Request Line (206) 431 -2451 Project: l 11F 44:4 S .901026 Type of Inspection: ,r/,9 C..-. -' Address: /7/97 ,So(.Air Date Called: - Special Instructions: "red O a.2.5 ' z -d / Date Wanted:. ..-- / 0 - /. ?'- .: La�m�7 P.m. Requester: Phone No: ZS - . 2 , Approved per applicable codes. a Corrections required prior to approval. COMMENTS: t 4 442,0,- /9"x.7;7‘ 1Jf gine/4'10g /Cj4 /.•f •-• 4,0,p/44.7.,/, I specfo - EINSPECTION FEE R paid at 6300 Southcent QUIRED. Prior to next inspection; fee -must be r Blvd.. Suite 100. Call to schedule reinspection.., INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING ,DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 e. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 0 F f Type of Inspection: i"■1 yo 1 n% Address: 1-71c-7 so, 0,,o-- p`i Date Called: Special Instructions: Date Wanted:. -Z3 -t2 a.m.. Vim. Requester: Phone No: CI ZS -ZG4- 3ge5 IApproved per applicable codes. EJ Corrections required prior to approval. COMMENTS: specs i -LLAt\ Date cg_ FEE REQUIRED. Pri t next inspection. fee must be p 6 at 6300 Southcenter Blvtd., Suite 100. Call to schedule reinspection. INSPECTION NO. CITY OF TUKWILA BUILDING DIVI 6300 Southcenter Blvd., #100, Tukwila. WA 98188 RM, Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit. PERMIT NO. SIGN (206)-431,36'7 Project: g-eJd A r A 41 co re Type,off- nsspectiorp. jI- 1 , �--&4 (_ r', Address: (rl Iqri Sc P4' Date Called: :.:. Special Instructions: 1 Date Wanted: /`' a m.; :P.M; Requester: Phone No: 2S ElApproved per applicable codes. COMMENTS: EJCorrections required prior to approval:-` c� DAB- 510 = - Inspectd : • n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must;be. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. {ate._... - INSPECTION RECORD Retain a copy with permit INSPECTION NO.,''. PERMIT NO. CITY OPTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit. Inspection Request Line (206) 431 -2451 bIic4 Pro'ect: - - 4 - ;�/�, 1 . C ,1 ' l (�.., Type of pection: 1 1V t) 4/ ri_ I Address: P v. Date Date Called :Z �/ / 3 S1 iIl Instructions: Date Wanted:. " a.m. -- 0 /3 Requeste : 1 to P4n : oS r VD r 34--87 Approved per applicable codes. COMMENTS:- Corrections required prior to approval. Inspector: Date: rr�� n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION. RECORD Retain a copy with permit ".t)��' �b4 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: gc2v 1M 0 Sprinklers: Type of Inspection: jr-- A t" 0. L ,„ , Address: Suite #: \1 \°`11 5,C,I? Contact Person: Special Instructions: Occupancy Type: Phone No.: <,g.,Approved per applicable codes. Corrections required prior to approval. COMMENTS: ok_-4-1) c ‘;,"L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: t51 Date: Z( Zit t Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D�a -/c, -07.x' -H =Ao3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 13 -e,4--). r ,-d A40,-. Type of Inspection: F.4 F,,,. 1, fled F i, s ■ Cevic Fiti,, i f -e f , Address: - y ? So.,+ti (ew Suite #: V P y Contact Person: i , Special Instructions: Occupancy Type: Phone No.: F 6- I i' S i ►, o k. Jo o rS Approved per applicable codes. RCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: COFA' c P 1M , 3-1- o,. o� d ; ( c, t a f // r- i vc �"i— v i-v i..; 2 /..,,C • ® 7,,o/.. ., 1 1 b1,r4.4,- 114 hdlt CI4ry o-, c :‘v- '1- 4-4_ Occupancy Type: £ h4- % 11 f - kr /414 v k (4),,t-,, 1 F 6- I i' S i ►, o k. Jo o rS ( y� ( 4d a WO ,61 "R0 e' ) .s/ l ,--1 (e.-1 4 -L oteie,.]� -L. J I r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .1 1 Date: -,1,6 . i>. Hrs.: /, j $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /s- / v DID- -- /6 PERMIT NU6BERS .CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188. 206- 575 -4407 Project: 0 0 U-ar- Ale--5 5 Pl O rC Type of Inspection: 5 P � v-er'" Address: I -7) `. -) Suite #: z. , tOK-C Contact Person: Special Instructions: t . Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: $ a- Sprinklers: Fire Alarm: Hrs.: 1 Hood & Duct: Monitor: t . Pre -Fire: Permits: o ® -A-7, c -9,r- }., Pp-Ji 1;a s /UV. 14433 hAtileiS '"" 71. . 0v9 %ems. f�; LA-6, el) -5e d1 -e,"45 Ofiar - (pti-C- } Needs Shift Inspection: $ a- Sprinklers: Fire Alarm: Hrs.: 1 Hood & Duct: Monitor: t . Pre -Fire: Permits: Occupancy Type: Inspector: I`d, --N $ a- Date: </W/ 0-- Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 TUKWILA BEVERAGES & MORE - SHIPPING ACCESS RAMP — _ ex- Engineeringi_ 17197 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 PERMIT # D -12 -164 MEM APEX JOB NO. 32347 w.. - --p.. M/, 1 October 12, 2012 �° "`` `�� NOTES: .O, ,.. 1. THE BELOW ESTIMATE IS ONLY AN ESTIMATE OF ANTICIPATED COSTS AND S LIMITED TO THE ITEMS LISTED. BECAUSE (i) ACCURATE COST ESTIMATES E MIE D FOR ALWAYS POSSIBLE AND (ii) UNFORESEEN COSTS OFTEN ARE INCURRED CODE C U MPLIANCE DURING THE COURSE OF A PROJECT, THIS PRELIMINARY CONSTRUCTION ST AP - ; • E ESTIMATE SHALL NOT BE CONSIDERED AS A GUARANTEE THAT ACTUAL CO TS WILL NOT EXCEED SUCH ESTIMATED COSTS OR THAT ALL COSTS WHICH W L BE() ) . 12 INCURRED IN ACTUAL CONSTRUCTION OF THE PROJECT HAVE BEEN INCLU ED. 2. THE UNIT PRICES ARE ESTIMATED FROM INFORMATION FROM PUBLIC SO C of Tukwila — BIVIStAAI THESE UNIT PRICES SHALL NOT BE CONSIDERED AS A GUARANTEE THAT T �UILD{N6 ACTUAL UNIT PRICES WILL NOT BE EXCEEDED. IF A MORE ACCURATE ESTIMATE IS NEEDED AN ESTIMATING SERVICE WILL BE REQUIRED. RECEIV CIT F TU �1/�LA 3. NO GEOTECHNICAL REQUIREMENTS, IF ANY , HAVE BEEN INCLUDED. OCT z. 2 12 4. NO BONDING AND INSURANCE COSTS HAVE BEEN INCLUDED PERMIT CENTS -R UNIT DESCRIPTION UNIT PRICE QUANTITY AMOUNT SITE MOBILIZE & DEMOBILIZE LS 1 $3,000.00 1 $3,000.00 SAWCUT ASPHALT LF $8.00 180 $1,440.00 DEMO EXIST 8 -INCH CMP LF $10.00 90 $900.00 CRUSHED SURFACING TOP COURSE CY $37.00 4 $148.00 ASPHALT PATCH, HMA CL.1 /2" PG 64 -22 TN $60.00 5 $300.00 ASPHALT RAMP, HMA CL. 1/2" PG 58 -22 TN $59.00 14 $826.00 ASPHALT SEAL COAT TN $500.00 0.3 $150.00 PLASTIC VALVE BOX, 6 -INCH ROUND EA $15.00 1 $15.00 REPLACE YELLOW STRIPING LS $200.00 1 $200.00 TOTAL SITE WORK $6,979.00 STORM 8 -INCH ADS N -12 LF $22.00 90 $1,980.00 DRAIN TYPE 1 CATCH BASIN EA $900.00 1 $900.00 PIPE BEDDING, 5/8" CRUSHED ROCK CY $37.00 12 $444.00 CONNECT TO EXISTING CB LS $300.00 1 $300.00 TOTAL STORM DRAIN ' t'• `. 'y..¢ $3,624.00 SUBTOTAL ` j.,�`' ';,;V %� ,, ens'. =' $10,603.00 SALES TAX @ 9.5% � ') $1,007.29 $2,322.06 OVERHEAD & PROFIT @ 20% if 1O , TOTAL ,AI, ia-/L-/L . $13,932.34 Lighting, 2009 Washington Motor, and Transformer Permit Plans Checklist LTG -CHK State Energy Code Compliance Forms for Nonresidential and M ultifamily Residential Revised November 20'10 Project Address BEVM o VIEW ILA (Date 5/4/2012 The follow ing information is necessary to check a permit application for compliance w Ith the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code • - I Section !Component !Information Required Location I on Plans Building Department Notes _. LIGHTING CONTROLS (Section 1513) L COpy E2.0, E3.0 Yes 0 1513.1 Local controVaccess Schedule w ith type, -r,;.ctjp�to e� Yes ® 1513.2 Area controls Maximum Iii�ibper sw itch N.A. ® 1513.3 Daylight zone control Schedule with type and features, indicate locations NA ^� N.A. ® vertical glazing Indicate vertical glazing on plans NA NA CODE REVIEWED FOI COMPLIAN APPROVED N.A. ® overhead glazing Indicate overhead glazing on plans N.A. 3, 1513.4 Display /exhb /special Indicate separate controls Yes ®, 0 1513.5 Exterior shut -off (a) timer w /backup Schedule with type and features, indicate location Indicate location E2 0 JUL 3 2012 Yes Yes ® (b) photocell. Indicate location E2 o Yes ® 1513.6 Inter. auto shut -off Indicate location E toUILDING Ctty Of Tukwila DIVISIC Yes ® 1513.6.1 (a) occup. sensors Schedule w ith type and locations Yes ; 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E2.0 , E3.0 N.A. L., 1513.7 HoteVmotel controls Indicate location of room master controls NA N.A. tiOrg 1513.8 Commissioning Indicate requirements for lighting controls commissioning NA EXIT SIGNS (Section 1514) Yes ® 1514 1Max. watts 'Indicate watts for each exit sign 1E0.1 1 LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes ® 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture ATTACH N.A. ® 1532 Exterior Lighting Summary Form Completed and attached. Schedule w ith fixture types, lamps, ballasts, watts per fixture ATTACH MOTORS (Section 1511) N.A. ® 1511 IBec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) N.A. E 1540 'Transformers 'Indicate size and efficiency If "no" is circled for any question, provide explanation: b1.1-- I (2y CE N RECEIVED MAY 112012 PERMIT CENTER ,f Exterior Li. htin • Summa LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and M ultifamily Residential Revised November 2010 Project Info Proj Addres B EvN o TUKW ILA Date 5/4/2012 17197 S O U T H C E N T E R PARKWAY For Building Department Use TUKW ILA ,WA Name: Appl. Name: Appl. Phone Project Description ❑ New ❑ Addition Refer to WSEC Section 1513 for controls ❑ Plans Included requirements. p Alteration and commissioning Lighting Zone (as specified by Jurisdiction) 0 7nne 1 O 7nn4 7 + 7nne 3 41 7nne 4 ("Aar Compliance Option 0 Lighting Power Allowance • Systems Analysis • Clear Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W motion sensor II Controlled by ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) and space use not changed. v No changes are being made to the lighting ❑ Less than 60% of fixtures are new , installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 600 Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Other &tries ROLL UP DOOR 20 W /LF of door w idt 7 140 Other Entries BACK E X a DOOR 20 W /LF of door w idt 3 60 Total Allow ed Tradable Watts: 200 Tradable Proposed Lighting Wattage (use rnfgr listed maximum input w attage for luminaire.) Surface Fixture Description Number of Fixtures Watts / Fixture Watts Proposed WALL M ETALHALIDE,FULLY CUT-OFF AREA LIGHT 2 86 172 Total proposed tradable w atts may not exceed the sum of total allow ed tradable w atts plus the base site allow ance. Any base site allow ance not needed to make tradable w atts comply can be applied to individual non - tradable categories. Total Proposed Tradable Watts: 172 Non - Tradable Maximum Allowed Lighting Wattage Base Site Allow ance Remaining: 600 Non- Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts / Fixture Watts Proposed Non- tradable proposed w atts may not exceed allow ed w atts for any individual surface unless the total excess watts for all non - tradable surfaces are less than 11-sa ran»ininn cite .nne Total excess Non- Tradable w atts: Site Allow ance Balance: 0 600 Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and M ultifamily Residential Revised November 2013 Project Info Project Address sEVM o TUKW ILA Date 5/4/2012 17197 SOUTHCENTER PARKWAY For Building Department Use TUKW LA ,WA Applicant Name: Applicant Address: Applicant Phone: Project Description 14109 ❑ Plans Included requirements. ❑ New Building ❑ Addition V Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 6270 • Prescriptive 0 Lighting Pow er Allow ance 0 Systems Analysis • Clear (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed ❑ Less than 60% of the fixtures new , installed w attage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan/ room #) Occupancy Description Allowed Watts per ft2 " Gross Interior Area in ft2 Allowed x Area BEVERAGE STORE 4' FLUORESCENT, (2) F32T8 RETAIL STORE 1.33 10608 14109 M ETAL HALIDE 95 MERCHANDISE DISPLAY 0.60 6270 3762 34 30 1020 "" From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allow ed Watts 17871 Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed A/A1 4' FLUORESCENT, (2) F32T8 20 58 1160 I M ETAL HALIDE 95 160 15200 J PAR LAMP TRACK LDHTS 34 30 1020 Total Aoposed Watts may not exceed Total Allow ed Watts for Interior Total Proposed Watts 17380 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 lighting, list the length of the track (in feet) in addition to the fixture, Tamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input w attage of the fixture (not simply the lanp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire w attage or length of track multiplied by 50, or as applicable, the w attage of current limiting devices or of the transformer. For low voltage track lighting fist the transformer rated w attage. Lighting Power Allowance Adjustments LTG -LPA 2009 Washington State Energy Code Compliance Forms for Nonresidential and M ultifamily Residential Revised November 2010 Project Address BEVM 0 TUKW ILA I Date 5/4/2012 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree w ith the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on w hich the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allow ed Watts per ft2" location on LTG-SUM. Adjusted Lighting Power Allowances Interior) Location (floor plan /room #) Occupancy Description Allowed Watts per ft2 "* Ceiling Height for this room Ceiling Height Iiurit for this exception"' Adjusted LPA Watts per ft2 r II c, •i CS CI r J S =� CI ®, CZ T-i 7 ^7 • CI ®, la ** From Table 15 -1 based on exceptions listed in footnotes 2009 Washin•ton State Energ Code Compliance Forms for Nonresidential and Multifamil Residential Mechanical Summary MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Info PTukwila, Oil C Project Address 17197 Southcenter Parkway Date 5/2/2012 Washington For Building Dept. REV IE• Use WED F( MPLIA VED Applicant Name: Aries Engineering Applicant Address: 111 West Evelyn Avenue, Suite 301, Sunnyvale 940 :4., s DAPP ::: Applicant Phone: 408- 522 -52 -55 Project Briefly describe system type Description mechanical and features. Plans JUL 3 1012 ' 1 / City of^^T,,kw.r BV!a • Drawings must contain notes requireing compliance with commissioning , -. itai n Includes Compliance Option is Simple System Q Complex System C Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu/h OSA CFM or Econo? SEER or EER 1pLV3 Econmizer Option or Exceptions Heat Recovery Y/N RTU -1 TRANE WSC09OA3RGa0ED 93000 530 10 YES N RTU -2 CARRIER 50TFQ009 100000 600 9 YES N RTU -3 TRANE WSC090A3RGA0XID 93000 550 10 YES N RTU -4 TRANE WSC090E3RD 94000 725 11 YES N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency's Heat Recovery Y/N RTU -1 TRANE WSC090A3RGAOxD 88000 530 10 YES N RTU -2 CARRIER 50TFQ009 96000 600 9 YES N RTU -3 TRANE WSC09OA3RGA0xD 88000 550 10 YES N RTU -4 TRANE WSCO90E3RD 86000 725 11 YES N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM Sp1 HP/BHP Flow Controls Location of Service EF -1 GREENHECK SP-8150 110 0.25 0.17 cv FLOOR R ICE N 'If available. 2 As tested according to Table 14 -1A through 14- G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable airvolume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from RECEIVED MAY 112012 p�T CENTER Du ��� 2009 Washington State Energ Code Com•liance Forms for Nonresidential and Multifamil Residential Mechanical Summary (back) MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 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. Yes (Reference Section 1421 • Simple System Allowed (section 1420) • Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. All Systems: No humidification? '; No Reheat? System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling n9 Iy. or Cooling On P; Constant vol? • Split system? • <= 84,000 Btuh? I : Economizer included? ; Air cooled? t; Packaged sys? fr, <= 135,000 Btuh? • Cooling Cap < =15 Btuh/ft2? • Heating Cap. > 0 & < =10 Btuh/ft2 If Heating Only. • <1000 cfm? • <30% outside air? • Heating Cap. < =10 Btuh/ft2? 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. Yes (Reference Section 1421 • Simple System Allowed (section 1420) • Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical State Energy Permit Plans Checklist MECH -CHK 2009 Washington Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address 17197 Southcenter Parkway (Date 5/2/2012 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, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M0.1 Yes 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss MO.1 N.A. 1411.1 Air- cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard conditions Yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule MO.1 N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans M2.1 Yea 1412.2 Deadband control Indicate 5 degree deadband minimum M6.1 No 1412.3 Humidity control Indicate humidistat Yea 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback MO.1 No 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage No 1412.4.2 Optimum Start Indicate optimum start controls No 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule Yes 1412.6 Combustion heating Indicate modulating or staged control MO.1 Yes 1412.7 Balancing Indicate balancing features on plans MO.2 No 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yes 1422 Thermostat interlock Indicate thermostat interlock on plans M6.1. Yes 1432.2.1 Temperature Reset Indicate temperature reset method MO.2 1413 Air / Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate .100% capability on schedule MO.1 No 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb No 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. No 1413.3 Integrated operation Indicate capability for partial cooling No 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements MO.2 N.A. 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested N.A. 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans Yes 1414.2 Duct insulation Indicate R -value of insulation on duct MO.2 1415 Piping Systems Yes 1415.1 Piping insulation Indicate R -value of insulation on piping MO.2 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements MO.2 Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. MO.2 Yes 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training M0.2 No 1416.3.5 Comm. Report Indicate requirements for final commissioning report No 1416.4 Compliance Chklist Submit to building official upon substantial completion. Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer MO.1 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist Continued MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Project Address 17197 Southcenter Parkway (Date 5/2/2012 The following_ ' nformation is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington-State Nonresidential Energy Code. Applicability (yes, no, na) I Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. Yea 1441 Elec. water heater Indicate R -10 insulation under tank P3.1 No 1442 Shutoff controls Indicate automatic shutoff of circulators or heat trace Yes 1443 Pipe Insulation Indicate R -value of insulation on piping P0.2 No 1444 Pump Energy Indicate method of pump energy management (Sec 1438) No 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools No 1452 Heat Pump COP Indicate minimum COP of 4.0 No 1452 Heater Efficiency Indicate pool heater efficiency No • 1453 Pool heater controls Indicate switch and 65 degree control No 1454 Pool covers Indicate vapor retardant cover No 1454 Pools 90+ degrees Indicate R -12 pool cover No 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage No 1463 Evaporators Indicate motor type and speed control No 1464 Condensors Indicate condenser cooling type, design wb temp and control No 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: KAM YAN & ASSOCIATES ON STRUCTURAL ENGINEERS P °kr en STRUCTURAL CALCULATIONS FOR PERMIT SUBMITTAL BEVERAGES & MORE, TUKWILA 17197 SOUTHCENTER PARKWAY TUKWILA, WA INA11014 MAY 2012 KYASE JOB No.: 12 204 B3 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERT CANTER 433 Hegenberger Road, Suite 204 • Oakland, CA 94621 • Tel: 510.562.0581 • Fax: 510.562.0584 email: into @kyase.com P. 1 n loam Yana &ssociats STRUCTURAL ENGINEERS PROJECT: SUBJECT: Beverage & More, - invikq Structural Calculation JOB NO.: 09 204 B3 SHEET NO.: OF CALCULATED BY: PL DATE 2012 CHECKED BY: KY DATE 2012 DESIGN LOAD, (E)Roof (E)2x6 @ 24" o.c. (E)Roofing (E)1 /2" Plywd (E)4x14 Purlin @ 10' -0" o.c. (E)Glulam Girder Misc (Ceiling, Duct, Mech. Unit) Total Load (Exclude Steel Beam Weight) (E)Stud Wall at Roof (E)2x6 @ 16" o.c. (E)Finishes (E)1/2" Plywd (E)Gysum board P. 2 DL 1.00psf 3.5opsf 1.50psf 1.00psf 1.00psf 4.00psf 12.00psf DL 1.50psf 10.00psf 1.50psf 3.00psf 16.00psf LL 20.0psf DESIGN LOAD n Kam Yan &Associals ASTRUCTURAL ENGINEERS PROJECT: Beverage & More, Tukwila SUBJECT: Structural Calculation JOB NO.: 12 204 B3 SHEET NO.: OF CALCULATED BY: PL DATE MAY 12 CHECKED BY: • KY DATE MAY 12 WIND LOAD DESIGN PRESSURES Wind Design Parameters Basic Wind Speed, V 85 mph Exposure C Least Horizontal Dimension 70 ft Mean Roof Height 18.5 ft Adjustment Factor for Building Height & Exporsure, A 1.00 Importance Factor, I 1 Roof Angle 0 degree MWFRS End Zone Width Lesser of 10% of Least Horizontal Dimension = 7.0 ft OR 40% of the Height = 7.4 ft But Not Less Than: 4% of the least horizontal Dimension = 0.7 ft OR 3.0 ft Therefore, Consider the Worst Case: a= 7.0 ft End Zone = 2a = 14.0 ft Design Wind Pressure, Ps Type Zone Surface Lable Ps30 A I„ Ps Horizontal End Wall A 15.9 1.00 1 15.9 Roof B -4.2 1.00 1 0.0 Interior Wall C 10.6 1.00 1 10.6 Roof D -2.3 1.00 1 0.0 Vertical End Wind E -13.8 1.00 1 -13.8 Lee F -9.6 1.00 1 -9.6 Interior Wind G -9.6 1.00 1 -9.6 Lee H -7.3 1.00 1 -7.3 P. 3 (E)DBL TOP PLATE, TYP. A35 CLIP EA. SIDE T &B, TYP. (E)4X14 © 10' -0" 0.C., SEE PLAN T.O. ROOF 19' -0 "t -( )6X12 A35 EA. HEAD END W/ &B (N) OPENING IL. JL _II - 7' -O" z \ \ N;W C -/ OLL UP DOO • (E)DBL STU BELOW (E)4X (E)2X6 STUD © 16" 0.C. ' (N)6X6 A34 CLIP EA. STUD, TYP. A34 CLIP EA. SIDE © DBL STUD (N)3X CRIPPLE STUD, TYP. CUT (E)2X STUD (E)3X SILL T.O. GRADE BM 0' -0" O''EKING P. 4 Title Block Line 1 You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 ood Col .. Title : Dsgnr: Project Desc.: Project Notes : Lic. # : -KW- 06007944 Description : (N)6x6 Jamb Post (P1) j, 1 i A 2.»t General Information Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height Used for non-slender calculations ) Wood Species Douglas Fir - Larch Wood Grade No.1 Fb - Tension 1,200.0 psi Fv Fb - Compr 1,200.0 psi Ft Fc - Prli 1,000.0 psi Density Fc - Perp 625.0 psi E : Modulus of Elasticity ... Basic Minimum x -x Bending 1,600.0 580.0 Load Combination 2006 IBC & ASCE 7 -05 16P CMAk) 18.50 ft 170.0 psi 825.0 psi 32.210 pcf Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Ix y -y Bending Axial 1,600.0 1,600.0 ksi 580.0 Applied Loads_ Column self weight included :125.18 lbs * Dead Load Factor BENDING LOADS... Lat. Uniform Load creating Mx -x, W = 0.0640 k/ft „ DESIGN SUMMARY ° . ly Job # Printed: 8 MAY 2012. 10:45AM 'Re a\20121204B3 Bevmo'Tukwila1200 Struct Calcslcalc:ec6z "a ENERGALC. INCr1983 201:1 ;`Bu6d 6 91.9.19; Ver 6.t 1.i31: Licensee : KAM YAN & ASSOCIATES Calculations per 2005 NDS, IBC 2009, CBC 2010, ASCE 7.05 6x6 Graded Lumber Sawn 5.50 in Allowable Stress Modification Factors 5.50 in 30.250 inA2 76.255 ink' 76.255 inA4 Cf or Cv for Bending 1.0 Cf or Cv for Compression 1.0 Cf or Cv for Tension 1.0 Cm : Wet Use Factor Ct : Temperature Factor Cfu : Flat Use Factor Kf : Built -up columns Use Cr : Repetitive ? 1.0 1.0 1.0 1.0 NDS 15.3.7 No tour, -g(bo l0 Brace condition for deflection (buckling) along columns : X -X (width) axis : Fully braced against buckling along X -X Axis Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling = 18.5 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. Bending & Shear Check Results PASS Max. Axial +Bending Stress Ratio = Load Combination Goveming NDS Formla Comp + Location of max.above base At maximum location values are ... Applied Axial Applied Mx Applied My Fc : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base Applied Design Shear Allowable Shear L "oadiCombinatiori Results 0.6261 :1 +D +W +H Mxx, NDS Eq. 3.9 -3 9.188 ft Load Combination +D +W +H +D+0.750Lr+0.750L+0.750W +H +D+0.750 L+0.750 S+0.750 W +H +0.60D +W +H 0.1252 k 2.738 k -ft 0.0 k -ft 282.76 psi 0.07195: 1 +D +W +H 0.0 ft 19.570 psi 272.0 psi Maximum SERVICE Lateral Load Reactions . . Top along Y -Y 0.5920 k Bottom along Y -Y 0.5920 k Top along X -X 0.0 k Bottom along X -X 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y -Y 1.397 in at 9.312 ft above base for load combination : W Only Along X -X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable stresses ... Bending Compression Tension Cf or Cv : Size based factors 1.000 1.000 Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum Shear Ratios Stress Ratio Status Location 0.6261 0.4696 0.4696 0.6224 PASS PASS PASS PASS 9.188 ft 9.188 ft 9.188 ft 9.188 ft 0.07195 0.05396 0.05396 0.07195 PASS PASS PASS PASS 0.0 ft 0.0 ft 0.0 ft 0.0 ft "Mal(IrilUm Reactions:- .U(1faCtoted- $ - i.`.' Note: Only non -zero reactions are listed. X -X Axis Reaction Load Combination @Base @ Top Y -Y Axis Reaction @ Base @ Top Axial Reaction @ Base W Only k Maximum Deflections for Load Combsnations ns ,- Unfactored.Loads 0.592 0.592 k k Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance W Only 0.0000 in 0.000 ft P. 5 1.397 in 9.312 ft Title Block Line 1 You can change this area using the "Settings' menu item and then using the 'Printing & Title Block° selection. Title Block Line 6 '-Wood Beam. Description : (N)6x12 Header (Gravity Load) (G/ Material Properties t,D�% Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 8 MAY 2012.10:45AM N: Fde: 0.12012120483 Bevmo Tukw i8lau2ifd 0 0 6�1w1.9.1C4;a :Vcesr\c6a`l1c1.ec6 ENERCALC, INC. 1983 2011' Licensee KAM YAN &. ASSOCIATES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7 -05 Analysis Method : Allowable Stress Design Load Combination 2006 IBC &.ASCE 7 -05 Wood Species Wood Grade : Douglas Fir - Larch : No.1 Fb - Tension Fb - Compr Fc - Pdl Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling �y� D(1.08) Lr(1.8) 4-- /041-N / 4)( 4 . " tdi h (.tkti 1 .�-- Lad o F WALE �L= /6 i I i D(0.192) i i 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi E : Modulus of Elasticity Ebend- xx 1,600.0ksi Eminbend - xx 580.0ksi Density 32.210 pcf 'Applied Loads ::: ...._,.. )Q _DL ki°txru x tIf 4 _ /oc9 reoef LL Span =7.Oft teXi -f % Z�P =doh Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0160 ksf, Tributary Width = 12.0 ft, (Wall Dead Load) Point Load : D = 1.080, Lr = 1.80 k a 1.0 ft, (Roof Dead Load) Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable 0.179 1 5.50 X 11.50 302.58 psi 1,687.50 psi Load Combination +D +Lr +H Location of maximum on span = 1.365ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.009 in Ratio = 0.000 in Ratio = 0.023 in Ratio = 0.000 in Ratio = iMaximum Forces & Stresses' for. Load Combinations;; Load Combination Max Stress Ratios Segment Length Span # M V C d C FN 9777 0 <360 3654 0 <180 Design OK 0.330: 1 5.50 X 11.50 70.18 psi 212.50 psi +D +Lr +H = 0.000 ft Span # 1 Moment Values Cr Cm Ct CL M fb Fb Shear Values V fv Fv +D Length = 7.0 ft 1 +D+Lr+H Length = 7.0 ft 1 +D+0.750Lr+0.750L+H Length = 7.0 ft 1 +D+0.750Lr+0.75QL+0.750W+H Length = 7.0 ft 1 +D+0.750Lr+0.750L+0.5250E+H 0.145 0.220 0.900 0.179 0.330 1.250 0.159 0.287 1.250 0.124 0.224 1.600 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Length = 7.0 ft 1 0.124 0.224 1.600 1.000 :: ±Overall Maximum Deflections Unfectored Loads 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.78 1.000 1.000 1.000 1.000 3.06 1.000 1.000 1.000 1.000 2.70 1.000 1.000 1.000 1.000 2.70 1.000 1.000 1.000 1.000 2.70 176.00 302.58 267.74 267.74 267.74 0.00 1215.00 0.00 1687.50 0.00 1687.50 0.00 2160.00 0.00 2160.00 0.00 0.00 0.00 1.42 33.59 153.00 0.00 0.00 0.00 2.96 70.18 212.50 0.00 0.00 0.00 2.57 61.03 212.50 0.00 0.00 0.00 2.57 61.03 272.00 0.00 0.00 0.00 2.57 61.03 272.00 Load Combination Span Max. ' " Defl Location in Span Load Combination Max. "+" Deli Location in Span D+Lr 1 0.0230 3.220 P. 6 0.0000 0.000 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 . Wood Beam Title : Dsgnr: Project Desc.: Project Notes : Lic..# : KW- 06007944 ,t Description : (N)6x12 Header (Gravity Load) Vertical : Reactions - Unfactored . Load Combination Support 1 Support 2 Support notation . Far left is #1 Job # Printed: 8 MAY 2012.10:45AM File: 0:12012120463 Bevrno Tukvnla1200'Struct Calcstcalc.ec6'• ENERCALC, INC 1983 -2011, Build.6.11 9.14, Ver.6.11.8.i "` Licensee KAM= YAN`.& ASSOCIATES Values in KIPS Overall MAXimum D Only Lr Only D+Lr 3.141 1.598 1.543 3.141 1.083 0.826 0.257 1.083 P. 7 Title Block Line 1 You can change this area using the 'Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 8 MAY 2012. 10:48A M File 0:12012120483 Bevmo Tukwila1200,Struct Calcslcalc:ecl ENERCALC, INC.-, 1983. 2011; Build 611:914; Vei 6.11;8ai;;'. Description : (N)6x12 Header (Wind Load) w( I kk, _ /6 P Material Properties (i I.A Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade Beam Bracing : Douglas Fir - Larch x9 - /4f Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Licensee': KAM YAN & ASSOCIATES Fb - Tension Fb - Compr Fc - Prll Fc - Perp : No.1 Fv Ft Beam is Fully Braced against lateral- torsion buckling W(0.144) 1,350.0 psi E : Modulus of Elasticity 1,350.0 psi Ebend- xx 1,600.0 ksi 925.0 psi Eminbend - xx 580.0 ksi 625.0 psi 170.0 psi 675.0 psi Density 32.210pcf :Applied Coeds. Uniform Load : W = 0.0160 ksf, Tributary • DESfGN.:SUMMARY.' Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable = Load Combination Location of maximum on span = Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Span = 7.0 ft Service loads entered. Load Factors will be applied for calculations. Width = 9.0 ft 0.088 1 11.50 X 5.50 182.55 psi 2,160.00 psi +D +W +H 3.500ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.031 in Ratio = 0.000 in Ratio = Maximiirn: Forces:& Stresses: for; Load: Combinations Load Combination Max Stress Ratios Segment Length Span # M V C d C FN 0 <360 0 <360 2732 0 <180 Design OK = 0.038: 1 11.50 X 5.50 10.40 psi 272.00 psi +D +W +H = 6.545 ft Span # 1 Cr Moment Values Cm Ct CL M fb Shear Values Fb V fv Fv +D +W+H Length = 7.0 ft 1 +D+0.750Lr+0.750L+0.750W+H Length = 7.0 ft 1 +D+0.750L+0.750S+0.750W+H Length = 7.0 ft 1 +0.60D +W+H 0.085 0.038 1.600 1.000 1.000 0.063 0.029 1.600 1.000 1.000 0.063 0.029 1.600 1.000 1.000 1.000 Length = 7.0 ft 1 0.085 0.038 1.600 Overall:Maximum Deflections = 'Unfactored.Loads, • Load Combination Span Max.' " Defl Location in Span 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.88 1.000 1.000 1.000 1.000 0.66 1.000 1.000 1.000 1.000 0.66 1.000 1.000 1.000 1.000 0.88 182.55 136.91 136.91 182.55 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 0.00 0.00 0.44 10.40 272.00 0.00 0.00 0.00 0.33 7.80 272.00 0.00 0.00 0.00 0.33 7.80 272.00 0.00 0.00 0.00 0.44 10.40 272.00 Load Combination Max. "+" Dell Location in Span W Only 1 0.0307 3.535 Vertical Reactions • Unfactored Load Combination Support 1 Support 2 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Overall MAXimum 0.504 0.504 P. 8 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block' selection. Title Block Line 6 •:w od`Beam: Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 8 MAY 2012.10:48AM ;File: 01201212(4B3 Beyrtrolukwila1200 Stiyet Calcslcalc ec6 ENERCAI C; INC ;1983.2011i Build 6,11;9'14; Ver6.11.8.1; Lic. #,: KW- 06007944 Licensee '•: KAM, VAN '& ASSOCIATES Description : (N)6x12 Header (Wind Load) V,erfical Reactions: = UnfacEo.red..:_;_ . Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 W Only 0.504 0.504 P. 9 0 0 0 0 0 ro 0 q 0 4 0 O BEVERAGES & MORE RETAL AREA AOJ. STORE 0 0 0 0 0 85' -0" 20' -0" 25-0" (E)2X STUD WALL .c e/ ` '(24" REPLACE (E)UNIT W/ (N)MECH. UNIT (WT. =804LB5) �(E)UNIT • PARTIAL ROOF FRAMING PLAN P. 10 1/B" = 1' -0" NORTH Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 WoodBeam° Title : Dsgnr: Project Desc.: Project Notes : Job # Printed: 8 MAY 2012, 10:48AM 1117 =4 :File; Q 12012\20483 Bevmo;Tukwila1200 Stnct CalcslcalC,e<6 a,. )e •t;»ENERCALC- INC °1983- 20N;:Build611.9. t4;:Vec6.1.118a:: lic #`:; KVV 06007944 Description : Material Properties Analysis Method : Allowable Stress Desi n Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade : Douglas Fir - Larch : No.1 Licensee : KAM. YAN & ASSOCIATES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7 -05 E : Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Fb - Tension Fb - Compr Fc - Fri] Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral - torsion buckling 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi / rkeG,1 (iWIL Density 32.210pcf A 6x10 Span =ll.Oft Applied Loads: Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.0560 k/ft, Extent = 2.250 -» 9.580 ft, Tributary Width = 1.0 ft Point Load: E = 0,1830kaa,2.250ft Point Load : E = - 0.1830 k p 9.580 ft 'DESIGN: SUMMARY _ ... Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.089: 1 6x10 108.56psi 1,215.00 psi +D 5.665ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 in Ratio = 0 <360 0.000 in Ratio = 0 <360 0.028 in Ratio = 4640 -0.004 in Ratio = 35874 Maximum Forces: &:Stresses for LoadCombinations Load Combination Max Stress Ratios Segment Length Span # M V Design OK 0.041 : 1 6x10 6.34 psi 153.00 psi +0 9.625 ft Span # 1 Cd C FN Cr Moment Values Cm Cr CL M fb Fb Shear Values V fv Fv +0 Length = 11.0 ft 1 0.089 +1.132D+0.70E+H Length = 11.0 ft 1 0.061 +1.132D -0.70E+Fl Length =11.0 ft 1 0.055 +1.099D+0.750Lr+0.750L+0.5250E- Length = 11.0 ft 1 0.058 +1.099D+0.750Lr+0.750L -0.5250E+ Length = 11.0 ft 1 0.053 +D+0.750L+0.7505+0.5250E+1-f Length = 11.0 ft 1 0.053 +D+0.750L+0.750S -0.5250E+H 0.041 0.032 0.035 0.029 0.032 0.027 0.900 1,000 1.000 1.600 1.000 1.000 1.600 1.000 1.000 1.600 1.000 1.000 1.600 1.000 1.000 1.600 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1 000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 P. 11 0.75 0.91 0.81 0.87 0.80 0.79 108.56 131.79 118.09 125.63 115.35 115.03 0.00 1215.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 2160.00 0.00 0.00 0.00 0.00 0.22 6.34 153.00 0.00 0.00 0.00 0.30 8.61 272.00 0.00 0.00 0.00 0.34 9.62 272.00 0.00 0.00 0.00 0.27 7.86 272.00 0.00 0.00 0.00 0.31 8.80 272.00 0.00 0.00 0.00 0.25 7.29 272.00 0.00 0.00 0.00 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title : Dsgnr: Project Desc.: Project Notes : 0od Bea' Job # Prnted: 8 MAY 2012.10:48AM File: -0:12012120483 Bevmo •Tukwila\200 Struct Ca cslcalc ec6 ::ENERCALC INCz1983- 2011,'Bu8d611.9.14 ;Ver6.11..6.1: Lic.. # :'KW- 06007944 ,._. Licensee: KAM YAN &'ASSOCIATES Description : Load Combination (N)6x12 at Mech Unit Max Stress Ratios Segment Length Span # M V Cd CFN Cr Moment Values Cm Ct CL M Shear Values fb Fb V fv Fv Length = 11.0 ft 1 0.048 0.030 1.600 1.000 1.000 1.000 1.000 1.000 0.72 104.75 2160.00 0.28 8.17 272.00 +0.4684D+0.70E+4-I 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 11.0 ft 1 0.029 0.018 1.600 1.000 1.000 1.000 1.000 1.000 0.43 62.75 2160.00 0.17 5.00 272.00 +0.46840 -0.70E+H 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length =11.0 ft 1 0.023 0.020 1.600 1.000 1.000 1.000 1.000 1.000 0.34 49.05 2160.00 0.19 5.42 272.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-" Defl Location in Span Load Combination Max. " +" Defl Location in Span D+E 1 0.0284 5.225 0.0000 0.000 Vertical Reactions - Unfactored, Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.312 0.343 D Only 0.190 0.221 E Only 0.122 -0.122 -E Only -0.122 0.122 D+E 0.312 0.099 D -E 0.068 0.343 P. 12 Title Block Line 1 You can,change this area using the 'Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 Title : Dsgnr: Project Desc.: Project Notes : 4W00 c: #p : KW- 06007944 Description : (E)GLB 31/8 x 131/2 (B3) 1\1 12 Material Properties LL=..o i°s" Job # Panted: 8 MAY 2012. 10:58AM " File ^Q: 12012\ 20463 BevmoTu kwila1200Stiuct;Calcacalc.ec6" 1 "ENERCi1LC, IiJC. 1983 -2011 :Build.6 91.9:14 Ver.5 11.8:°1 Licensee : KAM YAN &ASSOCIATES j nL Gut: _ to ` /42c-JA wt t = &cam Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7 -05 Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species : DF /DF Wood Grade : 24F - E18 Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral- torsion buckling 0(0.178) "ad-- "•-'" 4 $ + $ + D(0.12) Lr(0.2) 2/' t+t i $ 2400 psi 2400 psi 1700 psi 650 psi 265 psi 1100 psi E : Modulus of Elasticity Ebend- xx Eminbend - xx Ebend- yy Eminbend - yy Density 1900 ksi 980 ksi 1700 ksi 880 ksi 32.21 pcf $ t "quff,.v,."ci ,._.� T� r4{;mw :ti8s314=44 or:,g; naup Applied:Loads;' 3.125x13.5 Span = 18.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load : D = 0.0120, Lr = 0.020 ksf, Tributary Width = 10.0 ft Uniform Load : D = 0.1780 k/ft, Extent = 2.0 -» 6.50 ft, Tributary Width = 1.0 ft 'DESIGN:SUMMARY - =- . , !Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum'Force§ &:Stresses'for. Load Combinations' 0.775 1 3.125x13.5 1,860.62 psi 2,400.00 psi +D +Lr +H 8.370ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.391 in Ratio = 0.000 in Ratio = 0.715 in Ratio = 0.000 in Ratio = 552 0 <360 301 0 <180 Design OK 0.422 : 1 3.125x13.5 111.87 psi 265.00 psi +D +Lr +H 0.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C r Cm Ct Moment Values CL M fb Shear Values Fb V fv Fv Length =18.0 ft 1 0.354 0.210 1.000 1.000 1.000 +D+Lr+H 1.000 1.000 Length = 18.0 ft 1 0.775 0.422 1.000 1.000 1.000 +D+0.750Lr+0.750L+H 1.000 1.000 Length =18.0 ft 1 0.669 0.369 1.000 1.000 1.000 +0+0.7501J+0.750L+0.750W41 1.000 1.000 Length = 18.0 ft 1 0.669 0.369 1.000 1.000 1.000 +D+0.750Lr+0.750L+0.5250E+H 1.000 1.000 Length = 18.0 ft 1 0.669 0.369 1.000 1.000 1.000 " "OVerell:Maximum:Defleakiiis' Unfactored :Loads • 1.000 1.000 1.000 6.71 1.000 1.000 1.000 1.000 1.000 1.000 14.72 1.000 1.000 1.000 1.000 1.000 1.000 12.70 1.000 1.000 1.000 1.000 1.000 1.000 12.70 1.000 1.000 1.000 1.000 1.000 1.000 12.70 848.41 1,860.62 1,605.95 1,605.95 1,605.95 0.00 2400.00 0.00 2400.00 0.00 2400.00 0.00 2400.00 0.00 2400.00 0.00 0.00 0.00 1.56 55.55 265.00 0.00 0.00 0.00 3.15 111.87 265.00 0.00 0.00 0.00 2.75 97.79 265.00 0.00 0.00 0.00 2.75 97.79 265.00 0.00 0.00 0.00 2.75 97.79 265.00 Load Combination Span Max. " " Defl Location in Span Load Combination Max. " +' Deft Location in Span D+Lr 1 0.7154 8.910 P. 13 0.0000 0.000 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block' selection. Title Block Line 6 41Nood ^Bea Description : Title : Dsgnr: Project Desc.: Project Notes : (E)GLB 31/8 x 131/2 (B3) Vertical'. Reactions: = Unfactore 1 T: Load Combination Support 1 Support 2 Support notation : Far left is #1 Job # Printed: 8 MAY 2012. 10:58AM FilF6.12012120483 Bedino Tukwila1200'StriktCal stalce66 :>, ENERCALC ?INC. 1983 - 2011: 6uitd6::1:1:9.14`.Ver611:8:1izz Licensee::.KAM YAN & ASSOCIATES Values in KIPS Overall MAXimum D Only Lr Only D+Lr 3.492 1.692 1.800 3.492 3.069 1.269 1.800 3.069 P. 14 ►■ Kam ran &Associals ,1? STRUCTURAL ENGINEERS PROJECT: Beverage & More, Tukwila SUBJECT: Structural Calculation JOB NO.: 12 204 B3 SHEET NO.: OF CALCULATED BY: PL DATE MAY 12 CHECKED BY: KY DATE MAY 12 Project Site. Response Spectra Values terrasenfers imikr am THE LEADER IN ONLINE IMAGERY Address 1" Coordinates :township Ck Imagery Search FREE! Enter As Much Info As Possible Country: U^.:te3 States Street:' 17197 s0lTrICEIITER cAPK':A" City/ Place, TUKFYILA State : WA ;Z5pt Imagery Information Use. Imagery/Topos Tabs To Change Imagery Date: 72912070 Resolution: 0.3 meters Provider: DigitalGlkbe Meters /Pixel: 0.5 meters Location Information Latitude:,N 47.45067 (TAN 47° 27' 2.4" Longitude: W 122.26109 W 122° 15' 39.9.. L• ocaedn, •: Weather_; Imagery © 2012 TerraServer, Digit r7rl »rr - f t: r � a= •05e8l . x .._. Seismic Hazard Curve: and Uniforin HaiardResponse Spectra ;i = File :Help Select Analysis Option NEHRP Recommended Provisions for Seismic Regutations:1or New Buildings. and N 1_ aesatptton•11 Regon eataSet 5e.ec•■ :. D,itput ` • Al Cucidattrr; ...: .:' .. . _ ,_.. ... __.... ; enc .. • ...... _. .- ---------..---- 'Conterttunou s 4e States f freOgraphtc Re0 0fl u r.. I GotRrilttots 4B Stetes n ,. � Seismic Provisions Latitude p Longitude gitude = - 122.26301 Spectral Response Accelerations Sa and 51 �Ss and 51 - Yapped Spectra Acceleration Values j Odi8Edit100. 2003ttENRP e4mrc0estgnyP(orrewrts 2 ^ r: apt °t1':......__i: Site Class a - Fa = 1.0 ,P7 = 1.0 -- - -- LaiRat %gyp orte 1 Batta)He{ •. ._ _:._. Data are based on a 0.05 deg grid spacing L Period Se i. Isec) lgLatitude(Degree) 0.2 1.417 (Ss, Site Class B) ` 1.0 0.4 85 (51, Site Class B) ' 4T eag83 111 Cnitutte(Degrees). -- 12226301 .... .. •24.20.50.00) " -' (- 12500,' - 55.00;: I ( e?r is Paraaeter5 • • Grouadiatotlelii. lik C :ti[2.:�10tkN:. rr+ i7 �d y� .,,...� .._.._,. ,ry Cale date Ss &fit ,rCall70a.. ;�5ht & O JaluesJ Address: 17197 Southcenter Parkway Tukwila, WA P. 15 ►� KM Mil IWOWS STRUCTURAL ENGINEERS PROJECT: Beverage & More, Tukwila SUBJECT: Structural Calculation JOB NO.: SHEET NO.: CALCULATED BY: CHECKED BY: 12 204 B3 OF PL DATE MAY 12 KY DATE MAY 12 v, us :.sweua:finn,:,urw�».d.1,�✓.:.. .!+!., .9:s.lbdK. - t'Ad�a�t.- :.;.m�v:lL' -,e pEsatuCF� T,ARIA' 2007 CAL'tFORNI *W.i ,.D11 .0:646 Seismic Design Parameters MCE Spectral Response Acceleration @ Short Period, MCE Spectral Response Acceleration @ 1 sec. Period, Site Coefficient, Site Coefficient, Adjusted MCE S.R. Acceleration @ Short Period, Adjusted MCE S.R. Acceleration @ 1 sec. Period, Design S. R. Acceleration @ Short Period, Design S. R. Acceleration @ 1 sec. Period, Importance Factor, Seismic Force Resisting System Coefficient, Ss Si Fa F„ SMS SM1 SDS SD1 R Seismic Design Category 1.417 0.485 1.00 1.50 1.42 0.73 0.94 0.49 1.00 6.50 D USGS USGS ASCE7 Table 11.4 -1 ASCE7 Table 11.4 -2 ASCE7 EQ. 11.4 -1 ASCE7 EQ. 11.4 -2 ASCE7 EQ. 11.4 -3 ASCE7 EQ. 11.4 -4 2007 CBC Table1604.5 ASCE7 Table 12.2 -1 ASCD7 Table11.5 -1 :fftAige f!1T.`LATERAL FOe'ElPROC�< i3W, S' E7 05 8 }ai r ?? ` 40%4_ —r-linn Seismic Base Shear V = C5W (Eq.12.8 —1) CS = (DS)(E.12.8_2) Need not exceed : CS = SDS for T <_ T (Eq.12.8 — 3) Roof Height, h„ Natural Period, Ts Long- Period, TL Parameter, Ct Parameter, x Seismic Response Coefficient, C5 VASD = (Cs / 1.4 )= T (. CS = SoS DL forT > T� (Eq.12.8 — 4) TZCII Shall not be less than CS = 0.01(Eq.12.8 — 5) CS = O for S, >_ 0.6g (Eq.12.8 — 6) (RI ) Redundancy Factor, p = VAsQ = (Cs / 1.4 )= P. 16 18.500 0.178 12.000 0.02 0.75 0.145 0.104 1.3 0.135 ASCE7 EQ. 12.8 -7 ASCE7 Figure 22 ASCE7 Table 12.8 -2 ASCE7 Table 12.8 -2 W w n Kam Yanz &ssocials STRUCTURAL ENGINEERS PROJECT: Beverage & More, Tukwila SUBJECT: Structural Calculation JOB NO.: 12 204 B3 SHEET NO.: OF CALCULATED BY: PL DATE MAY 12 CHECKED BY: KY DATE MAY 12 SEISMICnWEIGHTATYNEW)AREA nr® SEISMIC COEFFICIENT, CS = 0.10 BASE SHEAR, V = 0.10 W WEIGHT OF RWLb,NG- Grid NOTE: Length (ft) Trib Ht. (ft) Area (sf) Wt. (psf) Trib. Wt. (KIPS) Line 1 2 5 11 A B E J 122.00 9.5 1159 16.0 18.5 18.00 9.5 171 16.0 2.7 70.00 9.5 665 16.0 10.6 70.00 9.5 665 16.0 10.6 310.00 9.5 2945 16.0 47.1 20.00 9.5 190 16.0 3.0 245.00 9.5 2328 16.0 37.2 85.00 9.5 808 16.0 12.9 TOTAL WT. = 142.9 ROOF WEIGHT Grid NOTE: Length (ft) Trib Length. (ft) Area (sf) Wt. (psf) Trib. Wt. (KIPS) Line 28690 12 344.3 TOTAL WT. = 344.3 TOTAL BLDG WT. = 487.2 BASE SHEAR, VAgp = 0.10 W = 50.6 kips = 1.76 psf P. 17 PZ KAM YAM & ASSOCIATES 101 STRUCTURAL ENGINEERS PROJECT: SUBJECT: 0 . v /& ?11z. / k/A), 1 i JOB NO.: SHEET NO.: CALCULATED BY: CHECKED BY: OF DATE DATE 7-,L r� �, = �i g � Loan( _- /. 76 i° X // /9o14 /9 7 ''?°'' LQn�th .S k GJc,r — 4/NE A - x 3' 9-'' -- 7 & L h .dc( L al( -- L/�� 3c 12-t- 9c4r ?/i igtli 13.3 / - 2, 2� < 0 o 313.35- P. 18 C�K� ' V, KAM YAN & ASSOCIATES JOB NO.: SHEET NO.: OF CALCULATED BY: DATE STRUCTURAL tNGINEER5 CHECKED BY: DATE PROJECT: SUBJECT: v /L 4, y , )1. I G. Q ..21k.povr /9.7 P5 06, 3S fit. GJatl =4.5 PST Colo < � o � = VA. //,,,t, fie 70,, a 6'‘ e .71T P. 19 n Kam Yana&socials STRUCTURAL ENGINEERS PROJECT: SUBJECT: Beverage 86 More, Tukwila Structural Calculation JOB NO.: 12 204 B3 SHEET NO.: OF CALCULATED BY: PL DATE MAY 12 CHECKED BY: KY DATE MAY 12 Lateral Forced on °Non :rultu al Coonpd en iiai 1p ifl at 40P4rtec Structuea, sf Design Data: Ip = ap = Rp = SDS =;"9. • (Section 13.1.3) (Eq. 11.4 -3) (USGS Seismic Hazard Map) (Table 11.4 -1) (Eq. 11.4 -1) Analyses and Calculations (ASCE 07.13.3): 0.4aRS W h) F,p _ p DS P 1+ 2—h P p (ASCE 07 Equation 13.3 -1) 0.3SDSIPW < Fp < 1.6SDSIpWp (ASCE 07 Equation 13.3 -2 & 13.3 -3) 1. Lateral Force for Mechanical Component anchored at Roof: z (ft) = 25 ap = Fp = 0.3SDSIPWP= 1.6SDSIPWP (13.3.1, height in structure of point of attachment) (Table13.5 -1 & 13.6 -1) 0.45 Wp 0.28 Wp 1.51 Wp h(ft)= 25 11, -.2:. Use Fp = 0.45 *Wp FP(ASD) = 0.32 *Wp P. 20 (13.3.1, average roof height of structure) v■ Kam Yap a &socials Itbl. STRUCTURAL ENGINEERS PROJECT: Beverage & More, Tukwila SUBJECT: Structural calculation JOB NO.: 12 204 B3 SHEET NO.: OF CALCULATED BY: PL DATE MAY 12 CHECKED BY: KY DATE MAY 12 f,i1::45:-V-PP51.11,,i:k.r4r.r4—, • re. iv.aesser: rtn•rtoggi.lestesta.ra ia"igran7=,lartia' Wp = 805 Ibs. Height, H = 40 in. Length, L = 88.625 in. Width, W = 53.25 in. (Max. Weight) HCG = Moment Arm @ Y-direction = Moment Arm @ X-direction = 20.0 in. 88.6 in. 53.3 in. • 4P LP "T"." -4" eismic ervice Load 4111,,1410)::Mf,',it;tflr, Seismic Design Force: Fp = 0.45 *Wp = 365 Ibs Basic Combination for Strength Design (ASCE 07 12.14.3.1.3) (1.2+0.2S0 s )D QE L +0.2S (0.9-0.2SDs )D + QE L + 1.6H 0.9-0.2SDs = 0.62 F = (0.9-0.2Sos) Wp = 496 Ibs F, = (1.2+0.2Sps) Wp = 1194 Ibs Ighetkiirepsiian130verturrtin F „ x 1-1 „ — F, x = 2 Moment Arm = -166 Ibs. 11 FnXH„—F„x L /2 — -111.1 Ibs. (CONTROL) TXX — Moment Arm 410 acf,eIA) 7.0,0. tc, ov_.) 6x 0/_Y)-ihe 70-7-0,_ 1 /1/(,./vg. r "cr-"e'L) _Sc. rik,i = KARA" 70 47".Qcoi,) *NO Mks ,s 4.12 c R,c4., ok) P. 21 (019 TUKWILA BEVERAGES & MORS- SHIPPING ACCESS RAMP — 1 �--N. _ 17197 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 PERMIT # D -12 -164 xi APEX JOB NO. 32347 N Engineering October 12, 2012 NOTES: 1. THE BELOW ESTIMATE IS ONLY AN ESTIMATE OF ANTICIPATED COSTS AND IS LIMITED TO THE ITEMS LISTED. BECAUSE (i) ACCURATE COST ESTIMATES ARE NOT ALWAYS POSSIBLE AND (ii) UNFORESEEN COSTS OFTEN ARE INCURRED DURING THE COURSE OF A PROJECT, THIS PRELIMINARY CONSTRUCTION COST ESTIMATE SHALL NOT BE CONSIDERED AS A GUARANTEE THAT ACTUAL COSTS WILL NOT EXCEED SUCH ESTIMATED COSTS OR THAT ALL COSTS WHICH WILL BE INCURRED IN ACTUAL CONSTRUCTION OF THE PROJECT HAVE BEEN INCLUDED. 2. THE UNIT PRICES ARE ESTIMATED FROM INFORMATION FROM PUBLIC SOURCES. THESE UNIT PRICES SHALL NOT BE CONSIDERED AS A GUARANTEE THAT THE ACTUAL UNIT PRICES WILL NOT BE EXCEEDED. IF A MORE ACCURATE ESTIMATE IS NEEDED AN ESTIMATING SERVICE WILL BE REQUIRED. RECEIVED CITY OF TUKWILA 3. NO GEOTECHNICAL REQUIREMENTS, IF ANY , HAVE BEEN INCLUDED. OCT 1 2 2012 4. NO BONDING AND INSURANCE COSTS HAVE BEEN INCLUDED PERMIT CENTER UNIT DESCRIPTION UNIT PRICE QUANTITY AMOUNT SITE MOBILIZE & DEMOBILIZE LS $3,000.00 1 $3,000.00 SAWCUT ASPHALT LF $8.00 180 $1,440.00 DEMO EXIST 8 -INCH CMP LF $10.00 90 $900.00 CRUSHED SURFACING TOP COURSE CY $37.00 4 $148.00 ASPHALT PATCH, HMA CL.1 /2" PG 64 -22 TN $60.00 5 $300.00 ASPHALT RAMP, HMA CL. 1/2" PG 58 -22 TN $59.00 14 $826.00 ASPHALT SEAL COAT TN $500.00 Q.3 $150.00 PLASTIC VALVE BOX, 6 -INCH ROUND EA $15.00 1 $15.00 REPLACE YELLOW STRIPING LS $200.00 1 $200.00 TOTAL SITE WORK $6,979.00 STORM 8 -INCH ADS N -12 LF $22.00 90 $1,980.00 DRAIN TYPE 1 CATCH BASIN EA $900.00 1 $900.00 PIPE BEDDING, 5/8" CRUSHED ROCK CY $37.00 12 $444.00 CONNECT TO EXISTING CB LS $300.00 1 $300.00 TOTAL STORM DRAIN $3,624.00 SUBTOTAL $10,603.00 SALES TAX @ 9.5 %;','r $1,007.29 OVERHEAD & PROFIT @ 20% AS,$2,322.06 r `C�1'r� •_ = ';, I®. `� 4��C_�i7�s_ Ai, , -I Z - /Z- $13,932.34 TOTAL I Joanna Spencer • • From: Shannon Miller <Smiller @pinnaclefamily.com> Sent: Wednesday, June 27, 2012 4:53 PM To: Joanna Spencer Subject: BevMo! Permit - 17197 Southcenter Parkway - Center Place Shopping Center Attachments: scan0470.pdf Importance: High Hi Joanna, We just spoke on the phone in regards to the above, attached is the assembly test report for the failed RPPA at Center Place. Can you confirm that this is all you need and if not, please let me know what I need to get you so that we can resolve this ASAP. Thanks! Shannon N. Miller Property Manager — Pinnacle Commercial Pinnacle Family of Companies 635 Andover Park West, Suite 107 Tukwila, WA 98188 0: 206 -575 -30801 F: 206 - 575 -1198 www.PinnacleFamily.com 1 smillerPpinnaclefamily.com `iA Please consider the environment before printing this email. CORRECTION RECEIVED JUN 2 9 2012 PERMIT CENTER i Vital Mechanic 1 Service f,f www.vitalmechanica1.com BACKFLOW PREVENTION ASSEMBLY TEST REPORT ASSEMBLY ID: NAME OF PREMISE CUAr\-( )( PkO.CC Commercial Residential ❑ SERVICE ADDRESS I' l Gi Rarb4.a ciTv V �C� 0. ZIP t8 S CONTACT PERSON SVu„n,v y,n. M^ Wet-- PHONE(2,oc1 `575 - 3oA6AX ( ) LOCATION OF ASSEMBLY ex91\t- SAQ . CY"s" Pcbpex\ -y (LX \-- - Mt, r --c,r- DOWNSTREAM PROCESS 2.re_1/V‘i.4 e 4 S4A.C1/4i ie,V.\. DCVA ❑ PB PVBA ❑ OTHER EXISTING K. REPLACEMENT ❑ PROPER INSTALLATION? YES' NO ❑ MODEL C151 ciks' SERIAL NO. 1-4 T — 014 81 SIZE 3% NEW INSTALL ❑ OLD SER.# MAKE OF ASSEMBLY 1)c,ks INTIAL TEST PASSED g FAILED ❑ DCVA /RPBA DCVA /RPBA RPBA PVBA /SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 -Z.7— OPENED AT PSID AIR INLET OPENED AT PSID LEAKED ❑ -7. rJ PSID LEAKED ❑ 754- PSID #1 CHECK7.S PSID DID NOT OPEN ❑ AIR CAP OK? 'Q €-S NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART ❑ ❑ CLEAN REPLACE PART ❑ ❑ CHECK VALVE HELD AT PSID ❑ • ❑ ❑ ❑ ❑ ❑ • LEAKED ❑ CLEANED ❑ REPAIRED ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEST AFTER REPAIRS PASSED ❑ FAILED ❑ LEAKED ❑ PSID LEAKED ❑ PSID OPENED AT PSID AIR INLET PSID #1 CHECK PSID CHK VALVE PSID .. I A AIR GAP INSPECTION: Required minimum air gap separation provided? YES L.10 DETECTOR METER RENDING ti(1 REMARKS: ReN)u,\.N- ReA,e_� \S \'Jc e1/45s e_tAAW LINE PRESSURE f 5o PSI TESTER SIGNATURE: TESTERS NAME PRINTED: Nathan Isbell REPAIRED BY: FINAL TEST BY: CALIBRATION DATE: 1/3/2012 GAUGE # 11100338 MODEL 845 -5 SERVICE RESTORED? YES. NO ❑ CONFINED SPACE? MC) CERT NO. B5041 DATE 6/20/Z0I TESTERS PHONE # (253) 266 -2095 CERT NO. 85041 DATE: DATE: I certify that this report is accurate, and I have used WAC 246-290-490 approved test methods and test equipment. E C E I \ / E CORRECTION JUN 29 2012 LTR# 1 ' Ei \%ICE AND F.EFAIR F'_>R '7. RITI C. 1E i-1.A, NI : A L S'i STFPfS: PERMIT CENTER 13106 SE 240th St I Suite 101 1 Kent, WA 98031 I Ph: 253.630.6933 l Fx: 25376- 30.69 -34 by June 26, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jerry Veiluva Hayashida Architects 1250 45th St, Suite 340 Emeryville, CA 94608 RE: Correction Letter #1 Development Permit Application Number D12 -164 Beverages & More —17197 Southcenter Py Dear Mr. Veiluva, 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 Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 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) 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, I can be reached at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -164 W:\Pennit Center \Correction Letters \2012\D12-164 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: June 13, 2012 PROJECT: Beverages & More 400 Strander Blvd PERMIT NO: D12 -164 PLAN REVIEW: Contact Joanna Spencer at (206)431 -2440 if you have any questions regarding the following comments. The City has determined that the multiple tenant building where Beverages & More is moving in has deficiencies on the domestic water supply line and fire prevention lines. Domestic Water Beverages & More space is in a strip mall that consists of two buildings separated by a breezeway. There are two (2) domestic water connections. The service that feeds the space in question is 3" - with a Reduced Pressure Principle Assembly (RPPA) installed for premise isolation. The RPPA failed the annual test in August 2011 and so is overdue. Please repair the subject RPPA, have it tested by a certified backflow tester and submit passing test report to Public Works ASAP. A separate letter was mailed to the property owner Center PL Shopping Ctr, LLC and to First Western Properties in Tacoma, WA. (W:PW Eng/Other /Joanna Spencer /Comments D12 -164) May 16, 2012 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jerry Veiluva Hayashida Architects 1250 45th St, Suite 340 Emeryville, CA 94608 RE: Incomplete Letter #1 Development Permit Application D12 -164 Beverages & More —17197 Southcenter Py Dear Mr. Veiluva, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 11, 2012 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have 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 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 messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: DI2 -164 W: \Permit Center \incomplete Letters\2012 \D12 -164 Incomplete Ltr #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: May 15, 2012. Project Name: Beverages & More Permit #: D12 -164 Plan Review: Allen Johannessen, Plans 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. General Notes, code information, specifies governing codes 2006. As of July 1 2010 City of Tukwila adopted the 2009 International Building codes. Please review plan sheets and revise plan notes to show plans and details in compliance with the current 2009 International Building codes including 2009 UPC, 2009 WSEC, 2003 ANSI as well as all other related local building codes. Code references shall be noted on the cover sheet. 2. Location of the common path of travel shall not exceed 30 feet from any point within the merchandise pad to where the occupants are required to traverse to the common path of egress, and to where two separate and distinct paths of egress travel to two or more exits are available. Due to the size of this store additional paths of egress shall be required. That additional path of egress shall be provided with the necessary emergency egress illumination. Revise the egress plan to show additional accessible common path(s) of egress leading to each egress exit. Egress plan shall show "aisle access ways" to common path of egress travel shall not exceed 30 feet, with minimum 30 inch clear width aisle access ways at any point within the merchandise pad. (1017.2 & 1017.3 Aisle access ways in Group M & 1006) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • Joanna Spencer From: Todd Reedy Sent: Wednesday, May 16, 2012 10:12 AM To: Joanna Spencer Subject: RE: Beverages & More @ 17197 SC Pkwy D12 -164 Hi Joanna, The water situation at 17197 SC Pkwy: - This is one space in a strip mall that consists of two buildings separated by a breezeway. There are two domestic water connections. The service that feeds the space in question is 3" with an RPPA installed for premise isolation. The RPPA failed the annual test in August 2011 and so is overdue. I'm not sure if you can pursue getting an RPPA installed on the other service for the strip mall, but if so it is a 2" service that does not have a backflow preventer. -The irrigation DCVA is current on testing. - The 8" fire DCDA is current on testing. - There are 3 private fire hydrants at this property that do not have Storz adapters installed on the pumper ports: -one is in the parking lot just northeast of 17197 - one is at the north end of the parking lot - one is behind the buildings in the middle of the property. Have a great day, Todd From: Joanna Spencer Sent: Tuesday, May 15, 2012 2:51 PM To: Todd Reedy Cc: Han Kirkland Subject: Beverages & More @ 17197 SC Pkwy D12 -164 Hi Todd, Are they current on their backflows? Thanks, Joanna Phone: (206)431 -2440 Fax: (206)431 -3665 Joanna.Spencer@TukwilaWa.gov /www.TukwilaWa.gov PERMANENT FILE COPY 1 D12 -164 pE • � ��I G cOPY ffl , i/! i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 012 -164 DATE: 10 -12 -12 PROJECT NAME: BEVERAGES & MORE SITE ADDRESS: 17197 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Bttifding 'vision (/- 11' I L Public Work§ Structural floe\ • gyp- -tom lo. l . 2 ire Preve tion ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-16 -12 Complete V Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: DUE DATE: 11-1 3-12 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PEld WORD 4Y • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 012 -164 DATE: 07 -25 -12 PROJECT NAME: BEVERAGES & MORE SITE ADDRESS: 17197 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued EPPARTMENTS: 4ing i ision Pu c AO Aw' /4- 1 &— ). Ire Prevention t n l n g Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07 -26 -12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 08 -23 -12 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 'PENT CO + " P GORY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -164 DATE: 06 -29 -12 PROJECT NAME: BEVERAGES & MORE SITE ADDRESS: 17197 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Publiic Works Fire Prevention Structural Planning Division ❑ Permit Coordinator 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 07 -03-12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 07 -31 -12 Not Approved (attach comments) ri DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 HERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -164 PROJECT NAME: BEVERAGES AND MORE SITE ADDRESS: 17197 SOUTHCENTER PY DATE: 05/29/12 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 11 IA C Bul ing Division Ire Prevention Pub W rk `� Structural 11— A ‘ Planrling Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 05/31/12 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 14 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/28/12 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: li Documents /routing slip.doc 02/29/12 $1143111 COON COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -164 DATE: 05 -11 -12 PROJECT NAME: BEVERAGES & MORE SITE ADDRESS: 17197 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTM N S: Building ivision Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: n Incomplete b-ct DUE DATE: 05 -15 -12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: S-1,6 --0-- LETTER OF COMPLETENESS M AILED: Departments determined incomplete: Bldg N.' Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: DUE DATE: 06-12-12 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: SITE ADDRESS: Y PERMIT NO: • o- -( (Q `f ORIGINAL ISSUE DATE: --1..- t 3. REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIA S mii/ri M MIIIIMI r -7-- 2--, Summary of Revision: • r' rp (A) 1,er s4 410 ., 9 Received by: A__ .N l, t, ,--. P REVISION NO. DATE RECEIVED STAFF FF INIT�N`- ISSUED DATE STAFF INITI S ` ' Xi- )- Summary of Revision: 0.ck\ a tvno o f -or, s.ev-N.) t Gv4at , Summary of Revision: Received by: yeA-CeC_ (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/12/2012 Plan Check/Permit Number: D-12 -164 Response to Incomplete Letter # Response to Correction Letter # Revision #, 2- after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner CITY OF TUKWILA OCT 12 2011 PERMIT CENTER Project Name: Beverages & More Store Project Address: 17197 Southcenter Parkway, Tukwila, WA 98188 Contact Person: Tony Ching, Apex Engineering PLLC phone Number: (253) 473 -4494 Summary of Revision: Per the City Building Department, a 5 -foot wide landing and access ramp is required for the new roll -up door and existing man-door at the back of the store for shipping and receiving. To accommodate the landing and access ramp within a • narrow service driveway and fire lane, an enlarged asphalt "speed bump" is proposed to extend across the width of the narrow driveway. This design option has been discussed with Al Metzler at the Fire Department and Allen Johannessen with the Building Department and received preliminary approval. Because the "speed bump" will block sheet flow runoff from flowing to an existing catch basin south of the store, a new catch basin is proposed just upstream of the "speed bump" with a pipe connection to the south catch basin. The enlarged "speed bump" will be graded to positively drain to the existing south catch basin or new catch basin. There will be now net increase of impervious area with this design. Sheet Number(s): No revisions to previously approved sheets "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1-1 Entered in Permits Plus on / 0 (14 H:\AppltcationsTorms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: July 19, 2012 PlanCheck/PermitNumber: D12 - 164 Response to Incomplete Letter # Response to Correction Letter # Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Beverages & More Project Address: 17197 Southcenter Parkway Contact Person: Mitchell Lane - Terra Nova Ind Phone Number: (925) 260 -3489 Summary of Revision: We have added a Growler station to the permitted drawings per revision 3 dated July 20, 2012. Please find attached 4 copies of sheets effected by this addition. Note: Per our conversation with Dave Larson and IBC section 1104.3.1 ,Employee Work Areas, and exception #1 we do not need to make this space accessible with a ramp. MOWED CITY OF Tl �u, 4 FJUL 2.4 2012 PERMfr cekr ; Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev Received at the City of Tukwila Permit Center by: � Entered in Permits Plus on H:\Applications \Forms - Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 201 I City tf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6/0/ 2O1 Z Plan ChecWPermit Number: D 12 - 16 Lk ❑ , Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: a' Project Address: t` 1� i L R 1 ( esoi C� w PC K Contact Person: .\OQ44 VI tg- S4c c e r fOr T Phone Number: _ Summary of Revision: °jam �%P.Llli,�rsz- 5 to- 428 -219( Toll T Gt) (.0 vv YYYI P.u: Le)e- g PPA W-04 ^ ►'e / k-.e r�oy t �.a -e.d 612r4,2 Y RECEIVED PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: a- Entered in Permits Plus on te -)-q H:\Applications\Forms- Application On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f 1 k2 Plan Check/Permit Number: D12-164 ® Response to Incomplete Letter # 1 ❑ CITYO�j Response to Correction Letter # ❑ Revision # after Permit is Issued MAY 2 9 2012 El Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: Beverages and More Project Address: 17197 Southcenter Py Contact Person: Jerry Veiluva Phone Number: 510- 428 -2491 Summary of Revision: Incomplete memo N/A per Dave Larson Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on •. ZC\ \ applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LW to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name TERRA NOVA INDUSTRIES UBI No. 601310343 Phone 9259346133 Status Active Address 1607 Tice Valley Blvd License No. TERRANI090J9 Suite /Apt. License Type Construction Contractor City Walnut Creek Effective Date 4/29/1991 State CA Expiration Date 11/29/2012 Zip 94595 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date TAYLOR, RONALD L Cancel Date 01/01/1980 Bond Amount TAYLOR, ROBYN 7 01/01/1980 SB006500069 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 ULLICO CASUALTY CO SB006500069 09/30/2010 Until Cancelled $12,000.00 10/18/2010 6 TRAVELERS CAS & SURETY CO 104363299 08/01/2004 Until Cancelled 10/19/2010 $12,000.0010/21 /2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 18 Liberty Surplus Ins Corp DGLLA0942592 09/30/2011 09/30/2012 $1,000,000.00 10 /06/2011 17 LIBERTY SURPLUS INS CORP DGLLA0942591 09/30/2010 09/30/2011 $1,000,000.00 10/04/2010 16 INTERSTATE FIRE & CAS CO SGL1002032 09/30/2009 09/30/2010 $1,000,000.00 10/06/2009 15 LIBERTY SURPLUS INS CORP DGLSF18462104509/30/2008 09/30/2009 $1,000,000.00 10/10/2008 14 LIBERTY SURPLUS INS CORP DGLSF18462103 10/30/2005 10/30/2008 $1,000,000.00 10/01/2007 13 LIBERTY SURPLUS INS CORP DGLSF184621015 10/30/2005 10/30/2007 $1,000,000.00 10/05/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni /bbip /Print.aspx 07/20/2012 C NSULTANTS STRUCTURAL ENGINEER KAM YAN & ASSOCIATES 433 HEGENBERGER RD; STE 204 OAKLAND, CA 94621 TEL: (510) 562 -0581 FAX: (510) 562 -0584 KAM YAN MECHANICAL /PLUMBING ENGINEER ACIES MECHANICAL ENGINEERS 111 WEST EVELYN AVE., STE 309 SUNNYVALE, CA. 94086 TEL: (408) 522 -5256 FAX: (408) 522 -5260 SRDJAN REBRACA ELECTRICAL ENGINEER ACIES MECHANICAL ENGINEERS 111 WEST EVELYN AVE., STE 309 SUNNYVALE, CA. 94086 TEL: (408) 522 -5256 FAX: (408) 522 -5260 JAIME SORIANO A RE A.F.F. AL. A.B. BM. BD. C.B. C.I. C LG. CLR. CER. T. CONC. DET. 0 D/W DBL. D.F. DN. D.S. D.I. E.W. EQ. F.O.F. F.O.M. F.O.S. F.R.P. F.F. FLR. F.D. F.S. FND. G.I. G.S.M. G.C. GL. G.L.B. GRD. GR. INT. GND. GYP.BD. HDR. HTR. H.P.S. H.C. H.M. HK. H.B. J ST. L.S. M.B. M.H. MAX. MECH. MTL: MIN. (N) N.C.N. N.I,C. OBSC. 0.0. 0/ 0.P.C.I. 0. F.S. PR. t PLYWD. P.V.C. Q.T. R. R.W.L. RWD. REF. RM. R.S. S.S. SCHED. SHT, SH. SLDG. S.C. SUSP. TEMP. T.P. T.O. T. TYP. W.C. WP. W.W.M. W/ WD. IATI NS ABOVE FINISHED FLOOR ALUMINUM ANCHOR BOLT AND BEAM BOARD CATCH BASIN CAST IRON CEILING CENTER LINE CLEAR CERAMIC TILE CONCRETE DETAIL DIAMETER DISHWASHER DOUBLE DOUGLAS FIR DOWN DOWN SPOUT DRAIN INLET EACH WAY EQUAL EXISTING FACE OF FINISH FACE OF MASONRY FACE OF STUD FIBERGLASS REINFORCED PANEL FINISH FLOOR FLOOR FLOOR DRAIN FLOOR SINK FOUNDATION GALVANIZED IRON GALVANIZED SHEET METAL GENERAL CONTRACTOR GLASS GLU -LAM BEAM GRADE GREASE INTERCEPTOR GROUND GYPSUM BOARD HEADER HEATER HIGH PRESSURE SODIUM HOLLOW CORE HOLLOW METAL HOOK HOSE BIBB JOIST LAMINATED SAFETY MACHINE BOLT MAN HOLE MAXIMUM MECHANICAL METAL MINIMUM NEW NO COMMON NAME NOT IN CONTRACT NUMBER OBSCURE ON CENTER OVER OWNER PROVIDED CONTRACTOR INSTALLED OUTSIDE FACE OF STUD PAI R PLUS or MINUS PLYWOOD POLY VINYL CHLORIDE QUARRY TILE RADIUS or RISER RAIN WATER LEADER REDWOOD REFRIGERATOR ROOM ROUGH SAWN SANITARY SEWER or STAINLESS STEEL SCHEDULE SHEET SHELF SLIDING SOLID CORE SUSPENDED TEMPERED TOILET PAPER TOP OF TREAD TYPICAL WATER CLOSET WATERPROOF WELDED WIRE MESH WITH WOOD ENE 1 PROJECT NAME: Beverages Sc More! 2. PROJECT DESCRIPTION: Tenant Improvement including an addition 3. PROJECT ADDRESS: 17197 Southcenter Parkway Tukwila, WA 98188 of delivery roll -up door in rear area. 4A. TENANT: Beverages & more! Inc. 1401 Willow Pass Rd., Suite 900 Concord, Ca. 94520 CONTACT: Carl Laughlin Phone (925) 349 -8485 Fax (925) 825 -3499 4B. LANDLORD: Henderson Global Investors Inc 737 North Michigan Avenue, Suite 1700 Chicago, IL 60611 CONTACT: Sean Dwyer Phone (312) 915 -9174 4C. ARCHITECT: Hayashida Architects 1250 45th St. - Suite 340 Emeryville, CA 94608 CONTACT: Don Inaba Phone:(510) 428 -2491 Fax:(510) 428 -9491 Email: don @ hayashida - architects.com 5. AREA OF LEASED PREMISES: OCCUPANT OCCUPANTS EXITS LOAD FACTOR REQUIRED Sales /Tastinq /Service Counter /Booth 9,131 SQ FT 30 305 2 Stock Room 511 SQ FT 300 2 1 Receiving Office 94 SQ FT 100 1 1 Break Room 88 SQ FT 15 6 1 Lock Up Storage 79 SQ FT 300 1 1 (E) Elec Room 89 SQ FT 300 1 1 Walk -in Box 389 SQ FT 300 2 1 Restrooms 172 SQ FT NA NA NA Corridor 162 SQ FT NA NA NA TOTAL 10,715 SQ FT 318 2 NOTE: TOTAL AREA OF STOCK RM. (511 SF) & LOCKED STORAGE (79 SF) DOES NOT EXCEED 10% OF TOTAL AREA. 511 SF + 79 SF =590 SF 10,715X10%=1072 > 590 SF 6. BUILDING USE: Retail 7. CONSTRUCTION TYPE: V -B (Fully Sprinklered) 8. OCCUPANCY: M 9. EXITS: 2 PROVIDED 10. EXIT WIDTH: 318 occupants X 0.15 = 47.7 INCHES REQUIRED MAIN EXIT DOOR WIDTH: 318 of occupants /2 = 159 (HALF half of total occupant load X 0.15 1 MAIN ENTRANCE /EXIT DOOR = 72 INCHES 1 EXIT DOOR(S) FROM SALES = 34 INCHES OF TOTAL OCCUPANT LOAD) = 23.9 INCHES REQUIRED TOTAL EXIT WIDTH PROVIDED = 106 INCHES 11. EXAMINATIONS OF DRAWINGS AND SITE: A. The General Contractor, G.C., shall carefully examine the site and shall thoroughly familiarize himself with all existing conditions within the scope of this work. Data in these specifications and on the drawings are as accurate as possible, but are not guaranteed. The G.C. shall verify locations, levels, distances, and features of the site and related improvements that may effect the work. By act of submitting a bid, the G.C. is deemed to have made such examination and to have examined all architectural, mechanical, structural and electrical drawings, and to have made allowance thereof in preparing his bid. No extra charges will be considered for costs resulting from failure to comply with the above. B. Proposals take into account all such conditions as may effect contract work. 12. DETAIL DRAWINGS AND INSTRUCTIONS: A. If work is required in a manner that makes it impossible to produce first class work, or should discrepancies appear among Contractual Documents, request interpretation before proceeding with work. If G.C. fails to make such request, no excuse will thereafter be entertained for failure to carry out work in a satisfactory manner. B. Should conflict occur in or between drawings or specifications, G.C. is deemed to have estimated on more expensive way of doing work, unless he shall have asked for and obtained written decision before submission of proposal as to which method or materials will be required. G.C. shall inform Architect immediately if such conflict between drawings or specifications occur. 13. CONNECTIONS: All attachments, connections, or fastenings of any nature are to be and permanently secured in conformance with best practice; G.C. is responsible for providing them according to these conditions. Drawings show only special requirements to assist G.C.; they do not illustrate every such detail. 14. GENERAL CONDITIONS: G.C. shall comply with the latest edition of the AIA General Conditions 15. MISCELLANEOUS: A. The G.C. shall verify all existing conditions and shall notify the Architect of any discrepancies from these plans and the existing conditions, prior to commencing work. B. The Tenant G.C. shall visit the site and become familiar with all existing conditions, including utilities, prior to the start of construction. AL NES 16. GOVERNING CODES: All work shall be in conformance with all applicable state and local codes, including but not limited to the following. A. 2006 International Building Code With Washington State Amendments B. 2006 International Mechanical Code With Washington State Amendments C. 2006 International Fire Code With Washington State Amendments D. IBC 2006 Structural Code with Washington State Amendments E. 2006 Washington State Energy Code F. 2005 National Electrical Code G. Plumbing Code - Chapter 29 - Washington State Amendments H. Accessibility Code - IBC 2006 -ICC Al 17.1 -2009 With Washington State Amendments The maximum flame spread for the finish materials on the ceilings and interior walls shall 17. CONSTRUCTION OF LEASED PREMISES: A. B. C. D. meet Class III ratings Floor: wood joists over crawl space. Repair areas as required Exterior Walls: walls and storefront system to remain, u.o.n. Interior Partitions: 3 -5/8" and 6" metal studs @ 16" o.c. with 5/8" gyp. bd. each side Ceilings: gyp. bd. and exposed roof / ceiling structure. 18. SIGNS: N. I. C., Signs require separate permit and approval. G.C. to provide electrical power and backing for support of all signs. Refer to signage drawings for sign support details. 19. PORTABLE FIRE EXTINGUISHERS: Provide 2- A:10 -B:C fire extinguishers mounted no higher than five feet such that travel distance from any point in the building does not exceed 75 feet. CFC 1002 approximately one per each 3000 sf. of floor area. UFC Standard 20. EXIT SIGNS AND EMERGENCY LIGHTING: As required by all applicable codes - see electrical plans. 21. HEATING, VENTILATING AND AIR CONDITIONING AND PLUMBING SYSTEM: See mechanical and plumbing plans. 22. AUTOMATIC FIRE SPRINKLER AND FIRE SUPPRESSION SYSTEM: Submit complete fire sprinkler plans to the local fire department for approval prior to any installation or modification. Adjust sprinkler heads as required. 23. P.O.S. SYSTEM: G.C. to provide conduit for P.O.S. system. P.O.S. stations and cables by others. 24. WALK -IN COOLER: A. Tenant will furnish and install the walk -in cooler. G.C. shall provide stub outs to equipment and the Tenant shall make all utility connections. The G.C. shall provide framing, plumbing, drains, and power to accomodate the requirements of the walk -in unit. B. G.C. shall provide a floor sink for condensate of walk -in unit. 25. SITE WORK: A: Locate existing underground utilities, if any, prior to trenching, and provide adequate means to protect utilities during work. B: Backfill materials: 1. Use excavated material wherever possible, and upon completion, remove excess from site and properly dispose of materials. 2. Satisfactory soil material free of rock or gravel 2" in any dimension. Debris, waste vegetable, or other deleterious materials are not acceptable. 3. Sand: Clean, natural, free of loam, clay lumps, or other deleterious material. 4. Gravel: Approved grade of bank run gravel C: Patch with identical materials any paving which is required to be removed in order to install underground utilities. 26. DO NOT SCALE DRAWINGS SEPARATE PERMIT REQUIRED FOR: evlechanical ectrical Plumbing lies Piping Cifij of Tukwila D!ViSION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. blawk. plan review approval is subject to errors and omissions. k,) :1 :°3v of construction documents does not authorize viosattion of any adopted code or ordinance. Receipt ppraved Reid dopy and ,,. is acknowledged: By Date: - 2- - ( Y City Of 1'iikwila BUILDING DIVISION INDEX (0, ) :NGS REV. NO. SHEET NO. SHEET TITLE T1 INDEX, & GENERAL NOTES • A A, T2 SCHEDULES T3 TYPICAL ACCESSIBILITY DETAILS T4 ACCESSIBILITY SIGN NOTES SD1 SITE PLAN (FOR REFERENCE ONLY) D1 DEMOLITION PLAN A1.1 FLOOR PLAN AA A1.2 RACKING PLAN eee A2.1 REFLECTED CEILING PLAN A4.1 EXTERIOR ELEVATIONS A A. A6.1 INTERIOR ELEVATIONS A7.1 DETAILS A7.2 DETAILS A7.3 DETAILS A7.4 CASEWORK DETAILS A7.5 CASEWORK DETAILS A7.6 CASEWORK DETAILS A7.7 TASTING AREA ENLARGED FLOOR Sc FINISH FLOOR PLANS, & ELEVATIONS A7.8 TASTING AREA DETAILS 51.1 GENERAL NOTES Sc DETAILS S1.2 PLANS & DETAILS M0.1 LEGEND, NOTES & SCHEDULES MO.2 MECHANICAL SPECIFICATIONS M2.1 MECHANICAL FLOOR PLAN M2.2 MECHANICAL ROOF PLAN M6.1 MECHANICAL DETAILS & CONTROLS P0.1 LEGEND, NOTES, SCHEDULES & CALCULATIONS PO.2 SPECIFICATIONS P1.0 PLUMBING PLAN P2.1 PARTIAL ENLARGED S. W. & V. PLUMBING PLANS P3.1 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLANS P4.1 ROOF PLUMBING PLAN P5.1 ISOMETRIC PIPING P6.1 DETAILS PER CHAPTER 29 WASHINGTON STATE AMENDMENTS, TABLE 2902.1 TYPE OF O SPACE A AREA L OCCUPANT OCCUPANTS GROUP M S Sales 03 /Tasting 13 /Service Cntr. 15 /Booth 04 9 9,131 SQ FT - - Break Room 08 8 88 SQ FT - - - - Receiving Office 07 9 94 SQ FT - - - - Walk -in Box 11 3 389 SQ FT SUBTOTAL 9 9,702 SQ FT 2 200 4 49 GROUP S S Stock Room 12 5 511 SQ FT - - - - Locked Storage 09 7 79 SQ FT - - - - SUBTOTAL 5 590 SQ FT 5 5,000 1 1 ACCESSORY C Corridor 14 N NA N NA N NA Restrooms 05 & 06 N NA N NA N NA (E) Elec Room N NA N NA N NA TOTAL 1 10,292 SQ FT 5 50 OCCUPANTS 6. BUILDING USE: Retail 7. CONSTRUCTION TYPE: V -B (Fully Sprinklered) 8. OCCUPANCY: M 9. EXITS: 2 PROVIDED 10. EXIT WIDTH: 318 occupants X 0.15 = 47.7 INCHES REQUIRED MAIN EXIT DOOR WIDTH: 318 of occupants /2 = 159 (HALF half of total occupant load X 0.15 1 MAIN ENTRANCE /EXIT DOOR = 72 INCHES 1 EXIT DOOR(S) FROM SALES = 34 INCHES OF TOTAL OCCUPANT LOAD) = 23.9 INCHES REQUIRED TOTAL EXIT WIDTH PROVIDED = 106 INCHES 11. EXAMINATIONS OF DRAWINGS AND SITE: A. The General Contractor, G.C., shall carefully examine the site and shall thoroughly familiarize himself with all existing conditions within the scope of this work. Data in these specifications and on the drawings are as accurate as possible, but are not guaranteed. The G.C. shall verify locations, levels, distances, and features of the site and related improvements that may effect the work. By act of submitting a bid, the G.C. is deemed to have made such examination and to have examined all architectural, mechanical, structural and electrical drawings, and to have made allowance thereof in preparing his bid. No extra charges will be considered for costs resulting from failure to comply with the above. B. Proposals take into account all such conditions as may effect contract work. 12. DETAIL DRAWINGS AND INSTRUCTIONS: A. If work is required in a manner that makes it impossible to produce first class work, or should discrepancies appear among Contractual Documents, request interpretation before proceeding with work. If G.C. fails to make such request, no excuse will thereafter be entertained for failure to carry out work in a satisfactory manner. B. Should conflict occur in or between drawings or specifications, G.C. is deemed to have estimated on more expensive way of doing work, unless he shall have asked for and obtained written decision before submission of proposal as to which method or materials will be required. G.C. shall inform Architect immediately if such conflict between drawings or specifications occur. 13. CONNECTIONS: All attachments, connections, or fastenings of any nature are to be and permanently secured in conformance with best practice; G.C. is responsible for providing them according to these conditions. Drawings show only special requirements to assist G.C.; they do not illustrate every such detail. 14. GENERAL CONDITIONS: G.C. shall comply with the latest edition of the AIA General Conditions 15. MISCELLANEOUS: A. The G.C. shall verify all existing conditions and shall notify the Architect of any discrepancies from these plans and the existing conditions, prior to commencing work. B. The Tenant G.C. shall visit the site and become familiar with all existing conditions, including utilities, prior to the start of construction. AL NES 16. GOVERNING CODES: All work shall be in conformance with all applicable state and local codes, including but not limited to the following. A. 2006 International Building Code With Washington State Amendments B. 2006 International Mechanical Code With Washington State Amendments C. 2006 International Fire Code With Washington State Amendments D. IBC 2006 Structural Code with Washington State Amendments E. 2006 Washington State Energy Code F. 2005 National Electrical Code G. Plumbing Code - Chapter 29 - Washington State Amendments H. Accessibility Code - IBC 2006 -ICC Al 17.1 -2009 With Washington State Amendments The maximum flame spread for the finish materials on the ceilings and interior walls shall 17. CONSTRUCTION OF LEASED PREMISES: A. B. C. D. meet Class III ratings Floor: wood joists over crawl space. Repair areas as required Exterior Walls: walls and storefront system to remain, u.o.n. Interior Partitions: 3 -5/8" and 6" metal studs @ 16" o.c. with 5/8" gyp. bd. each side Ceilings: gyp. bd. and exposed roof / ceiling structure. 18. SIGNS: N. I. C., Signs require separate permit and approval. G.C. to provide electrical power and backing for support of all signs. Refer to signage drawings for sign support details. 19. PORTABLE FIRE EXTINGUISHERS: Provide 2- A:10 -B:C fire extinguishers mounted no higher than five feet such that travel distance from any point in the building does not exceed 75 feet. CFC 1002 approximately one per each 3000 sf. of floor area. UFC Standard 20. EXIT SIGNS AND EMERGENCY LIGHTING: As required by all applicable codes - see electrical plans. 21. HEATING, VENTILATING AND AIR CONDITIONING AND PLUMBING SYSTEM: See mechanical and plumbing plans. 22. AUTOMATIC FIRE SPRINKLER AND FIRE SUPPRESSION SYSTEM: Submit complete fire sprinkler plans to the local fire department for approval prior to any installation or modification. Adjust sprinkler heads as required. 23. P.O.S. SYSTEM: G.C. to provide conduit for P.O.S. system. P.O.S. stations and cables by others. 24. WALK -IN COOLER: A. Tenant will furnish and install the walk -in cooler. G.C. shall provide stub outs to equipment and the Tenant shall make all utility connections. The G.C. shall provide framing, plumbing, drains, and power to accomodate the requirements of the walk -in unit. B. G.C. shall provide a floor sink for condensate of walk -in unit. 25. SITE WORK: A: Locate existing underground utilities, if any, prior to trenching, and provide adequate means to protect utilities during work. B: Backfill materials: 1. Use excavated material wherever possible, and upon completion, remove excess from site and properly dispose of materials. 2. Satisfactory soil material free of rock or gravel 2" in any dimension. Debris, waste vegetable, or other deleterious materials are not acceptable. 3. Sand: Clean, natural, free of loam, clay lumps, or other deleterious material. 4. Gravel: Approved grade of bank run gravel C: Patch with identical materials any paving which is required to be removed in order to install underground utilities. 26. DO NOT SCALE DRAWINGS SEPARATE PERMIT REQUIRED FOR: evlechanical ectrical Plumbing lies Piping Cifij of Tukwila D!ViSION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. blawk. plan review approval is subject to errors and omissions. k,) :1 :°3v of construction documents does not authorize viosattion of any adopted code or ordinance. Receipt ppraved Reid dopy and ,,. is acknowledged: By Date: - 2- - ( Y City Of 1'iikwila BUILDING DIVISION INDEX (0, ) :NGS REV. NO. SHEET NO. SHEET TITLE T1 INDEX, & GENERAL NOTES • A A, T2 SCHEDULES T3 TYPICAL ACCESSIBILITY DETAILS T4 ACCESSIBILITY SIGN NOTES SD1 SITE PLAN (FOR REFERENCE ONLY) D1 DEMOLITION PLAN A1.1 FLOOR PLAN AA A1.2 RACKING PLAN eee A2.1 REFLECTED CEILING PLAN A4.1 EXTERIOR ELEVATIONS A A. A6.1 INTERIOR ELEVATIONS A7.1 DETAILS A7.2 DETAILS A7.3 DETAILS A7.4 CASEWORK DETAILS A7.5 CASEWORK DETAILS A7.6 CASEWORK DETAILS A7.7 TASTING AREA ENLARGED FLOOR Sc FINISH FLOOR PLANS, & ELEVATIONS A7.8 TASTING AREA DETAILS 51.1 GENERAL NOTES Sc DETAILS S1.2 PLANS & DETAILS M0.1 LEGEND, NOTES & SCHEDULES MO.2 MECHANICAL SPECIFICATIONS M2.1 MECHANICAL FLOOR PLAN M2.2 MECHANICAL ROOF PLAN M6.1 MECHANICAL DETAILS & CONTROLS P0.1 LEGEND, NOTES, SCHEDULES & CALCULATIONS PO.2 SPECIFICATIONS P1.0 PLUMBING PLAN P2.1 PARTIAL ENLARGED S. W. & V. PLUMBING PLANS P3.1 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLANS P4.1 ROOF PLUMBING PLAN P5.1 ISOMETRIC PIPING P6.1 DETAILS PER CHAPTER 29 WASHINGTON STATE AMENDMENTS, TABLE 2902.1 TYPE OF O SPACE A AREA L OCCUPANT OCCUPANTS GROUP M S Sales 03 /Tasting 13 /Service Cntr. 15 /Booth 04 9 9,131 SQ FT - - Break Room 08 8 88 SQ FT - - - - Receiving Office 07 9 94 SQ FT - - - - Walk -in Box 11 3 389 SQ FT SUBTOTAL 9 9,702 SQ FT 2 200 4 49 GROUP S S Stock Room 12 5 511 SQ FT - - - - Locked Storage 09 7 79 SQ FT - - - - SUBTOTAL 5 590 SQ FT 5 5,000 1 1 ACCESSORY C Corridor 14 N NA N NA N NA Restrooms 05 & 06 N NA N NA N NA (E) Elec Room N NA N NA N NA TOTAL 1 10,292 SQ FT 5 50 OCCUPANTS TYPE OF BUILDING SET OF HIGH /LOW WATER CLOSETS LAVATORIES DRINKING FOUNTAINS RETAIL OR WHOLESALE STORES FIXTURES MALE FEMALE ONE FOR EACH 0:1 -30 REQUIRED TWO WATER 1:31 -150 (PER PERSON) 1:1 -50 1:1 -50 CLOSETS 2:51 -100 2:51 -100 FIXTURES 1 1 1 LAV. IN EA. 1 SET PROVIDED RESTROOM S 167th St s 163x1 S166tSt h S 172nd Pi 7 fi t St 5 179th 1 3�• Southc e: Stf. fld, t f3 -d "Deck Or REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 R 2012 frT t114 City of Tukwila BUILDING DIVISION BEVERAGES & MORE! 17197 Southcenter Parkway Tukwila, WA 98188 E1.0 SPECIFICATION, NOTES & SCHEDULES AAA AA E2.0 E3.0 DIAGRAMS & PANEL SCHEDULES LIGHTING PLAN AAA E4.0 POWER & SIGNAL PLAN E5.0 ROOF ELECTRICAL PLAN AA E6.0 ENERGY CODE COMPLIANCE FORMS REVISION NO:� z RECEIVED JUL 26 2012 PERMIT CENTEF _. ?!• oc, 0 3 a� E L 'or; a. cn cn c = 0 a• 0 - � X33 N ai ti '_ (I) c NO. REVISIONS BY MAY 07, 2012 PERMIT SET JUNE 08 2012 1 HEALTH DEPT. , COMMENTS HT /2\ FIXTURE ADJACENCIES HT JULY WLER' ROOM 2012 HT CARL LAUCHLLN GREG ENDOM ILSTEVE HIGGINS 1 REGISTHDI I1 '-' t INDEX & GENERAL NOTES JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT vCHECKED DI J S 167th St s 163x1 S166tSt h S 172nd Pi 7 fi t St 5 179th 1 3�• Southc e: Stf. fld, t f3 -d "Deck Or REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 R 2012 frT t114 City of Tukwila BUILDING DIVISION BEVERAGES & MORE! 17197 Southcenter Parkway Tukwila, WA 98188 E1.0 SPECIFICATION, NOTES & SCHEDULES AAA AA E2.0 E3.0 DIAGRAMS & PANEL SCHEDULES LIGHTING PLAN AAA E4.0 POWER & SIGNAL PLAN E5.0 ROOF ELECTRICAL PLAN AA E6.0 ENERGY CODE COMPLIANCE FORMS REVISION NO:� z RECEIVED JUL 26 2012 PERMIT CENTEF _. ?!• oc, 0 3 a� E L 'or; a. cn cn c = 0 a• 0 - � X33 N ai ti '_ (I) c NO. REVISIONS BY MAY 07, 2012 PERMIT SET JUNE 08 2012 1 HEALTH DEPT. , COMMENTS HT /2\ FIXTURE ADJACENCIES HT JULY WLER' ROOM 2012 HT CARL LAUCHLLN GREG ENDOM ILSTEVE HIGGINS 1 REGISTHDI I1 '-' t INDEX & GENERAL NOTES JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT vCHECKED DI J 1 REGISTHDI I1 '-' t INDEX & GENERAL NOTES JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT vCHECKED DI J OOM NO. ROOM NAME FLOOR BASE 01 ENTRY V.C.T. 4" COVED RBR FI \ISH sc ULE WALL MATERIAL GYP. BD. CEILING FINISH PAINT MATERIAL FINISH EXPOSED ROOF STRUCTURE PAINT SPECIAL FINISHES REMARKS D O O R NO. W H THK MAT TYPE GLASS LOUV. SIZE OOR scHFDuL: FRAME FIRE HARD KEY MAT RATING WARE SIZE REMARKS 02 CHECKOUT V.C.T. 4" COVED RBR GYP. BD. PAINT EXPOSED ROOF STRUCTURE PAINT 03 SALES V.C.T. 4" COVED RBR GYP. BD. PAINT EXPOSED ROOF STRUCTURE PAINT B 12° 8 13/„ 4 ALUM/ GLASS A TEMP. MTL A STANLEY, DURA -GLIDE SERIES 3000, DOUBLE AUTOMATIC SLIDING DOORS WITH BREAKOUT SIDELIGHTS. COMPLETE COMPLIANCE WITH UBC STANDARDS #33 -1. SLIDING DOORS BY OWNER, GLASS OF SLIDING DOORS & STOREFRONT BY G.C. G.C. TO CAULK DOORS AND GLASS 04 05 CASHIER'S BOOTH MEN V.C.T. 6" QUARRY TILE 4" COVED RBR 6" COVED QUARRY TILE W/ 3/8 "R. COVE 60" HT LAMINATED 1" PARTITIONS W. R. GYP. BD. SEMI -GLOSS PAINT /FRP EXPOSED ROOF STRUCTURE PAINT GYP. BD. SEMI -GLOSS PAINT 4' -0" HIGH FRP WAINSCOT 60" HT LAMINATED 1" PARTITIONS WALLS AND CEILING TO BE PAINTED SMOOTH WITH NO TEXTURE REFER TO COVED BASE DETAIL 3/A7.2 06 WOMEN 6" QUARRY TILE 6" COVED QUARRY TILE W/ 3/8 "R. COVE W. R. GYP. BD. SEMI -GLOSS PAINT /FRP GYP. BD. SEMI -GLOSS PAINT 4' -0" HIGH FRP WAINSCOT WALLS AND CEILING TO BE PAINTED SMOOTH WITH NO TEXTURE REFER TO COVED BASE DETAIL 3/A7.2 30 30 68 68 3° 50 30 50 13/4„ 13/4 13/4 1" SC WD SC WD B B C MTL MTL B C D RECEIVING OFFICE BREAK ROOM PARTIAL HT. LAMINATE PANEL DOOR AT CASHIER'S BOOTH WD 14 " "X 16 D VISION PANEL 3/8" CHANNEL IRON E DOUBLE ACTING DOORS TO BE RUBB AIR DOOR CORPORATION ULTRA LITE SERIES W/ WINDOW; COLOR - RED 07 RECEIVING OFFICE V.C.T. 4" COVED RBR GYP. BD. PAINT GYP. BD. PAINT 08 BREAK ROOM 6" QUARRY TILE 6" COVED QUARRY TILE W/ 3/8 "R. COVE W. R. GYP. BD. SEMI -GLOSS PAINT /FRP GYP. BD. SEMI -GLOSS PAINT FULL WALL HT. FRP SEE DRAWING A1.1 FOR LOCATIONS W.R. GYP. BD. AT FRP AREAS, REFER TO COVED BASE DETAIL 3/A7.2 3° 3° 68 68 13/4 13/4 SC WD SC WD E E MTL MTL F F MEN - UNDERCUT DOOR WOMEN - UNDERCUT DOOR 09 LOCK -UP STORAGE SHEET VINYL INTERGRAL COVE BASE GYP. BD. PAINT GYP. BD. PAINT (a) 70 80 STEEL F MTL G R &S OR EQUAL MANUAL CHAIN OPERATED ROLL -UP SERVICE DOOR FACE OF WALL MOUNTED 3° 68 13/4 SC WD B MTL H LOCK UP ROOM 10 JANITOR'S AREA 6" QUARRY TILE 6" COVED QUARRY TILE W/ 3/8 "R. COVE W. R. GYP. BD. SEMI -GLOSS PAINT /FRP SEMI -GLOSS GYP. BD. PAINT 8' -0" HIGH FRP WAINSCOT WALLS AND CEILING TO BE PAINTED SMOOTH WITH NO TEXTURE SEE ALL FOR EXTENTS OF TILE FLOORING, REFER TO COVED BASE DETAIL 3/A7.2 11 WALK -IN COOLER DIAMOND PLATE S.S. 6" GALV. MTL. BASE W/ 3/8 "R. COVE GALV. STEEL WALL FINISH BY MFR. GALV. STEEL CEILING FINISH BY MFR. REFER TO COVED BASE DETAIL 9/A7.2 /10> EXISTING 3° 70 13/4 H.M. B MTL J CORRIDOR 14 AT REAR EXIT 12 STOCK ROOM SHEET VINYL INTERGRAL COVE BASE GYP. BD. SEMI -GLOSS PAINT EXPOSED ROOF STRUCTURE SEMI -GLOSS PAINT W.R. GYP. BD. AT FRP AREAS 13 TASTING PORCELAIN TILE 19" HIGH MAHOGANY BASE TO MATCH (N) CASEWORK GYP. BD. SEMI -GLOSS PAINT EXPOSED ROOF STRUCTURE PAINT N/A TASTING AREA IS USED FOR WINE & BEER TASTING ONLY. REFER TO COVED BASE DETAIL 1 1 /A7.2 HAR WART 14 CORRIDOR V.C.T. 4" COVED RBR GYP. BD. PAINT 15 S RVICE COUNTER 6" QUARRY TILE 6" COVED QUARRY TILE W/ 3/8 "R. COVE W. R. GYP. BD. SEMI -GLOSS PAINT /FRP GYP. BD. SUSP. T -BAR CLNG. VINYL ROCK TILE (N) F.R.P. ON REAR SIDE OF BAR CNTR. WALLS 16 GROWLER ROOM 3 DIAMOND PLATE S.S. 6" GALV. MTL. BASE W/ 3/8 "R. COVE GALV. STEEL WALL FINISH BY MFR. GALV. STEEL CEILING FINISH BY MFR. COVED BASE DETAIL 7 & 8/A7.8 T -BAR CLNG. DETAILS DETAIL 8 & 9/A7 3 NO. REMARKS AUTOMATIC SLIDING DOOR HARDWARE BY MANUFACTURER - SEE GENERAL HARDWARE NOTE 2. B > 1-1/2 PAIR BUTTS; LEVER LOCKSET (PASSAGE LATCH); KICKPLATES CLOSER; DOORSTOP REFER TO COVED BASE DETAIL 9/A7.2 QUARRY TI E (AT BREAK /RESTROOMS): DAL TILE, 6x6 QUARRY TILE, RED BLAZE [PROVIDE TILE AND GROUT SAMPLES TO BEVERAGES & MORE FOR REVIEW PRIOR TO INSTALLATION] NON- COLORED GREY GROUT QUARRY TILE (AT SERVICE COUNTER): DAL TILE, 6x6 QUARRY TILE, ARID FLASH 0Q48, GROUT: CUSTOM BLDG. PRODUCTS 183 CHATEAU PORCELAIN TILE FLOOR (AT TASTING): CROSSVILLE VISTA AMERICAN SERIES, 12" X 12" x 3/8" THK. COLOR: AV 181 DUNES REF TO INT. COLOR SCHEME FOR TILE PATTERN. PROVIDE SAMPLES TO BEVERAGES & MORE FOR REVIEW PRIOR TO INSTALLATION (INSTALL PER MANUF. SPECS). 6" SLIMFOOT COVED CERAMIC TILE BASE: DAL TILE S36T OR 53419T BLACK 4" RUBBER BASE: FLEXCO (OR EQUAL) - BLACK [PROVIDE SAMPLES TO BEVERAGES & MORE FOR REVIEW PRIOR TO INSTALLATION] VINYL COMPOSITION TILE (AT SALES AREA): ARMSTRONG STANDARD EXCELON 12" X 12" X 1/8" COLOR: 51927 FIELD GRAY [PROVIDE SHEET VINYL SAMPLE TO BEVERAGES & MORE! FOR REVIEW PRIOR TO INSTALLATION] SHEET VINYL (AT STOCK ROOM & LOCK -UP STORAGE): ARMSTRONG "MEDINTECH" NATURAL GRAY [PROVIDE SHEET VINYL SAMPLE TO BEVERAGES & MORE! FOR REVIEW PRIOR TO INSTALLATION] PAINT: RESTROOM WALLS - KELLY MOORE, WHITE #1650 SEMI -GLOSS ENAMEL, #222 TINT BASE WALLS U.O.N. - KELLY MOORE, WHITE #550 FLAT, #222 TINT BASE COLUMNS - # 1625 SEMI -GLOSS OIL DOORS & FRAMES - #1650 SEMI -GLOSS ENAMEL CEILINGS - KELLY MOORE, WHITE #550 FLAT, #222 TINT BASE F.R.P.: MARLITE BRAND FRP PANELS, 3/32" THICK, FIBERGLASS REINFORCED PANELS. P -100 WHITE, PEBBLED SURFACE FLAME SPREAD 200, SMOKE DEVELOPMENT 450. USE CLASS C. NOTES: 1. THE PAINT USED ON WALLS & CEILING OF ALL WORK & STORAGE AREAS WILL BE A GLOSS OR A SEMI -GLOSS ENAMEL. FINISH MATERIAL SHALL BE A LIGHT COLOR WITH A REFLECTANCE VALUE OF 70% OR GREATER. 2. WATER RESISTANT FIBERGLASS REINFORCED PANEL WALLS ARE REQUIRED BEHIND ALL SINKS & MOP SINKS; F.R.P. TO BE A MAXIMUM OF 8' HIGH ON FULL HT. WALLS EXCEPT IN RESTROOMS. 3. ALL FULL - HEIGHT EXTERIOR & RESTROOM DOORS SHALL BE SELF CLOSING. 4. ALL NEW FLOOR FINISHES TO BE APPLIED OVER (E) WOOD SUB -FLOOR 1-1/2 PAIR BUTTS; LEVER LOCKSET (CLASSROOM LOCK); KICK PLATES; DOORSTOP; CLOSER (o> 1-1/2 PAIR BUTTS; LEVER LOCKSET. DOUBLE ACTING HINGES; HOLD OPEN PIN; VIEW PANELS; VERIFY HARDWARE WITH MANUFACTURER'S PACKAGE 1-1/2 PAIR BUTTS; LEVER PRIVACY LOCKSET; ACCESSIBLE LOGO ON DOOR; ACCESSIBLE BRAILLE SIGNAGE ON JAMB (HANDLE SIDE); KICKPLATE; CLOSER; DOORSTOP ROLL -UP HARDWARE PROVIDED BY MFR. INCLUDES GUIDES, BRACKETS, CHAIN MECHANISM (EFFORT NOT TO EXCEED 35 LBS); LOCKING BRACKETS, WEATHERSTRIPPING, FOOT PIECE SLIDE LOCK AT BOTTOM OF DOOR 1-1/2 PAIR BUTTS; LEVER LOCKSET (CLASSROOM LOCK); DEADBOLT; KICK PLATES; DOORSTOP; CLOSER 1 -1/2 PAIR BUTTS; DETEX ALARM; PANIC BAR; CLOSER; WEATHER STRIPPING; KICKPLATE; INSECT & RODENT PROOFING, VERIFY (E) • ALL HARDWARE TO BE BRUSHED ALUMINUM FINISH & ALL LOCKSETS TO BE BEST INTERCHANGEABLE CORE • INSECT 8c RODENT PROOFING AT ALL EXTERIOR DOORS (MAX. 1 /4" GAP UNDER DOOR) • LOCKSET, PANIC BAR, 8c CLOSER BY OWNER • HINGES, KICKPLATE, WEATHERSTRIP, & SIGN BY G.C. owsc E ULFJ wItow TYPE NO. TYPE W H MAT. GL. REMARKS A 1' -8" 3' -0" ALUM. TEMP. FIXED UNIT SEE DETAIL 3/A7.3 A GENERAL WINDOW NOTES: 1. ALL EXTERIOR GLASS WINDOWS MUST BE PERMANENTLY FIXED W/ NON OPEN -CLOSE OPTION. OOR TY S 12' -0" DOOR WIDTH (60" SLIDING DOOR OPENING) n A /HANDICAP ACCESSIBLE LOGO AT EXTERIOR, 60" A.F.F. "IN CASE OF EMERGENCY PUSH DOORS OPEN" 1" HIGH LETTERS AT INTERIOR, 60" A.F.F. 11 / / \ \ 11 EMERGENCY BREAKAWAY PLAN STANLEY MODEL DURA -GLIDE SERIES 3000 COLOR TO MATCH (E) STOREFRONT HOLLOW MTL OR -SOLID CORE WOOD B STAINLESS STEEL KICK PLATE C LAMINATE PANEL 72 DOUBLE ACTING DOORS FLOOR D VIEW PANEL 18" FLOOR CLEARANCE DOOR E SOLID CORE MEN -WOMEN SYMBOL BY OWNER. ANDICAP ACCESSIBLE SYMBOL RAISED BRAILLE LETTERS, PROVIDE 1/4" THICK SYMBOLS ON RESTROOM DOORS ONLY: 12" DIA. CIRCLE FOR WOMEN, EQUILATERAL TRIANGLE WITH 12" EDGES FOR MEN. SYMBOLS SHALL BE OF CONTRASTING COLOR FROM DOOR. STAINLESS STEEL KICK PLATE AT RESTROOMS ONLY F ROLL -UP DOOR GE \ERAL HARDWARE \OTES: 1. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 2. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED. 3. THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY OPERATED LOCKING DEVICES FROM THE EGRESS SIDE WHEN A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED ". THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND. 4. MAXIMUM DOOR OPENING EFFORTS; 5 LBS. AT EXTERIOR; 5 LBS. AT INTERIOR, AND 15LBS. AT FIRE DOORS. 5. ALL DOORS TO BE EQUIPPED WITH SINGLE - EFFORT, NON -GRASP HARDWARE (I.E. LEVER) CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. 6. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING AN OCCUPANT OF 50 OR MORE PERSONS. 7. THE THRESHOLD SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR. THE EDGE TO BE BEVELED WITH A SLOPE NOT GREATER THAN 1 IN 2, IF MORE THAN 1/4". 8. LABELED PROTECTIVE ASSEMBLIES: FIRE DOOR ASSEMBLIES SHALL BE LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA 80, AND SHALL BE PERMANENTLY AFFIXED TO THE DOOR OR FRAME. 9. FIRE DOOR LABELING REQUIREMENTS: FIRE DOORS SHALL BE LABELED SHOWING THE NAME OF THE MANUFACTURER OR OTHER IDENTIFICATION READILY TRACEABLE BACK TO THE MANUFACTURER, THE NAME OR TRADEMARK OF THE THIRD -PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND, WHERE REQUIRED FOR FIRE DOORS IN EXIT ENCLOSURE AND EXIT PASSAGEWAYS BY SECTION 715.4.4, THE MAXIMUM TRANSMITTED TEMPERATURE END POINT. SMOKE AND DRAFT CONTROL DOORS COMPLY WITH UL 1784 SHALL BE LABELED AS SUCH AND SHALL ALSO COMPLY WITH SECTION 715.4.6.3. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXED. THE LABEL SHALL BE APPLIED AT THE FACTORY OR LOCATION WHERE FABRICATION AND ASSEMBLY ARE PERFORMED. D'Pft- HoL4 REVISION N REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 s 2012 City of Tukwila BUILDING DIVISION RECE VE JUL 2 6 2012 PERMIT CENTER 1 ai 0 Ng 04; 161 AIMW O 2 Cn 0 a) CD a) 2 m to' o' � d y ea ai = � .3 04.11 r� Ne O. REVISIONS N BY t ,t REGISTERED ARCHITECT 1( c �11DA A t!A�, #`$ IA a "rn,. HINGTON MAY 07, 2012 PERMIT SET JOB NO. 12 4360 20 1 JUNE 08, 2012 HEALTH DEPT. COMMENTS HT 3 JULY 20, 2012 GROWLER ROOM HT CARL GREG tSTEVE LAUGHLIN PI ENDOI MAMA HIGGINS ! J 1 SHEET r-12 OF SHEETS t ,t REGISTERED ARCHITECT 1( c �11DA A t!A�, #`$ IA a "rn,. HINGTON SCHEDULES JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT t CHECKED DI SHEET r-12 OF SHEETS KEY NOTES 6 8 9 10 15 0) I 0 0 • 23 1'— 5' -0" 31 8' -11" SLOPE DN 24" CLR. MWMMUOWIEMM CLR. / '. 48 _A WOMEN 06 BREAK ROOM MEN 114 CORRIDOR 2 ENLARGED RESTRM & BREAK RM. PLAI\ A1.1 REF. TO T3 FOR ACCESSIBILITY DETAILS 1/4 " =1' -0" FULL —HT. FRP ON ALL WALLS AT BREAK ROOM PROVIDE BLOCKING IN WALL FOR LOCKER ATTACHMENT. PROVIDE SEISMIC STRAPPING AS REQUIRED FOR WATER HEATER PER CODE. LOW WALL — 1" THICK LAMINATE PANELS, +60" HIGH, SEE DETAILS ON A7.5 VERIFY TYPE /SIZE OF ALL (E) COLUMNS IN SPACE AND PAINT PER TENANT DIRECTION, TYP. PROVIDE 4' —O" HIGH S.S. COLUMN COVER (COLUMNS IN AISLES ONLY) PROVIDE P —LAM CABINET OVER MOP SINK, SEE DETAIL 8/A6.1 REF. TO INTERIOR COLOR SCHEME FOR WALL FINISH AT TASTING AREA OMIT GYP BD ON SIDE OF STUD WALLS FACING WALK IN BOX — TYP. PROVIDE TACTILE SIGNAGE STATING "EXIT ", SEE ACCESSIBILITY SIGN NOTES ON T4. (N) W.P. GFI DUPLEX OUTLET PER ELECTRICAL PLANS (N) 3 "x3 "x1/4" STEEL ANGLE MOUNTED TO THE FLOOR, REFER TO DETAIL 4/A7.2. (N) 2 "x2 "x16 GA. x 48" LONG STAINLESS STEEL CORNER GUARD TO 48" A.F.F., REFER TO DETAIL 12/A7.3 (N) STANLEY AUTOMATIC SLIDING ENTRY DOORS, DURA —GLIDE 3000 SERIES ALUMINUM STOREFRONT SYSTEM W/ TEMPERED GLASS, TYP., MAX. HEIGHT OF THRESHOLD TO BE 1/2" (N) 42" HIGH ALUM. RAILING W/ TEMP. GLASS PANEL INFILLS, MFR: FEENEY ARCHITECTURAL PRODUCTS, PHONE (510) 893 -9473 www.designrail.com (E) EXIT DOOR TO BE UTILIZED AS SECONDARY EXIT. REFER TO DOOR HARDWARE SCHEDULE ON T2 (E) ALUM. STOREFRONT SYSTEM TO REMAIN (N) DELIVERY RAMP W/ DIAMOND PLATE, SLOPE NOT TO EXCEED 1:8 SY BOL LEGEND INTERIOR ELEVATION EXTERIOR ELEVATION DETAIL DOOR / HARDWARE KEY - REFER TO DOOR SCHEDULE ON SHEET T2 WINDOW KEY - REFER TO WINDOW SCHEDULE ON SHEET T2 16 17 18 19 20 21 22 24 26 27 I W FIRE EXTINGUISHERS SHALL BE PROVIDED AT A RATE OF ONE EXTINGUISHER PER 3000 SQ. F. OF FLOOR AREA. FIRE EXTINGUISHERS SHALL BE PLACED SO THAT NO POINT OF THE BUILDING IS FURTHER THAN 75 FEET FROM AN EXTINGUISHER & MOUNTED NO HIGHER THAN 5 FEET ABOVE FINISH FLOOR (IFC OR CFC STANDARD). REFER TO T1 FOR ADDITIONAL INFORMATION. COORDINATE LOCATION OF FIRE EXTINGUISHERS WITH FIRE INSPECTOR. SEE SD1 FOR LOCATION OF (E) ROOF ACCESS LADDER (E) EXTERIOR DOORS TO REMAIN CLOSED & WELDED AT HANDICAPPED CHECKSTAND, SIGN TO READ "THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES" REFRIGERATION MFR TO PROVIDE ARCHITECT WITH SHOP DRAWINGS PRIOR TO FABRICATION OF WALK IN BOX AND REACH IN EQUIPMENT RESTROOM DOOR CAN BE LOCKED ON THE INSIDE BY OCCUPANTS TYP. (E) TELEPHONE BOARD Sc ELEC. PANELS TO REMAIN MAX. SLOPE TO BE 1/4":12" (2 %) IN ANY DIRECTION WITHIN LANDING (E) CONC. WALKWAY (N) WALL OPENING FOR (N) ROLL —UP DELIVERY DOOR, SEE STRUCT. DWGS & DETAIL 13/A7.2 (N) INFILL WALL TO MATCH (E), SEE STRUCT. DWGS & DETAIL 13 & 14/A7.2 TOTAL AREA OF TASTING 13 & SERVICE COUNTER 15 (TOTAL 424 SQ. FT.) DOES NOT EXCEED 750 PER IBC SECTION 303.1 EXCEPTION 3 (N) HAW'S HI —LOW DRINKING FOUNTAIN REFER TO T3 FOR ADDTL. INFO. 29 (E) BIKE RACK TO REMAIN 30 (E) TRANSFORMER & ELEC. METERS TO REMAIN 31 32 • PROVIDE (N) RAMP WITH ASPHALT CONCRETE, SLOPE NOT TO EXCEED 1:12, RAMP HEIGHT NOT TO EXCEED 6" PROVIDE (N) DELIVERY RAMP WITH ASPHALT CONCRETE, SLOPE NOT TO EXCEED 1:8 (N) ALUM. STOREFRONT W/ TEMP. GLASS TO MATCH (E) (N) INTERIOR WALLS ON STOCK ROOM SIDE TO BE PAINTED WHITE WALL LEGEND o 11 EXISTING WALLS NEW PARTIAL HT. WALLS: 3 5/8" METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. EACH SIDE. NEW FULL HT. WALLS: 3 5/8" METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. EACH SIDE TO UNDERSIDE OF EXISTING ROOF STRUCTURE NEW PARTIAL HT. WALLS: 6" METAL STUDS @ 16" 0.0 WITH 5/8" GYP. BD. U.O.N. (SEE 1/A2.1) (N) EXT. INFILL WALL: 2X6 WD. STUDS @ 16" 0.C., W/ (N) MIN. R -21 BATT INSULATION, INTERIOR SIDE: 5/8" GYP. BD., EXTERIOR SIDE: PAINTED WD. SIDING TO MATCH (E), SEE STRUCT. DWGS. NEW FULL HEIGHT FURRING WALLS : 5/8" GYP. BD. OVER 3 5/8" MTL. STUDS @ 16" 0.C., PROVIDE (N) R -7 BATT INSULATION ON ALL EXT. WALLS AS REQ'D NEW LOW PARTITIONS AT CASHIERS BOOTH PER KEY NOTE 4 EXISTING STOREFRONT WINDOWS ro w SQ. FT. U.O.N. (SEE 1/A2.1) U.O.N. (SEE 1/A2.1) CN I w \. O I 0 w 0 w 0 0 w JANITOR AREA (085' -0" (E)20' -0" (E) 20' -0" 071 RECEI NG OFFICE (E)25' -0" LOCK —UP STORAGE CORRIDOR SEE ENLARGED RESTRM. PLAN MOM 56' TO 2nd EXIT (E) ELEC. ROOM MMWMMVWWWWWWWOMMMMN NO WORK WOMEN GROWLER ROOM 2 "GAP 2 "GAP BALER I MEN it 111111 ■■iii■„i110 ,_® ■ ! e,.■■.. .■.■ ■ ■r�..-A!■■rri.ii.■ii■■ii 1 ii Ili - -- �e ■ ■.. ul1rl111 Um i•Ii N •1 ■■ • N PLATFORM, =M. ■■■ .I Imo NA SEE 1/A1.2 MP p2 _6' -4_ -1 /2 - A6 j BREAK ROOM (E) ADJ. TENANT SPACE i ,f, 1 1 03 SALES AREA ,\ EXIT -PATH OF TRAVEL, (ALLOWED UP TO 256` --O° FOR M OCCUPANCY, W/ SPRINKLER SYSTEM) PER IBC 2006 TABLE 1016.1 CALCS FOR REQUIRED EXIT SEPARATION DISTANCE BET. MAIN EXIT Sc SECONDARY EXIT: 131' -0" DIAGONAL DISTANCE BET. TWO CORNERS OF SPACE: 153' -0" 153'— 0" X 1/3 (SPRINKLERED) = 51' -0" 131' -0" > 51' -0 ", COMPLIES WITH IBC SECTION 1015.2 �\I 0 7 1 1�. 1 1 i 6'-TO STOREFRONT EXIT 1 TYP. 1 4 0 w 01 ENTRY CHECKOUT j I 02 1 04 CASHIER'S BOOTH 1 1 15 11 29 I 1 III I I 11 1 L II L l J (1\ FLOOR PLAN 10 ( �LI01NC CIO II I I I I 11 1 J _J 1 REVISION N0. / _REVIEWED FOR CODE COMPLIANCE APPROVED 'JUL 2 f 2012 10,715 SQ. FT. City of Tukwila BUILDING DIVISION RECEIVED... JUL 26 2012 PEEWIT CRMTER NORTH . ALL DIMENSIONS DENOTED (E) EXISTING TO BE FIELD VERIFIED 1 /8" = 1' -0" NIN ■ t co CO 3 ao mt ow; asim os 0. c i• (I) c = 0 w Cn 8 sy ea GS `� E wt iy 2, h '§ cci 4)h im N0. REVISIONS BY REGISTERED . . ,ARCHITECT Ar: Y , ti 1lJA IIINGTON MAY 07, 2012 PERMIT SET JOB NO. 12 4360 20 /3\ JULY 20, 2012 GROWLER ROOM HT CARL GREG %STEVE LAUGHLIN fl ENDOM 2 HIGGINS 2 ■ ■ REGISTERED . . ,ARCHITECT Ar: Y , ti 1lJA IIINGTON FLOOR PLAN JOB NO. 12 4360 20 DATE APRIL 30, 2012 DRAWN HT ■ CHECKED DI SHEET A l OF SHEETS FIXTURE \ OTES 1. RAC <I \G HEIGHT = 5' -9" MAXIMU VI 2. LOW RACKING UNITS DENOTED 'LR' AND CIRCLED ON PLAN 3. ALL ACCESSIBLE CHECKSTANDS TO HAVE COUNTERS NO MORE THAN 34" ABOVE THE FINISH FLOOR. PROVIDE SIGNS OVER ACCESSIBLE CHECKSTANDS READING: "THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES." 4. CONCEAL ALL DROP CONDUITS AND OUTLETS FOR ICE BIN, VISI COOLERS, CIGAR, CAVIAR, AND CHEESE. 5. GENERAL CONTRACTOR AND SUB - CONTRACTORS TO LEAVE EXPOSED SEALED CONCRETE FLOOR AREAS IN CLEAN, UNDAMAGED STATE. EXPOSED SEALED CONCRETE FLOORS WHERE DESIGNATED ON ROOM FINISH SCHEDULE, (SHEET T -2) IS FINAL FINISH. EQUIPMENT SCHEDULE 8' NO. QTY. EQUIPMENT DESCRIPTION NOTES VODKA O3 TEQ. 4' FLOOR SINK INDIRECT DRAINS FROM 3 COMPARTMENT SINK & WALK -IN BOX TO FLOOR SINKS PER LOCAL PLUMBING JURISDICTION, SEE DETAIL 6/P6.1. UP 12' 0 1 3 COMPARTMENT SINK 10 "x14 "x10 "D SINK COMPARTMENT, W/ 18" DRAIN BD. EA. SIDE AND 5" INTERGAL BACK SPLASH. MFR: KROWNE MODEL: KROB -8102 INDIRECT DRAIN PER LOCAL PLUMBING JURISDICTION, NSF APPROVED JULY 12 2012 FIXTURE ADJACENCIES 0 2 3 HAND SINK INSTALLATION SIZE, CONTROLS, AND LATION SHALL CONFORM TO ACCESSIBILITY REQUIREMENTS PER ICC A117.1 -2009 SEC. 606 SEE 2/T3. 0 5 SOAP DISPENSER & WHITE MTL. SOAP DISH PROVIDED BY OWNER, INSTALLED BY G.C. HIGGINS O 5 SINGLE SERVICE TOWEL DISPENSER PROVIDED BY OWNER, INSTALLED BY G.C. - 1 FLORESTONE MSR -2424 MOLDED MOP RECEPTOR 24 "x24 "x10 "H MOP SINK FAUCET SHALL HAVE A THREADED OUTER LIP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE, NO CHEMICAL DISPENSING SYSTEM TO BE ATTACHED TO MOP SINK FAUCET. O 1 WATER DR A.O. S MITH DEL-30, 22" DIA. x 30 -7/8" H 30 GALLON CAPACITY : 9KW, 1 HOUR RECOVERY RATE INSTALL 3/4" PLYWOOD D CKABOVEMOP SINK CEILING; PROVIDE SEISMIC STRAPPING PER CODES. C6 EMPLOYEE LOCKERS (STACKED) 12 "W x 12 "D x 36 "H PROVIDE ONE LOCKER W/ LEVER TYPE H /W. ALL LOCKERS TO BE ON MIN. 6" LEGS OR WALL MOUNTED n u 1 MOP RACK LOCATE IN FIELD NEAR MOP RECEPTOR 10 1 STORAGE SHELF 30 "H x 24 "W x 18 "D 2- SHELVES CABINET 11 1 WALK IN BOX PRIOR TO FABRICATION, REFRIGERATION MFR TO PROVIDE SHOP DWGS. FOR REVIEW AND APPROVAL BY HAYASHIDA ARCHITECTS, NSF APPROVED 12 1 OPEN DISPLAY CHEESE MERCHANDISER NSF APPROVED 13 1 ICE MERCHANDISER NSF APPROVED, FULLY SELF CONTAINED E. 3 GLASS DOOR MERCHANDISER (VISI COOLER) NSF APPROVED, FULLY SELF CONTAINED 15 1 GLASS DOOR MERCHANDISER (FOR CAVIAR) NSF APPROVED, FULLY SELF CONTAINED 16 1 MARATHON VERTICAL BALER V- 4830HD (LARGER TYPE) OR V -4224 (SMALLER TYPE) UL LISTED 17 1 NOT USED 18 u 1 HIGH & LOW ACCESSIBLE DRINKING FOUNTAINS MFR: HAW'S MODEL # 1119.14 UNIT TO COMPLY WITH ICC A117.1 -2009 SEC. 602 REFER TO T3 FOR ADDI. INFO. 19 1 UNDERCOUNTER LOW- TEMPERATURE DISH WASHER NSF APPROVED 20 1 UNDERCOUNTER REFRIGERATOR NSF APPROVED 21 1 3 COMPARTMENT SINK 18 "D SINK COMPARTMENT, W/ 12" DRAIN BD. ON ONE SIDE AND 4" INTEGRAL BACK SPLASH. MFR: KROWNE MODEL: KROB -8001 INDIRECT DRAIN PER LOCAL PLUMBING JURISDICTION, NSF APPROVED 22 1 FLOOR DRAIN SLOPE TILE FINISH FLOOR TO DRAIN © 1/4" PER FT. TYP. 23 1 WALK -IN GROWLER ROOM PRIOR TO FANRICATO, PROVIDE SHOP DWGS. FOR REVIEW AND APPROVAL BY HAYASHIDA ARCHITECTS, NSF APPROVED ' 24 1 GROWLER DISPENSER COUNTER W/ INTEGRAL HAND SINK T.O. COUNTER ©34" A.F.F. OVER THE COUNTER SINK, S.P.D. GE\ ERAS STORE NOTES 1. ALL FOOD ITEMS SOLD OR STORED IN THIS FACILITY ARE PRE - PACKAGED. 2. THERE IS NO FOOD PREPARATION IN THIS FACILITY. 3. THE DESIGNATED TASTING AREA IS INTENDED TO BE USED FOR THE TASTING OF ALCOHOLIC BEVERAGES, WHICH WILL BE CONDUCTED IN ACCORDANCE WITH CA ABC REGULATIONS AND SUBJECT TO ANY APPLICABLE ABC CONDITIONS. 4. REFER TO ROOM FINISH SCHEDULE ON SHEET T2 FOR INTERIOR & FLOOR FINISHES. (N) ROLL -UP DELIVERY DOOR 1-1 1-11-1r7 07 RECEIVING OFFICE 09 LOCK -UP STORAGE (E) REAR EXIT 4 08 BREAK ROOM 14 CORRIDOR (E) ELECT ROOM 10 9 7 6 12 STOCK ROOM GROWLER ROOM 10 JANITOR AREA /� 1 S/S GUARD AT OPEN SIDE OF SINK 24 1 ass- >:aaca- w -rro�_ :cs�:.:c>rm�w..aa . c. r>. wacaa> e: �cc .....:.- ,7c::�s+'ama¢xw..sa.•r r-a. e:.ra,..>.x..• ...m. WAT ,ir= y�nra��umnl- I ■N■ �rii1 a �� '� ;CIS ■�.ir: ��nra��� III �i�i....►i.� _i:� ..•i ektiratutriii rg :w--� ��■��_ ■ ,i::ai �_� L- ■r�rr•���r•� w � � PROVIDE (N) RAISED —" PLATFORM W/ 2" WIDE WARNING STRIPS AT EDGES, PLATFORM HGT. TO BE MIN. 4 ", MAX. 7" A.F.F. CO 1- 6' -0" N ■ ■6 • • 6' -0" 10 0 O U 0) ALIGN ALIGN 5' -0" w Q -J Q O 0 2 5' -0" cc cc O 1 CO a FLAT SCREEN 1 (3) TV _l 1 7' -2 1/4" BOUR:ON 1 Lill 4' SCOTCH 8' IRISH 4' CAN. 4' 0 00 m U z 0 z J z J w SCOTCH 8' LOCK UP 8' 03 -13 -12 REAR LOADING DN VODKA 8' TEQ. 4' UP 8' LOCK UP 12' MAY 14, 2012 REVISED RACKING - GROWLER, WINE & SPIRITS SWITCH /2\ 0 TEQLSILA 8' _ RTC_ 8' _ 03 -13 -12 REAR LOADING DN VODKA 8' ILOCK UP 8' MAY 07, 2012 PERMIT SET MAY 14, 2012 REVISED RACKING - GROWLER, WINE & SPIRITS SWITCH 0 VO KA ININ C17A'T 8' i.1 - -A" -- 03 DIS'LAY 8' yx 3' DIS'LAY 8'.x3' O DISS'kAY 8'.x 3' SALES AREA 6 i co , DISPLAY 8' yx 3' -5 3/4" ., INIMME PAPER PLAS IC 21 O 0 .i�[fii4r mos immuuranzo 0 GI' BAG 9' CR TICS 8'x5' BIG EALS 8' x 3' BIG )EALS 8' x 3' m z 0 J p O 0 GLASSWARE 24 1 1 1 11 11 L I I 11 11 11 11 6' -5 3/4" 7 3/4" ADU _1' 6' m ENERGY 3' S ODA 9 0 N. ZEAL 4' 06 WOMEN NAIL ODA 12 z J AUSTR4LIA 8' N/A 4' SPAI V8' OTHER GERM 4' IMPORTS 4' SOL TH AMER A 16' ITALY 1 z U' J \ w U C p a w 6' -0" 3 z J Q FORTIFIED 16' ■ FRANCE 6' RACKING HEIGHT: 5' -9" MAX. SIRAH 8" ZINFANjEL 8 z 0 J Q 6' -5 3/4" -�f- 01 ENTRY 11 11 ll CABERNET 16' CABER NET 8'i MERL OT $' 3INOT 12 STACKS 4' 2. OTHER WHT /, 6' -0" J Cc (1) • 05 MEN • w Q a z CD 6' -0" ��- iT J Q 1- O -J w z 0 J Q BLUSH 8' OTHER REDS 8' CHARDCNNAY 16 0 z 0 J Q CHARDCNNAY 12' STACKS 4' SAUV. B ANC 8' GEWS 4' J.R. 4' 4' -0" VISI 02 CARDS Q 41 4' -0 a 0 15 O 7' -0" CHECKOUT ;° ELECTRI! VISI VISI VISI VISI 4' CHARCCAL 8' .COM y 04 I CASHIER'S BOOTH 11 11 11 11 11 11 11 1I 11 II 11 11 J J 1 REVISION N01i REVIEWED FOR CODE COMPLIANCE APPROVED IJUL 2 6 2012 City of Tukwila BUILDING DIVISION RACKING PLA\ � •2 10,715 SQ. FT RECEIVED. JUL 26 2012 LT CENTER 1/8 " = 1' -0" • (1) ■ E ( 0 i• � a) an (1) d j CM CD 2 m f‘iO3 a, m �r� NO. REVISIONS BY RACKING PLAN 03 -13 -12 REAR LOADING DN DRAWN DN 03/20/12 REBRANDING SCHEME DN MAY 07, 2012 PERMIT SET MAY 14, 2012 REVISED RACKING - GROWLER, WINE & SPIRITS SWITCH /2\ JULY 12 2012 FIXTURE ADJACENCIES HT /3\ JULY 20, 2012 GROWLER ROOM HT CARL GREG `TEVE LAUGHLIN [I ENDOM f. HIGGINS r REGISTERED A PI, H1TECT A A r rr4TiuA ¢1II INCT ",r' RACKING PLAN JOB NO. 12 4360 20 DATE MAY 01 , 2012 DRAWN DN `CHECKED DYI J *SIGNS - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *SIGNS KEY NOTES *CLOCK - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *CLOCK 11 CENTER LIGHT FIXTURE IN ROOM EXACT POSITIONING OF TRACKS IN TASTING TO BE VERIFIED WITH BEVMO! REP. CONDUIT DROPS TO CHEESE CASE TO BE COORDINATED WITH BEVMO! REP. HEIGHT OF MECHANICAL DUCTS AND UNITS TO BE 15' -0" A.F.F. OR HIGHER. VERIFY CLEARANCE AND CONTACT ARCHITECT IF NOT FEASIBLE GENERAL NOTES 1. CONCEAL ALL UTILITY LINES BEHIND STRUCTURAL ELEMENTS (SUPPORT COLUMNS, ROOF BEAMS AND MEMBERS) FACING AWAY FROM STOREFRONT ENTRANCE 2. MAIN POWER CONDUIT FOR HALIDE FIXTURES IN SALES AREA TO BE MOUNTED ON TRAPEZE WITH CONDUIT AND BOXES ON THE UNDERSIDE OF RAFTERS OR CEILING 3. MIN. R -38 BATT INSULATION AT UNDERSIDE OF ROOF DECK / STRUCTURE TO HAVE SILVER VINYL OR PLASTIC BACKING (CAP SHEET) 4. ALL LIGHT FIXTURES TO BE FURNISHED BY BEVMO! INSTALLED BY G.C. U.O.N. 0 (N) WALL MOUNTED SECURITY AREA LIGHT (N) ROLL -UP DELIVERY DOOR (E) OPEN TO ROOF STRUCTURE ABOVE 10' -0" A.F.F. GYP. BD. CLG. 8' -0" A.F.F. GYP. BD. CLG. 07 RECEIVING OFFICE 09 LOCK -UP STORAGE 08 N) WALL MOUNTED\ SECURITY AREA LIGHT BREAK RIOM (E) REAR EXIT 1 14 I CORRIDOR; I— II-II� OPEN TO ROOF STRUCTURE ABOVE (E) • ELECT ROOM STOCK ROOM 8' -0" A.F.F. GYP. BD. CLG. 211212112111212126‘. 121211.121212M221 WALK -IN COOLER CLG. BY MANUFACTURER JANITOR AREA , WALK IN COOLER 1 2'x30' 1.. . =ma 1111111■11V,I 242i MEN A - i s GROWLER ROOM CLG. BY MANUFACTURER 7' -0" A.F.F. GYP. BD. CURTAIN WALL GROWLER ROOM ERVICE COUNTER 8' -0" A.F.F. SUSP. T -BAR CLNG. W 2' X 4' VINYL ROCK TIL 8 -0" A.F.F. G P. BD. CLG. 7' -10" A.F. GYP. BD. CURTAIN WALL (N) CL,NG.I MOUNTED FLAT SbREEN TV, VERIFY LOICATIONS W/ BEVMb! - - -1— 1 i I N �r 1 N I 0) 03 SALES AREA • L g 4 I OPEN f0 RDOF STRUCTURE ABOVE N N oo /1 Nuf T TYP. G _J ENTRY CASHIER BOOTH 3 -10 3/4 i9' -1" I II I II (N) DUPLEX OUTLET L II L 1 J 118' -10 3/4" 11 (E) GLU- LAM -I I OUTLETEF0(R) E ECTRIC BEAM, TYP. URA (E) CANOPY REFLECTED CEILI \G PLA\ 62y 1/8" = 1' -0" J b Ro OPEN TO ROOF STRUCTURE ABOVE NORTH REVISION N0: t REVIEWED FOR CODE COMPLIANCE APPROVED l JUL 2 6 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 2 6 2012 PERMIT CENTER ■ � Q 3 °L) E mei as a. a . 2 €1) 0 et2 � d H !I 0 c „a2 m 4)r� NO. REVISIONS LIGHTING LEGEND (FOR REFERENCE ONLY, SEE ELEC DWG) MAY 07, 2 PERMIT SET ■ e JUNE 08, 2012 HEALTH DEPT. COMMENTS HT 4 FT. SUSPENDED OR SURFACE MTD FLUORESCENT STRIP LIGHT FIXTURE WITH SHATTER PROOF LENS IN REQUIRED LOCATIONS PER CODE JULY 12 2012 IXTURE ADJACENCIES EXIT SIGN e JULY 20, 2012 GROWLER ROOM HT 1 CARL GREG STEVE LAUGHLIN f] ENDOM PI HIGGINS ri TRACK LIGHT FIXTURE & HEADS. VERIFY MOUNTING HEIGHT WITH BEVMO REP, (SHATTER PROOF LAMP TO BE USED) ■o41 EMERGENCY LIGHT FIXTURE: VERIFY STEM OR SURFACE MOUNT VERIFY MOUNTING HEIGHT WITH BEVMO REP A A A METAL HALIDE LIGHT FIXTURE: MOUNTING HEIGHT TO BE 12' -0" OR HIGHER, U.O.N.. (SHATTER PROOF LENS TO BE USED) EXHAUST FAN: LIGHT SWITCH ACTIVATED - TYP, C EXT. WALL MOUNTED SECURITY LIGHT p RECESSED LED DOWNLIGHT MFR: HALO HOUSING: HALO H7501CAT LED MODULE: ML706830 FIXTURE TRIM: 493WBS06 SOLITE REGRESSED LENS (TEMPERED) WITH WHITE BAFFLE AND WHITE TRIM MFR: LITHONIA LIGHTING FXT: WSTM NOTE: DARK BRONZE TEXTURED FINISH 0 (N) WALL MOUNTED SECURITY AREA LIGHT (N) ROLL -UP DELIVERY DOOR (E) OPEN TO ROOF STRUCTURE ABOVE 10' -0" A.F.F. GYP. BD. CLG. 8' -0" A.F.F. GYP. BD. CLG. 07 RECEIVING OFFICE 09 LOCK -UP STORAGE 08 N) WALL MOUNTED\ SECURITY AREA LIGHT BREAK RIOM (E) REAR EXIT 1 14 I CORRIDOR; I— II-II� OPEN TO ROOF STRUCTURE ABOVE (E) • ELECT ROOM STOCK ROOM 8' -0" A.F.F. GYP. BD. CLG. 211212112111212126‘. 121211.121212M221 WALK -IN COOLER CLG. BY MANUFACTURER JANITOR AREA , WALK IN COOLER 1 2'x30' 1.. . =ma 1111111■11V,I 242i MEN A - i s GROWLER ROOM CLG. BY MANUFACTURER 7' -0" A.F.F. GYP. BD. CURTAIN WALL GROWLER ROOM ERVICE COUNTER 8' -0" A.F.F. SUSP. T -BAR CLNG. W 2' X 4' VINYL ROCK TIL 8 -0" A.F.F. G P. BD. CLG. 7' -10" A.F. GYP. BD. CURTAIN WALL (N) CL,NG.I MOUNTED FLAT SbREEN TV, VERIFY LOICATIONS W/ BEVMb! - - -1— 1 i I N �r 1 N I 0) 03 SALES AREA • L g 4 I OPEN f0 RDOF STRUCTURE ABOVE N N oo /1 Nuf T TYP. G _J ENTRY CASHIER BOOTH 3 -10 3/4 i9' -1" I II I II (N) DUPLEX OUTLET L II L 1 J 118' -10 3/4" 11 (E) GLU- LAM -I I OUTLETEF0(R) E ECTRIC BEAM, TYP. URA (E) CANOPY REFLECTED CEILI \G PLA\ 62y 1/8" = 1' -0" J b Ro OPEN TO ROOF STRUCTURE ABOVE NORTH REVISION N0: t REVIEWED FOR CODE COMPLIANCE APPROVED l JUL 2 6 2012 City of Tukwila BUILDING DIVISION RECEIVED JUL 2 6 2012 PERMIT CENTER ■ � Q 3 °L) E mei as a. a . 2 €1) 0 et2 � d H !I 0 c „a2 m 4)r� NO. REVISIONS ■ MAY 07, 2 PERMIT SET ■ e JUNE 08, 2012 HEALTH DEPT. COMMENTS HT V A JULY 12 2012 IXTURE ADJACENCIES HT e JULY 20, 2012 GROWLER ROOM HT CARL GREG STEVE LAUGHLIN f] ENDOM PI HIGGINS ri '$ REGISTiED ., , ITL:r-r a ; r !4 4 AIDA - NGTON i l REFLECTED CEILING PLAN JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN DN vCHECKED DI J TOILET PAPER DISP. NTED GYP. BD. WALLS AND CEILINGS ALL SURFACES TO BE SMOOTH WITH NO TEXTURE 18 "x 30" LAVATORY, MIRROR SEE SIDE & FRONT - ELEV. ON 2/T3 6" COVED QUARRY TILE BASE & FLOOR cA) 42 "GRAB BAR SOAP DISP. PAPER TOWEL DISP. ti NTED GYP. BD. WALLS AND CEILINGS ALL SURFACES TO BE SMOOTH WITH NO TEXTURE (E)WATER CLOSET SEE SIDE ELEV. ON 1/T3 FRP WAINSCOT (ALL WALLS) 6" COVED QUARRY TILE BASE & FLOOR A7.2 �s\ 1VIE \'S RESTROOM WHITE MTL. SOAP DISH 36 "GRAB BAR (E)WATER CLOSET SEE FRONT ELEV. ON 1/T3 6" COVED QUARRY TILE BASE & FLOOR RESTRM, & BREAKRM. GENERAL NOTES EXTENT OF BEVERAGES & MORE! TENANT SPACE PROVIDE (N) HANDICAP ACC SSIBLE SYMBOL & GENDER SIGNS, RAISED BRAT LE LETTERS BOTH MEN'S Sc WOMEN'S RESTR00 S, SEE DOOR TYPE 'E' ON T2 FOR SIGNAGE RE UIREMENTS MIN. R -38 BATT INSULATION RE VERIFY (E), PROVIDE EXPOSED VINYL /PLASTIC BACKING FIRE R UIRED, (E) GLU -LAM BEAMS, TYP. ILVER ARDANT, TYP I (= 03 SALES AREA CORRIDOR PROVIDE S.S. COLUMN COVER WHEN COLUMN IS IN AISLE, TYP. H- 4" COVED RBR 1 1. PROVIDE (N) SOAP DISPENSER, PAPER TOWEL DISPENSER, WASTE RECEPTACLE, TOILET PAPER DISPENSER AND SEAT COVER DISPENSER AT EACH RESTROOM 2. ALL RESTROOM ACCESSORIES TO BE PROVIDED BY OWNER & INSTALLED BY G.C. 3. REFER TO EQUIPMENT SCHEDULE ON SHEET A1.2 4. REF TO TYPICAL ACCESSIBILITY DETAILS 1, 2, & 4 ON SHEET 13 FOR FIXTURE MOUNTING HEIGHT & DIMENSION REQUIREMENTS. 6,6..y WOMEN'S RESTRM. SIM. 3 COMP. SINK 0 ift 3/4" PAINTED PLYWOOD SHELVING TYP. (N)HANDSINK SEE LAVATORY SIDE ELEV. ON 2/T3 PHONE TIME CLOCK OVERIDE SWITCH FRP FINISH, TYP. 6 EMPLOYEE LOCKERS (STACKED) 12 "W x 12 "D x 36 "H, PROVIDE ONE LOCKER WITH LEVER TYPE H /W. ALL LOCKERS TO BE ON MIN. 6" LEGS OR WALL MOUNTED FRP FINISH, TYP. (N)HANDSINK SEE LAVATORY FRONT ELEV. ON 2/T3 REAK ROOM SECURITY & SOUND EQPT., SHOWN DASHED 3/4" PAINTED PLYWOOD SHELVING TYP. FIXED TEMPERED GLASS WINDOW ° 2' -O" Il ;v, PLASTIC LAMINATE OVER 3/4" PLYWD AT COUNTER - TYP. 3 A7.3 1 K\ I. 1 M K\ 1' -6" K\ / . / 0 , Zo 3 N N /2' -o" r o N 1 1 21-7' CARL GREG STEVE LAUGHLIN ENDOM -7 HIGGINS ri 2' -0" X 1 1 (N) LOCKERS, DOUBLE STACKED UNIT PAPER TOWEL DISP. 3/4" PAINTED PLYWOOD SHELVING TYP. SOAP DISP. WHITE MTL. SOAP DISH 1 11 11 I L IL JL -J PROVIDE 3 /4 "THK PLYWOOD BLOCKING AS SHOWN HATCHED. VERIFY WITH ELECTRICAL CONTR. (N) 3 COMP. SINK J3) 3/4" PAINTED PLYWOOD SHELVING TYP. PLASTIC LAMINATE OVER 3/4" PLYWD AT COUNTER - TYP. RECEIVING OFFICE 6. 4" COVED BASE TYP. 1' -6" K\ I. 1 M K\ K\ K\ 1 / 0 , Zo 3 1 1 1 /2' -o" r o 1 1 21-7' CARL GREG STEVE LAUGHLIN ENDOM -7 HIGGINS ri jr �t N 1 1 FILE CABINET (15 "W X 26 1/2"D), TYP. OF 2 1/4" = 1' -0" 1/4" = 1' -0" 1 /4" = 1 ' -0" (N) WALL BEHIND SEE 10/A7.3 FOR ANCHORING DETAILS ELEC. WATER HEATER, SEE PLUMBING DWGS 30 "HX24 "WX16 "D P -LAM 2- SHELVES CLEANING SUPPLY CABINET,. CONT. SEALANT OVER BACKER ROD 10" HIGH MOP SINK 6" HIGH QUARRY TILE BASE W/3/8" MIN. RADIUS COVE ® BASE OF MOP SINK (N) HAWS' HI -LOW DRINKING FOUNTAIN MODEL # 1119.14 SEE 3/T3 FOR ACCE REQUIREMENTS SIBILITY 1 SALES — 6.1 NORTH LAMINATED PARTITIONS'' FOR CASHIER'S BOOTH`- (60" H) - (E) GLU -LAM BEAMS, TYP. EXTENT OF BEVERAGES & MORE! TENANT SPACE (N) CASH COUNTER SEE 1/A7.4 NEW PAINT PER INTERIOR FINISHES ID6.1 1/8" = V_0" CASHIER'S BOOTH CHECKOUT ENTRY (N) BLACK OUT FILM TO HEIGHT AS SHOWN ON ALL STOREFRONT WINDOW , TYP. (E) STOREFRONT LAMINATED PARTITIONS FOR CASHIER'S BOOTH (8CY HT� S,T x 5" SYMBOL OF ACCESSIBILITY ©'`MAIN ENTRY DOORS, MOUNT 60" A.F.F. "N) AUTO. SLIDING DOOR4 (PROVIDE (N)_357__ LAR PROTECTION) I (N) STOREFRONT W/ TEMP. GLASS TO MATCH (E) 12' -0" (E) STOREFRONT 4" COVED RBR �z� SALES — 6.1 EAST E _ (PROVIDE (N) 35% qLARE TEMP,__�LAZIS ._hIG STOREFRONT WIND W� PROTECTION) bJ (N) TACTILE (RAISED BRAILLE LETTERS) SIGNAGE STATING "EXIT" SEE DOOR SIGNAGE NOTES ON T4 EXTENT OF BEVERAGES & MORE! TENANT SPACE (E) GLU -LAM BEAMS, TYP. 1/8" = 1' -0" u 11 l=1 P1 03 SALES AREA PROVIDE S.S. COLUMN COVER WHEN COLUMN IS IN AISLE, TYP. -., 4" COVED RBRJ WATER HEATER PLATFORM DECK NOTE PRIOR TO INSTALLATION, PROVIDE WATERPROOFING AROUND MOP SINK AREA 6 "X6" QUARRY TILE FLR. VERIFY MOP SINK WIDTH FULL HEIGHT FRP FINISH OVER W.R. GYP.BD. 4" COVED 7—BASE TYP. 6 "H QUARRY TILE BASE W/3/8" MIN. RADIUS COVE rs JANITORS AREA ELEVATION 1/4" = 1' -0" 1 *SIGNS - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *SIGNS *CLOCK - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. (E) EXT. WALL *CLOCK SALES — SOUTH 46.y 11 WALK IN COOLER 12'x30' STENCILED QUOTATIONS, COORDINATE HEIGHT, LAYOUT, AND FORMAT WITH TENANTS_._ REPRESENTATIVES TYP. 12 STOCK ROOM —(E) EXIT DOOR TO BE CLOSED & WELDED EXTENT OF BEVERAGES & MORE TENANT SPACE VERIFY (E), PROVIDE EXPOSED SILVER VINYL /PLASTIC BACKING FIRE RETARDANT, TYP NEW PAINT PER INTERIOR FINISHES ID6.1 K\ K\ SUDE�\ / K\ K\ K\ K\ / HT 3 JULY 20, 2012 GROWLER ROOM HT (E) STOREFRONT LAMINATED PARTITIONS FOR CASHIER'S BOOTH (8CY HT� S,T x 5" SYMBOL OF ACCESSIBILITY ©'`MAIN ENTRY DOORS, MOUNT 60" A.F.F. "N) AUTO. SLIDING DOOR4 (PROVIDE (N)_357__ LAR PROTECTION) I (N) STOREFRONT W/ TEMP. GLASS TO MATCH (E) 12' -0" (E) STOREFRONT 4" COVED RBR �z� SALES — 6.1 EAST E _ (PROVIDE (N) 35% qLARE TEMP,__�LAZIS ._hIG STOREFRONT WIND W� PROTECTION) bJ (N) TACTILE (RAISED BRAILLE LETTERS) SIGNAGE STATING "EXIT" SEE DOOR SIGNAGE NOTES ON T4 EXTENT OF BEVERAGES & MORE! TENANT SPACE (E) GLU -LAM BEAMS, TYP. 1/8" = 1' -0" u 11 l=1 P1 03 SALES AREA PROVIDE S.S. COLUMN COVER WHEN COLUMN IS IN AISLE, TYP. -., 4" COVED RBRJ WATER HEATER PLATFORM DECK NOTE PRIOR TO INSTALLATION, PROVIDE WATERPROOFING AROUND MOP SINK AREA 6 "X6" QUARRY TILE FLR. VERIFY MOP SINK WIDTH FULL HEIGHT FRP FINISH OVER W.R. GYP.BD. 4" COVED 7—BASE TYP. 6 "H QUARRY TILE BASE W/3/8" MIN. RADIUS COVE rs JANITORS AREA ELEVATION 1/4" = 1' -0" 1 *SIGNS - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *SIGNS *CLOCK - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. (E) EXT. WALL *CLOCK SALES — SOUTH 46.y 11 WALK IN COOLER 12'x30' STENCILED QUOTATIONS, COORDINATE HEIGHT, LAYOUT, AND FORMAT WITH TENANTS_._ REPRESENTATIVES TYP. 12 STOCK ROOM —(E) EXIT DOOR TO BE CLOSED & WELDED EXTENT OF BEVERAGES & MORE TENANT SPACE VERIFY (E), PROVIDE EXPOSED SILVER VINYL /PLASTIC BACKING FIRE RETARDANT, TYP NEW PAINT PER INTERIOR FINISHES ID6.1 K\ K\ K\ K\ K\ K\ K\ K\ (N) WALK -IN COOLER ji (E) COLUMN TO REMAIN, TYP. 1 A (N) SUSP. T -BAR CLNG. W/ VINYL ROCK TILE (4\\ SALES — WEST O 103 SALES A 'REA B.O. LIGHT FIXTURES OPEN TO CORRIDOR 14 —(N) 42" HIGH ALUM. RAILING W/ TEMP. GLASS PANEL INFILLS, MFR: FEENEY ARCHITECTURAL PRODUCTS, PHONE (510) 893 -9473 www.designrail.com 16y 1/8' = 1' -O" = L > M IONNO1 __I CODE COMPLIANC REVIEWED FOR I APPROVED JJUL 2 6 2012 City of Tukwila �UiLDING DIVISION RECEIVED JUL 26 2012 1/8" = 1' -0" et NO. REVISIONS B, '21 REGISTE RRED r''.HCHITECT t1.A'' SFLIIDA aA,T ASHINGTON MAY 07, 2012 PERMIT SET JOB NO. 12 4360 20 1 JUNE 08 , 12 HEALTH DEPT. COMMENTS HT 3 JULY 20, 2012 GROWLER ROOM HT CARL GREG STEVE LAUGHLIN ENDOM -7 HIGGINS ri jr r a . '21 REGISTE RRED r''.HCHITECT t1.A'' SFLIIDA aA,T ASHINGTON INTERIOR ELEVATIONS JOB NO. 12 4360 20 DATE MAY 02, 2012 DRAWN TS CHECKED DI Alr SHEET A6.1 OF SHEETS PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION IN REMARKS W VOUGH _ HW GAS MS -1 MOP SINK 3" 2" 3/4" 3/4" - FLORESTONE; MODEL: MSR -2424 MOLDED MOP RECEPTOR, 24 "X24 "X10 "H. "CHICAGO FAUCET" #897 -RCF, ROUGH CHROME PLATED SOLID CAST BRASS CONSTUCTION. ATMOSPHERIC VACUUM BREAKER SPOUT WITH PAIL HOOK, WALL BRACE, 3/4 " MALE GARDEN HOSE THREAD OUTLET, 2-3/8" METAL LEVER HANDLES WITH HEIGHT POINT TAPERED BROACH AND SECURED COLOR CODED INDEX BUTTONS. INLET SUPPLY ARMS WITH ADJUSTABLE CENTERS FROM 7 -5/8" - 8 -3/8 ". THREE COMPARTMENT BAR SINK S -1 HAND SINK 3 COMPARTMENT SINK 2" 3" 1 -1 /2" 2" 1/2" /2" 1/2" 1/2" /2" 1/2" - - ADVANCE TABCO, MODEL# 7- PS -EC; 10 "X 14 "X5 "D; WALL MOUNTED, HEAVY GAUGE TYPE 304 STAINLESS STEEL; HAND SINK WITH FAUCET SET. NOTE: SINK SIZE, CONTROLS AND INSTALLATION SHALL CONFORM TO ACCESIBILITY REQUIREMENTS PER CBC SEC. 1115B.2.1.6.2 AND FIG. 116-10. KROWNE MODEL# KROB -8102; /2- LENGTH X 21- WIDE; BOWL SIZE 18" "X12 . FAUCET: T &S MODEL #B - 0230 -LN; 8" C/C WALL MOUNT MIXING FAUCET W/1/2" NPT FEMALE ECCENTRIC INLET FLANGES. LEVER HANDLES. NOZZLE: T &S MODEL 062X; 12 SWING NOZZLE 1 S -2 15 S -3 3 COMPARTMENT BAR SINK 3" 2" 1/2" 1/2" - KROWNE MODEL# KR B -8001; 60 "" LENGTH, BOWL SIZE 10' "X 14 "'X10 ", 12" LEFT AND RIGHT DRAIN BOARDS. FAUCET: T &S MODEL #B - 0230 -LN; 8" C/C WALL MOUNT MIXING FAUCET W /4" NPT FEMALE ECCENTRIC INLET FLANGES. LEVER HANDLES. OZ- LE T: S 0� L; 16 X- 12 SWING N� Z - 3 �-� _ _ SINK _ 2" 1 -1 /2" 1/2" 1/2" _ - - - "JUST" MODEL SB- 1215- A- GR- 18GA., SINGLE COMPARTMENT SINK, TYPE 304, 18 -8 STAINLESS STEEL, SELF - RIMMING TOP MOUNT GRIP -RIP PLUS WITH STAINLESS STEEL MOUNTING CHANNELS, JTR -51 -W4 ADA COMPLIANT FAUCET, J- ADA -35 DRAIN SYSTEM. S -4 A.O. SMITH EWH -1 ELECTRIC WATER HEATER 1 "DRAIN - 3/4" 3/4" - A.O. SMITH, MODEL DSE- 30 -18, 18KW, RECOVERY RATE 105 GPH AT 70T TEMP. RISE; 30 GAL TANK STORAGE CAPACITY, INSULATED & LINED. 208V- 3PH - 60HZ. PROVIDE SEISMIC STRAPS. DF -1 HWRCP - 1 HOT WATER RETURN CIRCULATING PUMP - - 3/4" - - GRUNDFOS UP15- 10B7 /T; 5 GPM AT 2.5 FTHD, 115V/0.55 AMPS /60WATTS, 1/25 HP, WITH TIME CLOCK, COORDINATE TIME SCHEDULING WITH THE OWNER. 1 FS -1 FLOOR SINK 3" 2" - - - ZURN, MODEL # Z1901- KC -23(- 2) FLOOR SINK W /A.R.E. INTERIOR & DOMES, DOUBLE DRAINAGE FLGE. W/ 1/2 GRATES. REMOVABLE BASKET. NOTES: 1. ALLOWABLE PRESSURE DROP = 4 PSI /100 FT OF PIPE 2. MAINTAIN A RESIDUAL PRESSURE OF NOT LESS THAN 15 PSI AT PLUMBING FIXTURES, ADJUST INLET PRESSURE REGULATOR AS REQUIRED. 3. MAXIMUM WATER VELOCITY IN PIPES SHALL BE 8 FPS FOR COLD WATER AND 5 FPS FOR HOT WATER SYSTEMS. 4. WATER SUPPLY FIXTURE UNITS ARE BASED ON 2009 UPC, APPENDIX A, TABLE WCO -1 WALL CLEANOUT VERIFY - - - - ZURN, MODEL # Z1468, TAPER THREAD PLUG WITH SQUARE FRAME AND COVER IN POLISHED CHROME 3 FCO -1 FLOOR CLEANOUT VERIFY - - - - ZURN, MODEL # Z1400, FLOOR CLEANOUT WITH WATER - GAS TIGHT ABS THREADED PLUG, ROUND STAINLESS STEEL ACCESS COVER. -III- WHA -1 WATER HAMMER ARRESTER - - 3/4" - - J.R.SMITH, MODEL #4031L- F, TAPER THREAD PLUG WITH SQUARE FRAME AND COVER IN POLISHED CHROME ET -1 EXPANSION TANK - - 3/4" - - AMTROL, MODEL # ST -5, 2.0 GALLONS, STEEL SHELL, POLYPROPYLENE LINER, BUTYL DIAPHRAGM, FACTORY PRECHARGE AT 40 PSIG, MAXIMUM OPERATING TEMPERATURE = 200'F, MAXIMUM WORKING PRESSURE = 150 PSIG. DN WC -1 WATER CLOSET ADA COMPLIANT „ 4 2 3/4 " - - AMERICAN STANDARD, MODEL CADET 3 FLOWISE 2835.128 RIGHT HEIGHT ELONGATED TOILET. ADA COMPLIANT, TANK TYPE, ELONGATED BOWL, VITREOUS CHINA, HIGH EFFICIENCY TOILET, WATER CONSUMPTION 1.28 GPF, WITH #5284.016 ELONGATED EVERCLEAN SOLID PLASTIC SEAT AND COVER. LV -1 LAVATORY ADA COMPLIANT 2" -1 / 1 2" 1 /2" 1 /2" - AMERICAN STANDARD, MODEL DECLYN #0321.026. ADA COMPLIANT, WALL HUNG LAVATORY, VITREOUS CHINA, REAR OVERFLOW, SOAP DEPRESION. FAUCET: CHICAGO, MODEL #802- 665CP; CHROME- PLATED BRASS, DECK MOUNTED 4" CENTERS, AERATOR. TP -1 TRAP PRIMER - - 1/2" - - P.P.P. No. P -2 COPPER BODY WITH 1/2" TYPE "L" COPPER PIPE RECEPTOR. (INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS). FLOOR CLEANOUT OR GRADE CLEANOUT DF -1 DRINKING FOUNTAIN 2" -1/2" 1/2" - - HAWS; MODEL:1119 "HI -LO" WALL MOUNTED BARRRIER FREE DRINKING FOUNTAIN, DUAL 14 GAUGE TYPE 304 STAINLESS STEEL SATIN FINISH BASINS WITH INTEGRAL 1/4" STAINLESS STEEL MOUNTING PLATES, PUSH - BUTTON OPERATED VALVES WITH FRONT- ACCESSIBLE CARTRIDGE AND FLOW ADJUSTMENT, POLISHED CHROME - PLATED BRASS VANDAL - RESISTANT BUBBLER HEADS, POLISHED CHROME - PLATED BRASS VANDAL RESISTANT WASTE STRAINER, VANDAL RESISTANT BOTTOM PLATE STAINLESS STEEL SATIN FINISH BACK PANEL, HIGH AND LOW FOUNTAIN MOUNTING LEVELS, AND 1-1/4" IPS TRAPS. AFF WATER HEATER SIZING FIXT. ID QTY. DESCRIPTION GPH DEMAND PER FIXTURE TOTAL GPH DEMAND S -1 2 HAND SINK 5 10 S -2 1 THREE COMPARTMENT SINK 45 45 S -3 1 THREE COMPARTMENT BAR SINK 18 18 GW -1 1 GLASSWASHER 40.8 40.8 MS -1 1 MOP SINK 15 15 LV -1 2 LAVATORY YSSINK v 5 5 10 5 S-4 1 3 COM. BAR SINK 3 HOT WATER DEMAND (GPH) = USAGE FACTOR TOTAL HOT WATER DEMAND (GPH) TEMPERATURE RISE ( T ) 100.7 GPH X 8.34LB /GAL. X 60'F 143.8 = 0.7 = 100.7 = 60 = 15.1 KW 2.25 ELECTRICAL INPUT: 0.98 X 3415 BTUH /KW RECOMMENDED WATER HEATER WATER HEATER QUANTITY 1 MANUFACTURER A.O. SMITH MODEL DSE -30 -18 RECOVERY 105 GPH AT 70'F TEMP. RISE ELECTRICAL INPUT 18 KW, 208V /3PH /60Hz STORAGE SIZE 30 GAL. WATER FIXTURE UNITS CALCULATIONS FIXTURE FIXTURE DESCRIPTION QTY. F.U. EACH F.U. TOTAL HW F.U. 75% OF CW F.U. HW F.U. TOTAL WC -1 WATER CLOSET 2 2.5 5 - - LV -1 LAVATORY 2 1 2 0.75 1.5 S -1 HAND SINK 2 1 2 0.75 1.5 S -2 3 COM. SINK 1 3 3 2.25 2.25 S -3 3 COM. BAR SINK 1 3 3 2.25 2.25 GW -1 GLASSWASHER 1 - - 3 3 MS -1 MOP SINK 1 3 3 2.25 2.25 DF -1 DRINKING FOUNTAIN 1 0.5 0.5 - - S-4 INK 1 1 1 i.75 0.75 TOTAL FU 19.5 1 13.5 NOTES: 1. ALLOWABLE PRESSURE DROP = 4 PSI /100 FT OF PIPE 2. MAINTAIN A RESIDUAL PRESSURE OF NOT LESS THAN 15 PSI AT PLUMBING FIXTURES, ADJUST INLET PRESSURE REGULATOR AS REQUIRED. 3. MAXIMUM WATER VELOCITY IN PIPES SHALL BE 8 FPS FOR COLD WATER AND 5 FPS FOR HOT WATER SYSTEMS. 4. WATER SUPPLY FIXTURE UNITS ARE BASED ON 2009 UPC, APPENDIX A, TABLE - A -2. WASTE FIXTURE UNITS CALCULATIONS FIXTURE FIXTURE DESCRIPTION QTY. EACH TOTAL NOTES DESCRIPTION a WC -1 WATER CLOSET 2 4 8 - WROUGHT COPPER LV -1 LAVATORY 2 1 2 - HIGGINS ❑ S-1 HAND SINK 2 1 2 - HOT WATER RECIRCULATION PIPING S-2 3 COM. SINK 1 3 3 - S OR W S-3 3 COM. BAR SINK 1 3 3 - GW -1 GLASSWASHER 1 3 3 - �,. FD-1 FLOOR DRAIN 1 2 2 - - MS-1 MOP SINK 1 3 3 - CONDENSATE DRAIN PIPING -1 DRINKING FO NTAIN 1 1 1 - ID S-4 SINK 1 3 - $ TOTAL F.U. 30 - NOTES: 1. USE 4" SANITARY WASTE LINE & CONNECT TO (E) SANITARY 2. DRAINAGE FIXTURE UNITS ARE BASED ON 2009 UPC, CHAPTER �� 3 SEWER SYSTEM. 7, TABLE 7 -3. GENERAL NOTES 1. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. 2. ALL DRAIN, WATER LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF EQUIPMENT & SECURED IN PLACE. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF THE SANITARY SEWER ON THE SITE PLAN AND SHALL REVISE THE SEWER SYSTEM AS REQUIRED. 4. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 5. ALL VALVES, TRAP PRIMERS, WATER HAMMERS ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 6. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKE. 7. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. 8. INSTALLATION SHALL CONFORM TO THE ENERGY CODE FOR NEW NON- RESIDENTIAL BUILDINGS. 9. PRIOR TO COMMENCING WORK ON THIS PROJECT, CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL EXISTING UTILITIES IN FIELD BEFORE STARTING WORK. SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY. 10. CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR TO REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. 11. ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE & LOCAL ORDINANCES & REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK. ALL PLUMBING WORK & MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE LOCAL PLUMBING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPARTMENT OF BUILDING & SAFETY. OBTAIN & PAY FOR ALL PERMITS, FEES & INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. ALL PIPING TO BE CONCEALED UNLESS NOTED OTHERWISE. 12. THE EQUIPMENT ROUGH -INS AS SHOWN ARE BASED UPON AVAILABLE INFORMATION HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN, THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY ON THE CONTRACTOR. 13. INSTALL SHUT -OFF VALVES ON ALL HOT & COLD WATER LINES TO FIXTURE OR APPLIANCE. 14. ENSURE THAT ANY PENETRATIONS MADE THROUGH THE COOLER /FREEZER UNIT ARE TO BE SEALED PROPERLY TO PREVENT WATER INFLATION. 15. ENSURE THAT ALL JOINTS, GAPS AND SPACES ALONG THE PERIMETER OF PLUMBING FIXTURES ARE TO BE SEALED WITH NSF APPROVED SEALANT TO WITHIN 1/32". ACCESSIBILITY NOTES 1. A CLEAR FLOOR SPACE 30" WIDE BY 48" LONG SHALL BE PROVIDED IN FRONT OF THE LAVATORY TO ALLOW A FORWARDS APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE & TOE SPACE UNDERNEATH THE LAVATORY. 2. HOT WATER & DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORIES. 3. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS /FT LEVER PUSH -TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN, SELF CLOSING VALVES ARE ALLOWED IF THE FAUCETS REMAIN OPEN FOR AT LEAST 10 SECONDS. PIPE MATERIAL SCHEDULE SERVICE PLUMBING LEGEND FITTINGS LOCATION SYMBOL ABBREVIATION DESCRIPTION a ABOVE GRADE BELOW GRADE HOT AND COLD WATER COPPER TYPE "L" HARD DRAWN CW COLD WATER PIPING COPPER TYPE "K" HARD DRAWN WROUGHT COPPER BELOW GRADE INDIRECT WASTE COPPER TYPE "M" HARD DRAWN WROUGHT COPPER HW HOT WATER PIPING (110T) HIGGINS ❑ HWR HOT WATER RECIRCULATION PIPING S OR W SOIL OR WASTE PIPING BELOW GRADE S OR W SOIL OR WASTE PIPING ABOVE GRADE a �,. S OR W NEW CONNECTION TO EXISTING WASTE PIPING - - V VENT PIPING CD CONDENSATE DRAIN PIPING CD ID INDIRECT DRAIN PIPING D $ WHA WATER HAMMER ARRESTOR Q5 P.O.C. POINT -OF- CONNECTION ] CAPPED -III- UNION UP PIPE UP O DN PIPE DOWN J DN PIPE TEE DOWN -io{- SHUT -OFF VALVE -IA- CV CHECK VALVE -*- RED REDUCER -0- PUMP )- FCO /GCO FLOOR CLEANOUT OR GRADE CLEANOUT II- WCO WALL CLEANOUT AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR BG BELOW GROUND (E) EXISTING (N) NEW NTS NOT TO SCALE IE INVERT ELEVATION QTY. QUANTITY V.I.F. VERIFY IN FIELD FU FIXTURE UNIT PIPE MATERIAL SCHEDULE SERVICE PIPE FITTINGS LOCATION SOIL & WASTE ABS ASTM D 2661 SCHEDULE 40 ABS SOCKET AND SOLVENT- CEMENTED ABOVE GRADE BELOW GRADE HOT AND COLD WATER COPPER TYPE "L" HARD DRAWN WROUGHT COPPER ABOVE GRADE COPPER TYPE "K" HARD DRAWN WROUGHT COPPER BELOW GRADE INDIRECT WASTE COPPER TYPE "M" HARD DRAWN WROUGHT COPPER ABOVE GRADE NOTE 1: REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. DRAWING SCHEDULE SHEET NUMBER DESCRIPTION P0.1 LEGEND, GENERAL NOTES, SCHEDULES & CALCULATIONS P0.2 SPECIFICATIONS P1.1 PLUMBING PLAN P2.1 PARTIAL ENLARGED S., W. & V. PLUMBING PLAN P3.1 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN P4.1 ROOF PLUMBING PLAN P5.1 ISOMETRIC PIPING P6.1 DETAILS FRAY, App 141OTAND RE��QvAt RFD 1), up Li ECEE JUL 262012 PERMIT _CENTER EXPIRES: 09 /30/2012 ■ o i as i Pio (1) 0 1:1) 2 SNI to) p3 32.y � lc; Ca 8 F. 12 NO. REVISIONS BY MAY 07 2012 PERMIT SET A JUNE 08 2012 HEALTH DEPT'. COMMENTS A A JULY 12 2012 FIXTURE ADJACENCIES / /� JULY 20, 2012 GROWLER ROOM ERIC GREG `TEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ � ACTES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 LEGEND, GENERAL NOTES, SCHEDULES, & CALCULATIONS JOB NO. 11 4360 20 DATE DRAWN MP \CHECKED SR SHEET P0.1 Or SHEETS 2 "WCO DF -1 2" 2" W —1 2"--6411 "-4 4 "WCO „ LV -1i V -1 2 "- 2"V.T.R. 4 "FCO 4" EWH -1 4 "WCO -�i „ r- .w) 'Ir® '® } 00000000 17 1s 19 20 21 KEYED NOTES (S., W. & V.) 4" WASTE AND 2" VENT FROM WATER CLOSET. 3" WASTE AND 2" VENT FROM FLOOR SINK /DRAIN. 3" WASTE AND 2" VENT FROM MOP SINK. 3" WASTE AND 2" VENT FROM 3 —COMP SINK. VENT LINE UP TO CEILING. 2" WASTE AND 1-1/2" VENT FROM HAND SINK. 2" WASTE AND 1 -1/2" VENT FROM DRINKING FOUNTAIN. EXTEND AS NEEDED AND CONNECT TO NEAREST WASTE LINE. VERIFY IN FIELD EXACT LOCATION, INVERT ELEVATION AND SIZE OF EXISTING WASTE LINE. 3" VENT THRU ROOF; SEE DETAIL 9/P6.1. VENT LINE UP TO 60" A.F.F. WALL CLEANOUT; SEE DETAIL 5/P6.1. FLOOR SINK; SEE DETAIL 6/P6.1. MOP SINK; SEE DETAIL 3/P6.1. 3/4" PTRV DRAIN FROM EWH -1 TERMINATE INDIRECTLY WITH 2" AIR GAP ABOVE MOP SINK. PROVIDE ISLAND SINK VENTILATION. INSULATE CONDENSATE DRAIN LINE FROM COOLER EVAPORATOR. PROVIDE HEAT TRACING LINE TOWARD DRAIN WITH MINIMUM SLOPE OF 1/4" PER LINEAR FOOT RUN. VENT LINE ROUTED BELOW SLAB. 2" VENT THRU ROOF; SEE DETAIL 9/P6.1. 2" WASTE AND 1-1/2" VENT FROM LAVATORY. 3/4" CD DOWN FROM ROOF. 3/4" CD DOWN THRU WALL AND TERMINATE ABOVE FLOOR SINK VIA " AIR AP 22 2" WASTE AND 1 -1/2" VENT FROM SINK IN GROWLER ROOM. 3 23 OUTLINE OF TWO —WAY LOW PROFILE EVAPORATOR IN GROWLER ROOM (BY OTHERS), SHOWN FOR REFERENCE ONLY. 24 1" INDIRECT DRAIN FROM DRIP TRAY. TERMINATE INDIRECTLY WITH 2" AIR GAP ABOVE FLOOR SINK. 1 PARTIAL ENLARGED S., W. & V. PLUMBING PLAN 2.1 SCALE: 1/4" = !IOW N0:1_ SEpq ►'ERM�� APPROVAL AND REQUIRED p RECEIVED, JUL 26 2012 PERMIT CENTER EXPIRES: 09 /30/2012 • >. E O 3 ea a. o an (1) C :an osy ea at is' 0 �dHmt as 7 1 c..t m �r� NO. REVISIONS B` MAY 07 2012 PERMIT SET AJUNE 08 2012 HEALTH DEP1'. COMMENTS AJULY 12 2012 FIXTURE ADJACENCIES A JULY 20, 2012 GROWLER ROOM ERIC GREG 4STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ AGIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 PARTIAL ENLARGED S., W. & V. PLUMBING PLAN JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED SR i OF SHEET P2.1 SHEETS 3/4" 3/4 "—cp j FS -11 LV— 1 WHA -- - - ---- 1/2" LV— 1 3/4" 3/4" TP -1 FS -1 1/2-' HWRCP -1 1/2" 1" 3 1/2" GENERAL NOTES (DOMESTIC WATER) 1. ALL VALVES ARE NOT SHOWN ON THE CONTRACT DOCUMENTS. PROVIDE VALVES WHERE REQUIRED TO ADEQUATELY SERVICE ALL PARTS OF SYSTEMS AND EQUIPMENT IN ADDITION TO THOSE SHOWN ON THE DRAWINGS. 2. ALL SINKS MUST HAVE MIXING FAUCETS, AND THE UTENSIL SINK A SPOUT LONG ENOUGH TO REACH EACH COMPARTMENT. 0 0 0 0 0 0 0 0 0 10 11 12 13 KEYED NOTES (DOMESTIC WATER) CW PIPE EXTEND AS NEEDED AND CONNECT TO NEAREST EXISTING CW LINE. DOMESTIC WATER PIPING ROUTED OVERHEAD. 3/4" COLD AND HOT WATER DOWN THRU WALL. 1/2" COLD AND HOT WATER TO 3— COMPARTMENT BAR SINK. 1/2" COLD AND HOT WATER TO HAND SINK. 1/2" COLD WATER TO TRAP PRIMER. SEE DETAIL 4/P6.1. PROVIDE 10 "X10" ACCESS PANEL FOR TRAP — PRIMING DEVICE. INSTALL TRAP PRIMING VALVE AT LEAST 12" ABOVE FINISHED FLOOR WITH BALL VALVE. 3/4" HOT WATER DOWN TO GLASSWASHER. EWH -1 ON PLATFORM ABOVE MOP SINK, SEE DETAIL 7/P6.1 & 8/P6.1. 3/4" COLD AND HOT WATER DOWN TO MOP SINK. 1/2" COLD AND HOT WATER TO 3— COMPARTMENT SINK. 1/2" COLD WATER TO DRINKING FOUNTAIN. BALANCING VALVE. 3/4" COLD WATER DOWN TO WATER CLOSET. 1/2" COLD AND HOT DOWN TO LAVATORY. 1 1 /2" COLD AND HOT WATER TO SINK IN GROWLER ROOM. PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN SCALE: 1/4" = REVISION NO1LL RECEIVED JUL 26 2012 E'EPai i ckeNTER EXPIRES: 09 /30/2012 a. >1 O 3 i i 0 (1) Cri e 2 as E 0 � i H �o w t d! i mit m �r� NO. REVISIONS B` MAY 07 2012 PERMIT SET AJUNE HEALTH DEPT. COMMENTS 2 JULY 12, 2012 FIXTURE ADJACENCIES JULY 20, 2012 GROWLER ROM ERIC GREG ♦ STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ J ACIFS ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN JOB NO. 11 4360 20 DATE DRAWN MP CHECKED SR 1, OF SHEET P3.1 SHEETS 12 STOCK rx-r-' nnn��_ ROO,tl' 1- 2" 08 BREAK ROOM � \ 42: wco FS -1 O 2 "(3 F.U.) -- p LL2"(1 F.U.) DF -1 III 113 "VTR / I\ 4 -2 "(15 F.U.) y \r"(14 F.U.) I 2 "(4 F.U.) --� we -1 06 WOMEN i 2 "(3 F.U.) S -2 T2"(4 F.U.) f2 "(1 F.U.) 4 "(11 F.U. 4 "(4 F.U. 2 "(1 2"(10 F.U.) LV -1 4 "(5 F.U.) -� 2"(9 F.U.) l� "(4 F.U.) 2 "(1 F.U.)-9)1> x`01 r2 i I 4 "(10 F.U. 2 "(4 4 "WCO W -1 K\ 3 "(3 F.U. 111 2 „VTR /1\ 2 "(1 F.U. S -1 S -1 c1 -2 "(3 F.U.) JANITOR AREA 13 2 "(9 r--r- r ( 1 i 3,. 1 r 1 1 1/2" C 1 C2 "wco 2 "(3 F.U.) FS -1 2 "(2 F.U. i� 2 � 3"(3 F.U. 2 "(3 F.U. \ • FS -1 4 "(27 F.U. 3 "(3 F.U. 1� SOIL, WASTE & VENT ISOMETRIC PIPING 5 N.T.S. 4 "(6 F.U. 4 "(4 F.U. 05 MEN 12 STOCK ROOM TP -1 WHA DF -1 08 BREAK ROOM WHA 2.5 FU)3 /4" 3/4 "(3.5 F.U.) 06 1/2" 1 FU) 1/2" 0.75 FU) WHA WOMEN LV_1JJ 1/2 "(1 FU) 1/2"(0.75 FU) 3/4 "(2.5 F.U.) 3/4 "(2.5 F.U.) BALANCING VALVE 10 "(1.4?F. JANITOR wH -1 "(6.75 F.U.) AREA 3 13 TASTING. FD -1 (3 F.U.)3 /4" F (19.5 F.U.)1 "- 0.75 F.U.)1 /2" 0.75 F.U.)1/2" 1 F.U.)1/2" TP -1 2.25 F.U.)1 /2" 3 F.U.)1 /2" 3 F.U.)1 /2" 4 F.U.)1 /2" DOMESTIC WATER ISOMETRIC PIPING N.T.S. 05 MEN 2.5 FU)3 /4" RE . VISION N0. 1 RECEIVED JUL 2 6 2012 PEEWIT CENTER bi) 1,L1 EXPIRES: 09 /30/2012 N 00 N Fax:510.428.9491 .hayashida - architects.com IOW ■ E O 3 i i 2 12‘) c = 0 1- a) 2 CS �a p � d H ea 17, 0 c cci N NO. REVISIONS B, MAY 07 2012 PERMIT SET AJUNE 08 2012 HEALTH DEP1'. COMMENTS AJULY 12 2012 FIXTURE ADJACENCIES /� / \ JULY 20, 2012 GROWLER ROOM ERIC GREG tTEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ e AGIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 ISOMETRIC PIPING JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED SR J OF SHEET P5.1 SHEETS ENERGY CODE COMPLIANT TIMECLOCK PHOTOCELL ON ROOF FOR EXT SIGN BP -1 & BP -2 Sc BP -3 2 HOUR TIMER BYPASS SWITCH PARAGON #SW2H OR EQUAL. LO ATE SWITCH SO THAT PERSON USING THE DEVICE CAN SEE THE LIGHTS CONTROLLED. 1 T BP -1 L1 -33 BP -2 L1 -33 RELAY PHOTOCELL ON/ TIMESVVITCH OFF A3 -19 I 1 EXTERIOR SIGN A3 -21 -11 1 A2 -33 L__ii 1 BP -3 A2 -3 11 L1 -33 A2 -5 --1 I-- A2-7 1 �- A2 -9 1 1 A2-11 1 I-- A2 1 3 1 L1-13 11 A2 15 II A2 -17 11 A2 -19 (I-1 A2 - 21 -21--11 A2 23 ( II-1- A2 25-� - - N SALES AREA LIGHTS & TRACK EXTERIOR SIGN BACK EXIT LIGHTS LIGHTING CONTROL DIAGRAM RELAY TAT A2 -27 --I---I I--�- I I A3 -14 1 1-1 A3 -161 INTERIOR A3 -18 -I-I i --1- SIGN A3 -20 STOCK ROOM RESTROOMS KITCHEN LIGHTS 1 SCHEMATIC PANEL 'Al' VOLTAGE 120 /208 WRE PHASE TYPE 4 MOUNTING: AIC RATNG: CONITION: SURFACE AJUNE NOTES: BUS RATING: 225A 3 PER UTILITY CO. MAN REQUIREMENT: 200A CB /� / \ DOSING ERIC GREG LTEVE CKT# NOTE LOAD CB P T . LOAD DESCRIPTION (ITEM NO.) LOAD KVA w 2 o- LOAD KVA LOAD DESCRIPTION (ITEM NO.) CB P T 1 LOAD NOTES o 1 M 3 60 (N) ROOFTOP UNIT RT -4 2.15 A 1.44 SPARE 1 20 K 2 3 M - --- - - - - -- 2.15 B 1.92 SPARE 1 20 K 4 5 M - - --- 2.15 C 1.50 SPARE 1 20 D 6 7 C 1 20 SPARE 1.44 A 0. 6 • iilLING N G-•WL :- -••M 3 1 K 8 9 C 1 20 SPARE 1.44 B 0.56 - - - - -- - - M 0.00 KVA 10 11 TOTAL DEMAND KVA AMPS @ 120/208, 1 PHASE, 31MRE C 1 20 SPARE 1.44 C 0.56 - - - - - -- - - M 12 13 C 1 20 SPARE 1.44 A 1.30 S' 1 0 K 14 15 C 1 20 SPARE 1.44 B 1.30 SPARE 1 20 K 16 17 C 1 20 SPARE 1.60 C 0.72 SPARE 1 20 G 18 19 M 3 100 (E) ROOFTOP UNIT RT 1 12.00 A 1.80 SPARE 1 20 G 20 21 M - - 12.00 B 0.50 SPARE 1 20 K 22 23 M - - 12.00 C 0.50 SPARE 1 20 C 24 25 C 3 100 SPARE 0.68 A 1.00 SPARE 1 20 C 26 27 C - - LTG. BACK SPACE 1.16 B 5.93 (E) ROOFTOP UNIT RT 2 3 60 M 28 29 C - - 0.25 C 5.93 - - - - - -- - - M 30 31 D 1 20 SPACE 0.20 A 5.93 - - - - - -- - - M 32 33 M - - SPACE r B 0.72 PANE.. "A4" 2 60 G 34 35 M 3 15 SPACE 0.29 C 0.00 - - - - -- - - G 36 37 M - - SPACE 0.29 A 0.60 SPARE 3 60 G 38 39 C - - SPACE 0.10 B 0.60 SPARE - - G 40 41 1 • . SPACE C C SPACE SPARE - - 42 42 CONNECTED LOAD 20.64 KVA DEMAND LOAD CALCULATION PHASE A PHASE B PHASE C TOTAL DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR 13.54 KVA 21.36 KVA CONTINUOUS LOAD (C) DEDICATED LOAD (D) GENERAL RECEPTACLE (G) KITCIfN EQUPNBNT (K) LARGEST MOTOR LOAD (M) 0.00 0.72 0.00 0.00 61.92 125% 100% 100% of 1st 10kVA & 50% of remaining 65% 125% of largest motor + 100% remaining 0.00 0.72 0.00 0.00 61.92 20.64 KVA 62.64 KVA 38.10 KVA TOTAL DEMAND KVA AMPS @ 120/208, 3 PHASE, 4WRE 62.64 173.87 SINGLE LINE DIAGRAM NOTES RENAME EXISTING PANEL "1 -3" TO "Al" RENAME EXISTING PANEL "2 -3" TO "A2" PROVIDE NEW ISOLATED GROUNDING TO BUILDING METAL STRUCTURE. WHERE THE INTERRUPTING RATING NOTED ON PANEL SCHEDULES IS LESS THAN THE AVAILABLE FAULT CURRENT, A SERIES -RATED SYSTEM IS INTENDED. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT ALL OVERCURRENT DEVICES ARE APPLIED IN ACCORDANCE WITH THE RESPECTIVE EQUIPMENT LISTING, IF SERIRES -RATED EQUIPMENT CANNOT BE PROVIDED, PANELS AND DEVICES SHALL BE RATED FOR THE AVAILABLE FAULT. RENAME EXISTING PANEL "3 -3" TO "A3" RENAME EXISTING PANEL "4" TO "A4" PANEL ABBREVIATIONS T P REC LTG CB • A TRIP AMP. POLES RECEPTACLES LIGHTING CIRCUIT BREAKER HANDLE LOCK ON DEVICE AMPERES KA KVA NB 1,000 AMPERES 1,000 VOLT AMPERES VIA TIME CLOCK SWITCHING DUTY C.B. EXISTING TO REMAIN NEW PROVIDE NEW BREAKER COMPATIBLE TO EXISTING PANEL (E) UTILITY COS SERVICE POINT (E) METER CABINET (E) METER O (E) (E) GUTTER INSIDE ELECTRICAL ROOM 3 (E) SUB PANEL 'A4' L • (E) PANEL 'Al 7 J c>--(E) c -(E) (E) PANEL 'A2' SINGLE LINE DIAGRAM (E) PANEL 'A3' (N) 1/4 ISOL GND 1 ~'(N) ISOL GND BUS SCHEMATIC /� PANEL 'A2' VOLTAGE 120/208 WIRE PHASE TYPE 4 MOUNTNG: AIC RATING: CONDITION: SURFACE AJUNE NOTES: BUS RATNG: 225A 3 PER UTILITY CO. MAN REQUIREMENT: 200A CB /� / \ DOSING ERIC GREG LTEVE v NOTE LOAD CB P T LOAD DESCRIPTION (ITEM NO.) LOAD KVA PHASE LOAD KVA LOAD DESCRIPTION (ITEM NO.) CB P T LOAD NOTES v 1 C 1 20 LTG. BUT SIGN/BM 0.50 A 1.44 REC - UNDER COUNTER REFRIGERATOR 1 20 K 2 3 C 1 20 LTG. SALES DAYLIGHT 1.51 B 1.92 REC- GLASS WASHER 1 20 K 4 5 C 1 20 LTG. MAN SALES 1.44 C 1.50 (E) FRONT ROLL -UP DOOR 1 20 D 6 7 C 1 20 LTG. MAN SALES 1.44 A 1.00 REC- CAVIAR CASE 1 20 K 8 9 C 1 20 LTG. MAN SALES 1.44 B 0.10 LTG - CHEESE CASE 1 20 K 0.00 KVA 10 11 TOTAL DEMAND KVA AMPS @ 120/208, 1 PHASE, 31MRE C 1 20 LTG. MAN SALES 1.44 C 0.10 FANS - CHASE CASE 1 20 K 12 13 C 1 20 LTG. MAN SALES 1.44 A 1.30 AS - CHEESE CASE 2 20 K 14 15 C 1 20 LTG. MAN SALES 1.44 B 1.30 - - -- - - K 16 17 C 1 20 LTG. MAN SALES 1.60 C 0.72 REC- GEC! RESTROOMS 1 20 G 18 19 C 1 20 LTG. MAN SALES 1.60 A 1.80 REC - BREAKROOM, STORAGE ROOM 1 20 G 20 21 C 1 20 LTG. MAN SALES 1.60 B 0.50 LTG - COOLER BOX 3 20 K 22 23 C 1 20 LTG. TRACK SALES 0.63 C 0.50 LTG - COOLER BOX REACH-IN - - C 24 25 C 1 20 LTG. TRACK VINE REACH IN / KITCHEN 0.68 A 1.00 EVAP UNIT - COOLER BOX - - C 26 27 C 1 20 LTG. BACK SPACE 1.16 B 1.10 REMOTE CONDBNSNG UNIT 3 15 M 28 29 C 1 20 RESTROOM EXHAUST FANS 0.25 C 1.10 - - -- - - M 30 31 D 1 20 SMOKE DETECTORS 0.20 A 1.10 - - -- - - M 32 33 M - - : • • Ts. . - i i e -, :. ; . r B 0.60 LIGHT® CASES 1 20 G 34 35 M 3 15 GROWLER EVAP UNIT 0.29 C 0.60 LIGHTED CASES 1 20 G 36 37 M - - GROWLER EVAP UNIT 0.29 A 0.60 LIGHTED CASES 1 20 G 38 39 C - - GROWLER LIGHT 0.10 B 0.60 LIGHTED CASES 1 20 G 40 .1-... 1 • . SPARE C C SPACE SPARE 1 20 42 CONNECTED LOAD: 14.39 KVA DEMAND LOAD CALCULATION PHASE A PHASE B PHASE C TOTAL DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR NEC DEMAND FACTOR 13.54 KVA CONTINUOUS LOAD (C) DEDICATED LOAD (D) GENERAL RECEPTACLE (G) KITCHEN EQUIPMENT (K) LARGEST MOTOR LOAD (M) 19.94 1.70 4.92 7.66 3.88 125% 100% 100% of 1st 10kVA & 50% of remaining 65% 125% of largest motor + 100% remaining 125% 100% 100% of 1st 10kVA & 50% of remaining 65% 125% of largest motor + 100% remaining 24.92 1,70 4,92 7,66 3,88 43.08 22.90 KVA 10.17 KVA 38.10 KVA TOTAL DEMAND KVA AMPS @ 120/208, 3 PHASE; 4WRE TOTAL DEMAND KVA AMPS @ 120/208, 3 PHASE, 4WIRE 176.72 119.59 PANEL 'A3' VOLTAGE 120/208 WRE PHASE TYPE 4 MOUNTING: AIC RATNG: CONDTION: SURFACE AJUNE NOTES: BUS RATNG: 225A 3 PER UTILITY CO. MAN REQUIREMENT: 200A CB /� / \ DOSING ERIC GREG LTEVE CKT# NOTE LOAD CB P T LOAD DESCRIPTION (ITEM NO.) LOAD KVA PHASE LOAD INA LOAD DESCRIPTION (ITEM NO.) CB P T LOAD NOTES U 1 D 1 20 REC. CASH REGISTER IG 0.20 A 0.40 REC- MANAGER BOOTH IG 1 20 D 2 3 D 1 20 REC. CASH REGISTER IG 0.20 B 0.40 REC - MANAGER BOOTH IG 1 20 D 4 5 D 1 20 REC. CASH REGISTER IG 0.20 C 0.20 REC - MANAGER BOOTH 1 20 D 6 7 D 1 20 REC. CASH REGISTER IG 0.20 A 0.20 REC - MANAGER BOOTH 1 20 D 8 9 D 1 20 REC - MUSIC EQ. 1G 0.40 B 1.04 REC - SHOW WINDOW 1 20 G 0.00 KVA 10 11 TOTAL DEMAND KVA AMPS @ 120/208, 1 PHASE, 31MRE G 1 20 REC - OFFICE IG 0.40 C 1.04 REC - SHOW WINDOW 1 20 G 12 13 G 1 20 REC - OFFICE IG 0.40 A 0.20 SIGN - VINE 1 20 D 14 15 G 1 20 REC - OFFICE 0.80 B 0.20 SIGN - BEAR 1 20 D 16 17 D 1 20 REC - OFFICE TELEPHONE BACKBOARD 0.36 C 0.20 SIGN - SPRITS 1 20 D 18 19 C 1 20 EXTERIOR SIGN TOWER - J-BOX 0.60 A 0.20 SIGN - FOOD 1 20 0 20 21 C 1 20 EXTERIOR SIGN STOREFRONT J -BOX 0.30 B SPARE 2 20 D 22 23 1 20 SPARE C SPARE - 20 24 25 M 3 50 ELECTRIC WATER HEATER 6.00 A 0.20 CLOCK 1 20 26 27 M - - 6.00 B 1 20 28 29 M - - 6.00 C 2.50 BALER 3 30 30 31 M 3 100 (E) ROOFTOP UNIT- RT 3 12.00 A 2.50 - - 32 33 M - - - - - - -- - 12.00 B 2.50 - - 34 35 M - - - - - - -- - 12.00 C SPARE 3 30 36 37 M 1 20 CIRCULATING PUMP 0.10 A SPARE - - 38 39 G 1 20 ICE BN AND ELECTRIC DISPLAY CABNET 1.20 B SPARE - - 40 41 1 20 SPARE C SPARE 1 20 42 CONNECTED LOAD: 23.20 KVA DEMAND LOAD CALCULATION PHASEA PHASE B FHA SE C TOTAL DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR 25.04 KVA CONTNUOUS LOAD (C) DEDICATED LOAD (D) GENERAL RECEPTACLE (G) KITCHEN EQUIPMENT (K) LARGEST MOTOR LOAD (M) 0.90 3.56 4.88 0.00 54.10 125% 100% 100% of 1st 10kVA & 50% of remaining 65% 125% of largest motor + 100% remaining 1.13 3.56 4.88 0.00 54.10 22.90 KVA 71.14 KVA TOTAL DEMAND KVA AMPS @ 120/208, 3 PHASE; 4WRE 63.67 176.72 PANEL 'A4' VOLTAGE 120/208 WIRE PHASE TYPE 3 MOUNTING: AIC RATING: CONDITION: SURFACE AJUNE NOTES: BUS RATING: 125A 1 PER UTA-ITY CO. MAN REQURBVBYT: M..O /� / \ BUSING ERIC GREG LTEVE CKT# NOTE LOAD CB P T LOAD DESCRIPTION (ITEM NO.) LOAD KVA PHASE LOAD KVA LOAD DESCRIPTION (ITEM NO.) CB P T LOAD NOTES U 1 D 1 20 PHONE BOARD REC. 0.36 B SPARE 1 20 2 3 1 20 SPARE C SPARE 1 20 4 5 D 1 20 PHONE BOARD REC. 0.36 B SPARE 1 20 6 7 SPACE C SPARE 1 20 8 CONNECTED LOAD DEMAND LOAD CALCULATION PHASE B PHASE C TOTAL DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR 0.72 KVA CONTNUOUS LOAD (C) DEDICATED LOAD (D) GENERAL RECEPTACLE (G) KITCHEN EQUPNENT (K) LARGEST MOTOR LOAD (M) 0.00 0.72 0.00 0.00 0.00 125% 100% 100% of 1st 10kVA & 50% of remaining 65% 125% of largest motor + 100% remaining 0.00 0.72 0.00 0.00 0.00 0.00 KVA 0.72 KVA TOTAL DEMAND KVA AMPS @ 120/208, 1 PHASE, 31MRE 0.72 3.46 REVISION NO.- RECEIVED JUL 2 6 2012 PERMIT CE LATER PERARATE MIT AND APPROVAL QUIRED ExPRES: 09/30/2012 1 ■ O 3 i i co Co I" 431) (1) 12) 4) ea m X E 03 or, W a. (I) 5. as N •- 4:1) C m rim NO. REVISIONS BY MAY 07 2012 PERMIT SET AJUNE 08 2012 HEALTH DEPT. COMMENTS A A JULY 12, 2012 FIXTURE ADJACENCIES /� / \ JULY 20, 2012 GROWLER ROOM ERIC GREG LTEVE MAROUART ❑ ENDOM ❑ HIGGINS ❑ J AGIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 DIAGRAMS & PANEL SCHEDULES JOB NO. 11 4360 20 DATE DRAWN VK CHECKED Js1 STET E2.0 OF SICE TS (E) PANEL "Al" <> TEL. BACKBOA (E) PANEL "A (E) PANEL "A2" (E) PANEL "A3" Q A3-30,32,34 3 #10 30A 208V, 30, +72 "AFF A3- 30,32,34 3 #10 30A 208V, 30,' +72 "AFF A3 -37 ` ,' 1111 m i , 2 #12` ,_ <'_ 22 ,i:f 22 22 GP EVAP UNIT 2P30A,24 oy, 20A FUSE A2 -22,24 A2 -20,22 - 35,37,39 EN GY DISPLAY x N. ZEAL 4' jNy±J OTHER MPORTS IT L �.NCE CAVIAR CASE i DISPLAY SCOT + H 8 CRITICS 8 k 5' RTLI 8' OTHER y�. VODKA CARDS CHEESE CASE FANS, ANTI SWEAT AND LIGHTS c"---A3 -10,12 A3=2,4,6,8 5 #10, 1 #10 GRD 4 #10 ISOL GRD, 1 "C VAR E JUNCTION BOX. _FOR_AWTOMATIC. DOOR, VERIFY LOCATION AND REQUIREMENTS W/ VENDOR GENERAL NOTES 1. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBERS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM INCLUDING HOME RUN (WHETHER OR NOT SHOWN). BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND N.E.C. (2008). PROVIDE #10 WIRE FOR 120V CIRCUIT RUNS OVER 125 FT. 2. UNDERGROUND AND OVERHEAD ROUTING OF BRANCH CIRCUITS ARE GENERALLY NOT SHOWN. HOWEVER THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR COMPLETE WIRING SYSTEM INCLUDING HOMERUNS, RESTORATION OF ALL NEW OR EXISTING SURFACES REQUIRING SAW CUTTING, PATCHING, PLASTERING, PAINTING AND /OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED. VERIFY ANY APPLICABLE SEALANT SPECIFICATIONS WITH LANDLORD'S REPRESENTATIVE. 3. ALL RACEWAYS PASSING THROUGH THE WALLS, FLOOR OR CEILING OF THE COOLER UNIT SHALL BE SEALED WITH A SUITABLE PLIABLE COMPOUND AT A CONDUIT BODY OR JUNCTION BOX BEFORE IT ENTERS THE COLDER SECTION. 4. ALL STOREFRONT RECEPTACLES MUST BE RECESSED MOUNTED. 5. ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. ALL ELECTRICAL LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS. 6. CONDUITS CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING. 7. MULTIPLE RUNS OR CLUSTERS OF CONDUIT SHALL BE FURRED IN OR ENCASED IN AN APPROVED SEALED ENCLOSURE. 8. ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. SHEET NOTES 1O NEW ELECTRIC WATER HEATER 3X6KW, 208V, 30, ABOVE MOPSINK. 0. CEILING MOUNT RECEPTACLE FOR FLAT SCREEN TV, COORDINATE EXACT LOCATION WITH TV INSTALLER. 3O J.BOX UNDER BAR COUNTER. 4.::: PROVIDE 12 "X12 "X6" PULL BOX MOUNTED ON CEILING FOR TEL /DATA. O JUNCTION BOX ON CEILING FOR TV SIGNAL WIRING. 6O 1 "C WITH PULLWIRE HOMERUN DOWN TO J- BOX AT BAR. 7 NO HOME RUNS ALONG POWER AISLE. VERIFY EXACT LOCATION. 8 PROVIDE J -BOX FOR CIRCULATING PUMP. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. 9O SHOW WINDOW RECEPTACLE, FLUSH MOUNT IN WALL AT +17 FEET FOR OPEN CEILING STORES. FLUSH MOUNT IN CEILING FOR STORES WITH SUSPENDED T- BAR CEILING. 10 EXISTING J -BOX FOR TOWER ILLUMINATED SIGNAGE TO BE RECONNECTED TO PANEL A3. SEE SHHET E2.0 FOR PANEL SCHEDULE AND CONTROL DETAILS. LOCATION SHOWN FOR REFERENCE ONLY. 11 DATA OUTLET CEILING MOUNTED WITH 3/4 "C STUB TO CEILING. 12 PROVIDE POWER TO LIGHTED CASES CONSISTING OF 4 DROPS WITH 20A, 120 VOLT CIRCUIT EACH. PROVIDE CONNECTIONS BETWEEN LIGHTED CASES. GROUP THE CASES SO THAT LOAD IS DISTRIBUTED WITHOUT EXCEEDING 80% OF THE CIRCUIT RATING. RUN POWER THRU LIGHTING CONTROL. LOCATIONS v - . 1 i 0, F 1 ,. 13 PROVIDE 3P30A, 240V DISC. SWITCH WITH 15A FUSES. COORDINATE LOCATION WITH REFRIGERATION. 8' -0" 2' -0" 4' -O" 2' -0" DATA TEL 3/4 "C TO PANELBOARD I.G. DUPLEX RECEPTACLE TYP N ELEC. J- BOX FLEXIBLE CONDUIT TYP —3/4"C UP TO 12 "x12 "x6" BOX ON CEILING CASH COUNTER DETAIL FOR TEL /DATA (0 1, -0" ►A 171 LOW VOLTAGE WIRING TYP W a 1- z =o 1 w = O J s N � W I U N Q TEL DATA SCALE: 3/4 " =1' -0" SURFACE MOUNTE RECEPTACLE LOCATE ABOVE DOOR MOUNTED BELOW COUNTER CONDUIT STUBBED OUT THRU WALL (INSIDE WALL) FOR TEL /DATA RECEIVIN OFFICE A3- 9,11,13,15 6#12, 1#12 GRD 3112 ISOL GRD 3/4 "C 2 "C. STUBBED OUT WITH PULL STRING FOR TEL /DATA 3 E4.0) AMMON ��vISION NO:� PER RATE APPROVAL REQUIRED RECEIVING OFFICE POWER & SIGNAL PLAN 2 SCALE: 1 /4 " =1' -0" E4.0 RECEIVED. JUL 26 2012 PERMIT CENTEFF. ExM & 09/30/2012 E 3 i as 0. C 2/1 41) C 43) CI) S as M ps E 0 41) 4.• W Cry m �rPE NO. REVISIONS BY MAY 07 2012 PERMIT SET AJUNE 08 2012 HEALTH DEP1'. COMMENTS AJULY 12, 2012 FIXTURE ADJACENCIES /� / \ JULY 20, 2012 GROWLER ROOM ERIC GREG Q.TEVE MAROUART ❑ ENDOM ❑ HIGGINS ❑ J, � AC!ES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 GROUND FLOOR POWER & SIGNAL PLAN JOB NO. 11 4360 20 DATE DRAWN VK `CHECKED JS S EET E4.0 OF 9EE TS ROOF PLAN SCALE: 1/8" = 1 1 SHEET NOTES O NEW ROOF TOP UNIT. SAFELY REMOVE AND DISCONNECT EXISTING UNIT AND PREPARE SPACE FOR INSTALLATION OF NEW EQUIPMENT. PROVIDE HARDWIRE CONNECTION TO INTEGRATED DISCONNECT SWITCH. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. O EXISTING J —BOX FOR STOREFRONT ILLUMINATED SIGNAGE TO BE RECONNECTED TO PANEL A3. SEE SHHET E2.0 FOR PANEL SCHEDULE AND CONTROL DETAILS. 3O EXISTING J —BOX FOR STOREFRONT ILLUMINATED SIGNAGE TO BE RECONNECTED TO PANEL A3. SEE SHHET E2.0 FOR PANEL SCHEDULE AND CONTROL DETAILS. 4O EXISTING ROOFTOP UNIT TO BE RECONNECTED TO PANEL A -3. REMAIN EXISTING WIRING. SEE PANEL SCHEDULE FOR MORE INFO. 5O NEW CONDENSING UNIT FOR WALK —IN BOX. FINAL LOCATION ON ROOF TO BE VERIFIED AND COORDINATED /\ O NEW CONDENSING UNIT FOR GROWLER ROOM. NEW 3P 30A, 240V W/ 15A FUSED DISCONNECT, NEMA 3R. COORDINATE EXACT LOCATION WITH KITCHEN CONSULTANT AND MECHANICAL CONTRACTOR. '&14 REVISION N0:1 SEPARATE PERMIT AND APPROVAL REQUIRED RECE1VE.D JUL 26 2012 PERMIT CENTER 1 ExPIRES 09 /30/2012 NW III O E aa O. C 0 Da � Cn a) c c a) 2 CII 1,g's X03 W as t32 3 0 � m ,t 1.9 lel REVISIONS Eh MAY 07 2012 PERMIT SET ■ AJUNE 08 2012 HEALTH DEP1'. COMMENTS A JULY 12, 2012 FIXTURE ADJACENCIES r JULY 20, 2012 GROWLER ROOM ■ ERIC GREG STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ � ACIFS ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright® 2012 ROOF ELECTRICAL PLAN JOB NO. 11 4360 20 DATE DRAWN VK CHECKED JSi SHEET E5.0 OF 9EE TS c NSULT*, NTS AL NITES STRUCTURAL ENGINEER KAM YAN (Sc ASSOCIATES 433 HEGENBERGER RD; STE 204 OAKLAND, CA 94621 TEL: (510) 562 -0581 FAX: (510) 562 -0584 KAM YAN MECHANICAL /PLUMBING ENGINEER ACIES MECHANICAL ENGINEERS 111 WEST EVELYN AVE., STE 309 SUNNYVALE, CA. 94086 TEL: (408) 522 -5256 FAX: (408) 522 -5260 SRDJAN REBRACA 1. PROJECT NAME: Beverages & More! 2. PROJECT DESCRIPTION: Tenant Improvement including an addition 3. PROJECT ADDRESS: 17197 Southcenter Parkway Tukwila, WA 98188 of delivery roll -up door in rear area. 4A. TENANT: Beverages & more! Inc. 1401 Willow Pass Rd., Suite 900 Concord, Ca. 94520 CONTACT: Carl Laughlin Phone (925) 349 -8485 Fax (925) 825 -3499 4B. LANDLORD: First Western Properties- Tacoma, Inc. 6402 Tacoma Mall Blvd. Tacoma, WA 98409 CONTACT: Jeremiah Durr Phone (253) 471 -5506 Fax (253) 472 -0541 4C. ARCHITECT: Hayashida Architects 1250 45th St. - Suite 340 Emeryville, CA 94608 CONTACT: Don Inaba Phone:(510) 428 -2491 Fax:(510) 428 -9491 Email: don ©hayashida- architects.com 5. AREA OF LEASED PREMISES: ELECTRICAL ENGINEER ACIES MECHANICAL ENGINEERS 111 WEST EVELYN AVE., STE 309 SUNNYVALE, CA. 94086 TEL: (408) 522 -5256 FAX: (408) 522 -5260 JAIME SORIANO RE I TANS A.F.F. AL. A.B. BM. BD. C.B. C.I. CLG. Q CLR. CER. T. CONC. DET. 0 D/W DBL. D.F. DN. D.S. D.I. E.W. EQ. (E) F.O.F. F.O.M. F.O.S. F.R.P. F.F. FLR. F.D. F.S. FND. G.I. G.S.M. G.C. GL. G.L.B. GRD. GR. INT. GND. GYP. BD. HDR. HTR. H.P.S. H.C. H.M. HK. H.B. JST. L.S. M.B. M.H. MAX. MECH. MTL. MIN. (N) N.C.N. N.I.C. OBSC. 0.C. 0/ 0.P.C.I. 0.F.S. PR. f PLYWD, P.V.C. Q.T. R. R.W.L. RWD. REF. RM. R.S. S.S. SCHED. sHT. SH. SLDG. S.C. SUSP. TEMP. T.P. T.O. T. TYP. W.C. WP. W.W.M. w/ WD. ABOVE FINISHED FLOOR ALUMINUM ANCHOR BOLT AND BEAM BOARD CATCH BASIN CAST IRON CEILING CENTER LINE CLEAR CERAMIC TILE CONCRETE DETAIL DIAMETER DISHWASHER DOUBLE DOUGLAS FIR DOWN DOWN SPOUT DRAIN INLET EACH WAY EQUAL EXISTING FACE OF FINISH FACE OF MASONRY FACE OF STUD FIBERGLASS REINFORCED PANEL FINISH FLOOR FLOOR FLOOR DRAIN FLOOR SINK FOUNDATION GALVANIZED IRON GALVANIZED SHEET METAL GENERAL CONTRACTOR GLASS GLU -LAM BEAM GRADE GREASE INTERCEPTOR GROUND GYPSUM BOARD HEADER HEATER HIGH PRESSURE SODIUM HOLLOW CORE HOLLOW METAL HOOK HOSE BIBB JOIST LAMINATED SAFETY MACHINE BOLT MAN HOLE MAXIMUM MECHANICAL METAL MINIMUM NEW NO COMMON NAME NOT IN CONTRACT NUMBER OBSCURE ON CENTER OVER OWNER PROVIDED CONTRACTOR INSTALLED OUTSIDE FACE OF STUD PAI R PLUS or MINUS PLYWOOD POLY VINYL CHLORIDE QUARRY TILE RADIUS or RISER RAIN WATER LEADER REDWOOD REFRIGERATOR ROOM ROUGH SAWN SANITARY SEWER or STAINLESS STEEL SCHEDULE SHEET SHELF SLIDING SOLID CORE SUSPENDED TEMPERED TOILET PAPER TOP OF TREAD TYPICAL WATER CLOSET WATERPROOF WELDED WIRE MESH WITH WOOD DES: All work shall be in conformance with all applicable state and local codes, including but not limited to the following. 006 International Building Code With Washington State Amendments 106 ternational Mechanical Code With Washington State Amendments 2■•• International Fire Code With Washington State Amendments IB• 2006 Structural Code with Washington State Amendments 240. Washington State Energy Code 005 National Electrical Code Plumbing Code - Chapter 29 - Washington State Amendments Accessibility Code - IBC Ill, Al 17.1 -2009 With Washington State Amendments naximum flame spread for f' ish materials on the ceilings and interior walls shall meet Class III ratings 17. CONSTRUCTION OF LEASED PREMISES: Floor: wood joists over crawl space. Repair areas as required Exterior Walls: walls and storefront system to remain, u.o.n. Interior Partitions: 3 -5/8" and 6" metal studs © 16" o.c. with 5/8" gyp. bd. each side Ceilings: gyp. bd. and exposed roof / ceiling structure. SHEET NO. SHEET TITLE INDEX, & GENERAL NOTES SCHEDULES TYPICAL ACCESSIBILITY DETAILS ACCESSIBILITY SIGN NOTES 18. SIGNS: N. I. C., Signs require separate permit and approval. G.C. to provide electrical power and backing for support of all signs. Refer to signage drawings for sign support details. SPACE AREA OCCUPANT OCCUPANTS EXITS LOAD FACTOR REQUIRED Sales /Tasting /Service Counter /Booth 9,131 SQ FT 30 305 2 Stock Room 511 SQ FT 300 2 1 Receiving Office 94 SQ FT 100 1 1 Break Room 88 SQ FT 15 6 1 Lock Up Storage 79 SQ FT 300 1 1 (E) Elec Room 89 SQ FT 300 1 1 Walk -in Box 389 SQ FT 300 2 1 Restrooms 172 SQ FT NA NA NA Corridor 162 SQ FT NA NA NA TOTAL 10,715 SQ FT 318 2 NOTE: TOTAL AREA OF STOCK RM. (511 SF) & LOCKED STORAGE (79 SF) DOES NOT EXCEED 10% OF TOTAL AREA. 511 SF + 79 SF =590 SF 10,715X 10% =1072 > 590 SF 6. BUILDING USE: Retail 7. CONSTRUCTION TYPE: V -B (Fully Sprinklered) 8. OCCUPANCY: M 9. EXITS: 2 PROVIDED R =ViGw=n cr D CODE COMPLIANCE 19. PORTABLE FIRE EXTINGUISHERS: Provide 2- A:10 -B:C fire extinguishers mounted no higher than five feet such that travel distance from any point in the building does not exceed 75 feet. CFC 1002 approximately one per each 3000 sf. of floor area. UFC Standard 20. EXIT SIGNS AND EMERGENCY LIGHTING: As required by all applicable codes - see electrical plans. 21. HEATING, VENTILATING AND AIR CONDITIONING AND PLUMBING SYSTEM: See mechanical and plumbing plans. 22. AUTOMATIC FIRE SPRINKLER AND FIRE SUPPRESSION SYSTEM: Submit complete fire sprinkler plans to the local fire department for approval prior to any installation or modification. Adjust sprinkler heads as required. 23. P.O.S. SYSTEM: G.C. to provide conduit for P.O.S. system. P.O.S. stations and cables by others. 24. WALK -IN COOLER: A. Tenant will furnish and install the walk -in cooler. G.C. shall provide stub outs to equipment and the Tenant shall make all utility connections. The G.C. shall provide framing, plumbing, drains, and power to accomodate the requirements of the walk -in unit. 10. EXIT WIDTH: 318 occupants X 0.15 = 47.7 INCHES REQUIRED MAIN EXIT DOOR WIDTH: 318 of occupants /2 = 159 (HALF OF TOTAL OCCUPANT LOAD) half of total occupant load X 0.15 = 23.9 INCHES REQUIRED 1 MAIN ENTRANCE /EXIT DOOR = 72 INCHES 1 EXIT DOOR(S) FROM SALES = 34 INCHES B. G.C. shall provide a floor sink for condensate of walk -in unit. 25. SITE WORK: A: Locate existing underground utilities, if any, prior to trenching, and provide adequate means to protect utilities during work. B: Backfill materials: 1. Use excavated material wherever possible, and upon completion, remove excess from site and properly dispose of materials. 2. Satisfactory soil material free of rock or gravel 2" in any dimension. Debris, waste vegetable, or other deleterious materials are not acceptable. 3. Sand: Clean, natural, free of loam, clay lumps, or other deleterious material. 4. Gravel: Approved grade of bank run gravel C: Patch with identical materials any paving which is required to be removed in order to install underground utilities. 26. DO NOT SCALE DRAWINGS SD1 SITE PLAN (FOR REFERENCE ONLY) D1 DEMOLITION PLAN A1.1 FLOOR PLAN A1.2 RACKING PLAN A2.1 REFLECTED CEILING PLAN A4.1 EXTERIOR ELEVATIONS A6.1 INTERIOR ELEVATIONS A7.1 DETAILS A7.2 DETAILS A7.3 DETAILS A7.4 CASEWORK DETAILS A7.5 CASEWORK DETAILS A7.6 CASEWORK DETAILS A7.7 TASTING AREA ENLARGED FLOOR & FINISH FLOOR PLANS, & ELEVATIONS A7.8 TASTING AREA DETAILS GENERAL NOTES & DETAILS PLANS & DETAILS TOTAL EXIT WIDTH PROVIDED = 106 INCHES 11. EXAMINATIONS OF DRAWINGS AND SITE: A. The General Contractor, G.C., shall carefully examine the site and shall thoroughly familiarize himself with all existing conditions within the scope of this work. Data in these specifications and on the drawings are as accurate as possible, but are not guaranteed. The G.C. shall verify locations, levels, distances, and features of the site and related improvements that may effect the work. By act of submitting a bid, the G.C. is deemed to have made such examination and to have examined all architectural, mechanical, structural and electrical drawings, and to have made allowance thereof in preparing his bid. No extra charges will be considered for costs resulting from failure to comply with the above. B. Proposals take into account all such conditions as may effect contract work. 12. DETAIL DRAWINGS AND INSTRUCTIONS: A. If work is required in a manner that makes it impossible to produce first class work, or should discrepancies appear among Contractual Documents, request interpretation before proceeding with work. If G.C. fails to make such request, no excuse will thereafter be entertained for failure to carry out work in a satisfactory manner. B. Should conflict occur in or between drawings or specifications, G.C. is deemed to have estimated on more expensive way of doing work, unless he shall have asked for and obtained written decision before submission of proposal as to which method or materials will be required. G.C. shall inform Architect immediately if such conflict between drawings or specifications occur. 13. CONNECTIONS: All attachments, connections, or fastenings of any nature are to be and permanently secured in conformance with best practice; G.C. is responsible for providing them according to these conditions. Drawings show only special requirements to assist G.C.; they do not illustrate every such detail. 14. GENERAL CONDITIONS: G.C. shall comply with the latest edition of the AIA General Conditions 15. MISCELLANEOUS: A. The G.C. shall verify all existing conditions and shall notify the Architect of any discrepancies from these plans and the existing conditions, prior to commencing work. B. The Tenant G.C. shall visit the site and become familiar with all existing conditions, including utilities, prior to the start of construction. REQUIRED MO.1 LEGEND, NOTES & SCHEDULES MO.2 MECHANICAL SPECIFICATIONS M2.1 MECHANICAL FLOOR PLAN M2.2 MECHANICAL ROOF PLAN M6.1 MECHANICAL DETAILS & CONTROLS PLANNING APPROVED • No changes be made. to these plans without approval from the Planning Division of DCD Approved By: Date:, PERMIT AND PO.1 LEGEND, NOTES, SCHEDULES & CALCULATIONS PO.2 SPECIFICATIONS P 1.0 PLUMBING PLAN P2.1 PARTIAL ENLARGED S. W. & V. PLUMBING PLANS P3.1 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLANS P4.1 ROOF PLUMBING PLAN P5.1 ISOMETRIC PIPING P6.1 DETAILS PLUMIING FIX E CALCULAT PER CHAPTER 29 WASHINGTON STATE AMENDMENTS, TABLE 2902.1 TYPE OF OCCUPANT OCCUPANCY SPACE AREA LOAD FACTOR OCCUPANTS GROUP M Sales 03 /Tasting 13 /Service Cntr. 15 /Booth 04 9,131 SQ FT - - (RETAIL OR Break Room 08 88 SQ FT - - WHOLESALE Receiving Office 07 94 SQ FT - - STORES) Walk -in Box 11 389 SQ FT SUBTOTAL 9,702 SQ FT 200 49 GROUP S Stock Room 12 511 SQ FT - - (WAREHOUSE) Locked Storage 09 79 SQ FT - - SUBTOTAL 590 SQ FT 5,000 1 ACCESSORY Corridor 14 NA NA NA AREAS Restrooms 05 & 06 NA NA NA (E) Elec Room NA NA NA TOTAL 10,292 SQ FT 50 OCCUPANTS (W /0 ACCESSORY (50/2= 25 MALE OCCUPANTS AREAS) 25 FEMALE OCCUPANTS) TYPE OF BUILDING SET OF HIGH /LOW WATER CLOSETS LAVATORIES DRINKING FOUNTAINS RETAIL OR WHOLESALE STORES FIXTURES MALE FEMALE ONE FOR EACH 0:1 -30 REQUIRED TWO WATER 1:31-150 (PER PERSON) 1:1 -50 1:1 -50 CLOSETS 2:51 -100 2:51 -100 FIXTURES 1 1 1 LAV. IN EA. 1 SET PROVIDED RESTROOM PERMIT AND REQUIRED E1.0 SPECIFICATION, NOTES & SCHEDULES E2.0 DIAGRAMS & PANEL SCHEDULES E3.0 LIGHTING PLAN E4.0 POWER & SIGNAL PLAN E5.0 ROOF ELECTRICAL PLAN E6.0 ENERGY CODE COMPLIANCE FORMS NO. REVISIONS BY MAY 07, 2012 PERMIT SET JOB NO. 12 4360 20 DATE MAY 01, 2012 CARL GREG �TEVE LAUGHLIN -__I ENDOM `-1 _ HIGGINS j SEPARATE PERMIT REQUIRED FOR: ta Mechan;� Electrical 0 Plumbing Q' Gas Piping City of Tukwila BUILDING DIVISION InUOMILIMP IE6EIVED MAT 't LW TUKWltA PLJBLID#NO i REGISTERED R4 Trr,7 ,`; •l .ilN GT�,t�' ". INDEX & GENERAL NOTES JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT `CHECKED DI J T /ilrnd Q' BEVERAGES & MORE! 17197 Southcenter Parkway Tukwila, WA 98188 „, cc, � 3� co ... liri atg C /A � ai • R 2 (0 03 CI) 7.1 H ea Q� Cry evi 4) NI NO. REVISIONS B1 ROOM FINISH SCHEIULE JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT CARL GREG ♦STEVE 0 SCI Ii� HIGGINS ❑ -! A T� NO. ROOM NAME FLOOR BASE WALL CEILING REMARKS D 0 0 R LOUV. SIZE FRAME MAT FIRE RATING HARD WARE KEY SIZE REMARKS MATERIAL FINISH MATERIAL FINISH SPECIAL FINISHES 01 ENTRY V.C.T. 4" COVED RBR GYP. BD. PAINT EXPOSED ROOF STRUCTURE PAINT NO. W H THK MAT TYPE GLASS 02 CHECKOUT V.C.T. 4" COVED RBR GYP. BD. PAINT EXPOSED ROOF STRUCTURE PAINT 120 78 13/4 ALUM/ GLASS A TEMP. MTL A STANLEY, DURA -GLIDE SERIES 3000, DOUBLE AUTOMATIC SLIDING DOORS WITH BREAKOUT SIDELIGHTS. COMPLETE COMPLIANCE WITH UBC STANDARDS #33-1. SLIDING DOORS BY OWNER, GLASS OF SLIDING DOORS & STOREFRONT BY G.C. G.C. TO CAULK DOORS AND GLASS 03 SALES V.C.T. 4" COVED RBR GYP. BD. PAINT EXPOSED ROOF STRUCTURE PAINT 30 6 8 X3/4 " WCD B MTL B RECEIVING OFFICE 04 CASHIER' S BOOTH V.C.T. 4" COVED RBR 60" HT LAMINATED 1" PARTITIONS EXPOSED ROOF STRUCTURE 60" HT LAMINATED 1 " PARTITIONS © 30 68 " 13/4 Wo B MTL C BREAK ROOM • 05 MEN 6" 6 QUARRY TILE 6" COVED QUARRY TILE W/ 3/8 "R. COVE W, R. GYP. BD. SEMI -GLOSS PAINT /FRP GYP. BD. SEMI -GLOSS PAINT " 4'-0" HIGH FRP WAINSCOT WALLS AND CEILING TO BE PAINTED SMOOTH WITH NO TEXTURE REFER TO COVED BASE DETAIL 3/A7.2 - 0 �- 0 5- c • D 99 PARTIAL HT. LAMINATE PANEL DOOR AT CASHIER'S BOOTH I/ 0 50 WD D 14 X16 VISION PANEL » 3/8 CHANNEL IRON E DOUBLE ACTING DOORS TO BE RUBB AIR DOOR CORPORATION ULTRA LITE SERIES W/ WINDOW; COLOR - RED 0 6 WOMEN 6" QUARRY TILE 6" COVED QUARRY " TILE W/ 3/8 R. COVE W, R. GYP. BD. SEMI -GLOSS PAINT /FRP GYP. BD' SEMI -GLOSS PAINT 4'-0" HIGH FRP WAINSCOT WALLS AND CEILING TO BE PAINTED SMOOTH WITH NO TEXTURE REFER TO COVED BASE DETAIL 3/A7.2 © 3 /4 0 �- 8 �_ '� W� E MTL F MEN - UNDERCUT DOOR 07 RECEIVING OFFICE V.C.T. 4" COVED RBR GYP. BD. PAINT GYP. BD. PAINT Lk 3/ 4 0 6-5- 13/4„ WD E MTL F WOMEN - UNDERCUT DOOR M 08 BREAK ROOM 6" QUARRY TILE 6" COVED QUARRY TILE W/ 3/8"R. COVE W, R. GYP. BD. SEMI -GLOSS PAINT FRP / GYP. BD. SEMI -GLOSS PAINT FULL WALL HT. FRP SEE DRAWING A1.1 FOR LOCATIONS W.R. GYP. BD. AT FRP AREAS, REFER TO COVED BASE DETAIL 3 A7.2 / K8) 7 0 8 0 STEEL F MTL G ROL OR EQUAL MANUAL CHAIN OPERATED ROLL -UP SERVICE DOOR FACE OF WALL MOUNTED 09 LOCK -UP STORAGE SHEET VINYL INTERGRAL COVE SE BASE . GYP. BD. GYP PAINT GYP. BD. 68 13/4 WD B MTL H LOCK UP ROOM 0 1 O JANITOR'S AREA 6" QUARRY TILE 6" COVED QUARRY TILE W/ 3/8"R. COVE W. R. GYP. BD. SEMI -GLOSS PAINT /FRP GYP. BD. SEMI -GLOSS PAINT 8 -0 HIGH FRP WAINSCOT WALLS AND CEILING TO BE PAINTED SMOOTH WITH NO TEXTURE SEE ALL FOR EXTENTS OF TILE FLOORING, REFER TO COVED BASE DETAIL 3/A7.2 10 > �0 7° / 134' H.M. B MTL CORRIDOR 14 AT REAR EXIT EXISTING 11 WALK -IN COOLER DIAMOND PLATE S.S. 6" GALV. MTL. BASE W/ 3/8 "R. COVE GALV. STEEL WALL FINISH BY MFR. GALV. STEEL CEILING FINISH BY MFR. REFER TO COVED BASE DETAIL 9/A7.2 12 STOCK ROOM SHEET VINYL INTERGRAL COVE BASE GYP. BD. SEMI -GLOSS PAINT EXPOSED ROOF STRUCTURE SEMI -GLOSS PAINT W.R. GYP. BD. AT FRP AREAS ARDWARE 13 TASTING PORCELAIN TILE 19" HIGH MAHOGANY BASE TO MATCH (N) ( ) CASEWORK GYP. BD. SEMI -GLOSS PAINT EXPOSED ROOF STRUCTURE PAINT N/A / TASTING AREA IS USED FOR WINE & BEER TASTING ONLY. NO. REMARKS REFER TO COVED BASE DETAIL 11/A7.2 14 CORRIDOR V.C.T. RBR 4" COVED GYP. BD. PAINT GYP. BD. PAINT AUTOMATIC SLIDING DOOR HARDWARE BY MANUFACTURER - SEE GENERAL HARDWARE NOTE 2. REVIEWED FOR R Mr CODE COMPLIANCE 15 SERVICE COUNTER 6" QUARRY TILE 6" COVED QUARRY TILE W/ 3/8 "R. COVE W. R. GYP. BD. SEMI -GLOSS PAINT /FRP EXPOSED ROOF STRUCTURE SEMI -GLOSS PAINT (N) F.R.P. ON REAR SIDE OF BAR CNTR. W WALLS COVED BASE DETAIL 7 & 8/A7.8 APPROVED 1 -1/2 PAIR BUTTS; LEVER LOCKSET (PASSAGE LATCH); KICKPLATES CLOSER; DOORSTOP JUL 03 2012 QUARRY TILE (AT BREAK /RESTROOMS): DAL TILE, 6x6 QUARRY TILE, RED BLAZE [PROVIDE TILE AND GROUT SAMPLES TO BEVERAGES & MORE! FOR REVIEW PRIOR TO INSTALLATION] NON - COLORED GREY GROUT QUARRY TILE (AT SERVICE COUNTER): DAL TILE, 6x6 QUARRY TILE, ARID FLASH 0Q48, GROUT: CUSTOM BLDG. PRODUCTS 183 CHATEAU PORCELAIN TILE FLOOR (AT TASTING): CROSSVILLE VISTA AMERICAN SERIES, 12" X 12" x 3/8" THK. COLOR: AV 181 DUNES REF TO INT. COLOR SCHEME FOR TILE PATTERN. PROVIDE SAMPLES TO BEVERAGES & MORE FOR REVIEW PRIOR TO INSTALLATION (INSTALL PER MANUF. SPECS). 6" SLIMFOOT COVED CERAMIC TILE BASE: DAL TILE S36T OR S3419T BLACK 4" RUBBER BASE: FLEXCO (OR EQUAL) - BLACK [PROVIDE SAMPLES TO BEVERAGES Sc MORE FOR REVIEW PRIOR TO INSTALLATION] VINYL COMPOSITION TILE (AT SALES AREA): ARMSTRONG STANDARD EXCELON 12" X 12" X 1/8" COLOR: 51927 FIELD GRAY [PROVIDE SHEET VINYL SAMPLE TO BEVERAGES & MORE! FOR REVIEW PRIOR TO INSTALLATION] SHEET VINYL (AT STOCK ROOM & LOCK -UP STORAGE): ARMSTRONG "MEDINTECH" NATURAL GRAY [PROVIDE SHEET VINYL SAMPLE TO BEVERAGES & MORE! FOR REVIEW PRIOR TO INSTALLATION] PAINT: RESTROOM WALLS - KELLY MOORE, WHITE #1650 SEMI -GLOSS ENAMEL, #222 TINT BASE WALLS U.O.N. - KELLY MOORE, WHITE #550 FLAT, #222 TINT BASE . COLUMNS - # 1625 SEMI -GLOSS OIL DOORS & FRAMES - #1650 SEMI -GLOSS ENAMEL CEILINGS - KELLY MOORE, WHITE #550 FLAT, #222 TINT BASE F.R.P.: MARLITE BRAND FRP PANELS, 3/32" THICK, FIBERGLASS REINFORCED PANELS. P -100 WHITE, PEBBLED SURFACE FLAME SPREAD 200, SMOKE DEVELOPMENT 450. USE CLASS C. NOTES: 1. THE PAINT USED ON WALLS & CEILING OF ALL WORK & STORAGE AREAS WILL BE A GLOSS OR A SEMI -GLOSS ENAMEL. FINISH MATERIAL SHALL BE A LIGHT COLOR WITH A REFLECTANCE VALUE OF 70% OR GREATER. 2. WATER RESISTANT FIBERGLASS REINFORCED PANEL WALLS ARE REQUIRED BEHIND ALL SINKS & MOP SINKS; F.R.P. TO BE A MAXIMUM OF 8' HIGH ON FULL HT. WALLS EXCEPT IN RESTROOMS. 3. ALL FULL - HEIGHT EXTERIOR & RESTROOM DOORS SHALL BE SELF CLOSING. 4. ALL NEW FLOOR FINISHES TO BE APPLIED OVER (E) WOOD SUB -FLOOR © 1-1/2 PAIR BUTTS; LEVER LOCKSET (CLASSROOM LOCK); KICK PLATES; DOORSTOP; CLOSER (D) BUILDING NG DI1l! ptV 1-1/2 PAIR BUTTS; LEVER LOCKSET. _. - © DOUBLE ACTING HINGES; HOLD OPEN PIN; VIEW PANELS; VERIFY HARDWARE WITH MANUFACTURER'S PACKAGE 1-1/2 PAIR BUTTS; LEVER PRIVACY LOCKSET; ACCESSIBLE LOGO ON DOOR; ACCESSIBLE BRAILLE SIGNAGE ON JAMB (HANDLE SIDE); W KICKPLATE; CLOSER; DOORSTOP ■ ROLL -UP HARDWARE PROVIDED BY MFR. INCLUDES GUIDES, BRACKETS, CHAIN MECHANISM (EFFORT NOT TO EXCEED 35 LBS); W LOCKING BRACKETS, WEATHERSTRIPPING, FOOT PIECE SLIDE LOCK AT BOTTOM OF DOOR A © 1-1/2 PAIR BUTTS; LEVER LOCKSET (CLASSROOM LOCK); DEADBOLT; KICK PLATES; DOORSTOP; CLOSER 1-1/2 PAIR BUTTS; Q DETER ALARM; PANIC BAR; CLOSER; WEATHER STRIPPING; KICKPLATE; INSECT & RODENT PROOFING, VERIFY E / ( ) • ALL HARDWARE TO BE BRUSHED ALUMINUM FINISH & ALL LOCKSETS TO BE BEST INTERCHANGEABLE CORE • INSECT & RODENT PROOFING AT ALL EXTERIOR DOORS (MAX. 1/4" GAP UNDER DOOR) • LOCKSET, PANIC BAR, & CLOSER BY OWNER • HINGES, KICKPLATE, WEATHERSTRIP, & SIGN BY G.C. GENERAL HARDWARE \OTES: 1. ALL EGRESS DOORS SHALL BE READILY OPENABLE 6. DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL • WHERE SERVING FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY AN OCCUPANT OF 50 OR MORE PERSONS. OR SPECIAL KNOWLEDGE OR EFFORT. 7. THE THRESHOLD SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR. THE 2. MANUALLY OPERATED FLUSH BOLTS OR SURFACE EDGE TO BE BEVELED WITH A SLOPE NOT GREATER THAN 1 IN 2, IF MORE BOLTS ARE NOT PERMITTED. THAN 1/4". 3. THE MAIN EXTERIOR DOOR OR DOORS ARE PERMITTED 8. LABELED PROTECTIVE ASSEMBLIES: FIRE DOOR ASSEMBLIES SHALL BE TO BE EQUIPPED WITH KEY OPERATED LOCKING LABELED BY AN APPROVED AGENCY. THE LABELS SHALL COMPLY WITH NFPA DEVICES FROM THE EGRESS SIDE WHEN A READILY 80, AND SHALL BE PERMANENTLY, AFFIXED" TO THE DOOR OR FRAME. VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: "THIS 9. FIRE DOOR LABELING a` REQUIREMENTSw.,.4R,E -DGQRS SHALL BE LABELED DOOR TO REMAIN UNLOCKED WHEN .BUILDING IS SHOWING THE NAME OF THE MANUFACTURER OR ,OTHER„ IDENTIFICATION OCCUPIED ". THE SIGN SHALL BE IN .LETTERS 1 INCH READILY TRACEABLE BACK TO THE MANUFACTURER, THE NAME OR TRADEMARK HIGH ON A CONTRASTING BACKGROUND. OF THE THIRD -PARTY INSPECTION AGENCY, THE FIRE PROTECTION RATING AND, WHERE REQUIRED FOR FIRE DOORS -IN' `EXIT ENCLOSURE AND EXIT 4. MAXIMUM DOOR OPENING EFFORTS; 5 LBS. AT PASSAGEWAYS BY' SECTION 715.44v, THE - MAXIMUM •TRANSMITTED EXTERIOR; EXTERIOR; 5 LBS. AT INTERIOR, AND 15LBS. AT FIRE TEMPERATURE END POINT. SMOKE AND DRAFT CONTROL DOORS COMPLY WITH DOORS. UL 1784 SHALL BE LABEL-y- SUCH «e�'�tfl-HAt-L-ALSO COMPLY WITH SECTION 715.4.6.3. LABELS SHALL BE APPROVED AND PERMANENTLY AFFIXED. ... 'Tit -.• _APPROVED s ' «.vw.w..ws.r+«. 5. ALL DOORS TO BE EQUIPPED WITH SINGLE - EFFORT, THE LABEL SHALL BE APPLIED" AT FACTORY OR LOCATION WHERE NON -GRASP HARDWARE (I.E. LEVER) CENTERED FABRICATION AND ASSEMBLY ARE : PERFORMED. BETWEEN 30" AND 44" ABOVE THE FLOOR. ,, , RECEIVED MAY 12012 `. 1L, PERMIT CEN GENERAL WINDOW NOTES: IiNII SCI-IFIDU t - ,1' 0S'V YPE 1. ALL EXTERIOR GLASS WINDOWS MUST BE PERMANENTLY FIXED W/ NON OPEN -CLOSE OPTION. NO. TYPE W H MAT. GL. REMARKS . A 1 -8 3 -0 ALUM. TEMP. FIXED UNIT SEE DETAIL 3/A7.3 0 TY S 12' -0" DOOR WIDTH 72" CLEAR DOUBLE ACTING DOORS (60" SLIDING DOOR OPENING) CE DOOR SOLID CORE / ,-WOOD / ��� • o MEN -WOMEN SYMBOL BY OWNER. -- -- N VIEW PANEL �� ~' -` ii 0 HOLLOW MTL OR CORE STAINLESS STEEL KICK PLATE MINATE - - , n ANDICAP ACCESSIBLE SYMBOL RAISED BRAILLE LETTERS, PROVIDE 1/4 "THICK SYMBOLS ON CIRCLE M DOORS , EQUILATERAL 12" T NIA. CIRCLE FOR WOMEN, EQUILATERAL TRIANGLE WITH 12" EDGES FOR MEN. SYMBOLS SHALL BE OF CONTRASTING COLOR FROM DOOR. UNIO PANEL FLOOR 18" FLOOR CLEARANCE 7.1 I HANDICAP ACCESSIBLE LOGO AT EXTERIOR, 60" A.F.F. "IN CASE OF EMERGENCY PUSH DOORS OPEN" 1" HIGH LETTERS A AT INTERIOR, 60" A.F.F. B C D E STAINLESS AT RESTROOMS 0 STEEL KICK ONLY p PLATE ROLL-UP DOOR c', F . 11 11 �/ _/ _ \� EMERGENCY BREAKAWAY PLAN STANLEY MODEL: DURA -GLIDE SERIES IL 3000 COLOR TO MATCH (E) STOREFRONT WOME MEN 12" „, cc, � 3� co ... liri atg C /A � ai • R 2 (0 03 CI) 7.1 H ea Q� Cry evi 4) NI NO. REVISIONS B1 21F REGISTERED ARCHITECT •A -' -tAy `' iDA A �- WA HINGTON MAY 07, 2012 PERMIT SET SCHEDULES JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT CARL GREG ♦STEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ 3 • 1 21F REGISTERED ARCHITECT •A -' -tAy `' iDA A �- WA HINGTON SCHEDULES JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT V CHECKED DI SHEET 2 OF SHEETS D DRINKING FOUNTAIN NOTES 1. DRINKING FOUNTAIN SPOUT SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM NOT REQUIRING A FORCE GREATER THAN 5LBS, THAT IS FRONT MOUNTED OR SIDE MOUNTED AND LOCATED WITHIN 5" OF THE FRONT EDGE OF THE FOUNTAIN OR PREFERABLY AN ELECTRONICALLY CONTROLLED DEVICE. 2. SPOUT OUTLET ORIFICE SHALL BE LOCATED WITHIN 5" OF THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36" OF THE FLOOR. THE WATER STREAM FROM THE SPOUT SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. 3 THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES (100 MM) MINIMUM IN HEIGHT. THE ANGLE OF THE WATER STREAM FROM SPOUTS WITHIN 3 INCHES (75 MM) OF THE FRONT OF THE DRINKING FOUNTAIN SHALL BE 30 DEGREES MAXIMUM, AND FROM SPOUTS BETWEEN 3 INCHES (75 MM) AND 5 INCHES (125 MM) FROM THE FRONT OF THE DRINKING FOUNTAIN SHALL BE 15 DEGREES MAXIMUM, MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE DRINKING FOUNTAIN PER ICC A117.1 - 2009 SECTION 602.6 (.0 18" MIN. c RAIL AS OCCURS, SEE FLOOR PLAN TYP. 5"M 6" AX 5" MAXk CN 0•\r 2_ -5,"‘),\\\13,\ \s >24 CLR. WIDTH FOR DOUBLE UNIT VERIES NONALCOVE WING WALL INSTALLATION '' MIN. 5" MAX EQUIPMENT PERMITTED IN SHADED AREA 6" MAX. TOE CLEARANCE 8"MIN. KNEE CLEARANCE 17"MIN. KNEE CLEARANCE SIDE VIEW SPOUT HEIGHT AND KNEE CLEARANCE AT DRINKING FOUNTAINS "HI" FOUNTAIN 30"W X 48"D MIN. CLR. FLR. SPACE 0 6 LL1 LL.J r "LOW" FOUNTAIN PLAN VIEW CLEAR FLOOR SPACE AT "HI-LOW" DRINKING FOUNTAIN ALCOVES 0 z z z MAX. LAVATORY – HOT WATER & DRAIN PIPES TO BE INSULATED SIDE VIEW KNEE CLEARANCE AT LAVATORY 30"W X 48"D MIN. CLR. FLR. SPACE 0 N) 0 MIN r 48"M 9"MAX. "LOW" FOUNTAIN PLAN VIEW CLEAR FLOOR SPACE AT LAVATORY LAVATORY TOILET FACILITY GENERAL NOTES 1. PROVIDE (N) SOAP DISPENSER, PAPER TOWEL DISPENSER, WASTE RECEPTACLE, TOILET PAPER DISPENSER AND SEAT COVER DISPENSER AT EACH RESTROOM 2. REFER TO EQUIPMENT SCHEDULE ON SHEET A1.2 3. CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. AUTOMATIC SPRING TO LIFTED POSITION SEATS ARE NOT ALLOWED. 4. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. 5. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. ELECTRONIC OR AUTOMATIC FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. 6. SELF-CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 7. SEE ENLARGED RESTROOM PLAN ON A1.1 30"W X- 48"D MIN. CLR. FLR. SPACE A 1 "MIN. .S;E CLEARANCE 8" NOTES PLAN 42" 12"MI 24"MIN. N) V) TANK TYPE 18" WATER CLOSET BACK GRAB BAR FLUSH ACTIVATOR ON WIDE SIDE 42" GRAB BAR 24" VERTICAL GRAB BAR GRAB BAR 60"W X 48"D MIN. CLR. FLR. SPACE 48" MIN. WHEN FRONT ENTRY DOOR OR 60" MINIMUM WHEN SIDE ENTRY DOOR CLEARANCE NOTES: A. 28" CLR. BETWEEN LAVATORY AND EDGE OF WATER CLOSET TANK LID WHEN TANK WATER CLOSET OCCURS. B. 28" MIN. CLR. TO EDGE OF BOWL WHEN FLUSH VALVE WATER CLOSET OCCURS. (28" MIN. CLR. BETWEEN LAVATORY TO FURTHEST PROTRUDING EDGE OF WATER CLOSET, TYPICAL.) 54"MIN. WATER CLOSET SIDE GRAB BAR TOILET FACILITY S \ 0 54" PREFERRED 48" MINIMUM REQUIRED CLEAR SPACE 36" MINIMUM z 0 A 24" MIN. EXTERIOR 18" MIN. INTERIOR REQUIRED CLEAR SPACE PLAN DOOR WIDTH PLUS-4- 24" MIN. EXTERIOR 18" MIN. INTERIOR D VESTIBULE PLAN WHERE ADJACENT OBSTRUCTION OR WALL OCCURS 12" MINIMUM IF DOOR HAS BOTH A CLOSER AND A LATCH 24" MIN. EXTERIOR & 18" MINIMUM INTERIOR BEYOND STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. B CORRIDOR PLAN c RAMP LANDING AT DOORWAY PLAN NOTES: 1. CLEAR SPACES MUST BE LEVEL TO PREVENT WHEELCHAIRS FROM ROLLING WHEN THE OCCUPANT RELEASES THE WHEEL GRIPS TO REACH FOR THE DOOR. 1/4" PER FOOT IS ALLOWED FOR DRAINAGE, 2. WHERE DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, THE REQUIRED LEVEL AREA BEYOND THE DOORS MAY BE A MINIMUM OF 48". FOR ADDITIONAL INFORMATION, SEE APPLICABLE NOTES ON TYPICAL ACCESSIBILITY NOTES SHEET. V) I ° 0 0 0 0 0 0 MIRROR TOILET SEAT COVER DISPENSER PAPER TOWEL DISPENSER AIR HAND DRYER SANITARY NAPKIN DISPENSER WASTE RECEPTICAL TYPICAL TOIL IT ACCESSORY MO \TI\G HEIGHTS SCALE NONE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION biki&q DOOR CLEARSPAC SCALE NONE C/D NO RAMP DETAILS (?,c NOTES TRJ \CATED DOVES 2 1/2" MAX. THRESHOLD 1/4" MAX. NOTES: 1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE. 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL CHANGE. 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. A LEVEL CHANGES 0 X < RECEIVED MAY 11 2012 P2ERMIT CENTER B LEVEL CHANGES THRES OLDS / LEVEL CHAI\ GES SCALE NONE e NO. REVISIONS BY MAY 07 2012 PERMIT SET II•EVE CR] iLIGPI,IN '-H GREG E:,,') HOGNS REGISTERED ARCHITECT TYPICAL ACCESSIBILITY DETAILS JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT CHECKED DI C A 0 2009 s ICC A117.1 -2009 Chapter 7. Communication Elements and Features ICC A117.1 -2009 Chapter 7. Communication Elements and Features Chapter 7. Communication Elements and Features 703.5 Pictograms. 703.5.1 General. Pictograms shall comply with Sec- tion 703.5. 703.5.2 Pictogram - Field, Pictograms shalt have a g 9 field 6 inches (150 mm) minimum in height. Charac- ters ( } 9 shall not be located in the pictogram ram tern or braille p g field. 703.5,3 Finish and Contrast. Pictograms and their I have a nonglare finish. Pictograms shall fields shall g g contrast with their fields, with either a light pictogram on a dark field or a dark pictogram on a light field. 703.6 Symbols of Accessibility. 703.6.1 General. Symbols of accessibility shall com- ply with Section 703.6. accessi- bility 7703.6.2 Finish and Contrast. Symbols of c v non-glare and their backgrounds shall have a with bill ball contrast finish> Symbols of accessibility s, their backgrounds, with either a Eight symbol on a g dark background or a dark symbol on a light back- 9 y ground. 703.6.3 Symbols. 7Q3 y word spaces. Spacing between individual raised characters shall be'/e inch (3.2 mm) minimum mea- sured at the top surface of the characters, ' /,s inch (1.6 mm) minimum measured at the base of the char- acters, and four times the raised character stroke t from "r separated width maximum. Ch racte s shall be e d a p i a inch (9.5 raised borders and decorative elements / c ( s mm) minimum, the base- lines Line Spacing. .S acin between he b s Spacing lines of separate lines of raised characters within a p message shall be 135 percent minimum and 170 per- cent maximum of the raised character height. 9 703.3.10 Height above Floor. Raised characters shall be 48 inches (1220 mm) minimum above the floor, measured to the baseline of the lowest raised character and 60 inches (1525 mm) maximum above the floor, measured to the baseline of the highest raised character, EXCEPTION: Raised characters for elevator car controls shall not be required to comply with Sec- tion 703.3.10. 703.3.11 Location. Where a sign containing raised characters and braille is provided at a door, the sign P g shall be alongside the door at the latch side. Where .a sign containing raised characters and braille is pro- vided g vided at double doors with one active leaf, the sign shalt be located on the inactive leaf. Where a sign containing raised characters and braille is provided at double doors with two active leaves, the sign shall be to the right of the right -hand door. Where there is no wall space on the latch side of a single door, or to the right side of double doors, signs shall be on the 3l$ min 9.5 FIG. 703A.4 POSITION OF BRAILLE FIG. 703.5 PICTOGRAM FIELD Note: For braille character mounting height see Section 703.4,5 FIG. 703,3.10 HEIGHT OF RAISED CHARACTERS ABOVE FLOOR 45 - centered on raised characters Note. For raised character mounting height see Section 703.3:10 FtG. 703.4.5 HEIGHT OF BRAILLE CHARACTERS ABOVE FLOOR 18 min 455 Chapter 7. Communication Ele ments �9 and Features N 701 General elements and features 701.1. Scope. Communicationsee S p vi accessible the scoping provisions required tq be acres i b by p g p adopted by the administrative authority shall comply with the applicable provisions of Chapter 7. Pp p p 702 Alarms 702.1 .1 General. Accessible audible and visible alarms 02 and notification appliances shall be installed in accor- dance with NFPA 72 listed in Section 105.2.2, be pow- ered by a commercial light and power source, be permanently connected to the wiring of the premises electric system, and be permanently installed. 703 Signs 703.1 General. Accessible signs shall comply with Sec - tion 703. Tactile signs shall contain both raised charac- ters and braille, Where signs with both visual and raised characters are required, either one sign with both visual and raised characters, or two separate signs, one with visual, and one with raised characters, shall be pro - vided. 703.1.1 Designations. Interior and exterior signs identifying permanent rooms and spaces shall com- ply with Sections 703.1, 703.2, and 703.3. EXCEPTION: Exterior signs that are not located at the door to the space they serve shall not be required to comply with Section 703.3. 703.1.2 Directional and Informational Signs. Signs that provide direction to or information about interior spaces and facilities of the site shall comply with Section 703.2. 703.1.3 Pictograms. Where pictograms are pro - vided as designations of permanent interior rooms and spaces, the pictograms shall comply with Sec- tion 703.5 and shall have text descriptors located directly below the pictogram field and complying with. Y tions 703.2 and 703.3. Sec that provide information E EXCEPTION: Pictograms ha ro e EXG P g p about a room or space, such as "No Smoking ", occupant logos, and the International Symbol of Accessibility, are not required to have text descrip- tors. 703.2 Visual Characters. 703,2.1 General. Visual characters shall comply with the following: 1 Visual characters that also serve as raised characters shall comply with Section 703.3, or 2. Visual characters on VMS signage shall com- ply with Section 703.7, or 3. Visual characters not covered in items 1 and 2 shall comply with Section 703.2. EXCEPTION: The visual and raised require- ments of item 1 shall' be permitted to be pro- vided by two separate signs that provide corresponding information provided one sign complies with Section 703.2 and the second sign complies. with Section 703.3. 703.2.2 Case. Characters shall be uppercase, lower- case, or a combination of both. 703.2.3 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly dec- orative, or of other unusual forms. 703.2.4 Character Height. The uppercase letter "I" shall be used to determine the allowable height of all characters of a font. The uppercase letter "I" of the font shall have a minimum height complying with Table 703.2.4. Viewing distance shall be measured as the horizontal distance between the character and an TABLE 703.2.4 - VISUAL CHARACTER HEIGHT Height above Floor to Baseline of Character Horizontal Viewing Distance Minimum Character Height Less than 6 feet (1830 mm) �/$ inch (16 mm) 40 inches (1015 mm) to less than or 5/a inch (16 mm), plus /e inch (3.2 mm) equal to 70 inches (1780 mm) 6 feet (1830 mm) and greater per foot (305 mm) of viewing distance above 6 feet (1830 mm) Less than 15 feet (4570 mm) 2 inches (51 mm) Greater than 70 inches (1780 mm) to less 2 inches (51 mm), plus tt$ inch (3.2 mm) than or equal to 120 inches (3050 mm) is feet (4570 mm) and greater per foot (305 mm)' of viewing distance above 15 feet (4570 mm) Less than 21 feet (6400 mm) inches (75 mm) Greater than 120 inches (3050 mm) 3 inches (75 mm), plus /a inch (3.2 mm) 21 feet (6400 mm) and greater per foot (305 mm) of viewing dtatarice. above 21 feet (6400 mm) � � Q ° i ;I; 6) ad O. C L 2 �z a 21 e„ 2 am. 03 1). N •- CD 15 (1)ri " 3 rimm FIG. 703.3.11 LOCATION OF SIGNS AT DOORS rentionai in italic, obliq shall ipt, h Chapter 7. Communication Elements and Features ' nearest adjacent wall. Signs containing raised char- acters and braille shall be located so that a clear floor area 18 inches (455 mm) minimum by 18 inches (455 1 mm) minimum, centered on the raised characters is provided beyond the arc of any door swing between the closed position and 45 degree open position. I EXCEPTION: Signs containing raised characters and braille shall be permitted on the push side of doors with closers and without hold -open devices. 703.3.12 Finish and Contrast. Characters and their background shall have a non -glare finish. Characters shall contrast with their background with either light characters on a dark background, or dark characters on a light background. I EXCEPTION: Where separate raised characters and visual characters with the same information 1 are provided, raised characters are not required to have nonglare finish or to contrast with their back- ground. 703.4 Braille 703.4.1 General, Braille shall be contracted (Grade 2) braille and shall comply with Section 703.4. ICC A117.1 -2009 703.4.2 Uppercase Letters. The indication of an uppercase letter or letters shall only be used before the first word of sentences; proper nouns and names, individual letters of the alphabet, initials, or acro- nyms. 703.4.3 Dimensions. Braille dots shall have a domed or rounded shape and shall comply with Table 703.4.3. 703.4.4 Position. Braille shall be below, the corre- sponding text. If text is rnultilined, braille shall be placed below entire text. Braille shall be separated 3/8 inch (9.5 mm) minimum from any other raised char- acters and 3/a inch (9.5 mm) minimum from raised borders and decorative elements. Braille provided on elevator car controls shall be separated 3/16 inch (4.8 mm) minimum either directly below or adjacent to the corresponding raised characters or symbols. 703.4.5 Mounting Height. Braille shall be 48 inches (1220 mm) minimum and 60 inches (1525 mm) maxi- mum above the floor, measured to the. baseline of . the braille cells. EXCEPTION: Elevator car controls shall not be required to comply with Section 703.4.5, NO. REVISIONS B1 MAY 07, 2012 PERMIT SET CARL GREG ♦ STEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ Distance between dots in the same cell Distance between corresponding dots in adjacent cells REGISTERED ARCHITECT Distance between dots in the same cell- Distance between corresponding dots from one cell directly below 0 00 I.00 i Blank cell space �_ _ , J� , _ , between words 0 ' 0 0 1 /P O,) -•.f Raised dot ACCESSIBILITY SIGN NOTES FIG. 703.4.3 BRAILLE MEASUREMENT TABLE 703.4.3 - BRAILLE DIMENSIONS Minimum in inches Measurement range Maximum in inches Dot base diameter 0.059 (1.5 mm) to 0.063 (1.6 mm) Distance between two dots in the same cell 0,090 (2.3 mm) to 0.100 (2.5 mm) Distance between corresponding dots in adjacent cells' 0.241 (6 1 mm) to 0.800 (7.6 ram) Dot height 0.025 (0.6 mm) to 0.037 (0.9 mm) Distance between corresponding' dots from one cell directly below 0.395 (10.0 mm) to 0.400 (10.2 mm) 1Measured center to center 68 CEIVED AY 112012 IT CENTER JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN HT CHECKED Dl SHEET y.. OF SHEETS GENERAL DEMOLITION NOTES: 1. GENERAL CONTRACTOR TO PROCEED WITH CAUTION DURING THE PROGRESS OF DEMOLITION. 2. THE DEMOLITION CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES FROM THESE PLANS AND EXISTING CONDITIONS. 3. THE DEMOLITION CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS. 4. OWNER OF PROPERTY HAS FIRST RIGHT OF SALVAGE. DEMOLITION CONTRACTOR SHOULD MEET WITH OWNER AND DETERMINE WHICH ITEMS AND MATERIALS ARE TO BE SALVAGED AND THEIR DISPOSITION. ALL OTHER ITEMS AND MATERIAL NOT SCHEDULED TO BE SALVAGED, INCLUDING DEBRIS, SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE LIMITS OF THE PROPERTY IN A LEGAL MANNER. LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE CONTRACTOR'S RESPONSIBILITY. 5. THE DEMOLITION CONTRACTOR WILL TAKE INTO ACCOUNT AND ACKNOWLEDGE IN HIS BID THE SPIRIT AND INTENT OF THESE DOCUMENTS. WITH THE EXCEPTION OF THOSE PARTITIONS INDICATED ON THE PLAN, ALL OTHER EXISTING INTERIOR PARTITIONS, FLOOR FINISHES, CEILINGS, AND ACCOMPANYING LIGHT FIXTURES ARE TO BE REMOVED. THESE DOCUMENTS DO NOT ADDRESS EACH AND EVERY CONDITION AND IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE CONDITIONS ARE ADDRESSED. ANY QUESTIONS ARE TO BE DIRECTED TO THE OWNER'S REPRESENTATIVE. 6. ALL REMAINING WALLS TO BE CLEAN AND WITHOUT OBSTRUCTIONS AND READY FOR NEW FINISHES OR CONSTRUCTION. 7. ALL ADHESIVES ARE TO BE REMOVED TO PROVIDE A SMOOTH CLEAN SURFACE TO CONCRETE SLABS. 8. IF ANY STRUCTURAL MEMBER IS UNCOVERED DURING DEMOLITION, CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY SHORING, BRACING, ETC. DURING DEMOLITION. 10. REMOVE EXISTING ELECTRICAL CONDUIT AND WIRE IN CEILING AND WALLS COMPLETE TO MAIN BREAKER IN EXISTING ELECTRICAL ROOM. 11. IF ANY ELECTRICAL AND MECHANICAL ITEMS HIDDEN FROM VIEW ARE UNCOVERED DURING DEMOLITION, THE OWNER'S REPRESENTATIVE MUST BE NOTIFIED PRIOR TO DEMOLITION. 12. DEMOLITION CONTRACTOR WILL LEAVE THE SPACE BROOM CLEAN UPON COMPLETION OF HIS WORK. WASTE AND VE \T DEMOLITION NOTES 1. WASTE AND VENT PIPING BELOW FLOOR SLAB TO BE ABANDONED AND LEFT IN P LACE. 2. WASTE AND VENT PIPING ABOVE FLOOR TO BE REMOVED. 3. PIPING BELOW SLAB THAT IS TO BE ABANDONED SHALL BE SEALED WITH CONCRETE TO MAKE WATER AND AIR TIGHT, BRING CONCRETE TO FLOOR AND FINISH. 4. FLOOR SINKS AND FLOOR DRAINS: TOPS OF BODIES AND /OR STRAINERS SHALL BE REMOVED AND DRAINS FILLED WITH CONCRETE TO MAKE WATER AND AIR TIGHT. BRING CONCRETE TO FLOOR AND FINISH. 5. FLOOR CLEANOUTS OF ABANDONED WASTE LINES BELOW FLOOR SLABS: REMOVE TOPS AND SEAL WITH CLEANOUT PLUG. FILL TOP OF BODY WITH CONCRETE TO FLOOR AND FINISH. NOTES 1. G.C. TO FIELD VERIFY ALL (E) CONDITIONS PRIOR TO AND DURING DEMOLITION PROCESS; G.C. TO IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND DRAWINGS. ARCHITECT WILL NOT BE HELD LIABLE OR RESPONSIBLE FOR ANY PROBLEMS OR RESULTING CHA \GE ORDERS SHOULD G.C. FAIL TO REPORT THESE DISCREPANCIES - NO EXCEPTIONS! 2. G.C. TO VERIFY REMOVAL OF ALL (E) FLOOR FI\ISHES WITH OWNER & LANDLORD REPRESENTATIVES PRIOR TO DEMOLITION LE: GIRD: EXISTING STRUCTURE TO REMAIN EXISTING STRUCTURE TO BE REMOVED [UNLESS NOTED OTHERWISE] SHOWN DASHED, TYP. II \ (E) DOOR TO BE REMOVED U 1 EXISTING STOREFRONT SYSTEM TO REMAIN; REPAIR AREAS AS REQUIRED EXTENT! OF BEVERAGES & MORE ■ EXTENT OF BEVERAGES & MORE ( 4 (E REMAI (E) ELEC. ROOM TO REMAIN SIDE EXIT DOOR TO CLOSED & WELDED 1-1 (E) RESTROOM WALLS, PLUMBING FIXTURES TO BE REMOVED SHOWN DASHED (E) REAR EXIT DOOR TO REMAIN --� _ . "h •� ... s >s�..,. � .,�y �z ?fir .,�,ar �•r,.��r =< PORTION OF (E) EXT. WALL TO BE REMOVED FOR INSTALLATION OF (N) ROLL -UP DOOR PER A1.1 & A4.1 1 L— (E) SIDE EXIT DOOR & CONC. RAMP TO BE REMOVED, ADD & REPAIR ASPHALT CONC. PAVING (E) WALLS & DOORS TO BE REMOVED SHOWN DASHED -4� L_ (E) COLUMNS TO REMAIN, TYP. OF 6 (E) ADJACENT TENANT s'Y NOTES: 1) ALL LIGHT FIXTURES, T -BA9 CEILING, FLOOR FINISHES AND SOFFITS ABOVE TO BE REMOVED, U.O.N 2) ALL MECH. ROOFTOP UNITS TO REMAIN, (E) RTU -4 TO BE REPLACED W/ NEW UNIT, DUCTS AND DIFFUSERS ABOVE TO BE REMOVED OR REUSED, SEE MECH. DWGS. (E) PAIR OF ENTRANCE DOORS & SIDLITES TO BE REMOVED SH WN DASHED (E) ALUM. STOREFRONT SYSTEM TO REMAIN, U.O.N. /\ i \---(E) ALUM. STOREFRONT SYSTEM TO REMAIN, U.O.N. (E) ADJ. TENANT SPACE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION (E) ALUM STOREFRONT SYSTEM REMAIN, U.O.N. (1\\ DEVIOLITIO\ PLAN D1J 1 /8" = 1' -0" RECEIVED MAY 112012 PERMIT CENTER NORTH 111111•■ NO. REVISIONS B, REGISTERED r , ARCHITECT A.IA flA A.<WAHINGTON FEB. 17, 2012 PERMIT SET HT DATE APRIL 30, 2012 DRAWN HT L CHECKED DI CARL GREG STEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ I ■ REGISTERED r , ARCHITECT A.IA flA A.<WAHINGTON DEMOLITION PLAN JOB NO. 12 4360 20 DATE APRIL 30, 2012 DRAWN HT L CHECKED DI SHEET )1 OF SHEETS 0 w 0 w V) w (E) TRASH, BIN AREA (N) ROLL —UI� DELIVERY DOIOR (E) ND EXIT DOOR - - - -- Awe, -- 0 Adjacent Tenant 0-- 3 II 18 0 °03'3" N 354.95 J 1 I L 1 11 II 11 11 - -_ -1 — i1 I MINIM (E) ACC: SSIB E PA 'KING SIGN ACCESSIBLE PATH OF TRAVEL (E) ACCESSIBLE PARKING STALL (E) PARKING LOT 0 -0 (E) SERVICE LOADING I 1 0 Il II I- II V 1 I !! 1 !E II 1 II Man 0 (E) ROOF ACCESS LADDER 0 CI H H 11 II II ! n 1 11 11 11 11 _ _ -_ (E) FIRE HYDRANT Pr j' 1 �I r. iA t .' -2" 9'_6 " (E) CURB RAMP (E) STRIPES (E) PARKING LOT I n 1 II� !1 1! it 1-r -I I_r — _– =171 L. — _ 1 1 n 1 i1 !i Li 0 0-- b - -- -0 1! II ''.I 1! it II II .1 11 !1 II U 1 1 1! 11 I City of Tukwila BUILDING DIVISION 0 I1 it 1i it 11 11 1 1i . 11 i1 11 I1 11 SOUTHCENTER PARKWAY (1 SITE LA\ �D1 1 "= 20' -0" FOR REFERENCE ONLY RECEIVED MAY 112012 RERMIT CENTER NO. REVISIONS BY MAY 07, 2012 PERMIT SET CARL LAUGHLIN ❑ GREG ENDOM ❑ `TEVE HIGGINS ❑ REGISTERED ARCHITECT SITE PLAN JOB NO. 12 4360 20 DATE APRIL 30, 2012 DRAWN ON `CHECKED DYI JANITOR AREA --j14I CORRIDOR (E)25' -0" SEE ENLARGED RESTRM. PLAN SLOPE DN a,L000qmgoggnmguni■ mow_ mpg mg_ mom wguunum4mpmgrm uwu =_c_ (E) ELEC. ROOM -Q't' CLR. 48_ \ NO WOR 56 TO 2nd EXIT STOCK ROOM WOMEN WOMEN BALER V.! BREAK °9 ROOM :. .,..�.5�i.......l�t�e.. Vie ■ ii l Iru :Lica��A i! . •J■ rtlFourelitift, Senn . I 11 iI__I!■ IHIh ■■ a ■IIuIDI■ ■■ n■■.� ere s∎i61ii ► Oi:iiiio : 2A .3LdA��L ∎ ∎∎a4iiiPiVG rr i61i KEY NOTES 1 14 CORRIDOR (2ENLARGED RESTRM & BREAK RM. PLAN REF. TO T3 FOR ACCESSIBILITY DETAILS 1 /4"=V-0" -0" FULL -HT. FRP ON ALL WALLS AT BREAK ROOM PROVIDE SEISMIC STRAPPING AS REQUIRED FOR WATER HEATER PER CODE. LOW WALL - 1" THICK LAMINATE PANELS, +60" HIGH, SEE DETAILS ON A7.5 VERIFY TYPE /SIZE OF ALL (E) COLUMNS IN SPACE AND PAINT PER TENANT DIRECTION, TYP. PROVIDE 4' -0" HIGH S.S. COLUMN COVER (COLUMNS IN AISLES ONLY) 2009 IBC MEANS OF EGRESS ILLUMINATION 1006.4 Performance of system. Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot - candle and a minimum at any point of 0.1 foot - candle measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ration of 40 to 1 shall not be exceeded. FIRE EXTINGUISHERS SHALL BE PROVIDED AT A RATE OF ONE EXTINGUISHER PER 3000 SQ. FT. OF FLOOR AREA. FIRE EXTINGUISHERS SHALL BE PLACED SO THAT NO POINT OF THE BUILDING IS FURTHER THAN 75 FEET FROM AN EXTINGUISHER & MOUNTED NO HIGHER THAN 5 FEET ABOVE FINISH FLOOR (IFC OR CFC STANDARD). REFER TO T1 FOR ADDITIONAL INFORMATION. COORDINATE LOCATION OF FIRE EXTINGUISHERS WITH FIRE INSPECTOR. SEE SD1 FOR LOCATION OF (E) ROOF ACCESS LADDER 181 (E) EXTERIOR DOORS TO REMAIN CLOSED & WELDED EXIT PATH OF TRAVEL, (ALLOWED UP TO 250' -0" FOR M OCCUPANCY, W/ SPRINKLER SYSTEM) PER IBC 2006 TABLE 1016.1 , CALCS FOR REQUIRED EXIT SEPARATION DISTANCE BET. MAIN EXIT & SECONDARY EXIT: 131' -0" DIAGONAL DISTANCE BET. TWO CORNERS OF SPACE: 153' -0" 153'- 0" X 1/3 (SPRINKLERED) = 51' -0" 131' -0" > 51' -0 ", COMPLIES WITH IBC SECTION 1015.2 AT HANDICAPPED CHECKSTAND, SIGN TO READ "THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES" 61 PROVIDE P -LAM CABINET OVER MOP SINK, SEE DETAIL 8/A6.1 REF. TO INTERIOR COLOR SCHEME FOR WALL FINISH AT TASTING AREA 9 PROVIDE TACTILE SIGNAGE STATING "EXIT ", SEE ACCESSIBILITY SIGN NOTES �-� ON T4. REFRIGERATION MFR TO PROVIDE ARCHITECT WITH SHOP DRAWINGS PRIOR TO FABRICATION OF WALK IN BOX AND REACH IN EQUIPMENT 21 RESTROOM DOOR CAN BE LOCKED ON THE INSIDE BY OCCUPANTS TYP. 22 (E) TELEPHONE BOARD & ELEC. PANELS TO REMAIN 23 MAX. SLOPE TO BE 1/4 ":12" (2 %) IN ANY DIRECTION WITHIN LANDING 24. (E) CONC. WALKWAY (N) WALL OPENING FOR (N) ROLL -UP DELIVERY DOOR, SEE STRUCT. DWGS & DETAIL 13/A7.2 261 (N) INFILL WALL TO MATCH (E), SEE STRUCT. DWGS & DETAIL 13 & 14/A7.2 NOT USED (N) STANLEY AUTOMATIC SLIDING ENTRY DOORS, DURA -GLIDE 3000 SERIES ALUMINUM STOREFRONT SYSTEM W/ TEMPERED GLASS, TYP., MAX. HEIGHT OF THRESHOLD TO BE 1/2". (N) 42" HIGH ALUM. RAILING W/ TEMP. GLASS PANEL INFILLS, MFR: FEENEY ARCHITECTURAL PRODUCTS, PHONE (510) 893 -9473 www.designrail.com (E) EXIT DOOR TO BE UTILIZED AS SECONDARY EXIT. REFER TO DOOR HARDWARE SCHEDULE ON T2 (E) ALUM. STOREFRONT SYSTEM TO REMAIN TOTAL AREA OF TASTING 13 & SERVICE COUNTER 15 (TOTAL 424 SQ. FT.) EXCEED 750 SQ. FT. PER IBC SECTION 303.1 EXCEPTION 3 28 (N) HAW'S HI -LOW DRINKING FOUNTAIN REFER TO T3 FOR ADDTL. INFO. 29 (E) BIKE RACK TO REMAIN 301 (E) TRANSFORMER & ELEC. METERS TO REMAIN DOES NOT PROVIDE (N) RAMP WITH ASPHALT CONCRETE, SLOPE NOT TO EXCEED HEIGHT NOT TO EXCEED 6" 1:12, RAMP PROVIDE (N) DELIVERY RAMP WITH ASPHALT CONCRETE, SLOPE NOT TO EXCEED 1:8 NO. REVISIONS BY MAY 07, 2012 PERMIT SET CARL GREG �TEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ r SY BOL LEGEND WALL LEGEND INTERIOR ELEVATION EXTERIOR ELEVATION DETAIL DOOR / HARDWARE KEY - REFER TO DOOR SCHEDULE ON SHEET T2 WINDOW KEY - REFER TO WINDOW SCHEDULE ON SHEET T2 EXISTING WALLS ENTRY ( CHECKOUT REGISTERED ARCHITECT NEW PARTIAL HT. WALLS: 3 5/8" METAL STUDS © 16" 0.C. WITH 5/8" GYP. BD. EACH SIDE. NEW FULL HT. WALLS: 3 5/8" METAL STUDS © 16" O.C. WITH 5/8" GYP. BD. EACH SIDE TO UNDERSIDE OF EXISTING ROOF STRUCTURE NEW PARTIAL HT. WALLS: 6" METAL STUDS © • 16" 0.C. WITH 5/8" GYP. BD. ..er..........u. immummumeigago 6 \ U.O.N. (SEE 1/A2.1) U.0.N. (SEE 1/A2.1) U.O.N. (SEE 1/A2.1) I I 1.1511 I I 11 I I II I LII L I I RECEIVED MAY 112012 PERMIT CENTER FLOOR PLAN (N) EXT. INFILL WALL: 2X6 WD. STUDS © 16" 0.C., W/ (N) MIN. R -21 BATT INSULATION, INTERIOR SIDE: 5/8" GYP. BD., EXTERIOR SIDE: PAINTED WD. SIDING TO MATCH (E), SEE STRUCT. DWGS. NEW FULL HEIGHT FURRING WALLS : 5/8" GYP. BD. OVER 3 5/8" MTL. STUDS © 16" 0.C., PROVIDE (N) R -7 BATT INSULATION ON ALL EXT. WALLS AS REQ'D NEW LOW PARTITIONS AT CASHIERS BOOTH PER KEY NOTE 4 EXISTING STOREFRONT WINDOWS JOB NO. 12 4360 20 DATE APRIL 30, 2012 DRAWN HT `CHECKED DI J SHEET NORTH FLOOR PLAN A 1. 1 ALL DIMENSIONS DENOTED (E) EXISTING TO BE FIELD VERIFIED OF SHEETS EQUIPMENT SCHEDULE NO. QTY. EQUIPMENT DESCRIPTION NOTES 0 3 FLOOR SINK INDIRECT DRAINS FROM 3 COMPARTMENT SINK & WALK -IN BOX TO FLOOR SINKS PER LOCAL PLUMBING JURISDICTION, SEE DETAIL 6/P6.1. O1 MAY 07, 2012 PERMIT SET 3 COMPARTMENT SINK 10 "x14 "x10 "D SINK COMPARTMENT, W/ 18" DRAIN BD. EA. SIDE AND 5" INTERGAL BACK SPLASH. MFR: KROWNE MODEL: KROB -8102 INDIRECT DRAIN PER LOCAL PLUMBING JURISDICTION, NSF APPROVED 30 2 HAND SINK SINK SIZE, CONTROLS, AND INSTALLATION SHALL CONFORM TO ACCESSIBILITY REQUIREMENTS PER ICC A117.1 -2009 SEC. 606 SEE 2/T3. 4 4 SOAP DISPENSER & WHITE MTL. SOAP DISH PROVIDED BY OWNER, INSTALLED BY G.C. O 4 SINGLE SERVICE TOWEL DISPENSER PROVIDED BY OWNER, INSTALLED BY G.C. C1 FLORESTONE MSR -2424 MOLDED MOP RECEPTOR 24 "x24 "x10 "H MOP SINK FAUCET SHALL HAVE A THREADED OUTER UP FOR HOSE ATTACHMENT AND AN APPROVED BACKFLOW PREVENTION DEVICE, NO CHEMICAL DISPENSING SYSTEM TO BE ATTACHED TO MOP SINK FAUCET. 0 1 WATER HEATER A.O. SMITH DEL -30, 22" DIA. x 30 -7/8" H 30 GALLON CAPACITY : 9KW, 1 HOUR RECOVERY RATE INSTALL ON 3/4" PLYWOOD DECK ABOVE MOP SINK CEILING; PROVIDE SEISMIC STRAPPING PER CODES. O6 EMPLOYEE LOCKERS (STACKED) 12 "W x 12 "D x 36 "H PROVIDE ONE LOCKER W/ LEVER TYPE H /W. ALL LOCKERS TO BE ON MIN. 6" LEGS OR WALL MOUNTED O 1 MOP RACK LOCATE IN FIELD NEAR MOP RECEPTOR 10 1 STORAGE SHELF 30 "H x 24 "W x 18 "D 2- SHELVES CABINET 11 1 WALK IN BOX PRIOR TO FABRICATION, REFRIGERATION MFR TO PROVIDE SHOP DWGS. FOR REVIEW AND APPROVAL BY HAYASHIDA ARCHITECTS, NSF APPROVED 12 1 OPEN DISPLAY CHEESE MERCHANDISER NSF APPROVED CI 1 ICE MERCHANDISER NSF APPROVED, FULLY SELF CONTAINED 61 3 GLASS DOOR MERCHANDISER (NISI COOLER) NSF APPROVED, FULLY SELF CONTAINED 15 1 GLASS DOOR MERCHANDISER (FOR CAVIAR) NSF APPROVED, FULLY SELF CONTAINED 16 1 MARATHON VERTICAL BALER V- 4830HD (LARGER TYPE) OR V -4224 (SMALLER TYPE) UL LISTED 17 1 3 TIERED STAINLESS STEEL WIRE RACK DEMO CART MFR: INTERMETRO INDUSTRIES CORP., MODEL: MW400 SERIES 18 1 HIGH & LOW ACCESSIBLE DRINKING FOUNTAINS MFR: HAW'S MODEL # 1119.14 UNIT TO COMPLY WITH ICC A117.1 -2009 SEC. 602 REFER TO T3 FOR ADDI. INFO. 19 1 UNDERCOUNTER LOW- TEMPERATURE DISH WASHER NSF APPROVED 20 1 UNDERCOUNTER REFRIGERATOR NSF APPROVED 21 1 3 COMPARTMENT SINK 18 "D SINK COMPARTMENT, W/ 12" DRAIN BD. ON ONE SIDE AND 4" INTEGRAL BACK SPLASH. MFR: KROWNE MODEL: KROB -8001 INDIRECT DRAIN PER LOCAL PLUMBING JURISDICTION, NSF APPROVED 22 1 FLOOR DRAIN SLOPE TILE FINISH FLOOR TO DRAIN ® 1/4" PER FT. TYP. G \ E RA L STORE \OTES ALL FOOD ITEMS SOLD OR STORED IN THIS FACILITY ARE PRE - PACKAGED. 2. THERE IS NO FOOD PREPARATION IN THIS FACILITY. 3. BELOW ARE THE BEVERAGES & MORE! WINE & BEER TASTING PROCEDURES AT THE ABC (TASTING) AREA: • THE TASTING AREA IS TO BE USED FOR SAMPLING WINE AND /OR BEER ONLY. • SET UP INCLUDES A STAINLESS STEEL WIRE RACK DEMO CART WITH DISPOSABLE PLASTIC 3 OZ. TASTING CUPS, WINES /BEERS FOR SAMPLING, A DUMP BUCKET AND PRODUCT FOR SALE ON THE SECOND SHELF. THE BOTTOM SHELF IS AT LEAST 6" ABOVE THE FLOOR. • SAMPLE SIZE IS ONE OUNCE OR LESS OF EACH WINE OR BEER. • NO ONE UNDER 21 YEARS OF AGE IS ALLOWED IN THE TASTING AREA. NO ONE MAY LEAVE THE TASTING AREA WITH ALCOHOLIC BEVERAGE IN THEIR CUP. • TASTINGS TAKE PLACE ON FRIDAYS FROM 4 P.M. - 7 P.M., SATURDAYS 12 NOON - 3:00 P.M. AND 6 HOLIDAYS DURING THE YEAR. • THERE WILL BE NO SEATING IN THIS AREA. 4. REFER TO ROOM FINISH SCHEDULE ON SHEET T2 FOR INTERIOR & FLOOR FINISHES. FIXTURE NOTES 1. RACING HEIG T = 5' -9" MAXIMUM 2. LOW RACKING UNITS DENOTED 'LR' AND CIRCLED ON PLAN 3. ALL ACCESSIBLE CHECKSTANDS TO HAVE COUNTERS NO MORE THAN 34" ABOVE THE FINISH FLOOR. PROVIDE SIGNS OVER ACCESSIBLE CHECKSTANDS READING: "THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES," 4. CONCEAL ALL DROP CONDUITS AND OUTLETS FOR ICE BIN, VISI COOLERS, CIGAR, CAVIAR, AND CHEESE. 5. GENERAL CONTRACTOR AND SUB - CONTRACTORS TO LEAVE EXPOSED SEALED CONCRETE FLOOR AREAS IN CLEAN, UNDAMAGED STATE. EXPOSED SEALED CONCRETE FLOORS WHERE DESIGNATED ON ROOM FINISH SCHEDULE, (SHEET T -2) IS FINAL FINISH. 15 2 0 (N) ROLL -UP DELIVERY DOOR 07 RECEIVING OFFICE 09 LOCK -UP STORAGE 1 • BREAK ROOM 08 (E) REAR EXIT ( 5 ) CORRIDOR (E) ELECT ROOM STOCK ROOM .A.\- 1 \VI WOMEN JANITOR AREA WALK IN COOLER 12'x30' BALER .4111I ■101111 . ■■; „ ■ ■. i .i a6■ ■■ ■■■ I. WI ummi omIo . _if, a.n {.nib.. {Tv i OD al 8338 F � '''� ,�. :Z��l'� ■ii' 9 -,g .��■�___,�i■ ■1�■G. ■■I■���� = =■■II " " ■■III —. - - -- intrteritirimpaimmat JJII l ``, �*" 1■ JJJ J�JJJi II�� JJJJ11lw�J���JJJmmiJJI SERVICE COUNTER ALIGN ALIGN FLAT SCREEN TV 6' -6 3/4" WINE WINE ALIGN ALIGN 7' -2 1/4" i SALES AREA RACKING HEIGHT: 5'—g" MAX. LIQUOR CR TICS 8'x5' LIQUOR REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila ENG-DIVISION - J 1 LIQUOR LASSWARE GLASSWARE BIG DEALS 8'x3' LIQUOR LIQUOR BIG DEALS 8' x 3' LIQUOR LIQUOR RF1VFRAGF-(1 07IFR) 003 (LOLILR) CIGARS � —J ENTRY CHECKOUT 04 I CASHIER'S BOOTH FT BASS VISI VISI 1 ICHARCOA_ I II I II 1 I II II L I 1 II II II II II II II II II II II ll 1I _11 I II [ _1 1 1 RECEIVED MAY 112012 PERMIT CENTER RACKING PLAN b0.- 1614 �� •3� 10,715 SQ. FT. 1/8" = NORTH NO. REVISIONS B1 03 -13 -12 REAR LOADING DN 03/20/12 REBRANDIN SCHEME DN MAY 07, 2012 PERMIT SET CARL LAUGHLIN GREG ENDOM tTEVE HIGGINS [] 0 - REGISTERED ARCHITECT RACKING PLAN JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN DN CHECKED DYI J SHEET A1.2 OF SHEETS *SIGNS - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *SIGNS KEY NOTES *CLOCK - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *CLOCK 0 O O CENTER LIGHT FIXTURE IN ROOM EXACT POSITIONING OF TRACKS IN TASTING TO BE VERIFIED WITH BEVMO! REP. CONDUIT DROPS TO CHEESE CASE TO BE COORDINATED WITH BEVMO! REP. HEIGHT OF MECHANICAL DUCTS AND UNITS TO BE 15' -0" A.F.F. OR HIGHER. VERIFY CLEARANCE AND CONTACT ARCHITECT IF NOT FEASIBLE GENERAL NOTES 1. CONCEAL ALL UTILITY LINES BEHIND STRUCTURAL ELEMENTS (SUPPORT COLUMNS, ROOF BEAMS AND MEMBERS) FACING AWAY FROM STOREFRONT ENTRANCE 2. MAIN POWER CONDUIT FOR HALIDE FIXTURES IN SALES AREA TO BE MOUNTED ON TRAPEZE WITH CONDUIT AND BOXES ON THE UNDERSIDE OF RAFTERS OR CEILING 3. MIN. R -38 BATT INSULATION AT UNDERSIDE OF ROOF DECK / STRUCTURE TO HAVE SILVER VINYL OR PLASTIC BACKING (CAP SHEET) 4. ALL LIGHT FIXTURES TO BE FURNISHED BY BEVMO! INSTALLED BY G.C. U.O.N. LIGHTING LEGEND (FOR REFERENCE ONLY, SEE ELEC DWG) .� REVISIONS 4 FT. SUSPENDED OR SURFACE MTD FLUORESCENT STRIP LIGHT FIXTURE WITH SHATTER PROOF LENS IN REQUIRED LOCATIONS PER CODE EXIT SIGN i Z TRACK LIGHT FIXTURE & HEADS. VERIFY MOUNTING HEIGHT WITH BEVMO REP, (SHATTER PROOF LAMP TO BE USED) ■a EMERGENCY LIGHT FIXTURE: VERIFY STEM OR SURFACE MOUNT VERIFY MOUNTING HEIGHT WITH BEVMO REP ❑ • METAL HALIDE LIGHT FIXTURE: MOUNTING HEIGHT TO BE 12' -0" OR HIGHER, U.O.N.. (SHATTER PROOF LENS TO BE USED) EXHAUST FAN: LIGHT SWITCH ACTIVATED - TYP, Ll� EIH EXT. WALL MOUNTED SECURITY LIGHT MFR: LITHONIA LIGHTING FXT: WSTM NOTE: DARK BRONZE TEXTURED FINISH REVIEWED FOR CODE COMPLIANCE APPROVED APP JUl_ 0 3 2012 City of Tukwila BUILDING DIVISION 2) (3 (N) WALL MOUNTED SECURITY AREA LIGHT (N) ROLL -UP DELIVERY DOOR (E) OPEN TO ROOF pik STRUCTURE ABOVE 07 RECEIVING OFFICE dik 10' -0" A.F.F. GYP. BD. CLG. 8' -0" A.F.F. Iv GYP. BD. CKG. ( 4 09 LOCK -UP STORAGE 5 _ ,N) WALL MOUNTED\,__,1 1 08 / SECURITY AREA LIGHT 1 BREAK . ROOM 14 0 (E) REAR EXIT CORRIDOR STOCK ROOM OPEN TO ROOF STRUCTURE ABOVE WALK -IN COOLER CLG. BY MANUFACTURER 8' -O" A.F.F. GYP. BD. CLG. calk 8' -0" A.F.F. GYP. BD. CLG. A7.3 rip. liiii ... .....aw- :JA::w •4::::: D: :- 7.>.:i^.:.'.........�....7.70.0 mss..... t: :.w:i 5' -Q "I 81-0" A.F.F GYP. BD. CLG. r C71 N7 77 V 1 0 TASTING (N) CLNG. MOUNTED FLAT SCREEN TV, VERIFY 1..09ITIONS W/ BEVMO! L 7' -O" A.F.F. GYP. BD. CURTAIN WALL OPEN TO ROOF dik STRUCTURE ABOVE SALES AREA CO 0 N I r - - -- -- /�- F \�- ITTi [I l N 0) ENTRY IN Of CASHIER BOOTH n-r I I •1 I! (N) DUPLEX OUTLET r II 1 1 [ 1 I I (E) GLU- LAM -��'II BEAM, TYP. II REFLECTED CEILING PLAN (E) CANOPY it I I it I 1 II 1 1 I 2y 1/8" = 1' -0" OPEN TO ROOF STRUCTURE ABOVE NORTH RECEIVED MAY 112012 PERMIT CENTER J �� • /1 NO. .� REVISIONS 1 BY MAY 07, 2012 PERMIT SET CARL LAUGHLIN GREG ENDOM L STEVE HIGGINS ❑ ❑ ❑ 1' REGISTERED ARCHITECT psHIDA HINGTON REFLECTED CEILING PLAN JOB NO. 12 4360 20 DATE MAY 01, 2012 DRAWN DN CHECKED Di GENERAL NOTES 1. ALL BUILDING CONDITIONS SHOWN ARE EXISTING (E) TO REMAIN UNLESS DENOTED NEW (N) 2. ALL SITE ELEVATIONS / CONDITIONS SHOWN ARE EXISTING (E) TO REMAIN 3. SIGNAGE (N.I.C.) UNDER SEPARATE PERMIT: SIZES AND LOCATION TO BE DETERMINED 4. ALL EXTERIOR STRUCTURES, MATERIALS, AND FINISHES ARE EXISTING TO REMAIN UNLESS OTHERWISE NOTED. (E) WALL MOUNTED LIGHT FIXTURE TO REMAIN, TYP. JUUUU -Innnnn (E) PAINTED STUCCO TO REMAIN- EXTENT OF BEVMO STOREFRONT (E) TO REMAIN, U.O.N. UUUUUUUUU UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUULJU! nnnnnnnnnrn �innnnnnnnnnnnnnnnnnnnnn nnnnnnnnnnnnnmmCT1r1, ADJACENT TENANT (E) ALUM. STOREFRONT TO REMAIN (E) WD. SIDING TO REMAIN— (1\\ EXTERIOR ELEVATIO\ (E) WALL MOUNTED FIXTURE TO REMAIN LIGHT TYP. (E) EXIT DOOR TO REMAIN CLOSED & WELDED NORTH 1/4" = 1' -0" EXTENT OF BEVMO STOREFRONT (E) TO REMAIN, U.O.N. rnnrninnm (E) WD. SIDING TO REMAIN- EXTERIOR ELEVATIO\ - SOUTH PROVIDE (N) SPACE ADDRESS (N) EXT. INFILL WALL TO MATCH (E) 1 /4" = 1' -0" 5" x 5" SYMBOL OF ACCESSIBILITY ® MAIN ENTRY DOORS, MOUNT 60" A.F.F. E) DOOR, CONC. RAMP, & HANDRAIL TO BE REMOVED, PATCH & REPAIR (E) ASPHALT CONC. PAVING (E) PAINTED STUCCO TO REMAIN— SIGNAGE (N.I.C.) UNDER SEPARATE PERMIT: SIZES AND LOCATION TO BE DETERMINED EXTENT OF BEVMO STOREFRONT �3 (E) ALUM. STOREFRONT SYS. TO REMAIN- FIN FLOOR (E) WD. SIDING TO REMAIN— (E) ALUM. STOREFRONT TO REMAIN 12' -0" FRONT EXTERIOR ELEVATIO 4.1 EXTENT OF BEVERAGES & MORE! l (N) DOUBLE SLIDING STOREFRONT ENTRY DOORS W/ TEMP, GLASS INTO (E) STOREFRONT OPENING AS SHOWN, (N) DOORS & TRANSOM BY OWNER, GLASS & CAULKING BY G.C. EAST 1 /4" = 1' -0" f I� (N) SECURITY AREA LIGHT (E) REAR EXIT (E) TO REMAIN, U.O.N. DOOR (N) SECURITY AREA LIGHT (E) ROOF TO REMAIN PROVIDE (N) RAMP WITH ASPHALT CONCRETE, SLOPE NOT TO EXCEED 1:12, RAMP HEIGHT NOT TO EXCEED 6" (E) WD. SIDING TO REMAIN — PROVIDE (N) DELIVERY RAMP WITH ASPHALT CONCRETE, SLOPE NOT TO EXCEED 1:8 (N) ROLL -UP DELIVERY DOOR REAR EXTERIOR ELEVATION (EO TRANSFORMER & ELEC. METERS TO REMAIN - WEST 1 /4" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION b api-i RECEIVED MAY 112012 PERMIT CENTER MI II CI) a' IV CO 4- a) a. c 2 u) CD 131 • 2 (1) M 'a ic111' o 3 y 1� ;14 CC1 h ir• NO. REVISIONS B1 EXTERIOR ELEVATIONS MAY 07, 2012 DATE MAY 02, 2012 DRAWN DN PERMIT SET CARL LAUGHLIN ❑ GREG ENDOM ❑ %STEVE HIGGINS ❑ r i 21° ' REGISTERED ARCHITECT • A- 1DA • WA HINGTON EXTERIOR ELEVATIONS JOB NO. 12 4360 20 DATE MAY 02, 2012 DRAWN DN CHECKED DI SHEET A4.1 OF SHEETS NTED GYP. BD. WALLS AND CEILINGS ALL SURFACES TO BE SMOOTH WITH NO TEXTURE LAVATORY, SEE SIDE Sc FRONT ELEV. ON 2/T3 6" COVED QUARRY TILE BASE & FLOOR 18 "x 30" TOILET PAPER DISP. 42 "GRAB BAR 5 MIRROR SOAP DISP. PAPER TOWEL DISP. 4 NTED GYP. BD. WALLS AND CEILINGS ALL SURFACES TO BE SMOOTH WITH NO TEXTURE ( E)WATER CLOSET SEE SIDE ELEV. ON 1/T3 FRP WAINSCOT (ALL WALLS) 6" COVED QUARRY TILE BASE & FLOOR 'S R,STROOM WHITE MTL. SOAP DISH 36 "GRAB BAR r- (E)WATER CLOSET SEE FRONT ELEV. ON 1/T3 6" COVED QUARRY TILE BASE & FLOOR EXTENT OF BEVERAGES & MORE! TENANT SPACE w O 0 CC w 0 RESTRM, & BREAKRM. GENERAL PROVIDE (N) SOAP DISPENSER, PAPER TOWEL DISPENSER, W RECEPTACLE, TOILET PAPER DISPENSER AND SEAT COVER DISPENS AT EACH RESTROOM ALL RESTROOM ACCESSORIES TO BE PROVIDED BY OWNER & INSTALLED BY G.C. REFER TO EQUIPMENT SCHEDULE ON SHEET A1.2 4. REF TO TYPICAL ACCESSIBILITY DETAILS 1, 2, & 4 ON SHEET 13 FOR FIXTURE MOUNTING HEIGHT & DIMENSION REQUIREMENTS. A6.1 WOMEN'S RESTRM. SIM. 3 COMP. SINK 6 (N)HANDSINK SEE LAVATORY SIDE ELEV. ON 2/T3 FRP FINISH, TYP. 6 EMPLOYEE LOCKERS (STACKED) 12 "W x 12 "D x 36 "H, PROVIDE ONE LOCKER WITH LEVER TYPE H /W. ALL LOCKERS TO BE ON MIN. 6" LEGS OR WALL MOUNTED FRP FINISH, TYP. (N)HANDSINK SEE LAVATORY FRONT ELEV. ON 2/T3 REAK ROOM PHONE TIME CLOCK OVERIDE SWITCH (N) LOCKERS, DOUBLE STACKED UNIT APER TOWEL DISP. SOAP DISP. WHITE MTL. SOAP DISH (N) 3 COMP. SINK 0 • A6.1 FIXED TEMPERED GLASS WINDOW 3/4" PAINTED PLYWOOD SHELVING TYP. /, 5 \ O \ \ 2' -0" PLASTIC LAMINATE OVER 3/4" PLYWD AT COUNTER - TYP. 0 3 A7.3) / to i K' to i 1' -6" 4 / (0 1 /, --- O F N N N v ,/ / 2'_0," b N / ❑ GREG ENDOM 4 2' -0" STEVE HIGGINS ❑ - PROVIDE 3 /4"THK PLYWOOD BLOCKING AS SHOWN HATCHED. VERIFY WITH ELECTRICAL CONTR. 3/4" PAINTED PLYWOOD SHELVING TYP. 3/4" PAINTED PLYWOOD SHELVING TYP. PLASTIC LAMINATE OVER 3/4" PLYWD AT COUNTER - TYP. RECEIVING OFFICE 4" COVED BASE TYP. CIO 1' -6" K' to i 4 \ (0 1 /, --- O F N [ O 10 v ,/ / 2'_0," / ❑ 4" COVED BASE TYP. 1/4" = 1' -0" 1/4" = 1' -0" (N) WALL BEHIND SEE 10/A7.3 FOR ANCHORING DETAILS ELEC. WATER HEATER, SEE PLUMBING DWGS 30 "HX24 "WX16 "D P -LAM 2- SHELVES CLEANING SUPPLY CABINET CONT. SEALANT OVER BACKER ROD 10" HIGH MOP SINK 6" HIGH QUARRY TILE BASE W/3/8" MIN. RADIUS COVE 0 BASE OF MOP SINK PROVIDE (N) HANDICAP ACCE GENDER SIGNS, RAISED BRAI MEN'S & WOMEN'S RESTROO 'E' ON T2 FOR SIGNAGE REG • FIFO (N) HAWS' HI -LOW DRINKING FOUNTAIN MODEL # 1119.14 SEE 3/T3 FOR ACCE REQUIREMENTS 11 WAWA 14 CORRIDOR SIBILITY REVIEWED FOR CODE COMPLIANCE APPROVED JUL 03 2012 City of Tukwila BUILDING DIVISION Z I — — -- — SSIBLE SYMBOL & LE LETTERS BOTH lS, SEE DOOR TYPE UIREMENTS 0 MIN. R -38 BATT INSULATION RE VERIFY (E), PROVIDE EXPOSED VINYL /PLASTIC BACKING FIRE RE 1 03 SALES AREA /1 SALES - w.v UIRED, ILVER TARDANT, TYP r I i PROVIDE S.S. COLUMN COVER WHEN COLUMN IS IN AISLE, TYP. i NORTH 1 (E) GLU -LAM BEAMS, TYP. a 0 4" COVED RBR LAMINATED PARTITION-Si FOR CASHIER'S BOOTHI 7 1/8" = 1 EXTENT OF BEVERAGES & MORE! TENANT SPACE N X m (E) GLU -LAM BEAMS, TYP. I 04 CASHIER'S BOOTH (N) CASH COUNTER SEE 1/A7.4 -- F= = = = =_ 02 CHECKOUT 01 ENTRY i1.1. 1I J L L - (E) STOREFRONT L 1 1 NEW PAINT PER 0 INTERIOR FINISHES ID6,1 / 03 SAL S AREA 12' -0" R--;.1 (E) STOREFRONT / 1 LEL -if 4" COVED RBR i�� ��- (LAMINATED PARTITIONS FOR CASHIER'S BOOTH (-0"--FIT) 5" x 5" SYMBO_ 1 F ti ACCESSIBILITY d - AIN ENTRY DOORS, MOUNT 60" A.F.F. N) AUTO. SLIDING DO SALES - FAST 6.� (N) STOREFRONT W/ --Il-- TEMP. GLASS TO MATCH (E) (N) TACTILE (RAISED BRAILLE LETTERS) SIGNAGE STATING "EXIT" SEE DOOR SIGNAGE NOTES ON T4 1 EXTENT OF BEVERAGES & MORE TENANT SPACE 1/8" = 1' -0" 0 0 AIM U w O 0 w m L 1 03 SALES AREA f\ 1- 1 PROVIDE S.S. COLUMN COVER WHEN COLUMN IS IN AISLE, TYP. a (E) GLU -LAM BEAMS, TYP. 0 11 WALK IN COOLER 12'x30' 4 12 STOCK ROOM Li WATER HEATER PLATFORM DECK NOTE PRIOR TO INSTALLATION, PROVIDE WATERPROOFING AROUND MOP SINK AREA 6 "X6" VERIFY BASE W/3/8" MIN. QUARRY TILE FLR. FULL HEIGHT FRP FINISH OVER W.R. GYP.BD. 4" COVED BASE TYP. 6 "H QUARRY TILE MOP SINK WIDTH RADIUS COVE 8 JANITORS AREA A6.1 ELEVATION 1/4" = 1' -0" *SIGNS - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *SIGNS *CLOCK - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *CLOCK (E) EXT. WALL SALES - SOUTH " COVED RBR STENCILED QUOTATIONS, COORDINATE HEIGHT, LAYOUT, AND FORMAT WITH TENANTS RFPRFSENTATI-VE, TYP. J W 0 O 0 CC W 0 00 — (E) EXIT DOOR TO BE CLOSED & WELDED 1 EXTENT OF BEVERAGES & MORE! TENANT SPACE VERIFY (E), PROVIDE EXPOSED SILVER VINYL /PLASTIC BACKING FIRE RETARDANT, TYP 4 A7.1 L_ (E K' (' 4 \ (' /, NEW PAINT PER 0 INTERIOR FINISHES ID6,1 / 03 SAL S AREA 12' -0" R--;.1 (E) STOREFRONT / 1 LEL -if 4" COVED RBR i�� ��- (LAMINATED PARTITIONS FOR CASHIER'S BOOTH (-0"--FIT) 5" x 5" SYMBO_ 1 F ti ACCESSIBILITY d - AIN ENTRY DOORS, MOUNT 60" A.F.F. N) AUTO. SLIDING DO SALES - FAST 6.� (N) STOREFRONT W/ --Il-- TEMP. GLASS TO MATCH (E) (N) TACTILE (RAISED BRAILLE LETTERS) SIGNAGE STATING "EXIT" SEE DOOR SIGNAGE NOTES ON T4 1 EXTENT OF BEVERAGES & MORE TENANT SPACE 1/8" = 1' -0" 0 0 AIM U w O 0 w m L 1 03 SALES AREA f\ 1- 1 PROVIDE S.S. COLUMN COVER WHEN COLUMN IS IN AISLE, TYP. a (E) GLU -LAM BEAMS, TYP. 0 11 WALK IN COOLER 12'x30' 4 12 STOCK ROOM Li WATER HEATER PLATFORM DECK NOTE PRIOR TO INSTALLATION, PROVIDE WATERPROOFING AROUND MOP SINK AREA 6 "X6" VERIFY BASE W/3/8" MIN. QUARRY TILE FLR. FULL HEIGHT FRP FINISH OVER W.R. GYP.BD. 4" COVED BASE TYP. 6 "H QUARRY TILE MOP SINK WIDTH RADIUS COVE 8 JANITORS AREA A6.1 ELEVATION 1/4" = 1' -0" *SIGNS - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *SIGNS *CLOCK - N.I.C. PROVIDE BACKING & COORDINATE MOUNTING HEIGHTS & LOCATIONS W/ BEVERAGES & MORE REP. *CLOCK (E) EXT. WALL SALES - SOUTH " COVED RBR STENCILED QUOTATIONS, COORDINATE HEIGHT, LAYOUT, AND FORMAT WITH TENANTS RFPRFSENTATI-VE, TYP. J W 0 O 0 CC W 0 00 — (E) EXIT DOOR TO BE CLOSED & WELDED 1 EXTENT OF BEVERAGES & MORE! TENANT SPACE VERIFY (E), PROVIDE EXPOSED SILVER VINYL /PLASTIC BACKING FIRE RETARDANT, TYP 4 A7.1 L_ (E K' (' 4 4 (' PERMIT SET 4 4 (' c� 0 0 0 0 0 . -H NEW PAINT PER INTERIOR FINISHES ID6.1 TASTING I ---(E) COLUMN TO REMAIN, TYP. 0 0 CD 0 1 03 1 SALES AREA a LIGHT FIXTURES d a0 5 A7.1 OPEN TO CORRIDOR 14 1/8” = 1' -0" (N) WALK -IN COOLER (4\\ SALES - WEST 6.y r LI L L — (N) 42" HIGH ALUM. RAILING W/ TEMP. GLASS PANEL INFILLS, MFR: FEENEY ARCHITECTURAL PRODUCTS, PHONE (510) 893 www.designrail.com -RECEIVED 1 MAY 112012 PERMIT CENTER 9 „� p u- i&q 1/8" = 1 -0" ISM III 3 � � a. c L a) 0 ti mc a) Z R 2 CIS irs03 42) m :ill Ili m °A) N 2 NO. REVISIONS B1 MAY 07, 2012 PERMIT SET CARL LAUGHLIN ❑ GREG ENDOM ❑ STEVE HIGGINS ❑ if REGISTERED ARCHITECT INTERIOR ELEVATIONS JOB NO. 12 4360 20 DATE MAY 02, 2012 DRAWN TS CHECKED of #10 X 2" S.M.S. 012" O.C. WHERE (E) JOISTS ARE PERPENDICULAR TO WALL, ATTACH SCREWS TO JOISTS BELOW (E) 2 -2X12 WD. JOISTS 016" 0.C. ILL Irrl T SEE R.C.P, GYP.BD. CLG. Y 'DIETRICH INDUSTRIES' 6" 20 GA. METAL JOISTS 0 16" 0.C. ICC# ER -4784P 5/8" GYP.BD. OVER MINIMUM (1) # 12 SCREW AT EACH JOIST TO WALL TRACK 5/8" GYP. BD. ON EACH SIDE, (W.R. WHERE NOTED, SEE FIN. SCHEDULE) SECURED TO STUDS WITH #3 1" TYPE S -12 BUGLE HEAD SCREWS AT 16" 0.C. FOR WALLS, 12" 0.C. FOR CEILINGS 'DIETRICH INDUSTRIES' 3 5/8" 20 GA. METAL STUDS @ 16" O.C. ICC# ER -4784P #10 X 2" S.M.S. 012" 0.C. WHERE (E) JOISTS ARE PERPENDICULAR TO WALL, ATTACH SCREWS TO JOISTS BELOW BASE AS SCHEDULED (E) 5/8" PARTICLE BD. OVER (E) 5/8" PLYWD. SHEATHING PROVIDE (N) R -30 BATT INSULATION BET. (E) FLOOR JOISTS /s1 HARD LID CEILING DETAIL SEE DTL. 1 & 2/A7.1 FOR CONNECTION TO ROOF CONT LEDGER TRACK SECURED TO (N) WALL W/ #8 x 1 1/4" SHEET METAL SCREWS 0 16" 0.C. +8' -0" AFF ( +10' -0" AFF @RECEIVING OFFICE & LOCK -UP) (;p GYP BD CLG GYP. BD. CEILING WHERE OCCURS 'DIETRICH INDUSTRIES' 20 GA. 6" MTL JOISTS AT 12" O.C., ICC# ER -4784P 5/8" GYP. BD. ON EACH SIDE SECURED TO STUDS 16" 0.C. FOR WALLS, 12" 0.C. FOR CEILINGS WITH #3 1" TYPE S -12 BUGLE HEAD SCREWS AT 16" 0.C. FOR WALLS, 12" O.C. FOR CEILINGS #10 X 2" S.M.S. ©12" 0.C. WHERE (E) JOISTS ARE PERPENDICULAR TO WALL, ATTACH SCREWS TO JOISTS BELOW (E) 2 -2X12 WD. JOISTS ©16" 0.C. ii• !II MONCECOMMMOMOMINOPEMNOVEMME 11===r =:fl '�' -3:1== ' irIPT SECURE TOP TRACK WITH SIMPSON POWDER ACTUATED PINS AT 32" O.C. PER ICBO ER -4546, TYPICAL (E) ROOFING (E) ROOF JOIST 2 x 6 BETWEEN (E) SUB PURLINS WITH SIMPSOM HU HANGERS MIN. R -38 BATT INSULATION REQ'D W/ SILVER VINYL /PLASTIC BACKING VERIFY IN FIELD ryyy (E) 4X14 GLU -LAM BEAM @10' -0" 0.C. SECURE TOP & BOTTOM TRACKS TO EACH STUD W/ STANDARD NO. 6 x 7/16" PAN HEAD SHEET METAL SCREW OR COMBINE GYP. BD. ATTACHMENT (1" MIN. LENGTH SCREW REQ'D. SECURE 6" 18 GA. SLIP TRACK TO UNDERSIDE OF (N)WD. BLOCKING WITH 3 - #10 x1/2" S.M.SCREWS 'DIETRICH INDUSTRIES" 18 GA. 3 -5/8" DIAGONAL METAL BRACING CONNECTED TO (E)ROOF JOISTS OR (N) 2X WD. BLOCKINGS ABOVE ® 48" 0.C. ICC #4784P, MAX. LENGTH TO BE 8' -0" (4) #6 METAL SCREWS (E) 5/8" PARTICLE BD. OVER (E) 5/8" PLYWD. SHEATHING PROVIDE (N) R -30 BATT INSULATION BET. (E) FLOOR JOISTS �3\ HARD LID CEILING DETAIL 1/2" = 1'-O" \ 7.� @FULL HEIGHT WALL REVIEWED MLIANCE CODE APPROVED JUL 03 2012 #10 X 2" S.M.S. ©12" 0.C. (N)20GAX 1Y2 "X 1Y2" X4" LONG CLIP © 4' -0" 0.0. W/ 3 - #10 SCREW TO TOP TRACK, TYP. (N)18GA TOP TRACK, TYP. (N)35/8" METAL STUD PER ARCH. PLAN W/ 2 - #10 SCREW TO TOP TRACK, TYP. (E)2X6 WD. STUD WALL City of Tukwila BUILDING DIVISION (Th FURRING WALL DETAIL 1 1/2" = 1 ' -o" (4) #6 METAL SCREWS "DIETRICH INDUSTRIES ", 18 GA -HDS (OR APPROVED EQUAL) 3 5/8" METAL STUDS AT 16" O.C., ICC# ER -4784P A MFR. 1 1 /2" = 1' -0" SEE DETAIL 1 & 2/A7.1 FOR CONNECTION TO ROOF 5/8" GYP. BD. SECURED TO STUDS WITH #3 -1" TYPE S -12 BUGLE HEAD SCREWS AT 16" O.C. FOR WALLS, 12" O.C. FOR CEILINGS PROVIDE 14" HIGH METAL CLOSURE PLATE BY G.C. ±8' -0" A.F.F. VERIFY / / /a\ CURTAI\ WALL CWALK —I\ A7.1 1" = 1' -0 FOR TOP CONNECTION TO UNDERSIDE. OF (E) ROOF STRUCTURE, SEE 1&2/A7.1 'DIETRICH INDUSTRIES' 18 GA. 3 -5/8" DIAGONAL MTL BRACING @ 48" 0.C. ICC# ER -4784P "DIETRICH INDUSTRIES ", 18 GA -HDS (OR APPROVED EQUAL) 3 5/8" METAL STUDS AT 16" 0.C., ICC# ER -4784P (4) #10 METAL SCREWS 5/8" GYP. BD. SECURED TO STUDS WITH #3 1" TYPE S -12 BUGLE HEAD SCREWS AT 16" 0.C. FOR WALLS, 12" 0.C. FOR CEILINGS #10 SCREWS, TYP. #10 SCREWS, TYP. 3 5/8" METAL TOP & BTM. TRACKS L #10 SCREWS, TYP. Alb +7-0" AFF GYP BD CURTAIN WALL 5 OPE \I \G HEADER A7.1 @ CORRIDOR l \/ 5/8" GAP TYP 4, A "DIETRICH INDUSTRIES ", 18 GA -HDS (OR APPROVED EQUAL) 3 -5/8" METAL STUDS AT 16" 0.C., ICC# ER -4784P 5/8" GYP. BD. ON EACH SIDE SECURED TO STUDS WITH #3 x 1" TYPE S -12 BUGLE HEAD SCREWS AT 16" O.C. FOR WALLS, 12" 0.C. FOR CEILINGS #10 X 2" S.M.S. 012" 0.C. WHERE (E) JOISTS ARE PERPENDICULAR TO WALL, ATTACH SCREWS TO JOISTS BELOW NON- STRUCTURAL INTERIOR WALL MAX. SPAN MFR: DIE IRICH INDUSTRIES ICC# ER -4748P GA DEPTH FLANGE WIDTH SPACING (INCHES) MAX. SPAN 20 3 -5/8" 1 -1/4" 16" O.C. 12' -4" 18 3 -5/8" 1-1/4" 16" O.C. 13' -5" 20 6" 1 -1/4" 16" O.C. 18' -11" 18 6" 1 -1/4" 16" O.C. 20' -8" (E) 2 -2X12 WD. JOISTS @16" 0.C. (N) 2 X WD. BLOCKING AS REQUIRED, TYPICAL, II! "VW � m�4l� o-• FOR 3 -5/8" (E) 5/8" PARTICLE BD. OVER (E) 5/8" PLYWD. SHEATHING FULL HEIGHT WALL w U- CD 0 CC w Li. 0 w 0 V) w w 0 0 LJ 0 -J w PROVIDE (N) R -30 BATT INSULATION BET. (E) FLOOR JOISTS PARALLEL TO JOISTS SECURE TOP TRACK WITH SIMPSON POWDER ACTUATED PINS AT 32" 0.C. PER ICBO ER -4546, TYPICAL (E) ROOFING 1 1/2" = 1' -0" (N) 2 x 6 BLOCKING MIN. R -38 BATT INSULATION REQ'D W/ SILVER VINYL /PLASTIC BACKING VERIFY IN FIELD rillaWal".11111 5/8" I GAP TYP ilit 4\t4 (E) 4X14 GLU -LAM BEAM 010' -0" 0.C. SECURE TOP & BOTTOM TRACKS TO EACH STUD W/ STANDARD NO. 6 x 7/16" PAN HEAD SHEET METAL SCREW OR COMBINE GYP. BD. ATTACHMENT (1" MIN. LENGTH SCREW REQ'D. SECURE 6" 18 GA. SLIP TRACK TO UNDERSIDE OF (N)WD. BLOCKING WITH 3 - #10 x1/2" S.M.SCREWS 'DIETRICH INDUSTRIES" 18 GA. 3 -5/8" DIAGONAL METAL BRACING CONNECTED TO (E)ROOF JOISTS OR (N) 2X WD. BLOCKINGS ABOVE @ 48" O.C. ICC #4784P, MAX. LENGTH TO BE 8' -0" (4) #6 METAL SCREWS "DIETRICH INDUSTRIES ", 18 GA -HDS (OR APPROVED EQUAL) 3 -5/8" METAL STUDS AT 16" 0.C., ICC# ER -4784P 5/8" GYP. BD. ON EACH SIDE SECURED TO STUDS WITH #3 x 1" TYPE S -12 BUGLE HEAD SCREWS AT 16" 0.C. FOR WALLS, 12" 0.C. FOR CEILINGS #10 X 2" S.M.S. ©12" O.C. WHERE (E) JOISTS ARE PERPENDICULAR TO WALL, ATTACH SCREWS TO JOISTS BELOW NON- STRUCTURAL INTERIOR WALL MAX. SPAN MFR: DIETRICH INDUSTRIES ICC# ER -4748P GA DEPTH FLANGE WIDTH SPACING (INCHES) MAX. SPAN 20 3 -5/8" 1-1/4" 16" O.C. 12' -4" 18 3 -5/8" 1-1/4" 16" O.C. 13' -5" 20 6" 1 -1/4" 16" O.C. 18' -11" 18 6" 1-1/4" 16" O.C. 20' -8" (E) 2 -2X12 WD. JOISTS ©16" 0.C. 1 (E) 2 X WD. JOISTS 3' -5" MAX. FOR 3 -5/8" 18GA MTL. (E) 5/8" PARTICLE BD. OVER (E) 5/8" PLYWD. SHEATHING 2 FULL HEIGHT WALL U w 0 Li 0 w Li 0 w 0 w 0 0 0 w RECEIVED MAY 112012 PERMIT CENTER, PROVIDE (N) R -30 BATT INSULATION BET. (E) FLOOR JOISTS 1 1/2" = 1' -0" A7.1 PERPENDICULAR TO JOISTS 1 1/2" = 1' -0" t 6) IA NO. REVISIONS BY MAY 07, 2012 DETAILS JOB NO. PERMIT SET DATE MAY 03, 2012 DRAWN DN CHECKED CARL LAUGHLIN ❑ GREG ENDOM ❑ STEVE HIGGINS ❑ r 1 2r 1 REGISTERED ARCHITECT •� toy iDA WA HINGTON DETAILS JOB NO. 12 4360 20 DATE MAY 03, 2012 DRAWN DN CHECKED DI OF SHEET A7.1 SHEETS 1 Pk 5/8" GYP BD ON BOTH SIDES TASTING AREA CONT. SEALANT 6" SLIMFOOT TILE BASE 5/8" CONC. BACKER BD. UP TO 6" A.F.F. METAL CHANNEL SHEET METAL SCREWS © 6" 0.0 TYP. MIN. 3/8" RADIUS COVE FLOOR TILE PER FINISH SCHEDULE 1 :!' 0 ' CELAI .2 @TASTING AREA 1 „1/4” MAX. TILE BASE DURA —GLIDE — 117 V. A.C. 15AMP SERVICE FOR 1 -2 OPERATORS. 20AMP SERVICE FOR 3 -4 OPERATORS. ELEC. SERVICE TO HEADER BY ELEC. CONTRACTOR VERIFY ADDITION OF TRANSOM WINDOW OR WALLTYPE ABOVE; NEW DOOR UNIT TO MATCH EXISTING BUILDING STANDARDS ACCESS COVER 6" 1/4" SHIM SPACE IRECTIONAL MOTION SENSOR 3" = 1, -0" STAN —GUARD INTERIOR EXTERIOR FRAME WIDTH 4 1/2" SEE APPENDIX FOR THRESHOLD OPTIONS AUTO. SLIDING DOOR HEADER WALL MOUNTED COILING DOOR ATTACH TO WALL FRAMING PER MANUFACTURERS VERIFY OPERATOR TYPE WITH OWNER INTERIOR ti \ 3" = 1' -0" EXTERIOR PATCH & REPAIR (E) FINISH AS REQUIRED (N) WD. HEADER, S.S.D. CAULKING DRIP CAP SEALED CONC. RESILIENT FLOORING 2 "SCHLUTER" RENO —U, REF TO SPEC FOR FINISH QUARRY TILE (SMOOTH FINISH) AT JANITOR AREA, (E) FLOOR SLAB (7N\ FLOOR TRA \SITIO\ DETAIL 7. QUARRY TILE TO RESILIENT FLOORING FULL SIZE 2 1L RESILIENT FLOORING- "SCHLUTER" RENO —U, REF TO SPEC FOR FINISH PORCELAIN TILE, THIN SET ■ ..■niu ='era a: SUBSTRATE FLOOR TRAN SITIO\ DETAIL (E) 2 -2X12 WD. JOISTS ©16" O.C. GYP. BD. WALL RESILIENT BASE #14 X 2" S.M.S. ©4" O.C. OVER (E) 1 1/8" PLYWD. OVER 2X JOISTS ANGLE 3" x 3" x 1/4" MOUNTED TO FLOOR mourTr tea\ WALL ANGLE Il\ (N) SHEET VINYL OVER (E) 5/8" PARTICLE BD. OVER (E) 5/8" PLYWD. SHEATHING PROVIDE (N) R -30 BATT INSULATION BET. (E) FLOOR JOISTS STOCK ROOM 7.2 PORCELAIN TILE TO RESILIENT FLOORING FULL SIZE A7.� VERIFY LOCATION W/ OWNER 4" WALK —IN COOLER WALL PANEL, GALVANIZED STEEL ON BOTH SIDES 16 GA BENT PLATE CONT.W/ #6X1 —Y2" LONG SELF — DRILLING SCREWS AT 12" 0.C. SALES (N) V.C.T. OVER (E) 5/8" PARTICLE BD. OVER (E) 5/8" PLYWD. SHEATHING WALK -IN COOLER CONT. CLR. SILICONE BASED SEALANT GALVANIZED STEEL COVED BASE GALV. STL. FASTENER 3/8 "R COVE MIN. GALV. STL. FASTENER CONT. CLR. SILICONE BASED SEALANT (N)1/4" DIAMOND PLATE OVER 4" INSULATION OVER 1/2" PLYWD. MEW T le iIw �i∎�A 'A�1I I' 1,// � ..SIw i �►.4g t�Ii►I —w7i 1 ippolpw ■ 16 GA. MTL. FRAME OVERHEAD COILING ROLL —UP DOOR VERIFY SLAT TYPE & FINISH WITH OWNER /13\ ROLL -UP DOOR ti HEADER = 1'— PROVIDE (N) R -30 BATT INSULATION BET. (E) FLOOR JOISTS #12 X 2" S.M.S. © 8" O.C. OVER (E) 1 1/8" PLYWD. OVER 2X JOISTS (E) 2 -2X12 WD. JOISTS ©16" 0.C. �9 WALK -I\ CONNECTION DETAIL 7.2 ©FLOOR 3" = 1' -0" INTERIOR PATCH Sc REPAIR (E) GYP. BD. AS REQUIRED CAULKING (N) DOUBLE 6" 18 GA STUDS AT HEADER IN (E) WALL PATCH & REPAIR (E) FINISH AS REQUIRED • rs•••� W•44 oA EXTERIOR CAULKING RIP CAP HOLLOW METAL DOOR FRAME DOOR, SEE DOOR SCHEDULE i o EXTERIOR DOOR HEADER 7.2 3 " =1, -0„ 5/8" GYP. BD. TYP. 3 -5/8" 18 GA. METAL STUD © 16" 0.0. HOLLOW METAL DOOR FRAME, TYP. DOOR, SEE DOOR SCHEDULE INTERIOR DOOR HEADER 3" = 1' -0" GRAB BAR: 1-1/2"0 MAX., LEAVE 1 -1/2" MIN. CLEAR BETWEEN GRAB BAR AND FINISHED WALL GRAB BAR MUST WITHSTAND 250 POINT LOAD 0) N TO #10 SCREWS @ 8" O.C. TYP. BLOCKING AS REQUIRED — TYP. 5/8" W.R. GYP. BD. — SEE FINISH SCHEDULE (1N\\ GRAB BAR REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION 2/ JAMB, SIMILAR CENTER LINE AND CHANGE OF FLOOR FINISH VINYL TILE FLOORING Q N d- Q 3" = 1' -0" DOOR JAM IN BACK GROUND DOOR WHERE — OCCURS "SCHLUTER" RENO —U, QUARRY TILE AND GROUT FINISH FLOOR IIMMINONEMEMIll /%Ni� lir it I�i�� AMA "fa 1 1/8" PLYWOOD SUB —FLOOR 6 V.C.T. TO TILE TRA \SITIO\ 7.2 AT RESTROOM & BREAKROOM 3" = 1' -0" X12X3/8 PORCELAIN TILE; THICKSET TILE FLOOR 3" = 1' -0" "SCHLUTER" RENO —T, FINISH:SATIN NICKEL ANODIZED ALUM. 6X6X1/2 QUARRY TILE, THIN SET, SLOPE TO DRAIN W.P. MEMBRANE Oiiiii■L■ 11.1 l • ■a■ ' aioni1:20 ■ii n' ■iiiii�. kW ATMS (E) 5/8" PARTICLE BD. OVER (E) 5/8" PLYWD. SHEATHING FLOOR TRAX SITIO� 7.2. CERAMIC TILE TO QUARRY TILE FULL SIZE (E) 2 -2X12 WD. JOISTS 016" O.C. 5/8" W.R. GYP. BD. FULL WALL HEIGHT 3/32" FRP PANEL, SEE SPECS. COVED QUARRY TILE BASE, SEE SPECS. 3/8" R COVE MIN 6 "X6" QUARRY TILE SEE SPECS. #10 X 2" S.M.S. ©12" O.C. WHERE (E) JOISTS ARE PERPENDICULAR TO WALL, ATTACH SCREWS TO JOISTS BELOW (E) 5/8" PARTICLE BD. OVER (E) 5/8" PLYWD. SHEATHING 1 N�11 tt Ir PROVIDE (N) R -30 BATT INSULATION BET. (E) FLOOR JOISTS QUARRY TILE BASE RECEIVED MAY 112012 pRAIT CENTER 7.2 AT RESTROOM & BREAKROOM 3" = 1' -0" D tl- ((91.1 co 7i; Q 3 aro as O ta) = C CD CP .2 M lbw . S � p CD EC N d NI 3 it! NW m (I)r11"I NO. REVISIONS B1 FEB. 17, 2012 PERMIT SET HT CARL GREG `TEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ 1 REGISTERED ARCHITECT DETAILS JOB NO. 12 4360 20 DATE MAY 03, 2012 DRAWN DN `CHECKED DI SHEET A7.2 OF SHEETS P3010, TYP. P1062, TYP, STRAP, TYP, Y2" o HCSS W/ FLAT WASHER CC: MINIM 3% "X18GA STUD SUPPORTED BY CRIPPLED WALL AT EA. END. © 14" O.C. MAX. 2 - #10 SCREWS © EA. STUD 35 /a "X 18GA STUD © 16" 0.C. CO ELEVATION 9' -6" MAX. 3/4" PLYWD. W/ #10 SCREW © 6" 0.C. AT EA. JOIST P1000 X 36" LONG MIN. W/ 2-#10 SCREWS © EA. STU D PLAN VIEW WATE HEATER 4X SHAPED BLKG. W/ Y2"0 M.B. & P3010, TYP, WATER HEATER (C.G.WT. = 100 LBS) 1Y2 "X 16GA STRAP (TOTAL 2) ■7.y ANCHOR DETAIL 1 " = 1' -0" (E) 2x6 ROOF JOIST- © 24" 0.C. (VERIFY) (E) ROOF STRUCTURE (VERIFY) JUNCTION -BOX r 3 "x 2 1/2" ANGLE BRACKET WITH 1 /4" BOLT THRU BOLTED AT (E) 2x6 ROOF JOIST WHERE OCCURS 3/8" 0 ALL THREAD ROD DUCT, FOR SUPPORT REFER TO MECH. DRAWINGS. UNISTRUT, OR STL. CHANNEL SUPPORT DUCT SIZE REFER TO MECH. DRWGS DUCT SIZE SECURE MOUNTING BACK PLATE TO CEILING WITH 2- SCREWS; SUITABLE HARDWARE TO PREVENT SAG OR UNIT FROM FALLING. 7 R UNISTRUT METAL SYSTEM ATTACHED TO BOTTOM CHORD OF JOIST WITH BOLT, LOCK NUT AND WASHER. 0 0 0 w 0 w L (N) EMERGENCY LIGHTING, SEE ELECTRICAL DRAWINGS GCY LIGH IS 7.� MOUNTING DETAIL AT HVAC DUCT FIXT. 1" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION (E) 2x6 ROOF JOIST © 24" 0.C. (VERIFY) UNISTRUT METAL SYSTEM ATTACHED TO BOTTOM CHORD OF JOIST WITH BOLT, LOCK NUT AND WASHER. (E) ROOF STRUCTURE (VERIFY) ESL; 3 "x 2 1/2" ANGLE BRACKET WITH 1/4" BOLT THRU BOLTED AT (E) 2x6 ROOF JOIST WHERE OCCURS BEVELED WASHERS AND LOCK NUTS BOTH SIDES. BOTTOM OF TRACK LIGHT 4,COORDINATE MOUNTING HT. IN FIELD WITH BEVERAGES & MORE REP. JUNCTION BOX 0 look 0 1- 0 w 3/8 "0 ALUM. THREADED ROD, FINISH, EXTEND & FASTEN TO ROOF STRUCTURE ABOVE MC CABLE. SUPPORT TO ALL THREAD ROD. TRACK SECTION SL SP. TRAC LIG TYP. MOUNTING DETAIL UNISTRUT METAL SYSTEM ATTACHED TO BOTTOM CHORD OF JOIST WITH BOLT, LOCK NUT AND WASHER. (E) 2x6 ROOF JOIST @ 24" 0.C. (VERIFY) (E) ROOF STRUCTURE T I'IXT. 3 "x 2 1/2" ANGLE BRACKET WITH 1/4" BOLT THRU BOLTED AT (E) 2x6 ROOF JOIST WHERE OCCURS BEVELED WASHERS AND LOCK NUTS BOTH SIDES. BOTTOM OF LIGHT FIXTURE COORDINATE MOUNTING HT. IN FIELD WITH BEVERAGES & MORE REP. SUS r ARM. . JUNCTION -BOX . FLTJO N.T.S. 3/8 "0 ALUM. THREADED ROD, FINISH, EXTEND & FASTEN TO ROOF STRUCTURE ABOVE MC CABLE. SUPPORT TO ALL THREAD ROD. ATTACH LIGHT FIXTURE TO SLIDE BRACKET © 4' 0.0. VARIES (SEE PLAN) TYPICAL WITH SIDE WALL (4) RECESS CLAMP CONNECTORS AS REQ'D. TYP. • • • • • • • • /2 A7.3 TYP. 2x4 CONTINUOUS CLEAT NAILING AS REQUIRED WALL TYPE PER SCHEDULE, TYPICAL COUTIR SAP \&"7• AT RECEIVING OFFICE 24" RESCFST LIGHT TYP. MOUNTING DETAIL JUNCTION -BOX (E) 2x6 ROOF JOIST- © 24" 0.C. (VERIFY) (E) R00 UNISTRUT METAL SYSTEM ATTACHED TO BOTTOM CHORD OF JOIST WITH BOLT, LOCK NUT AND WASHER. TRUCTURE 3 "x 2 1 /2" ANGLE BRACKET WITH 1 /4" BOLT THRU BOLTED AT (E) 2x6 ROOF JOIST WHERE OCCURS BEVELED WASHERS AND LOCK NUTS BOTH SIDES. !61 f 9LI LI 3/8 "0 ALUM. THREADED ROD, FINISH, EXTEND & FASTEN TO ROOF STRUCTURE ABOVE MC CABLE. SUPPORT TO ALL THREAD ROD. BOTTOM OF LIGHT FIXTURE 4COORDINATE MOUNTING HT. IN FIELD WITH BEVERAGES & MORE REP. HT FIXTURE N.T.S. ��•� TYP. MOUNTING DETAIL N.T.S. ORT le LAN WALL 3 5/8" 20 GA. METAL STUDS © 16" 0.C. TYPE "X" GYP. BD. EACH SIDE SEALANT, TYP. PLASTIC LAM. OVER 3/4" PLYWOOD N.T.S. ' -10" A.F.F. 2x4 CONTINUOUS CLEAT NAILING AS REQUIRED 2 x BLKG AS REQUIRED +2' -5" A.F.F. MIN. CLEAR 2 COUNTER SUPPORT DETAIL AT RECEIVING OFFICE 3 -5/8" 20 GA. METAL STUD © 16" 0.0. TYP. SEALANT, TYP. METAL FRAMES ON ALL SIDES 1/2" TEMP. GLASS 1/2" CONT SPACER, TYP. 5/8" GYP. BD. TYP. 3" = 1' -0" WINDOW HEAD DETAIL RECEIVED MAY 112012 PERMIT CENTER AT RECEIVING OFFICE (JAMB SIM.) 3" = 1' -0" a) 4::, 3 V sit co h. � O (1) all (1) • an 2 am. a o d CD 1. (I) m ula' wC•12 Ca 6r� NO REVISIONS BY FEB. 17, 2012 PERMIT SET HT CARL GREG `TEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ REGISTERED ARCHITECT DETAILS JOB NO. 12 4360 20 DATE MAY 03, 2012 DRAWN DN `CHECKED DI AT ACCESSIBLE CHECKSTAND, SIGN TO READ "THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR CUSTOMERS WITH DISABILITIES" 8 -0" 2' -0" 4' -0" 2' -0" PAINTED METAL POLE BLACK RUBBER BUMPERS — TYP. SPECKLED GRAY P —LAM. TYP. z 0 8' -0" 1' -8" 4' -9" 1' -6" 1' MTL. PLASTIC BAG HOLDER WHITE P —LAM S r � t INSIDE SHELVE RED r G FORMICA 1816 FOGDUST ❑ BLACK Nt N FORMICA 909 BLACK o 1' -8 1/4" I ,, 1' -8 1/4' N 1 2 1/2 2 1 iiiiiiii 2 1/2" / / i S% ,. oIL., .,%)./ J. SPECKLED GRAY P —LAM. TYP. T 1' -4" SL s\ CASH COUNTER TYPE A �.J ELEVATION 3/4" = t' -0" 6 CASH COUNTER TYPE A %3� CASIH 7• ; ELEVATION 3/4" = 1' -0" IDING SHELF i 1' -5 1/4" 1.-7" 1' -5" 5" i / DRAWER W/ MTL. PULL, TYP. 0 N 0 N COLS RR TYPE A CHECK STAND RADIUS CASE, SEE 1 &2/A7.5 1 -1/2 "D GROMMET IN MAIN CTNR. ACCESSIBLE CHECKSTAND SIGNON MTL. POLE 1-3/4"0 GROMMET IN MAIN CTNR. 1 1/2" 1' -8" 1 1/2" 1' -8„ 4' -0" 1-3/4"0 GROMMET IN MAIN CTNR. 0 CUTOUT FOR SCANNER 0 2"0 GROMMET IN MAIN CTNR. CABINET DOOR i� W/ 7 1/2 "X13 1/2" MTL. LOUVERED PANEL \&7.z ELEVATION, OPPOSITE SIDE SIM. 3/4" = 1' -0" 8' -0" UNDER 2.'0 GROMMET IN MAIN CTNR. RAISED 2' -0" __ .. ,,,. 4' -0" 2. -0" SPECKLED GRAY P —LAM. • TYP. RED P —LAM., TYP. DRAWER W/ MTL. ,, PULL, TYP. Ln PRODUCT # r r r RED r G FORMICA 1816 FOGDUST ❑ BLACK ❑ FORMICA 909 BLACK o 1' -8 1/4" I ,, 1' -8 1/4' 1 2 1/2 2 1/2" d 2 1/2" ,. oIL., .,%)./ J. 7 WHITE P —LAM. INSIDE SHELVES, TYP. (4.--) \ CASH COUNTER TYPE A 7.4 ELEVATION 3/4" = i' -o" ALIGN ALL VERTICAL SURFACES TO BE IN SAME PLANE — TYP. 8' -0" RED LAMINATE TOP AND BOTTOM WITH RUBBER EDGE ALL SIDES TYP. BLACK RUBBER BUMPERS — TYP. RAISED CHECK WRITING CNTR. SPECKLED GRAY P —LAM. TYP. 0 N 2 -1/2 "0 GROMMET IN MAIN CTNR. 3/4" 0 RAISED CHECK WRITING COUNTER RED PLASTIC LAM. CTNRTOP CASH COUNTER TY la E A \47.4 PLAN VIEW PLASTIC LAMINATE SCHEDULE REVISIONS COLOR MFR PRODUCT # RED FORMICA 845 SPECTRUM RED SPECKLED GRAY FORMICA 1816 FOGDUST ❑ BLACK ❑ FORMICA 909 BLACK NOT-_-_: RFT -R TO A1.2 =OR ACT"AL OWRAUL CAS- 3IVE \SIO \S 8' -0" 3/4" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 03 2012 BUILDING Tukwila !VISION 2' -8" 2' -8" 2' -8" RAISED CHECK WRITING COUNTER W/ RED LAMINATE AND RUBBER EDGE ALL SIDES 1/2" MTL. CORNER BEAD, TYP. SPECKLED GRAY PLASTIC LAM. TYP. NN-- BLACK RUBBER BASE, BLACK RUBBER TYP. BASE, TYP. 0 0 I N RECEIVED MAY 112012 - NT.-4]R _ _ PERMIT CENTER s CAS C� L `GYP A 2 CASH COUNTER TER TYPE A 7.4 ELEVATION, OPPOSITE SIDE SIM. 3/4" = 1' -O" 7.4. ELEVATION 3/4" = 1' -0" NO. REVISIONS B\ MAY 07, 2012 PERMIT SET CARL LAUGHLIN ❑ GREG ENDOM ❑ S.1-EVE HIGGINS ❑ 1 4' CASEWORK DETAILS JOB NO. 12 4360 20 DATE MAR 23, 2012 DRAWN DN `CHECKED DI SHEET A7.4 OF SHEETS 1 3' -7 1/4" 2' -8" 8" — GROMMET IN COUNTER 2' -0" RED LAM. INSIDE N CABINET N PROVIDE GROMMETS ON BOTH SIDES OF CABINET LEVER LOCKSET NN REVISIONS COLOR 00000000000000000000000 0 00o00000o0o000 00000000000000000000000000000000000000000000000 000000 00000000000000000000000000000000000000000000000 00000o0oo000000o0000000000o00000o00000000000o0o 0000000000000000000000 00000000000000000000000000000000000000000000000 / PRODUCT # OPEN 1' -6" 2' -7" 2' -1" 7' -0" 8 1/2' / 0�47.c) CASHER'S 5 ELEVATION i 00 El RED PLASTIC LAM., TYP. RED PLASTIC LAM., TYP. oo F') L() RED PLASTIC LAM. CNTR., TYP. 4'-11 1/4" 2' — I/ 7' -0" 7 \ CASHER'S 0IT 3/4" = 1' -0" \A7.5/ ELEVATION \ OT-: R = P ^R TO A1.2 FOR ACTJAL OVPRALL CASE D ML \S 0 \S PLASTIC LAMINATE SCHEDULE REVISIONS COLOR 00000000000000000000000 0 00o00000o0o000 00000000000000000000000000000000000000000000000 000000 00000000000000000000000000000000000000000000000 00000o0oo000000o0000000000o00000o00000000000o0o 0000000000000000000000 00000000000000000000000000000000000000000000000 MFR PRODUCT # . I RED FORMICA 845 SPECTRUM RED SPECKLED GRAY FORMICA 1816 FOGDUST i BLACK FORMICA 909 BLACK 1 , -6 ,, 0 RED PLASTIC LAM. CNTR., TYP. 2' -0" DISPLAY CASE LOCK 7'-1" AWS (ARCHITECTURAL WOODWORK STANDARDS) CUSTOM GRADE STAINED WOOD FINISH, TYP. 1/2" 2 1/2" 10 1/4" \1 1/2" \— MTL. DOOR RAIL SLIDING TEMP. GLASS DOORS BLACK PLASTIC LAM. BASE r0 1 CHROME KNOB, TYP. �a\ CIGAR CASE 3/4" = 1' -o" FRONT ELEVATION 0 2' -3" RED PLASTIC LAM. SHELF & SUPPORT 4' -4 1/2" 7' -0" CASLr!'S BOOTH 6■7.5 ELEVATION O 2' -0" / RED PLASTIC LAM. CNTR., TYP. 3/4" = 1' -0" L RED PLASTIC LAM. SHELF 2' -2 1/4" L RED PLASTIC LAM. INSIDE CABINET 4' -0" 7' -0" 8 1/4" 9 CASHER'S TH / r RED PLASTIC LAM. BASE, DOORS & MTL. PULLS A7.5 ELEVATION AWS (ARCHITECTURAL WOODWORK STANDARDS) CUSTOM GRADE STAINED WOOD FINISH, TYP. 1X2 WD. SLATS - MTL. SLOTTED UPRIGHT MTL. BRACKET CHROME KNOB MTL. PEG BOARD W/ DISPLAY HOOKS J MTL. PEG BOARD TO BE WRAPPED OVER LAM. BACKBD. REVISIONS 0 / / /, % / / / / //A 00000000000000000000000 0 00o00000o0o000 00000000000000000000000000000000000000000000000 000000 00000000000000000000000000000000000000000000000 00000o0oo000000o0000000000o00000o00000000000o0o 0000000000000000000000 00000000000000000000000000000000000000000000000 ; \ N . I ♦ N LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ ' -- \ o I i 1 1 , -6 ,, „ 6 2' -8 1 /2" V - /, N d N In L RED PLASTIC LAM. SHELF 2' -2 1/4" L RED PLASTIC LAM. INSIDE CABINET 4' -0" 7' -0" 8 1/4" 9 CASHER'S TH / r RED PLASTIC LAM. BASE, DOORS & MTL. PULLS A7.5 ELEVATION AWS (ARCHITECTURAL WOODWORK STANDARDS) CUSTOM GRADE STAINED WOOD FINISH, TYP. 1X2 WD. SLATS - MTL. SLOTTED UPRIGHT MTL. BRACKET CHROME KNOB MTL. PEG BOARD W/ DISPLAY HOOKS J MTL. PEG BOARD TO BE WRAPPED OVER LAM. BACKBD. 5' -3 1/4" ECK STA\ • 3/4" = 1' -o" SEE 1/A7.4 FOR PLAN VIEW /s\ CIGA CAS SLIDING GLASS DOORS - BLACK PLASTIC LAM. BASE 6 MTL. DISPLAY HOOKS FOR GIFT CARDS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION e7._y SECTION VIEW RED PLASTIC LAM. DOOR JAMBS RED P —LAM., TYP. N. N co N r ROUND SHELF W/ MTL. PRICE TAG HOLDER, TYP. OF 3 BRED PLASTIC LAM., TYP. MTL. ANGLE TO SUPPORT BOTTOM SHELF MTL. BRACKET TO SUPPORT BOTTOM SHELF ADIUS CASE: 3/4- = z� CHECK STAXI 'A 3/4" = 1' -o" SEE 1/A7.4 FOR PLAN VIEW GROMMET IN COUNTER RED PLASTIC LAM., TYP. CAS 2' -7" 3' -7 1/4" E 0 1-1 3/4" = 1' -o" \47.5 PLAN VIEW 3/4" = 1' -0" 3� IUS CASE 3/4- = RED PLASTIC LAM., TYP. 72 MISI D M I\ 1/2" MTL. CORNER BEAD AT ALL CORNERS SPECKLED GRAY PLASTIC LAM. TYP. 16u RECEIVED MAY 112012 PERMIT CENTER 7.5 ISOMETRIC VIEW 3/4" = 1 - 0" °3 0 r O.o Cn " 4) 12 an (1) 2 m X03 LN N gti 3 ca 8 NO. REVISIONS B, 00000000000000000000000 0 00o00000o0o000 00000000000000000000000000000000000000000000000 000000 00000000000000000000000000000000000000000000000 00000o0oo000000o0000000000o00000o00000000000o0o 0000000000000000000000 00000000000000000000000000000000000000000000000 MAY 07, 2012 PERMIT SET \ N JOB N O. 12 4360 20 CARL GREG %STEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ ' � 2' -8 1 /2" V OPEN 5' -3 1/4" ECK STA\ • 3/4" = 1' -o" SEE 1/A7.4 FOR PLAN VIEW /s\ CIGA CAS SLIDING GLASS DOORS - BLACK PLASTIC LAM. BASE 6 MTL. DISPLAY HOOKS FOR GIFT CARDS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION e7._y SECTION VIEW RED PLASTIC LAM. DOOR JAMBS RED P —LAM., TYP. N. N co N r ROUND SHELF W/ MTL. PRICE TAG HOLDER, TYP. OF 3 BRED PLASTIC LAM., TYP. MTL. ANGLE TO SUPPORT BOTTOM SHELF MTL. BRACKET TO SUPPORT BOTTOM SHELF ADIUS CASE: 3/4- = z� CHECK STAXI 'A 3/4" = 1' -o" SEE 1/A7.4 FOR PLAN VIEW GROMMET IN COUNTER RED PLASTIC LAM., TYP. CAS 2' -7" 3' -7 1/4" E 0 1-1 3/4" = 1' -o" \47.5 PLAN VIEW 3/4" = 1' -0" 3� IUS CASE 3/4- = RED PLASTIC LAM., TYP. 72 MISI D M I\ 1/2" MTL. CORNER BEAD AT ALL CORNERS SPECKLED GRAY PLASTIC LAM. TYP. 16u RECEIVED MAY 112012 PERMIT CENTER 7.5 ISOMETRIC VIEW 3/4" = 1 - 0" °3 0 r O.o Cn " 4) 12 an (1) 2 m X03 LN N gti 3 ca 8 NO. REVISIONS B, MAY 07, 2012 PERMIT SET CASEWORK DETAILS JOB N O. 12 4360 20 CARL GREG %STEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ ' I t 21 REGISTERED ARCHITECT >. . ,1A IDA A • WA HINGTCN CASEWORK DETAILS JOB N O. 12 4360 20 DATE MAR 23, 2012 DRAWN DN `CHECKED DI ■ PLASTIC LAMINATE SCHEDULE REVISIONS COLOR MFR PRODUCT # RED FORMICA 845 SPECTRUM RED SPECKLED GRAY FORMICA 1816 FOGDUST BLACK / FORMICA 909 BLACK \OTP: R-PPR TO Al.? FOR ACT „AL OVPRALL CAS= DIM - \S 0\S 7' r4. E:\ 1 CA 1/2” MTL. ROUND CORNER BEAD AT ALL CORNERS TJFD U BLACK PLASTIC LAM. TYP. 6,7.6 ISOMETRIC VIEW 3'- 9 "X1' -3" DISPLAY BASE UNIT: BLACK P -LAM. FINISH 7' -6" 5' -1" 7'- 6 "X1' -3" DISPLAY BASE UNIT: BLACK P -LAM. FINISH CLEAR ACRYLIC J E LI C PANELS W/ MTL. TRACKS, TYP. BLACK PLASTIC LAM. TOP SHELF CRITIC'S CH 3'- 9 "X1' -3 "-� DISPLAY BASE UNIT: BLACK PLASTIC LAM. FINISH ICF 3/4" = 1' -0" A7.V PLAN VIEW REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION BLACK PLASTIC LAM. TYP. 1/2" MTL. ROUND CORNER BEAD AT ALL CORNERS (5\\\ POWE• AISLE RISR TR 7. ISOMETRIC VIEW A7.6 ISOMETRIC 3/4" = 1 ff 5' -1 1/2" 7'- 6 "X1' -3" DISPLAY BASE UNIT: BLACK P -LAM. FINISH CASE 3/4" = 1' -o" Ilp -3„ 5'- BLACK PLASTIC LAM. TOP SHELF 5' -0" CLEAR ACRYLIC PANELS W/ MTL. TRACKS, TYP. BLACK PLASTIC LAM. CABINET BLACK PLASTIC LAM. LOWER CABINET ON FLOOR -3„ 7' -6" /z1 CRI IC'S CH 7'- 6 "X1' -3" DISPLAY BASE UNIT: BLACK PLASTIC LAM. FINISH ICh; CASK &•W FRONT ELEVATION 1" 3/4" = 1 ' — 0" BLACK PLASTIC LAM. TOP SHELF 45° BLACK PLASTIC LAM. CABINET BLACK PLASTIC LAM. LOWER CABINET ON FLOOR 3'- 9 "X1' -3" DISPLAY BASE UNIT: BLACK PLASTIC LAM. FINISH i) It 3' -9„ Pt 7'- 6 "X1' -3" DISPLAY BASE UNIT: BLACK P -LAM. FINISH 6' -3" D l)--Ito u s\ CRITIC'S CHi'IC CASE RECEIVES MAY 112012 PERMIT CENTER A7.6 SIDE ELEVATION 3/4" = 1' -0" N0. REVISIONS BY1 1' -2 3/4" a) 2. CARL GREG ♦ STEVE LAUGHLIN ❑ ENDOM 11 HIGGINS ❑ 5' -1 1/2" / - ^' N \ . / • • ■ N ` I CLEAR ACRYLIC J E LI C PANELS W/ MTL. TRACKS, TYP. BLACK PLASTIC LAM. TOP SHELF CRITIC'S CH 3'- 9 "X1' -3 "-� DISPLAY BASE UNIT: BLACK PLASTIC LAM. FINISH ICF 3/4" = 1' -0" A7.V PLAN VIEW REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION BLACK PLASTIC LAM. TYP. 1/2" MTL. ROUND CORNER BEAD AT ALL CORNERS (5\\\ POWE• AISLE RISR TR 7. ISOMETRIC VIEW A7.6 ISOMETRIC 3/4" = 1 ff 5' -1 1/2" 7'- 6 "X1' -3" DISPLAY BASE UNIT: BLACK P -LAM. FINISH CASE 3/4" = 1' -o" Ilp -3„ 5'- BLACK PLASTIC LAM. TOP SHELF 5' -0" CLEAR ACRYLIC PANELS W/ MTL. TRACKS, TYP. BLACK PLASTIC LAM. CABINET BLACK PLASTIC LAM. LOWER CABINET ON FLOOR -3„ 7' -6" /z1 CRI IC'S CH 7'- 6 "X1' -3" DISPLAY BASE UNIT: BLACK PLASTIC LAM. FINISH ICh; CASK &•W FRONT ELEVATION 1" 3/4" = 1 ' — 0" BLACK PLASTIC LAM. TOP SHELF 45° BLACK PLASTIC LAM. CABINET BLACK PLASTIC LAM. LOWER CABINET ON FLOOR 3'- 9 "X1' -3" DISPLAY BASE UNIT: BLACK PLASTIC LAM. FINISH i) It 3' -9„ Pt 7'- 6 "X1' -3" DISPLAY BASE UNIT: BLACK P -LAM. FINISH 6' -3" D l)--Ito u s\ CRITIC'S CHi'IC CASE RECEIVES MAY 112012 PERMIT CENTER A7.6 SIDE ELEVATION 3/4" = 1' -0" N0. REVISIONS BY1 MAY 07, 2012 PERMIT SET CARL GREG ♦ STEVE LAUGHLIN ❑ ENDOM 11 HIGGINS ❑ REGISTERED ARCHITECT CASEWORK DETAILS JOB NO. 12 4360 20 DATE MAR 23, 2012 DRAWN DN `CHECKED DI 0' PROVIDE 1 " GAP BET. GLASS EDGE & POST 10' -0 1 CLEAR TEMP. GLASS PANEL, TYP. — TASTING! SIGN & GRAPHIC BY OTHER, TYP. 6' -0" CAP RAIL: ALUM. ROUND CAP, SERIES 300 EQ. EQ. EQ. OPENING \ \ 0 1 ) EQ. 10' -0 1/4" EQ. EQ. ALUM. FOOT RAIL, 6" ABOVE FINISH FLR. 3� GLASS RAIL ELEV. 7.7 ® TASTING AREA 0 SURFACE MOUNT ALUM. POST W/ SQUARE BASE PLATE, TYP., BOLTED OVER TILE TO (E) CONC. SLAB 1/4" = 1' -0" 3 "GAP _ It FACE OF (N) WALL MAX 7' -2 1/2" M EQ. EQ. /. 0 0 3 "GAP FACE OF (N) WALL ' -0" MAX. GLASS RAIL ELEV. GLASS RAIL ELEV. 1/4" = 1' —O" "7.7 TASTING AREA ACCESSIBLE SERVICE COUNTERREFER TO STANDARD SERVICE COUNTER FOR FINISHES TO 2/A7.8 12' -4" 2 1 A7.8 EQUIPMENT DESCRIPTION A7.8 REFER TO 1/A7.8 FOR TYP. COUNTER TOP INFORMATION O1 DRAWN HT FLOOR SINK INDIRECT DRAINS FROM 3 COMPARTMENT SINK Sc DISH WASHER TO FLOOR SINK PER LOCAL PLUMBING JURISDICTION 0 (0 SERVICE C\ REFER TO 1/A7.8 FOR TYP. COUNTER TOP INFORMATION MAHOGANY WOOD TRIM; HORIZONTAL AND VERTICAL, TYP. TR. ELEVATIO\ MAHOGANY WOOD BASE 1 /2" = 1' -0" CASEWORK BY OTHERS " 4' -6" zro w J 0 1 L — MAHOGANY WOOD BASE / LINE OF EQUIPMENT SHOWN DASHED (5N\ SERVICE CNTR. ELEVATION A7.7 1/2" 12' -4" 1' -0" REFER TO 1/A7.8 FOR TYP. COUNTER TOP INFORMATION 1' -6" LJ I I r I I EE T 1 T 1 N) 5X6 QUARRY TILE -' F.R.P. LINE OF EQUIPMENT COVED BASE SHOWN DASHED �6 SERVICE CNTR. ELEVATION w 1/2" = 1,_0„ 7 A7.8 KEY NOTES TASTING AREA 1/4" = 1' -0" (N) 42" HIGH ALUM. RAILING W/ TEMP. GLASS PANEL INFILLS, MFR: FEENEY ARCHITECTURAL PRODUCTS, PHONE (510) 893 -9473 www.designrail.com (N) CASEWORK BY OTHER (N) SUSPENDED FLAT SCREEN TV, TYP. OF 2 (N) 42" HIGH SERVICE COUNTER, SEE DETAILS ON 1/A7.8 PROVIDE MIN. 17" DEEP, 60" WIDE ACCESSIBLE COUNTER. COUNTER HGT. TO BE 34" A.F.F. SEE DETAILS ON 2/A7.8 PROVIDE 2X6 WD. STUD PONY WALL FOR (N) SERVICE COUNTER, SEE DETAIL ON 1/A7.8 EXTEND FINISH UNDER COUNTERTOP, CASEWORK, & DISPLAY CASES, VERIFY IN FIELD. (N) QUARRY TILE FLOOR, SEE ROOM FINISH SCHEDULE ON T2 (N) CERAMIC TILE FLOOR, SEE ROOM FINISH SCHEDULE ON T2 (N) QUARRY TILE COVED BASE (3/8" RADIUS MIN.), SEE ROOM FINISH SCHEDULE ON T2 EQUIPMENT SCHEDULE NO. QTY. EQUIPMENT DESCRIPTION NOTES O1 DRAWN HT FLOOR SINK INDIRECT DRAINS FROM 3 COMPARTMENT SINK Sc DISH WASHER TO FLOOR SINK PER LOCAL PLUMBING JURISDICTION 0 1 3 COMPARTMENT SINK 18 "D SINK COMPARTMENT, W/ 12" DRAIN BD. ON BOTH SIDES AND 4" INTEGRAL BACK SPLASH. MFR: KROWNE MODEL: KROB -8001 INDIRECT DRAIN PER LOCAL PLUMBING JURISDICTION, NSF APPROVED O3 1 HAND SINK SINK SIZE, CONTROLS, AND INSTALLATION SHALL CONFORM TO ACCESSIBILITY REQUIREMENTS, SEE T3 44 1 SOAP DISPENSER & WHITE MTL. SOAP DISH PROVIDED BY TENANT, INSTALLED BY G.C. 5 1 SINGLE SERVICE TOWEL DISPENSER PROVIDED BY TENANT, INSTALLED BY G.C. O6 1 UNDERCOUNTER LOW- TEMPERATURE DISH WASHER NSF APPROVED 0 1 UNDERCOUNTER REFRIGERATOR NSF APPROVED O8 1 FLOOR DRAIN a 0 N) 3A A7.7 2. z 1 15 SERVICE COUNTER 25' -6 1/2" s 7OLin.+7Go= ^r. 741+- 7+7 oel 0m+7i7 GiG�.r. r Tar GdAirilG"" i017o6v 'wiG ♦ _ 11 �>.� ■■11111■ ■■NZNI■■■■Ell �PP A1II■IIIMMIII ■rINE■■■21■■ :41.r i� \` ■J %F! ■ ■1i W IP11•1111■ IM A ■■wmnd ■■L IKO ENIM ■..I. IIIIPP ..1 ■■ 1 11 L PJ/I ■■111 JI a/■■II cht. ■ LIMIiI1■r /1//■�� ► ■■r�r:■1 ■II - .11r1111■■■r111 1111■ ►/1. ■ L�I-.11 1 �•��C.� u ran nl!ilrinllu■■uii ram main! PIAUI ii:'ii1uIiL_1_#_A !! 1 liErriiimP4"irmilmi • alai 11111►' ■© :rPJ HNI ■ �■ 1111■`1' - ■ ■■ ■ ■ ■ ■ • 11■RI■■ ■ ■■t■■■� ■�■ L ■■■■■ --■■ immommum NITRO 10' -0 1/4" 6' -0" 0 (LENGTH OF GLASS RAILING) OPENING (LENGTH OF GLASS RAILING) ENLARGED TASTING PLAN 15 I SERVICE COUNTER a 0 1 /4" = 1 -0" 25' -6 1/2" N. N V+73 O- I.L G+74+7:+7+7�47 � - ii TAW ■ ►3 - 7+7 AL . 74747+717+7:7 G�41GB- 74o+7.4i.i�i�7 -G47+7G.m�G�.i. ".. "A�• : -i L A , 1 :o r. .fi r����■ii l%2111■ \ PI ■�11 �0�J ■ %AN /P■ ■ ■ ■�MMIII■ ° •� ■ +II ■ 11 ■ 11MICONf• . ■i■■-a %;� ■A ■■ �� ,.M■■„ ■iII■.u■erMfil.11ritfllr�M©�rE6 , im ill`iwou� arirra enw ,. ∎1111 rufirimmiplim �7�� ■01 ■ ■IIl1111FI ' ■. 'r_�u■■■■ ■r■i 1 i ►1■ =III ILrj�/�fo► \1111■■■■■ 1 .ill• uu 1 ■11�►�mmum ►■i1 ■ ■ ■■ 1 wino 711 : its /rimer_ r- i--11�1I trau '� 1111_■■ •. Ia ■I.■�. ■I ■n1I��I��i■■ ■■Ilt+`�11 .•1 ■,11■■_ullUillIP MIS ■■raiii 11l o All . �......�. --=-,= --- � (1111■■_■■ off, ::111111 INENI ..... ;111111111111111111M111111111111111 1■IIM..+iI REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION • FLOOR FI @ TASTING \ISH PLAN SYMBOL LEGEND INTERIOR ELEVATION EXTERIOR ELEVATION DETAIL ro FLOOR SINK: SEE PLUMBING DWGS. F.D. FLOOR DRAIN: SEE PLUMBING DWGS. btx,R,L4 1/4" = 1' RECEIVED MAY 112012 PERMIT CENThR mii Q co 3 0 m w a. c i 0 � cn c w 22 an as 03 „, NI 5 is3 NI 0 1- e NO. REVISIONS N BY ENLARGED FLR. & FINISH FLR. PLANS 8c ELEVATIONS MAY 07, 2012 PERMIT SET DATE MAY 07, 2012 DRAWN HT CHECKED ON J CARL GREG tSTEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ r 1 21 `. REGISTERED ARCHITECT A•':, A IDA A a. 1f A HINGTCN ENLARGED FLR. & FINISH FLR. PLANS 8c ELEVATIONS JOB NO. 12 4360 20 DATE MAY 07, 2012 DRAWN HT CHECKED ON J SHEET A7.7 OF SHEETS MILLWORK BY OTHER EQUIPMENT, SEE PLAN QUARRY TILE FLOOR, THIN SET 2' -4" \\\\ \\•\ . \\\ \`\\\ \\\\ \\\\ REVISIONS BY MAY 07, 2012 PERMIT SET 1 11 II il / 1 1 I I I I 3/4" MARINE GRADE PLYWD 1 I I I up ;1 -�-- F.R.P. - 1 I CONCRETE TILE BACKER BD I i I F.R.P. EDGE TRIM AT TOP AND BOTTOM; CAULK JOINT AT COVED TILE BASE I I 5X6 COVE QUARRY TILE BASE I , I j 1 I � W.P. MEMBRANE; RETURN UP SIDE OF 2X6 STUDS (7' BACK COUNTER DETAIL 7.8 @ UNDERCOUNTER EQUIPMENT 1 (N) CASEWORK BY OTHER CONT. CAULKING 6X6 QUARRY TILE FLOOR AND COVED BASE (MIN. 3/8" RADIUS; THIN SET FLOOR TILE (E) WALL OF WINE VAULT / / / / / / /� /� (E) PARTICLE BOARD SUB FLOOR W.P. MEMBRANE; RETURN UP SIDE OF 2X4 STUDS BASE DETAIL AT CASEWORK 1/2" = 1' -o" 7.y 1/4" THK. PLATE 5" in 3/4" 3/4" SECTION A -A A PORCELAIN TILE SEE T2 2 -3/8" SQUARE ALUM. POST PRE - ATTACHED TO BASE PLATE A 1■1111111•11113r 3/4" MAHOGANY VENEER PLYWD PANEL MOULDING 1X4 WOOD TRIM; HORIZONTAL AND VERTICAL, TYP. 3/4" WD. TRIM 1 1/2" = 1' -0" ALL WD. TRIM TO BE SOLID MAHOGANY, STAINED GRADE 'B' OR BE IER, QUARTER SAWN -410 P.T. 2X6 STUDS 16" 0.C. 3/4" MARINE GRADE PLYWD F.R.P. 'J' MOULDING CONT. SEALANT � DIE WALL FIB ISH TRANSITION 7.y WALL CONDITION 3" = 1' -0" 3/4" MAHOGANY VENE 4" LAG SCREWS, TYP. PLYWD (E) 5/8" PARTICLE BD. OVER (E) 5/8" PLYWD. SHEATHING Namenmeouzammmmimuamman WOOD BASE WATERPROOF MEMBRANE P.T. 2X6 STUDS 16" O.C. CONC. TILE BACKER BD. GROUT 5x6 COVED QUARRY TILE BASE CONT. SEALANT 3/4" MAHOGANY VENEER PLYWD 1 WD. EDGE 9 1/2" 3/4" MARINE GRADE PLYWD WOOD TRIM 3/4" MAHOGANY VENEER PLYWD P.T. 2X6 SILL PLATE PANEL MOULDING WD. BASE CAP WD. BASE fl NEINEWMINEEIBMICIMEMEIMI 1 II r 1 il ,11 1 II I 1"/ Ii 'l 11 0 II1 12X12 CERAMIC TILE; THINSET TILE FLOOR ALL WD. TRIM TO BE SOLID MAHOGANY, STAINED GRADE 'B' OR BETTER, QUARTER SAWN P.T. 2X6 TOP PLATE P.T. 2X6 STUDS 16" 0.C. 3/4" MARINE GRADE PLYWD F.R.P. CONCRETE TILE BACKER BD F.R.P. EDGE TRIM AT TOP AND BOTTOM; CAULK JOINT AT COVED TILE BASE 5X6 QUARRY TILE FLOOR AND COVED BASE; THIN SET FLOOR TILE (E) PARTICLE BOARD SUB FLOOR W.P. MEMBRANE; RETURN UP SIDE OF 2X6 STUDS SERVICE COUNTER SECTION \47., STANDARD 1 1/2" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 03 2012 City of Tukwila BUILDING DIVISION 3/4" MAHOGANY VENEER PLYWD 1' -6" ALL WD. TRIM TO BE SOLID MAHOGANY, STAINED GRADE 'B' OR BETTER, QUARTER SAWN WD. EDGE, MITER JOINTS AT CORNER CONDITIONS, TYP. N) 3/4" MARINE GRADE PLYWD If ACCESSIBLE SERVICE COUNTER REFER TO STANDARD SERVICE COUNTER FOR FINISHES 1 /2" FREEDOM COUNTERTOP BRACKET 30050 BY FEDERAL BRACE 1' -6" MIN. P.T. 2X6 SILL PLATE PANEL MOULDING WD. TRIM WD. BASE CAP WD. BASE 2X BLOCKING FOR BRACKET SUPPORT AS REQUIRED REFER TO 1/A7.8 FOR TYP. DIE WALL AND FLOOR FINISH INFORMATION 12X12 CERAMIC TILE; THINSET TILE FLOOR .. v a., . .menu _ . A, , , , . ,, a a e.,. . .. .. T E (E) PARTICLE BOARD SUB FLOOR RECEIVED MAY 11 2012 PERMIT CENTtR r-.9 GLASS RAIL BASE & CO\ X . ' ( DIE WALL FINISH TRANSITION SERVICE COUNTER SECTION 47.Ey 1 1/2" = 1' -o" \7/ END WALL CONDITION 3" = 1' -0" 7.J ACCESSIBLE 1 1/2" = b 1 >6 03 i w � 0 i • CI) c CD a) 62 8ry as OS X03 CI) CO) al as ti �- NI �r� NO. REVISIONS BY MAY 07, 2012 PERMIT SET CARL GREG ♦ STEVE LAUGHLIN ❑ ENDOM ❑ HIGGINS ❑ J l REGISTERED ARCHITECT DETAILS JOB NO. 12 4360 20 DATE MAR 23, 2012 DRAWN DN `CHECKED DI STRUCTURAL NOTES SECTION 1: GENERAL NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH 2009 IBC 2. ALL WORK SHALL BE DONE IN GOOD CRAFTSMANSHIP MANNER. 3. REFER TO ARCHITECTURAL DRAWINGS TO COORDINATE WITH STRUCTURAL DRAWING. ANY DISCREPANCIES BETWEEN THESE DRAWINGS SHALL BE REFERRED TO THE ARCHITECT FOR CLARIFICATION BEFORE BIDDING AND BEFORE STARTING CONSTRUCTION. 4. CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 5. REQUIRED WORK SHALL INCLUDE, BUT IS NOT NECESSARILY LIMITED TO, WORK CALLED FOR BY NOTES ON BUILDING PLANS. WHILE THE DRAWINGS INDICATE ITEMS TO BE REMOVED, THEY MAY NOT NECESSARILY INDICATE ALL ASPECTS OF WORK REQUIRED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL ALL WORK NECESSARY TO COMPLETE AND FINISH ALL AREAS IN AND AROUND SUCH ITEMS. 6. WHEN DETAILS LABELED "1YPICAL" ON "SIMILAR" ARE GIVEN ON DRAWINGS, CONTRACTOR SHALL APPLY THE INTENT OF THE DETAILS TO THAT SPECIFIC CONDITION. 7. DESIGN BASIS 1. SEISMIC: 2. WIND: SECTION 2: CARPENTRY I = 1.00 Ss= 1.42g ; S1 = 0.48g ; Fa= 1.0; Fv= 1.5 Sos =0.94g ; SDI = 0.49g SITE CLASS D; SIESMIC DESIGN CATEGORY D DESIGN WIND PRESSURE EXPOSURE B BASIC WIND SPEED = 85 MPH I = 1.0 1. ALL FRAMING SHALL BE NO. 1 OR BETTER GRADE DOUGLAS FIR —LARCH OR EQUIVALENTS AND AS SPECIFIED ON PLANS. 2. POST, MULLIONS, JOISTS AND STUDS SHALL BE NO. 1 GRADE DOUGLAS FIR — LARCH. 3. ALL JOISTS FRAMED FLUSH WITH BEAMS OR HEADER SHALL HAVE JOIST HANGERS. 4. NAILING FOR FRAMING SHALL BE WITH COMMON WIRE NAILS, NUMBER AND SIZE AS PER NAILING SCHEDULE, EXCEPT AS NOTED OTHERWISE ON PLANS. 5. NAILS SHALL NOT BE DRIVEN CLOSER TOGETHER THAN 1/2 THEIR LENGTH, NOR CLOSER TO THE EDGE OF MEMBER THAN 1/4 THEIR LENGTH, EXCEPT FOR SHEATHING. PENETRATION SHALL BE 1/2 THE NAIL LENGTH OR 1 5/8" MINIMUM. 6. HOLES SHALL BE PRE — DRILLED FOR NAILS WHICH TEND TO SPLIT WOOD. DRILLED HOLES SHALL BE 7/8 NAIL DIAMETER. 7. THE LEAD HOLE FOR THE THREADED PORTION OF THE LAG SCREW SHALL HAVE A DIAMETER EQUAL TO 40% TO 70% AND SHALL HAVE A LENGTH EQUAL TO AT LEAST THE LENGTH OF THREADED PORTION. THE LAG SCREW SHALL BE TURNED IN ITS LEAD HOLE WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. 8. UPSET BOLTS ARE NOT PREMITTED. 9. RE— TIGHTEN ALL BOLTS PRIOR TO CLOSING IN WALLS. 10. ALL FASTENERS ATTACHED TO PRESSURE TREATED MEMBERS SHALL BE HOT DIPPED GALVANIZED. 11. MAX MOISTURE CONTENT FOR NO. 1 DFL SHALL BE < 19% AT TIME OF INSTALLATION. 12. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. (E)DBL TOP PLATE, TYP. A35 CLIP EA. SIDE T &B, TYP. T (E)4X14 CAD 10' -0" 0.0 , SEE PLAN T.O. ROOF 19' -0 "± (E)DBL STU BELOW (E)4X (E)2X6 STUD 0 16" 0.C. (N)6X6 (( )6X12 HEAD 5 EA., END L IL B 7' -0" A34 CLIP EA. STUD, TYP. A34 CLIP EA. SIDE © DBL STUD (N)3X CRIPPLE STUD, TYP. CUT (E)2X STUD (E)3X SILL T.O. GRADE BM 0' -0" (fNEW ROLL UP DOOR OPENING 3/8- = ,_0„ 10d © 6" O.C. (NA" PLYWD, TYP. 10d ® 6" O.C. (E)STUD (E)HEADER (N)2X W/ 10d © 6" 0.C. T.O. ROOF 19'-0"± (E)2X P.T. SILL (N)2X STUD © 16" 0.C. (N)2X W/ 16d CAD 6" 0.C. (E)FIBER BOARD OVER PLYWD (E)GRADE BEAM 1O� a d: (E)FLOOR JST, SEE PLAN INFILL (E )OPENING DETAIL 1» = V-0" CA 0 Co O 0 0 0 re) 0 i0 0 1 0 N BEVERAGES Sc MORE RETAL AREA 85' -0" ADJ. STORE 20' -0" 20' -0" 25' -0" 20' -0" 0 0 N 0 O N (N)OPENING 7-0" (E)GLULAM 6s/4 X18" (E)2X STUD BEARING WALL of 1 X N 0) (E)GLULA A 63/4 "X22Y2" N S L-pJ ( E)GLULAM 63% "X18" ( ( E)GLULAM 63/4 "X18" Lo� DO. - (E)` /8" FIBER BOARD OVER 5 /8" PLYWD SHEATHING DO. (� ( E)GLULAM 63/4 X18" ( E)GLULAM 63 %"X18" ( X N 1 w N L S U 0) 6 (E)GRADE BEAM 63/4 "X22" (� (1 ( E)GLULAMM 634 "X18, DO. ( w X N w. 0 v 0 N DO. DO L-J (E)GLULAM 634"X192" (E)2X STUD WALL (E)GLULAM 6%4 "X19Y2" LL z X w ( E)GLULAM 6% "X24" ( DO. DO. DO. ( E)GLULAM 634"X2,4" DO. ( DO. Lr�,J L ✓J uj 1 PARTIAL FOUNDATION /FLOOR FRAMING PLAN 1/8" = l'-o" NORTH REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER J <;:. REVISIONS B, ERIC MARQUART ❑ GREG ENDOM ❑ ■ TEVE HIGGINS ❑ GENERAL NOTES, PLAN & DETAILS JOB NO. 11 4360 20 DATE MAY 7, 2012 DRAWN PL CHECKED KY ■ A EQUIPMENT SCHEDULE ITEM DESCRIPTION DIMENSIONS (INCHES) WT. W L H ( L B S . ) (N)RTU -4 53.25 88.625 40 802 W L (N)SHAPED 6X12 MIN., TYP. #10 SCREW TO UNIT © 12" 0.C. MIN., TYP. (N) METAL CURB BY MANUFACTURER W/ #10 SCREW ® 12" 0.C. W/ 2" EMBED. TO (N)6X, TYP. ( N)SHAPED 6X12 MIN., TYP. TYP. V.I.F. (E)55 "X GLULAM BEAM PER PLAN L5X3XYa X3" LONG ANGLE EA. SIDE OF (N)6X W/ %"0 THROUGH BOLT (TYP. AT EA. END) Y4" 0X4) " SDS, TYP. ROOF TOP UNIT DETAIL A35 EA SIDE AT EA. END OF (N)6X (E)33 "X GLULAM BEAM PER PLAN 1/2" _ V_0„ REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 3 2412 City of Tukwila BUILDING DIVISION 0 • CE 0 0 0 0 • 0 lo too 0 0 N 0 O N • BEVERAGES & MORE RETAL AREA 0 85' -0" ADJ. STORE 20' -0" 20' -0" 25' -0" 20' -0" (E)GLULAM 5Y8 "X24" X ( E)GLULAM 5Y$ „X9” x W I I X w (N)6X' (N)6X12 2 ■11 (E)GLULAM 5Y8 "X24" X 0 w REPLACE (E)UNIT W/ (N)MECH. UNIT (WT.= 804LBS) (E)GLULAM 5Y8''X24" ocN XI 0 J W N) 0 C2 LiJ aw DO. X ro ro O] J 0 w X LtJ ( E)GLULAM 5Y8 "X22Y" DO.. 00 X V 0� J 0 S N) X cn J 0 w ( E)UNIT DO. m J 0 W ( E)UNIT ( E)GLULAM 5Y8 "X25Y" iMIPM X11 ►RIP (E)PLYWD SHEATHING E2X© �? 0" O.C. C (E)2X STUD WALL DO. v X LiJ DO. LB 3Y81X I 5) ( E)UNIT rt Do. 0 X v LJJ X ti j J PARTIAL ROOF FRAMING PLAN 1 /8" = V-0" _ 0„ NORTH Re_CEIVEF) MAY 112012 ipEvi1T CE W, M CO co i i 2 41) 112 Can CI 2 at to) ' iN en •ti 3 am 0 NO. REVISIONS B1 ERIC MARQUART ❑ GREG ENDOM ❑ STEVE HIGGINS ❑ j PLAN & DETAILS JOB NO. 11 4360 20 DATE MAY 7, 2012 DRAWN PL `CHECKED KY 1 SHEET S1.2 OF SHEETS GENERAL NOTES 1. ALL WORK SHALL CONFORM TO 2009 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 2. THIS CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES. 3. CONDENSATE DRAIN PIPING AND FINAL CONNECTION TO UNIT BY PLUMBING CONTRACTOR. 4. REDWOOD SLEEPER OR PLATFORM FOR ROOF MOUNTED UNIT, DUCT PENETRATION, CUTTING AND PATCHING BY GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED ON PLAN. 5. CONNECT MAIN DUCT TO AIR CONDITIONING UNIT WITH WEATHERPROOF FLEXIBLE CONNECTION. SUN SHIELD OVER ENTIRE FLEXIBLE CONNECTION IS REQUIRED IF FLEXIBLE CONNECTION IS EXPOSED TO WEATHER. 6. THERMOSTAT /SENSORS SHALL BE BY EQUIPMENT MANUFACTURER. 7. PROVIDE FILTER FOR AIR CONDITIONING AND /OR AIR SIDE UNITS AS REQUIRED PER ASHRAE AND CODE. 8. THIS CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR SIZE AND LOCATION OF DUCTWORK ROOF OPENINGS AND WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT AND ARCHITECTURAL DRAWINGS FOR AIR DISTRIBUTION LOCATION AND EMS COMPANY. 9. THE CONTRACTOR SHALL SUBMIT BID BASED ON THE DRAWINGS AND ALTERNATE FOR COST SAVING. THESE DRAWINGS ARE FOR BIDDING PURPOSES. 10. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. IN NO CASE SHALL LOWEST EDGE OF SUPPLY /RETURN GRILLE PROTRUDE BELOW CEILING OR CEILING GRID. 11. DUCTS SHALL BE SUPPORTED WITH 1 " WIDE 1 6-GAUGE HANGER STRAPS AND SHALL BE SPACED AT NO MORE THAN 7' -O" ON CENTERS AND SHALL BE SECURED TO STRUCTURAL MEMBER. EXPOSED DUCTWORK ON ROOF SHALL BE SUPPORTED BY GALVANIZED STEEL ANGLE & SHALL BE PER LOCAL CODE. 12. ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE IF CROSS SECTION AREAS ARE EQUIVALENT. CONTRACTOR IS TO VERIFY THE EXACT CEILING SPACE AND INTERCHANGE THE DUCT SIZE TO FIT THE CEILING SPACE WITHOUT ADDITIONAL FEE CHARGE. 13. INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER TO AFFORD COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT SYSTEMS. INSTALL SPLITTER DAMPER AT DUCT TAKEOFFS AND DAMPER IF REQUIRED. 14. COORDINATE ENTIRE INSTALLATION OF THE H.V.A.C. SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 15. PROVIDE BACK -DRAFT DAMPER FOR ALL EXHAUST AIR DUCT UNLESS OTHERWISE NOTED PER CODE. 16. CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR APPROVAL. THE REPORT SHALL INCLUDE THE FOLLOWING: A) AIR QUANTITIES AT EACH REGISTER. B) STATIC PRESSURE READINGS AT INLET AND DISCHARGE OF EACH AIR HANDLING SYSTEM AND AT INLET OF EACH EXHAUST AIR SYSTEM. C) COOLING AND HEATING SUPPLY AND RETURN AIR TEMPERATURES AT EACH AIR CONDITIONING UNIT. D) ANTI VIBRATION AND OPERATION NOISE DAMPENING. 17. ANY MATERIAL, ARTICLE OR PIECE OF EQUIPMENT OTHER THAN THAT INDICATED SHALL NOT BE USED UNLESS APPROVED IN WRITING BY THE ENGINEER AND ANY CHANGES IN MECHANICAL, ELECTRICAL AND /OR OTHER SYSTEMS REQUIRED DUE TO SUCH SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR; AND AT NO ADDITIONAL COST TO THE OWNER. 18. EXHAUST TERMINATION SHALL BE MINIMUM 1O' -0" AWAY OR 3' -0" ABOVE FROM ANY FRESH AIR INTAKE, OPENABLE WINDOWS, DOORS AND 10' -0" MINIMUM ABOVE GRADE. 19. THE CONTRACTOR SHALL FURNISH AND INSTALL ACCESS DOORS AND /OR ACCESS PANELS AT LOCATIONS AS NECESSARY TO SERVICE FIRE DAMPERS AND PROVIDE MAINTENANCE FOR EQUIPMENT. ALL ACCESS DOORS AND PANEL LOCATIONS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO INSTALLATION. 20. ACCURATE AS -BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION. 21. EQUIPMENT AND INTERLOCK DIAGRAM SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PURCHASE OF INSTALLATION. 22. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE LOCAL JURISDICTION. 23. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS BEFORE, DURING AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 24. COMPLETE SHOP DRAWINGS AND EQUIPMENT SUBMITTAL SHALL BE SUBMITTED AND APPROVED PRIOR TO ORDERING AND INSTALLATION OF ANY EQUIPMENT. 25. FOUR SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED UPON COMPLETION OF PROJECT. 26. IN ADDITION TO EQUIPMENT WARRANTIES, FURNISH A WRITTEN GUARANTEE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR. GUARANTEE SHALL INCLUDE REPAIR OF DAMAGE TO, OR REPLACEMENT OF, ANY PART OF EQUIPMENT OR PREMISES CAUSED BY EQUIPMENT PROVIDED. 27. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES. THIS INCLUDES COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF EQUIPMENT PADS AND CHANGES OF ELEVATIONS OF DUCTWORK, PIPING AND OTHER EQUIPMENT. 28. DUCTWORK SHALL BE INSULATED OR LINED AS NOTED ON DRAWINGS. ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS OTHERWISE INDICATED OR SPECIFIED. ALL DUCT SIZES ARE INSIDE CLEAR SIZES. ALL DUCT JOINTS SHALL BE SEALED PER SPECIFICATIONS. MECHANICAL CONTRACTOR TO PROVIDE 1" ACOUSTICAL FIBERGLASS DUCT LINER FOR APPROXIMATELY 1 5'-0" FROM UNITS ON BOTH SUPPLY AND RETURN DUCTS. MINIMUM R -7 DUCT INSULATION IN UNCONDITIONED AREAS. 29. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCSTIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 30. FIRE SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 2009 IMC SECTION 607, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LISTING. 31. DUCTS SHALL BE SUPPORTED PER THE MINIMUM REQUIREMENT OF UMC AND SHALL RE BRACED AND GUTTED TO PREVENT LATERAL OR HORIZONTAL SWING. PROVIDE SEISMIC RESTRAINT PER SMACNA GUIDELINES . 32. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) AND SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE, WHICHEVER REQUIREMENT IS MOST STRINGENT. 33. THE INSTALLATION OF DUCT SMOKE DETECTORS AS REQUIRED BY 2009 IMC 606.2.1 & IMC 6062.2. SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2,000 CFM, IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES. WHERE MULTIPLE AIR - HANDLING SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2,000 CFM, THE RETURN AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS IN ACCORDANCE WITH SECTION 606.2.1 34. HEIGHT OF MECHANICAL DUCTS AND UNITS TO BE 15' -0" ABOVE FINISHED FLOOR OR HIGHER. VERIFY CLEARANCE AND CONTACT ARCHITECT IF NOT FEASIBLE. LEGEND EXHAUST FAN SCHEDULE NEW MARK PACKAGED ROOFTOP HVAC EQUIPMENT SCHEDULE MARK MANUFACTURER /MODEL # SERVICE COOLING AMBIENT TEMP., •F HEATING INDOOR FAN ELECTRICAL DATA WEIGHT (LBS.) MIN. OUTSIDE AIR CFM LOCATION Hz REMARKS NOMINAL TONS TOTAL MBH SENSIBLE MBH ENT. AIR DB, •F ENT. AIR WB, •F EER IEER MBH COP AUX. HEATER (kW) CFM IN WG. (HP) VOLTS PHASE FREQ. (Hz) C RJR MCA MOCP RO "TRANE" WSC090A3RGAOXD SALES AREA 7.5 93.0 71.6 80.0 67.0 10.1 - 95 88.0 3.2 - 3,000 1.0 1.72 208 3 60 26.0 99.9 100 1,000 530 ROOF 00000 - R�U "CARRIER" 5OTFQ009 SALES AREA 8.5 100.0 70.7 80.0 67.0 8.9 - 95 96.0 3.0 - 3,400 0.6 2.17 208 3 60 16.0 49.4 50.0 1,200 600 ROOF 0 0000 10 "x6" R© "TRANE" WSC090A3RGAOXD SALES AREA 7.5 93.0 71.6 80.0 67.0 10.1 - 95 88.0 3.2 - 3,000 1.0 1.72 208 3 60 26.0 99.9 100 1,000 550 ROOF CB RTU) "TRANE" WSC090E3RD SALES, BREAK ROOM RELIEVING AREA 7.5 94.0 69.3 80.0 67.0 1 11.... 12 0 95 86 0 3 4 - 3,000 1.0 1.68 208 3 60 25.0 38.4 60.0 1,230 725 ROOF 00000 000 K EXISTING E.A.T. 0 BEXIS EXISTING ROOFTOP PACKAGED EA MODIFICATIONS. UNIT TO ® NEW DETECTOR N IN THE THE FOLLOWING FACTORY INSTALLED OPTIONS AND 10 STANDARD EFFICIENCY, STANDARD INDOOR FAN, HIGH HEAT TYPE ROOFTOP SMOKE RETURN AIR DETECTION. DUCT, TO SHUT ® ACCESSORIES: E WITH A. CONSTANT VOLUME BELT DRIVE BLOWER. ® SET MINIMUM FRESH AIR PER SCHEDULE. © NEW ROOFTOP PACKAGED HORIZONTAL DISCHARGE HEAT PUMP B. R -41OA REFRIGERANT. UNIT. C. COMPRESSOR HARD START KIT. ® NEW WALL MOUNTED THERMOSTAT WITH REMOTE D. UNIT DISCONNECT SWITCH. SENSOR MOUNTED AT 48" AFF. ® INTEGRATED ECONOMIZER. E. 1" THICK THROW -AWAY FILTERS. F. 1 1 5V GFCI CONVENIENCE OUTLET, UNPOWERED. ® NEW CO2 SENSOR. ® BAROMETRIC RELIEF. GA. GENERAL NOTES 1. ALL WORK SHALL CONFORM TO 2009 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 2. THIS CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES. 3. CONDENSATE DRAIN PIPING AND FINAL CONNECTION TO UNIT BY PLUMBING CONTRACTOR. 4. REDWOOD SLEEPER OR PLATFORM FOR ROOF MOUNTED UNIT, DUCT PENETRATION, CUTTING AND PATCHING BY GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED ON PLAN. 5. CONNECT MAIN DUCT TO AIR CONDITIONING UNIT WITH WEATHERPROOF FLEXIBLE CONNECTION. SUN SHIELD OVER ENTIRE FLEXIBLE CONNECTION IS REQUIRED IF FLEXIBLE CONNECTION IS EXPOSED TO WEATHER. 6. THERMOSTAT /SENSORS SHALL BE BY EQUIPMENT MANUFACTURER. 7. PROVIDE FILTER FOR AIR CONDITIONING AND /OR AIR SIDE UNITS AS REQUIRED PER ASHRAE AND CODE. 8. THIS CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR SIZE AND LOCATION OF DUCTWORK ROOF OPENINGS AND WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT AND ARCHITECTURAL DRAWINGS FOR AIR DISTRIBUTION LOCATION AND EMS COMPANY. 9. THE CONTRACTOR SHALL SUBMIT BID BASED ON THE DRAWINGS AND ALTERNATE FOR COST SAVING. THESE DRAWINGS ARE FOR BIDDING PURPOSES. 10. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. IN NO CASE SHALL LOWEST EDGE OF SUPPLY /RETURN GRILLE PROTRUDE BELOW CEILING OR CEILING GRID. 11. DUCTS SHALL BE SUPPORTED WITH 1 " WIDE 1 6-GAUGE HANGER STRAPS AND SHALL BE SPACED AT NO MORE THAN 7' -O" ON CENTERS AND SHALL BE SECURED TO STRUCTURAL MEMBER. EXPOSED DUCTWORK ON ROOF SHALL BE SUPPORTED BY GALVANIZED STEEL ANGLE & SHALL BE PER LOCAL CODE. 12. ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE IF CROSS SECTION AREAS ARE EQUIVALENT. CONTRACTOR IS TO VERIFY THE EXACT CEILING SPACE AND INTERCHANGE THE DUCT SIZE TO FIT THE CEILING SPACE WITHOUT ADDITIONAL FEE CHARGE. 13. INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER TO AFFORD COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT SYSTEMS. INSTALL SPLITTER DAMPER AT DUCT TAKEOFFS AND DAMPER IF REQUIRED. 14. COORDINATE ENTIRE INSTALLATION OF THE H.V.A.C. SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 15. PROVIDE BACK -DRAFT DAMPER FOR ALL EXHAUST AIR DUCT UNLESS OTHERWISE NOTED PER CODE. 16. CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR APPROVAL. THE REPORT SHALL INCLUDE THE FOLLOWING: A) AIR QUANTITIES AT EACH REGISTER. B) STATIC PRESSURE READINGS AT INLET AND DISCHARGE OF EACH AIR HANDLING SYSTEM AND AT INLET OF EACH EXHAUST AIR SYSTEM. C) COOLING AND HEATING SUPPLY AND RETURN AIR TEMPERATURES AT EACH AIR CONDITIONING UNIT. D) ANTI VIBRATION AND OPERATION NOISE DAMPENING. 17. ANY MATERIAL, ARTICLE OR PIECE OF EQUIPMENT OTHER THAN THAT INDICATED SHALL NOT BE USED UNLESS APPROVED IN WRITING BY THE ENGINEER AND ANY CHANGES IN MECHANICAL, ELECTRICAL AND /OR OTHER SYSTEMS REQUIRED DUE TO SUCH SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR; AND AT NO ADDITIONAL COST TO THE OWNER. 18. EXHAUST TERMINATION SHALL BE MINIMUM 1O' -0" AWAY OR 3' -0" ABOVE FROM ANY FRESH AIR INTAKE, OPENABLE WINDOWS, DOORS AND 10' -0" MINIMUM ABOVE GRADE. 19. THE CONTRACTOR SHALL FURNISH AND INSTALL ACCESS DOORS AND /OR ACCESS PANELS AT LOCATIONS AS NECESSARY TO SERVICE FIRE DAMPERS AND PROVIDE MAINTENANCE FOR EQUIPMENT. ALL ACCESS DOORS AND PANEL LOCATIONS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO INSTALLATION. 20. ACCURATE AS -BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION. 21. EQUIPMENT AND INTERLOCK DIAGRAM SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PURCHASE OF INSTALLATION. 22. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE LOCAL JURISDICTION. 23. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS BEFORE, DURING AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 24. COMPLETE SHOP DRAWINGS AND EQUIPMENT SUBMITTAL SHALL BE SUBMITTED AND APPROVED PRIOR TO ORDERING AND INSTALLATION OF ANY EQUIPMENT. 25. FOUR SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED UPON COMPLETION OF PROJECT. 26. IN ADDITION TO EQUIPMENT WARRANTIES, FURNISH A WRITTEN GUARANTEE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR. GUARANTEE SHALL INCLUDE REPAIR OF DAMAGE TO, OR REPLACEMENT OF, ANY PART OF EQUIPMENT OR PREMISES CAUSED BY EQUIPMENT PROVIDED. 27. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES. THIS INCLUDES COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF EQUIPMENT PADS AND CHANGES OF ELEVATIONS OF DUCTWORK, PIPING AND OTHER EQUIPMENT. 28. DUCTWORK SHALL BE INSULATED OR LINED AS NOTED ON DRAWINGS. ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS OTHERWISE INDICATED OR SPECIFIED. ALL DUCT SIZES ARE INSIDE CLEAR SIZES. ALL DUCT JOINTS SHALL BE SEALED PER SPECIFICATIONS. MECHANICAL CONTRACTOR TO PROVIDE 1" ACOUSTICAL FIBERGLASS DUCT LINER FOR APPROXIMATELY 1 5'-0" FROM UNITS ON BOTH SUPPLY AND RETURN DUCTS. MINIMUM R -7 DUCT INSULATION IN UNCONDITIONED AREAS. 29. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCSTIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 30. FIRE SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 2009 IMC SECTION 607, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LISTING. 31. DUCTS SHALL BE SUPPORTED PER THE MINIMUM REQUIREMENT OF UMC AND SHALL RE BRACED AND GUTTED TO PREVENT LATERAL OR HORIZONTAL SWING. PROVIDE SEISMIC RESTRAINT PER SMACNA GUIDELINES . 32. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) AND SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE, WHICHEVER REQUIREMENT IS MOST STRINGENT. 33. THE INSTALLATION OF DUCT SMOKE DETECTORS AS REQUIRED BY 2009 IMC 606.2.1 & IMC 6062.2. SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2,000 CFM, IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES. WHERE MULTIPLE AIR - HANDLING SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2,000 CFM, THE RETURN AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS IN ACCORDANCE WITH SECTION 606.2.1 34. HEIGHT OF MECHANICAL DUCTS AND UNITS TO BE 15' -0" ABOVE FINISHED FLOOR OR HIGHER. VERIFY CLEARANCE AND CONTACT ARCHITECT IF NOT FEASIBLE. LEGEND EXHAUST FAN SCHEDULE NEW MARK SERVICE LOCATION EXHAUST AIR CFM STATIC PRESSURE IN. W.G. RPM ELECTRICAL DATA WEIGHT LBS. MANUFACTURER & MODEL # REMARKS MOTOR HP (WATTS) VOLTS PHASE Hz g SURFACE RESTROOMS 110 0.25 1,050 (129) 115 1 60 15 "GREENHECK" SP -8150 0 © ©0© MrRESTROOMS - 0 NEW CEILING MOUNTED EXHAUST FAN. ® WITH THERMAL OVERLOAD PROTECTION. 0 INTERLOCK WITH LIGHT FIXTURE. 0 WITH BACK DRAFT DAMPER. ® WITH FLEXIBLE DUCT CONNECTION. X GENERAL NOTES 1. ALL WORK SHALL CONFORM TO 2009 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 2. THIS CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES. 3. CONDENSATE DRAIN PIPING AND FINAL CONNECTION TO UNIT BY PLUMBING CONTRACTOR. 4. REDWOOD SLEEPER OR PLATFORM FOR ROOF MOUNTED UNIT, DUCT PENETRATION, CUTTING AND PATCHING BY GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED ON PLAN. 5. CONNECT MAIN DUCT TO AIR CONDITIONING UNIT WITH WEATHERPROOF FLEXIBLE CONNECTION. SUN SHIELD OVER ENTIRE FLEXIBLE CONNECTION IS REQUIRED IF FLEXIBLE CONNECTION IS EXPOSED TO WEATHER. 6. THERMOSTAT /SENSORS SHALL BE BY EQUIPMENT MANUFACTURER. 7. PROVIDE FILTER FOR AIR CONDITIONING AND /OR AIR SIDE UNITS AS REQUIRED PER ASHRAE AND CODE. 8. THIS CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR SIZE AND LOCATION OF DUCTWORK ROOF OPENINGS AND WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT AND ARCHITECTURAL DRAWINGS FOR AIR DISTRIBUTION LOCATION AND EMS COMPANY. 9. THE CONTRACTOR SHALL SUBMIT BID BASED ON THE DRAWINGS AND ALTERNATE FOR COST SAVING. THESE DRAWINGS ARE FOR BIDDING PURPOSES. 10. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. IN NO CASE SHALL LOWEST EDGE OF SUPPLY /RETURN GRILLE PROTRUDE BELOW CEILING OR CEILING GRID. 11. DUCTS SHALL BE SUPPORTED WITH 1 " WIDE 1 6-GAUGE HANGER STRAPS AND SHALL BE SPACED AT NO MORE THAN 7' -O" ON CENTERS AND SHALL BE SECURED TO STRUCTURAL MEMBER. EXPOSED DUCTWORK ON ROOF SHALL BE SUPPORTED BY GALVANIZED STEEL ANGLE & SHALL BE PER LOCAL CODE. 12. ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE IF CROSS SECTION AREAS ARE EQUIVALENT. CONTRACTOR IS TO VERIFY THE EXACT CEILING SPACE AND INTERCHANGE THE DUCT SIZE TO FIT THE CEILING SPACE WITHOUT ADDITIONAL FEE CHARGE. 13. INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER TO AFFORD COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT SYSTEMS. INSTALL SPLITTER DAMPER AT DUCT TAKEOFFS AND DAMPER IF REQUIRED. 14. COORDINATE ENTIRE INSTALLATION OF THE H.V.A.C. SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 15. PROVIDE BACK -DRAFT DAMPER FOR ALL EXHAUST AIR DUCT UNLESS OTHERWISE NOTED PER CODE. 16. CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR APPROVAL. THE REPORT SHALL INCLUDE THE FOLLOWING: A) AIR QUANTITIES AT EACH REGISTER. B) STATIC PRESSURE READINGS AT INLET AND DISCHARGE OF EACH AIR HANDLING SYSTEM AND AT INLET OF EACH EXHAUST AIR SYSTEM. C) COOLING AND HEATING SUPPLY AND RETURN AIR TEMPERATURES AT EACH AIR CONDITIONING UNIT. D) ANTI VIBRATION AND OPERATION NOISE DAMPENING. 17. ANY MATERIAL, ARTICLE OR PIECE OF EQUIPMENT OTHER THAN THAT INDICATED SHALL NOT BE USED UNLESS APPROVED IN WRITING BY THE ENGINEER AND ANY CHANGES IN MECHANICAL, ELECTRICAL AND /OR OTHER SYSTEMS REQUIRED DUE TO SUCH SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR; AND AT NO ADDITIONAL COST TO THE OWNER. 18. EXHAUST TERMINATION SHALL BE MINIMUM 1O' -0" AWAY OR 3' -0" ABOVE FROM ANY FRESH AIR INTAKE, OPENABLE WINDOWS, DOORS AND 10' -0" MINIMUM ABOVE GRADE. 19. THE CONTRACTOR SHALL FURNISH AND INSTALL ACCESS DOORS AND /OR ACCESS PANELS AT LOCATIONS AS NECESSARY TO SERVICE FIRE DAMPERS AND PROVIDE MAINTENANCE FOR EQUIPMENT. ALL ACCESS DOORS AND PANEL LOCATIONS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO INSTALLATION. 20. ACCURATE AS -BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION. 21. EQUIPMENT AND INTERLOCK DIAGRAM SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PURCHASE OF INSTALLATION. 22. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE LOCAL JURISDICTION. 23. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS BEFORE, DURING AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 24. COMPLETE SHOP DRAWINGS AND EQUIPMENT SUBMITTAL SHALL BE SUBMITTED AND APPROVED PRIOR TO ORDERING AND INSTALLATION OF ANY EQUIPMENT. 25. FOUR SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED UPON COMPLETION OF PROJECT. 26. IN ADDITION TO EQUIPMENT WARRANTIES, FURNISH A WRITTEN GUARANTEE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR. GUARANTEE SHALL INCLUDE REPAIR OF DAMAGE TO, OR REPLACEMENT OF, ANY PART OF EQUIPMENT OR PREMISES CAUSED BY EQUIPMENT PROVIDED. 27. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES. THIS INCLUDES COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF EQUIPMENT PADS AND CHANGES OF ELEVATIONS OF DUCTWORK, PIPING AND OTHER EQUIPMENT. 28. DUCTWORK SHALL BE INSULATED OR LINED AS NOTED ON DRAWINGS. ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS OTHERWISE INDICATED OR SPECIFIED. ALL DUCT SIZES ARE INSIDE CLEAR SIZES. ALL DUCT JOINTS SHALL BE SEALED PER SPECIFICATIONS. MECHANICAL CONTRACTOR TO PROVIDE 1" ACOUSTICAL FIBERGLASS DUCT LINER FOR APPROXIMATELY 1 5'-0" FROM UNITS ON BOTH SUPPLY AND RETURN DUCTS. MINIMUM R -7 DUCT INSULATION IN UNCONDITIONED AREAS. 29. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCSTIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 30. FIRE SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 2009 IMC SECTION 607, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LISTING. 31. DUCTS SHALL BE SUPPORTED PER THE MINIMUM REQUIREMENT OF UMC AND SHALL RE BRACED AND GUTTED TO PREVENT LATERAL OR HORIZONTAL SWING. PROVIDE SEISMIC RESTRAINT PER SMACNA GUIDELINES . 32. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) AND SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE, WHICHEVER REQUIREMENT IS MOST STRINGENT. 33. THE INSTALLATION OF DUCT SMOKE DETECTORS AS REQUIRED BY 2009 IMC 606.2.1 & IMC 6062.2. SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2,000 CFM, IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES. WHERE MULTIPLE AIR - HANDLING SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2,000 CFM, THE RETURN AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS IN ACCORDANCE WITH SECTION 606.2.1 34. HEIGHT OF MECHANICAL DUCTS AND UNITS TO BE 15' -0" ABOVE FINISHED FLOOR OR HIGHER. VERIFY CLEARANCE AND CONTACT ARCHITECT IF NOT FEASIBLE. LEGEND AIR DEVICE SCHEDULE (NEW) MARK NECK DIFFUSER FACE OR CEILING GRID SIZE (INCHES) RANGE TYPE MOUNTING DUTY MFR. MODEL NO REMARKS DIFFUSER REGISTER GRILLE LOUVER g SURFACE SUPPLY RETURN EXHAUST TRANSFER SG -1 18 "x8" 19- 3/4 "x9 -3/4" 350 -450 - X - - - X X - - - TITUS 300R O00 SG -2 12 "x8" 13- 3/4 "x9 -3/4" 150 -200 - X - - - X X - - - TITUS 300R O00 SD -1 8"0 12 "x 12" 100 X - - - - X X - - - TITUS PAS 000 RG -1 22 "X10" 22 -3/4 "x10 -3/4" 750 - - X - - X - X - - TITUS 350RL 000 TG -1 10 "x6" 1 1 -3/4"x7-3/4" 100 - - X - - X - - - X TITUS 300FL O00 0 PROVIDE OPPOSED BLADE DAMPER. ® SELECTION OF THE FINISHES OF AIR DISTRIBUTION DEVICES BY INTERIOR DESIGNER /ARCHITECT. ® TYPE AND CFM SHALL BE AS INDICATED ON DRAWING M -2.1 AT EACH AIR DEVICE. 1 GENERAL NOTES 1. ALL WORK SHALL CONFORM TO 2009 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 2. THIS CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES. 3. CONDENSATE DRAIN PIPING AND FINAL CONNECTION TO UNIT BY PLUMBING CONTRACTOR. 4. REDWOOD SLEEPER OR PLATFORM FOR ROOF MOUNTED UNIT, DUCT PENETRATION, CUTTING AND PATCHING BY GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED ON PLAN. 5. CONNECT MAIN DUCT TO AIR CONDITIONING UNIT WITH WEATHERPROOF FLEXIBLE CONNECTION. SUN SHIELD OVER ENTIRE FLEXIBLE CONNECTION IS REQUIRED IF FLEXIBLE CONNECTION IS EXPOSED TO WEATHER. 6. THERMOSTAT /SENSORS SHALL BE BY EQUIPMENT MANUFACTURER. 7. PROVIDE FILTER FOR AIR CONDITIONING AND /OR AIR SIDE UNITS AS REQUIRED PER ASHRAE AND CODE. 8. THIS CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR SIZE AND LOCATION OF DUCTWORK ROOF OPENINGS AND WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL REQUIREMENTS OF ALL MECHANICAL EQUIPMENT AND ARCHITECTURAL DRAWINGS FOR AIR DISTRIBUTION LOCATION AND EMS COMPANY. 9. THE CONTRACTOR SHALL SUBMIT BID BASED ON THE DRAWINGS AND ALTERNATE FOR COST SAVING. THESE DRAWINGS ARE FOR BIDDING PURPOSES. 10. COORDINATE THE LOCATION OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. IN NO CASE SHALL LOWEST EDGE OF SUPPLY /RETURN GRILLE PROTRUDE BELOW CEILING OR CEILING GRID. 11. DUCTS SHALL BE SUPPORTED WITH 1 " WIDE 1 6-GAUGE HANGER STRAPS AND SHALL BE SPACED AT NO MORE THAN 7' -O" ON CENTERS AND SHALL BE SECURED TO STRUCTURAL MEMBER. EXPOSED DUCTWORK ON ROOF SHALL BE SUPPORTED BY GALVANIZED STEEL ANGLE & SHALL BE PER LOCAL CODE. 12. ROUND AND RECTANGULAR DUCTWORK ARE INTERCHANGEABLE IF CROSS SECTION AREAS ARE EQUIVALENT. CONTRACTOR IS TO VERIFY THE EXACT CEILING SPACE AND INTERCHANGE THE DUCT SIZE TO FIT THE CEILING SPACE WITHOUT ADDITIONAL FEE CHARGE. 13. INSTALL VOLUME CONTROL DAMPERS AT EACH SUPPLY DIFFUSER TO AFFORD COMPLETE CONTROL OF THE AIR FLOW IN THE VARIOUS DUCT SYSTEMS. INSTALL SPLITTER DAMPER AT DUCT TAKEOFFS AND DAMPER IF REQUIRED. 14. COORDINATE ENTIRE INSTALLATION OF THE H.V.A.C. SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO ANY FABRICATION OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS, AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 15. PROVIDE BACK -DRAFT DAMPER FOR ALL EXHAUST AIR DUCT UNLESS OTHERWISE NOTED PER CODE. 16. CONTRACTOR SHALL SUBMIT A COMPLETE BALANCE REPORT FOR APPROVAL. THE REPORT SHALL INCLUDE THE FOLLOWING: A) AIR QUANTITIES AT EACH REGISTER. B) STATIC PRESSURE READINGS AT INLET AND DISCHARGE OF EACH AIR HANDLING SYSTEM AND AT INLET OF EACH EXHAUST AIR SYSTEM. C) COOLING AND HEATING SUPPLY AND RETURN AIR TEMPERATURES AT EACH AIR CONDITIONING UNIT. D) ANTI VIBRATION AND OPERATION NOISE DAMPENING. 17. ANY MATERIAL, ARTICLE OR PIECE OF EQUIPMENT OTHER THAN THAT INDICATED SHALL NOT BE USED UNLESS APPROVED IN WRITING BY THE ENGINEER AND ANY CHANGES IN MECHANICAL, ELECTRICAL AND /OR OTHER SYSTEMS REQUIRED DUE TO SUCH SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR; AND AT NO ADDITIONAL COST TO THE OWNER. 18. EXHAUST TERMINATION SHALL BE MINIMUM 1O' -0" AWAY OR 3' -0" ABOVE FROM ANY FRESH AIR INTAKE, OPENABLE WINDOWS, DOORS AND 10' -0" MINIMUM ABOVE GRADE. 19. THE CONTRACTOR SHALL FURNISH AND INSTALL ACCESS DOORS AND /OR ACCESS PANELS AT LOCATIONS AS NECESSARY TO SERVICE FIRE DAMPERS AND PROVIDE MAINTENANCE FOR EQUIPMENT. ALL ACCESS DOORS AND PANEL LOCATIONS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO INSTALLATION. 20. ACCURATE AS -BUILT DRAWINGS SHALL BE MADE DURING CONSTRUCTION AND SUBMITTED FOR APPROVAL UPON COMPLETION OF INSTALLATION. 21. EQUIPMENT AND INTERLOCK DIAGRAM SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PURCHASE OF INSTALLATION. 22. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE LOCAL JURISDICTION. 23. TAKE ALL PRECAUTIONS NECESSARY TO PROTECT THE MATERIALS BEFORE, DURING AND AFTER INSTALLATION. IN THE EVENT OF DAMAGE, IMMEDIATELY REPAIR ALL DAMAGED AND DEFECTIVE WORK TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 24. COMPLETE SHOP DRAWINGS AND EQUIPMENT SUBMITTAL SHALL BE SUBMITTED AND APPROVED PRIOR TO ORDERING AND INSTALLATION OF ANY EQUIPMENT. 25. FOUR SETS OF OPERATING AND MAINTENANCE MANUALS SHALL BE SUBMITTED UPON COMPLETION OF PROJECT. 26. IN ADDITION TO EQUIPMENT WARRANTIES, FURNISH A WRITTEN GUARANTEE AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR ONE YEAR. GUARANTEE SHALL INCLUDE REPAIR OF DAMAGE TO, OR REPLACEMENT OF, ANY PART OF EQUIPMENT OR PREMISES CAUSED BY EQUIPMENT PROVIDED. 27. THESE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES. THIS INCLUDES COORDINATING THE LOCATION AND SIZE OF ALL OPENINGS, LOCATIONS OF EQUIPMENT PADS AND CHANGES OF ELEVATIONS OF DUCTWORK, PIPING AND OTHER EQUIPMENT. 28. DUCTWORK SHALL BE INSULATED OR LINED AS NOTED ON DRAWINGS. ALL DUCTWORK EXPOSED ON ROOF SHALL BE INTERNALLY LINED UNLESS OTHERWISE INDICATED OR SPECIFIED. ALL DUCT SIZES ARE INSIDE CLEAR SIZES. ALL DUCT JOINTS SHALL BE SEALED PER SPECIFICATIONS. MECHANICAL CONTRACTOR TO PROVIDE 1" ACOUSTICAL FIBERGLASS DUCT LINER FOR APPROXIMATELY 1 5'-0" FROM UNITS ON BOTH SUPPLY AND RETURN DUCTS. MINIMUM R -7 DUCT INSULATION IN UNCONDITIONED AREAS. 29. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCSTIONS. PROVIDE ALL FITTINGS, TRANSITIONS, DAMPERS, VALVES AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 30. FIRE SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 2009 IMC SECTION 607, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LISTING. 31. DUCTS SHALL BE SUPPORTED PER THE MINIMUM REQUIREMENT OF UMC AND SHALL RE BRACED AND GUTTED TO PREVENT LATERAL OR HORIZONTAL SWING. PROVIDE SEISMIC RESTRAINT PER SMACNA GUIDELINES . 32. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) AND SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE, WHICHEVER REQUIREMENT IS MOST STRINGENT. 33. THE INSTALLATION OF DUCT SMOKE DETECTORS AS REQUIRED BY 2009 IMC 606.2.1 & IMC 6062.2. SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2,000 CFM, IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT AND APPLIANCES. WHERE MULTIPLE AIR - HANDLING SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2,000 CFM, THE RETURN AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS IN ACCORDANCE WITH SECTION 606.2.1 34. HEIGHT OF MECHANICAL DUCTS AND UNITS TO BE 15' -0" ABOVE FINISHED FLOOR OR HIGHER. VERIFY CLEARANCE AND CONTACT ARCHITECT IF NOT FEASIBLE. DRAWING SCHEDULE SHEET NUMBER DESCRIPTION MO.1 MO.2 M2.1 M2.2 M6.1 D LEGEND, NOTES & SCHEDULES MECHANICAL SPECIFICATIONS MECHANICAL FLOOR PLAN MECHANICAL ROOF PLAN MECHANICAL DETAILS & CONTROLS D.- (1,14 RECEIVED MAY 112012 PERMIT CENTER 111.' E O 3 as C i g da• c c CD • t g 03 a) E °' NO. LEGEND BY SYMBOL 1p--- ABBREVIATION SA /SUP DESCRIPTION SUPPLY AIR (RISE /DROP) RA/RET RETURN AIR DUCT (RISE /DROP) MARQUART ❑ EA /EXH EXHAUST AIR DUCT (RISE /DROP) CD /SR CEILING DIFFUSER /SUPPLY REGISTER (ARROWHEAD REPRESENTS NUMBER OF THROW) ( 4 -WAY TYPICAL IF NO ARROWS) _ -- -y- RR /RG RETURN REGISTER /GRILLE 0 -+- ER /EG EXHAUST REGISTER /GRILLE - RECTANGULAR DUCT ELBOW WITH TURNING VANES _ - - - I i>- FC FLEXIBLE CONNECTION (L) DUCT LINING (1 " THICK UNLESS OTHERWISE NOTED) SINGLE LINE DUCT BRANCH TAKE -OFF DUCT TRANSITION (RECTANGULAR TO ROUND) ■ FLEX FLEXIBLE DUCT (5' -0 MAXIMUM) T T -STAT PROGRAMMABLE THERMOSTAT 0 TEMPERATURE SENSOR 0 CO2 SENSOR SD SD DUCT SMOKE DETECTOR M MD MECHANICAL DAMPER 0 DIA. DIAMETER M FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. E FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. Qb P.O.C. POINT OF CONNECTION SD (SD- SUPPLY DIFFUSER, RD- RETURN DIFFUSER, -1 - E- EXHAUST) 100 AIR QUANTITY IN CFM AC MECHANICAL EQUIPMENT DESIGNATION 1 DESIGNATED NUMBER A/C , AC AIR CONDITIONING BDD BACK DRAFT DAMPER CB CIRCUIT BREAKER CLG. CEILING CONN. CONNECT /CONNECTION CONT. CONTINUATION CONT'R CONTRACTOR CFM CUBIC FEET PER MINUTE DET. DETAIL DISC. DISCONNECT DTR DOWN THRU ROOF EF EXHAUST FAN (E) EXISTING E.A.T. ENTERING AIR TEMPERATURE GA. GAGE /GAUGE GC GENERAL CONTRACTOR HVAC HEATING, VENTILATING, AND AIR CONDITIONING MCA MINIMUM CIRCUIT AMPACITY MFR. MANUFACTURER MECH. MECHANICAL MOCP MAXIMUM OVERCURRENT PROTECTION (N) NEW OA /OSA OUTSIDE AIR PH PHASE RAD RETURN AIR DUCT SAD SUPPLY AIR DUCT S/S STAINLESS STEEL TYP. TYPICAL UON UNLESS OTHERWISE NOTED UTR UP THRU ROOF V VOLTS DRAWING SCHEDULE SHEET NUMBER DESCRIPTION MO.1 MO.2 M2.1 M2.2 M6.1 D LEGEND, NOTES & SCHEDULES MECHANICAL SPECIFICATIONS MECHANICAL FLOOR PLAN MECHANICAL ROOF PLAN MECHANICAL DETAILS & CONTROLS D.- (1,14 RECEIVED MAY 112012 PERMIT CENTER 111.' E O 3 as C i g da• c c CD • t g 03 a) E °' NO. REVISIONS BY MAY 07 2012 PERMIT SET ERIC GREG %TEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ ACIES � ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 LEGEND, NOTES & SCHEDULES JOB NO. 11 4360 20 DATE DRAWN MP CHECKED SR 9EET M 0 ■ SHEETS l t MECHANICAL SPECIFICATIONS DIVISION 15 - MECHANICAL SECTION 15000 BASIC MECHANICAL REQUIREMENTS A. NOTE 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE THEIR SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. B. GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODE'S REQUIREMENT, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD ENGINEERING AND CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. C. CODES 1. ALL WORK SHALL CONFORM TO THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. D. LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. 2. FURNISH TO THE ARCHITECT ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. E. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY THE ARCHITECT PRIOR THROUGH SHOP DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO ARCHITECT FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR ARCHITECT'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE SUB - CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. F. GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY ARCHITECT. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. 2. CONTRACTOR SHALL PROVIDE A COMPLETE 12 -MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT INSTALLED. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. G. RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. B. C. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. REVISIONS, ADDENDUM, AND CHANGE ORDERS. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. H. DISCREPANCIES IN DOCUMENTS DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE ARCHITECT, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, ARCHITECT'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. I. SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE ARCHITECT ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANT OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. J. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCE OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED. END OF SECTION 15000 DIVISION 15 - MECHANICAL SECTION 15500 HEATING, VENTILATION, AND AIR CONDITIONING A. SCOPE OF WORK 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: A. HVAC UNITS, EQUIPMENT, AND APPURTENANCES (UNLESS NOTED OTHERWISE). DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. CURBS, ROOFING, AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS). CONDENSATE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). TESTING, ADJUSTING, AND BALANCING. B. C. D. E. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL VISIT THE JOBSITE AND EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE AND CONFRONTATIONS. B. HVAC EQUIPMENT 1. PRIMARY HEATING AND AIR CONDITIONING UNITS ARE TO BE FURNISHED BY THIS CONTRACTOR AS SCHEDULED UNLESS NOTED OTHERWISE. REFER TO PLANS FOR REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER WARRANTY. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 3. EQUIPMENT SHALL BE INSTALLED AND STARTUP PERFORMED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. C. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT AND APPROVAL BY THE GENERAL CONTRACTOR. A SKETCH MUST BE SUBMITTED INDICATING SIGNIFICANT DEVIATIONS FROM DESIGN AND MUST BE APPROVED BY ARCHITECT PRIOR TO FABRICATION OR INSTALLATION. 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE ENFORCED, (I.E. UMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS. 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: 2" W.G., POSITIVE RETURN AND EXHAUST DUCTS: 2" W.G., NEGATIVE EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANT OF THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: CLASS B - 3" W.G. RETURN AND EXHAUST DUCTS: CLASS C - 2" W.G. 4. IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE APPROVAL. 5. ROUND AND FLAT OVAL DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCK SEAM CONSTRUCTION. ROUND DUCTWORK SIZES 12" DIAMETER AND SMALLER IN CONCEALED AREAS MAY BE SNAP -LOCK CONSTRUCTION. ALL SNAP -LOCK SEAMS SHALL BE SEALED AS DESCRIBED IN THESE SPECIFICATIONS. DUCT AND FITTINGS SHALL BE G90 GALVANIZED STEEL CONFORMING TO ASTM A -653 AND A -924. ALL FITTINGS THAT ARE SPOT WELDED OR BUTTON PUNCHED CONSTRUCTION SHALL BE INTERNALLY SEALED. ROUND DUCTWORK MAY BE SPIROSAFE SELF SEALING DUCT SYSTEM AS MANUFACTURED BY LINDAB OR AN APPROVED EQUAL BY UNITED MCGILL, SEMCO OR SPIRO. 6. AS A MINIMUM, CROSS BREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8" WIDE X 3/16" DEEP ON 12" CENTERS TO PREVENT VIBRATIONS, REGARDLESS OF DUCT GAUGE. 7. INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES IN ALL 90 DEGREE ELBOWS OVER 36" IN LENGTH. INSTALL FACTORY MANUFACTURED SINGLE THICKNESS TURNING VANES IN ALL OTHER ELBOWS. 8. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES. 9. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1- 1/2 "X1 -1/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. 10. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS- FIBER - FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANT BY UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE ACCEPTED IN LIEU OF TAPE. 11. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 12. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 13. PROVIDE ACCESS TO ALL MOTORIZED ZONE DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED IT MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS WHEN WITHIN 3' -0" OF DEVICE. 14. WHERE DUCTWORK SIZE IS LARGER THAN CONNECTED DEVICE (I.E. DIFFUSER, REGISTER) SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE JUST PRIOR TO DEVICE CONNECTION. D. FLEXIBLE CONNECTIONS 1. FLEXIBLE COLLARS SHALL BE FURNISHED AND INSTALLED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ROOFTOP UNITS, ETC.) AND DUCTS OR CASINGS. ALSO, FURNISH AND INSTALL FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. E. FLEXIBLE AIR DUCT 1. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. 2. FLEXIBLE AIR DUCT SHALL BE ATTACHED PER DETAILS. FLEXIBLE AIR DUCT MAY ONLY BE USED IN CONCEALED VERTICAL APPLICATIONS WITHOUT PRIOR APPROVAL FROM ARCHITECT UNLESS NOTED OTHERWISE. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5' -0" IN LENGTH AT ANY ONE LOCATION. F. SUPPLY AIR TAKE -OFF FITTINGS 1. FURNISH AND INSTALL CONICAL OR "BELL - MOUTH" TAKE -OFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND DETAILS. G. DAMPERS 1. FURNISH AND INSTALL MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. H. DUCTWORK INSULATION 1. FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A 2. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE DUCTWORK SIZES AS REQUIRED FOR INTERNALLY LINED DUCTWORK TO MAINTAIN INSIDE CLEAR DIMENSIONS. 3. ALL SUPPLY AND RETURN DUCTWORK WITHIN 15 FEET OF THE AC UNIT SHALL BE INTERNALLY LINED. INTERNAL LINING SHALL BE 1 -INCH THICK, 1- Y2 LB DENSITY LINER. UNER SHALL HAVE A COATED SURFACE EXPOSED TO AIR STREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL FASTENERS AS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT LINER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES SHALL BE COATED WITH ADHESIVE. 4. FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 5. INSULATE ALL OF THE FOLLOWING DUCTWORK: A. CONCEALED SUPPLY DUCTWORK THAT IS NOT INTERNALLY LINED. B. UNTREATED OUTSIDE AIR DUCTWORK LOCATED WITHIN THE INTERIOR. C. EXTERIOR SUPPLY & RETURN DUCTWORK. INSULATION SHALL BE 1 -1/2" REINFORCED FOIL FACED, VAPOR SEALED FIBERGLASS. INSTALLED THERMAL RESISTANCE (DEG F -SQ FT -HR /BTU) SHALL BE AT LEAST 4.5 FOR INTERIOR DUCTWORK AND 6.5 FOR EXTERIOR DUCTWORK, OR AS REQUIRED BY LOCAL CODES, WHICHEVER IS MORE STRINGENT. PROVIDE EXTERIOR DUCTWORK INSULATION WITH WEATHERPROOF JACKETING. 6. ALL INSULATION AND LINING SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. END OF SECTION 15500 SECTION 15590 TESTING, ADJUSTING AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE PERFORMED BY AN IN DEPENDANT TEST AND BALLANCE CONTRACTOR (TABC) HIRED BY G.C. 2. TESTING, ADJUSTING, AND BALANCING REPORT MUST BE COMPLETE AND TURNED OVER TO THE OWNER 1 WEEK PRIOR TO MERCHANDISING DATE. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS WITH THE G.C. TO ALLOW ADEQUATE TIME FOR TABC TO COMPLETE THEIR WORK. 3. THE HVAC CONTRACTOR SHALL COMPLETE THE AIR BALANCE REVIEW START -UP VERIFICATION CHECKLIST BELOW AND FAX A COPY AS NOTED TO TABC. A COPY SHALL ALSO BE PROVIDED TO THE OWNER AT THIS TIME. IF ALL SYSTEMS ARE NOT OPERATIONAL AT THE TIME OF BALANCING, IT SHALL BE THE HVAC CONTRACTOR'S RESPONSIBILITY TO PAY ALL COSTS ASSOCIATED WITH THE ADDITIONAL TESTING AND BALANCING INCLUDING ALL LABOR, TRAVEL EXPENSES, MEALS, HOTEL COSTS ETC. INCURRED BY TABC. 4. THE HVAC CONTRACTOR SHALL BE PRESENT FOR AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE. HVAC CONTRACTOR SHALL INSTALL A NEW SET OF FILTERS AT HVAC UNITS JUST PRIOR TO PROJECT TURNOVER. END OF SECTION 15590 b ).-%w &Li RECEIVED MAY 112012 PERMIT CENTER O U) S 0 • 1- CP a) 2 as 03 � am: H ea M t: =rte NO. REVISIONS B1 MAY 07, 2012 SET ERIC MARQUART ❑ GREG ENDOM ❑ `TEVE HIGGINS ❑ p AC! ES ENGINEERING 111W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 MECHANICAL SPECIFICATIONS JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED SR ftettilft6) OF 1/ SHEET MO.2 SHEETS rTh 07 RECEIVING OFFICE 09 08 LOCK -UP IIREAK ROOM STORAGE CORRID R 0 TOR EA I♦1, ■Ii1III'1 II h: NININNVOZO NI ii IIf-m =1r D -1 100 6"95 WOMEN —Loji MEN 00 01 21338 „0 —,tr X „9 —,8 SERVICE COUNTER /!1. lie' k 01 AiiNAY ♦ ♦ ' U0 7 V ♦ tG TASTING -T - - - - jm ® MI PT•H 1 I I i i I I i I I G -1 , I_ i , DISPLAY — i i inn I :I 1 I I I . ► I 1 1 1 I . 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SEE DETAIL 8/M6.1. 02 SUPPLY CEILING DIFFUSER, SEE DETAIL 2/M6.1. 03 (E) SUPPLY AIR DUCT RISER TO REMAIN. ® (E) RETURN AIR DUCT RISER TO REMAIN. 05 (N) EXPOSED DUCTWORK, ROUTED IN BETWEEN EXISTING PURLINS. MECHANICAL CONTRACTOR SHALL INSTALL PHOSPHATIZED OR "PINTGRIP" GALVANIZED SHEET METAL IN ALL AREAS THAT WILL BE PAINTED. COORDINATE ROUTING OF DUCTWORK WITH LIGHTING FIXTURES SUPPORTS AND EXISTING PIPING. OFFSET AS NEEDED. TYP. ® (N) WALL MOUNTED THERMOSTAT ® 48" AFF. 70 (N) CEILING MOUNTED EXHAUST FAN. ® TRANSFER AIR DUCT. MOUNTED HIGH AGAINST CEILING. GRILLES AT BOTH SIDES OF WALL. 0 (N) DUCT MOUNTED TEMPERATURE SENSOR ® RETURN AIR DUCT. 10 (N) SMOKE DETECTOR IN THE RETURN AIR DUCT, TO SHUT DOWN HVAC UNIT UPON SMOKE DETECTION. 11 (N) CO2 SENSOR ® 60" AFF. 12 8 "4 EXHAUST DUCT UP TO ROOF JACK ON THE ROOF. 13 (N) SUPPLY AIR DUCT RISER UP THRU ROOF TO RTU -4. 14 (N) RETURN AIR DUCT RISER UP THRU ROOF TO RTU -4. GENERAL NOTES 1.) HEIGHT OF MECHANICAL DUCTS AND UNITS TO BE 15' -0" ABOVE FINISHED FLOOR OR HIGHER. VERIFY CLEARANCE AND CONTACT ARCHITECT IF NOT FEASIBLE. RECEIVED MAY 112012 PERMIT CENTER � ,-,7",, x e t k � tC'� � +„ ,1-14:4,, �e � hwi ..af b-Y. t ii '- 1250 45th Street, Suite 340 '` . Emeryville, CA 94608 ` Tel : 5 i 0.428.2491 ' Fax :51.0.428.9491 j u 1 � la, Washirigton tivww.hayashida- architects.cotn ERIC MARQUART ❑ GREG ENDOM p STEVE HIGGINS ❑ ACTS ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 MECHANICAL FLOOR PLAN JOB NO. 11 4360 20 DATE DRAWN MP CHECKED SR U C2) r i H �1 MECHANICAL ROOF PLAN 2, SCALE: 1/8" = r KEYED NOTES 0 (E) ROOFTOP PACKAGED HEAT PUMP UNIT TO BE RE —USED. 0 (N) TOILETS EXHAUST ROOF JACK. LOCATE AT LEAST 10' -0" AWAY FROM OUTSIDE AIR INTAKE OPENINGS. ® (E) RA DUCT DOWN THRU ROOF. ® (E) SA DUCT DOWN THRU ROOF. ® (N) ROOFTOP PACKAGED HORIZONTAL DISCHARGE HEAT PUMP UNIT. ® (N) 22 "X18" RA DUCT DOWN THRU ROOF. 07 (N) 22 "X18" SA DUCT DOWN THRU ROOF. ® DUCT SUPPORTS PLACING PER SMACNA REQUIREMENTS. TYP. Og (N) CONDENSING UNIT FOR WALK —IN BOX. FINAL LOCATION ON ROOF TO BE VERIFIED AND COORDINATED WITH BEVMO REP HoLii RECEIVED MAY 112012 PERMIT CENTER ' ;',-,-.,1:4-',..f:.,.ri,,,- k-6:',.'''.:'''':,':-rj,:&.•!' ' .' '-''' `,.‘'' ''' ':,''''':",.. 'rV :`, '41::‘'.;:,?•-.T=•,. • ',=;:',."•.-k-i''''t...I'l.'•,;;r1::;')1‘-•1•.;; ' : — '?•'3:•;r 4,„,:',7i. ?:i,c;cFit.- • Al Vet' , ,;1: ..‘i'!"•`.'4 '",-,.,`,.',- ''.6-:,---,•• z:',',[•";,:,;:pt, f,„. _.„. ‘,,,,,,;•,,,,,,,,,..14.1,,,I,, ,,,,41.:,),tv ,,.,,,..,..i.i,:•;;.:_., n• 1 ' -4,•Ip..,!,*;:!,p rt,' 4,;`,;':,e71,i`f.;;(,''.•' '''';'+,..46,1';:t , 1.,T ,i''Y,... ' , ' ' '=,:n1T' '1:',:''.'",:';'-',.r-- j, `'';`' ' ''',1::,', :4, ``I'''-',F 1250 45th Street, Suite 340 Emeryville, CA 94608 Tel :510.428.2491 Fax:510.428.9491 w)Arw.hayashida-arehitects.corn . , ,,, E O 3 ao 2 CM isc Cra 115 NEN E 0 (I) dNi - m 8rpi ERIC MARQUART ❑ GREG ENDOM ❑ STEVE HIGGINS ❑ ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 MECHANICAL ROOF PLAN JOB NO. 11 4360 20 DATE DRAWN CHECKED SR MP ROOFTOP UNIT AS SCHEDULED 3/4 " CD ROOF FLEX CONNECTIONS TYP. VIBRATION ISOLATORS PRESSURE TREATED WOOD SLEEPERS. CONDENSATE DRAIN SECURE TO STRUCTURE. ROOF STRUCTURE REFER TO MECH PLAN FOR DUCT SIZES, TYP. FRAMING SUPPORT FOR PENETRATIONS BY G.C. TYP. 3/16" V 4 "x6" No. 1 CALIFORNIA REDWOOD TO SPAN BETWEEN EXISTING PURLINS MINERAL CAP SHEET SET IN 30 #/100 SQ. FT. HOT ASPHALT (12 "x12 ") 7--- 2 "x2 "x3/16" ANGLE 3/16" FILLET WELD IS REQUIRED (TYP.) PLYWOOD SHEATHING �1111111JAI(t((tttttt� 3 "x6 "x1 /4" PLATE p3/8 "x5" LAG BOLTS 2 "x4 "x6" SHIM BLOCK UNDER SLEEPER SET IN 20 #/100 SQ. FT. HOT ASPHALT WI BITUMINOUS FLASHING (OWENS CORNING "DURBIGUM ") DUCT CONSTRUCTION MINIMUM SHEET METAL THICKNESSES RECTANGULAR DUCTS MAXIMUM SIZE (INCHES) STEEL (MINIMUM THICKNESS, NOMINAL) ALUMINUM (MINIMUM THICKNESS, NOMINAL) THROUGH 12 13 THROUGH 30 31 THROUGH 54 55 THROUGH 84 OVER 84 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) 0.020 INCH (N0. 24 B &S GAGE) 0.025 INCH (NO. 22 B &S GAGE) 0.032 INCH (N0. 20 B &S GAGE) 0.040 INCH (NO. 18 B &S GAGE) 0.051 INCH (NO. 16 B &S GAGE) ROUND DUCTS MAXIMUM SIZE (INCHES) SPIRAL SEAM DUCT LONGITUDINAL SEAM DUCT FITTINGS STEEL (MINIMUM THICKNESS, NOMINAL) STEEL (MINIMUM THICKNESS, NOMINAL) STEEL (MINIMUM THICKNESS, NOMINAL) THROUGH 12 13 THROUGH 18 19 THROUGH 28 29 THROUGH 36 37 THROUGH 52 0.019 INCH (26 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) 0.022 INCH (26 GAGE, GALV.) 0.028 INCH (24 GAGE, GALV.) 0.034 INCH (22 GAGE, GALV.) 0.040 INCH (20 GAGE, GALV.) 0.052 INCH (18 GAGE, GALV.) I 12" CONICAL ROOF CAP WITH CAULKED JOINTS. DIM. SHALL MATCH DUCT SIZE SHOWN ON PLANS 26 GA. G.I. FLASHING OVER 4" CONT. CANT STRIP BY ROOFING CONTRACTOR. 16 GA. CHANNEL 12" HIGH X 2" DEEP PLUS WOOD CURB. WOOD ROOF STRUCTURE STRUCTURAL SUPPORTS. REFERENCE STRUCTURAL DRAWINGS. DUCT DOWN TO EXHAUST FAN HORIZONTAL RTU NTS 9 DUCT SUPPORT ON ROOF NTS 7 SHEET METAL GAGES NTS 4 ROOF JACK DETAIL NTS FLEXIBLE CONNECTION EXHAUST DUCT SECURE TO STRUCTURE 1 1/2"x1 1/2"x16 GAGE DIAGONAL BRACE GRILLE FURNISHED WITH FAN PROVIDE NEOPRENE ISOLATOR PADS ANGLE MOUNTING BRACKET FURNISHED WITH FAN CEILING NOTES: REGISTER CONTAINS CONTROL AT GRILLE GRILLE FLANGES MUST COVER DUCT FLANGES SEE FLOOR PLAN DRAWINGS FOR DUCT SIZE AND LOCATION OF REGISTERS AIR FLOW ADJUSTABLE VOULE DAMPER AIR FLO DUCT AIR EXTRACTOR (WHEN REQUIRED) SUPPLY REGISTER, SURFACE MOUNT TO DUCT ROUND SPIRAL AIR DUCT SUPPLY REGISTER CEILING EXHAUST FAN DETAIL NTS 10 DUCT -MOUNT SUPPLY REGISTER NTS 8 THESE TWO HANGERS ARE FOR DUCTS 25" & LARGER (MAY BE USED ON SMALLER DUCTS) 3/8" DIA. ROD OR 1"X16 GA. HANGER STRAP (TYP.) NUT & LOCKNUT 1-1/8"X12 GA. SPLIT RING COLLAR AROUND DUCT 1"X16" GA. HANGER STRAP (TYP.) 30 "MAX. NOTES: SHEET METAL SCREWS (TYP.) 1. REFER TO SPECIFICATIONS FOR HANGER SPACINGS. 1/4" BOLT, NUT & STAR WASHER (TYP.) THIS HANGER IS FOR DUCTS 24" DIA. & SMALLER 2" MAX. 1"X16 GA. CONTINUOUS HANGER STRAP (TYP.). EACH STRAP ADJACENT TO ONE ANOTHER AT HANGER LOCATION (TYP.) ROUND DUCT HANGER 3/8" DIA. ROD OR 1"X16 GA. HANGER STRAP 1 "X16 GA. HANGER STRAP ior 1"X18 GA. STRAP OVER DUCT (TYP.) OVAL /RECTANGULAR DUCT HANGER 2. ATTACHMENTS TO OVERHEAD STRUCTURE SHALL BE MADE IN ACCORDANCE WITH STRUCTURAL ENGINEER'S REQUIREMENTS AND WEIGHT LIMITATIONS. ALL ATTACHMENT METHODS TO STRUCTURE SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW. 3/8" BOLT, NUT & STAR WASHER 1"X16 GA. CONTINUOUS COLLAR DRAWN TIGHT AROUND DUCT 2 "X2 "X1 /8" ANGLE TOP & BOTTOM OVER TRIM 045: ANGLE (TYP.) EQUALIZING GRID PERPEND TO STUB DUCT. FULL SIZE OF DIFFUSER CAP. HEIGHT FROM DIFFUSER NECK TO STUB CNTRLN. FABRICATE FROM 22GA PERF SHT MTL (3/16" HOLES ON 1/4 " CNTRS). NOTES: SHOP FABRICATED SHT MTL CLG DIFUSSER CAP NET INSIDE DIM. SAME AS DIFFUSER NECK ROUND INSUL STUB DUCT SAME SIZE AS FLEX DUCT OPPOSED BLADE DAMPER TITUS AG -75 OR EQUAL BY G.C. WHEN REQ'D FLEX DUCT CLAMP FLEX DUCT. PULL INSIDE LINER TAUT CLG DIFFUSER. FASTEN TO CAP W/ SHT MTL SCREWS, MIN ONE PER SIDE. TYPICAL SUSPENDED LAY —IN CEILING 1. PROVIDE SUPPORT FOR DIFFUSER & CAP PER CODE. 2. EQUALIZING GRID REQ'D ON SUPPLY AIR DIFFUSERS ONLY. DUCT SUPPORT DETAILS NTS 5 CEILING DIFFUSER DETAIL NTS 2 -1/2W USE THIS DESIGN ELS ARE SHOWN ON PLANS WHERE ROUND 90° ROUND 90' ELBOWS TURNING VANES, SEE DETAIL ON THIS SH ET SE THIS DESIGN WHERE SQUARE 90' ELBOWS ARE SHOWN ON PLANS OR IF SPACE CONDITIONS DO NOT PERMIT INSTALLATION DETAIL SQUARE 90' ELBOWS CONSTRUCTION OF 90' ELBOWS TURNING VANES, SEE DETAIL ON THIS SHEET USE THIS DESIGN WHERE ROUND 45' ELBOWS ARE SHOWN ON PLANS ROUND 45' ELBOWS SQUARE SE THIS DESIGN ROUND WHERE ROUND 45' ELBOWS ARE SHOWN ON PLANS RECTANGULAR DUCT ----..,,.,,,r, INSTALLATION NOTES SLOPE NOT TO EXCEED 1" IN 4" ROUND DUCT TYPICAL RECTANGULAR TO ROUND TRANSITION SLOPE NOT TO EXCEED 1" IN 4" r 1 TYPICAL RECTANGULAR TRANSITION OF TURNING VANES 1. ALL DUCTS SHALL BE CONSTRUCTED AND ERECTED IN A NEAT AND WORKMANLIKE MANNER. MAIN 45' ELBOWS CONSTRUCTION OF 45' ELBOWS IAR LP TURNING VANES, —' SEE DETAIL ON THIS SHEET "W" 2. DUCT SHALL BE CONSTRUCTED OF THE WEIGHTS, GAGES AND MATERIAL SHOWN IN THE SCHEDULE ON THESE DRAWINGS. 3. THE DIMENSIONS SHOWN FOR ALL DUCTS SHOWN IN PLAN GIVE THE WIDTH FIRST AND THEN THE HEIGHT. DUCT RISERS SHOULD BE SUPPORTED BY ANGLES AT EVERY FLOOR. AIR TURN SHALL BE INSTALLED IN ALL ABRUPT ELBOWS TO PREVENT TURBULENCE. DUCTS SHALL BE SECURELY ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. DIVERGING TRANSITION PIECES SHALL BE MADE AS GRADUAL AS POSSIBLE. 8. INSTALL FIRE DAMPERS IN ACCORDANCE WITH UL 555. 9. ACCESS PANELS SHOULD BE PLACED BEFORE AND /OR AFTER EQUIPMENT INSTALLED IN THE DUCT. DUCT AREA SHOULD NOT BE DECREASED MORE THAN 10% WHEN OBSTRUCTIONS CANNOT BE AVOIDED, AND THEN A STREAMLINED FITTING SHOULD BE USED. 11. FLEXIBLE FABRIC CONNECTIONS (OR EQUAL) SHOULD BE USED ON BOTH INLETS AND OUTLETS OF ALL FANS AND AIR HANDLING UNITS. 12. JOINTS AND SEAMS OF SUPPLY DUCTS SHALL BE FASTENED SECURELY AND MADE AIR TIGHT. BRANCH 4' ,. W,. 5. 6. 7. BRANCH TAKE OFF MAIN —\ /—BRANCH 10 SQUARE BRANCH TAKE OFF CONSTRUCTION OF BRANCH TAKE OFF FROM MAIN SMOKE DETECTOR SYSTEMS SUPPLYING AIR IN EXCESS OF OF 2000 CFM SEE ROOFTOP UNIT SCHEDULE FOR UNIT IDENTIFICATION (N) CIRCUIT BREAKER OR FUSED DISCONNECT (N) 208V /3ph /60hz O R.A. SMOKE DETECTOR 8— CONDUCTOR CABLE REMOTE SENSOR IN THE RETURN AIR DUCT (N) (N) 0 0 0 w J -J z 0 0 --0 (E) THERMOSTAT INSIDE THE (N) RECEIVING'S OFFICE 115V/1 ph /60hz LIGHT SWITCH EXHAUST FAN. RESTROOMS SYMBOL DESCRIPTION B1 POWER WIRING BY ELECTRICAL CONTRACTOR MAY 07 2012 PERMIT SET — — LOW VOLTAGE BY TEMPERATURE MECHANICAL CONTRACTOR 0 FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR 0 FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR 1. THIS DRAWING IS FOR COORDINATION ONLY. 2. MECHANICAL CONTRACTOR TO PROVIDE DETAILED WIRING DIAGRAMS OF ALL HVAC EQUIPMENT FOR REVIEW AND COORDINATION WITH ELECTRICAL CONTRACTOR. 3. THE FINAL CONNECTION AND SUPERVISION OF ALL CONTROL WIRING AND INTERLOCK WIRING SHALL BE THE RESPONSIBILITY MECHANICAL CONTRACTOR. 4. MECHANICAL CONTRACTOR SHALL INCLUDE IN HIS BID ALL THE WORK PRESENTED ON THIS DRAWING. D11— Holi MAY 112012 PERMIT CENT DUCT CONSTRUCTION DETAILS NTS 6 CONTROL DIAGRAMS NO. REVISIONS B1 MAY 07 2012 PERMIT SET ERIC GREG `TEVE MARQUART ❑ ENDOM ❑ HIGGINS • ACIES ENGINEERING 111W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info@acies.net Copyright © 2012 MECHANICAL DETAILS & CONTROLS JOB NO. 11 4360 20 DATE 07/18/11 DRAWN MP `CHECKED SR SHEET M6.1 SHEETS PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION ROUGH-IN ' REMARKS W V CW HW GAS MS -1 MOP SINK 3" 2" 3/4" 3/4" _ FLORESTONE; MODEL: MSR -2424 MOLDED MOP RECEPTOR, 24 "X24 "X10 "H. "CHICAGO FAUCET" #897 -RCF, ROUGH CHROME PLATED SOLID CAST BRASS CONSTUCTION. ATMOSPHERIC VACUUM BREAKER SPOUT WITH PAIL HOOK, WALL BRACE, 3/4" MALE GARDEN HOSE THREAD OUTLET, 2 -3/8" METAL LEVER HANDLES WITH HEIGHT POINT TAPERED BROACH AND SECURED COLOR CODED INDEX BUTTONS. INLET SUPPLY ARMS WITH ADJUSTABLE CENTERS FROM 7 -5/8" - 8 -3/8 ". THREE COMPARTMENT BAR SINK S -1 HAND SINK 2" -1/2" 1/2" 1/2" - ADVANCE TABCO, MODEL# 7- PS -EC; 10 "X14 "X5 "D; WALL MOUNTED, HEAVY GAUGE TYPE 304 STAINLESS STEEL; HAND SINK WITH FAUCET SET. NOTE: SINK SIZE, CONTROLS AND INSTALLATION SHALL CONFORM TO ACCESIBILITY REQUIREMENTS PER CBC SEC. 1115B.2.1.6.2 AND FIG. 11B-1D. 1 S -2 3 COMPARTMENT SINK 3" 2" 1/2" 1/2" - KROWN1. MO-D1=L# KROB -5102; 12'" LENGTH X 21" WIDE; BOWL SILL 18" "X12 ". FAUCET: T &S MODEL #B - 0230 -LN; 8" C/C WALL MOUNT MIXING FAUCET W/1/2" NPT FEMALE ECCENTRIC INLET FLANGES. LEVER HANDLES. NOZZLE: T &S MODEL 062X; 12 SWING NOZZLE - S -3 3 COMPARTMENT BAR SINK 3" 2" 1/2" 1/2" - InOWNE MODEL# K B -8001; 60" LENGTH, BOWL SIZE 10 "'X14" "X10", 12 "" LEFT AND RIGHT DRAIN BOARDS. FAUCET: T &S MODEL #B - 0230 -LN; 8" C/C WALL MOUNT MIXING FAUCET W /3" NPT FEMALE ECCENTRIC INLET FLANGES. LEVER HANDLES. NOZZLE: T &S MODEL #062X; 12 SWING NOZZLE MODEL EWH -1 ELECTRIC WATER HEATER 1 "DRAIN - 3/4" 3/4" - A.O. SMITH, MODEL DSE- 30 -18, 18KW, RECOVERY RATE 105 GPH AT 70'F TEMP. RISE; 30 GAL TANK STORAGE CAPACITY, INSULATED & LINED. 208V- 3PH -60HZ. PROVIDE SEISMIC STRAPS. 3 HWRCP -1 HOT WATER RETURN CIRCULATING PUMP - - 3/4" - - GRUNDFOS UP15- 10B7 /T; 5 GPM AT 2.5 FTHD, 115V/0.55 AMPS /60WATTS, 1/25 HP, WITH TIME CLOCK, COORDINATE TIME SCHEDULING WITH THE OWNER. - FS -1 FLOOR SINK 3" 2" - - - ZURN, MODEL # Z1901- KC- 23( -2) FLOOR SINK W /A.R.E. INTERIOR & DOMES, DOUBLE DRAINAGE FLGE. W/ 1/2 GRATES. REMOVABLE BASKET. . -�-- WCO -1 WALL CLEANOUT VERIFY - - - - ZURN, MODEL # Z1468, TAPER THREAD PLUG WITH SQUARE FRAME AND COVER IN POLISHED CHROME IF- FCO -1 FLOOR CLEANOUT VERIFY - - - - ZURN, MODEL # Z1400, FLOOR CLEANOUT WITH WATER - GAS TIGHT ABS THREADED PLUG, ROUND STAINLESS STEEL ACCESS COVER. WHA -1 WATER HAMMER ARRESTER - . - 3/4" - - J.R.SMITH, MODEL #4031L -F, TAPER THREAD PLUG WITH SQUARE FRAME AND COVER IN POLISHED CHROME ET -1 EXPANSION TANK - - 3/4" - - AMTROL, MODEL # ST -5, 2.0 GALLONS, STEEL SHELL, POLYPROPYLENE LINER, BUTYL DIAPHRAGM, FACTORY PRECHARGE AT 40 PSIG, MAXIMUM OPERATING TEMPERATURE = 200'F, MAXIMUM WORKING PRESSURE = 150 PSIG. WC -1 WATER CLOSET ADA COMPLIANT 4" 2" 3/4" - - AMERICAN STANDARD, MODEL CADET 3 FLOWISE 2835.128 RIGHT HEIGHT ELONGATED TOILET. ADA COMPLIANT, TANK TYPE, ELONGATED BOWL, VITREOUS CHINA, HIGH EFFICIENCY TOILET, WATER CONSUMPTION 1.28 GPF, WITH #5284.016 ELONGATED EVERCLEAN SOLID PLASTIC SEAT AND COVER. LV -1 LAVATORY ADA COMPLIANT 2" 1 -1 /2" 1 /2" 1 /2" - AMERICAN STANDARD, MODEL DECLYN #0321.026. ADA COMPLIANT, WALL HUNG LAVATORY, VITREOUS CHINA, REAR OVERFLOW, SOAP DEPRESION. FAUCET: CHICAGO, MODEL #802- 665CP; CHROME - PLATED BRASS, DECK MOUNTED 4" CENTERS, AERATOR. TP -1 TRAP PRIMER - - 1/2" - - P.P.P. No. P -2 COPPER BODY WITH 1/2" TYPE "L" COPPER PIPE RECEPTOR. (INSTALL IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS). DF -1 DRINKING FOUNTAIN 2" -1/2" 1 /2" - - HAWS; MODEL:1119 "HI -LO" WALL MOUNTED BARRRIER FREE DRINKING FOUNTAIN, DUAL 14 GAUGE TYPE 304 STAINLESS STEEL SATIN FINISH BASINS WITH INTEGRAL 1 /4" STAINLESS STEEL MOUNTING PLATES, PUSH - BUTTON OPERATED VALVES WITH FRONT- ACCESSIBLE CARTRIDGE AND FLOW ADJUSTMENT, POLISHED CHROME - PLATED BRASS VANDAL - RESISTANT BUBBLER HEADS, POLISHED CHROME - PLATED BRASS VANDAL RESISTANT WASTE STRAINER, VANDAL RESISTANT BOTTOM PLATE STAINLESS STEEL SATIN FINISH BACK PANEL, HIGH AND LOW FOUNTAIN MOUNTING LEVELS, AND 1 -1/4" IPS TRAPS. WATER HEATER SIZING Fl XT. ID N QTY. DESCRIPTION GPH DEMAND PER FIXTURE TOTAL GPH DEMAND S -1 2 HAND SINK 5 10 S -2 1 THREE COMPARTMENT SINK 45 45 S -3 1 THREE COMPARTMENT BAR SINK 18 18 GW -1 1 GLASSWASHER 40.8 40.8 MS -1 1 MOP SINK 15 15 LV- 1 2 LAVATORY 5 10 - HOT WATER DEMAND (GPH) = 138.8 USAGE FACTOR = 0.7 TOTAL HOT WATER DEMAND (GPH) = 97.2 TEMPERATURE RISE ('F ) = 60 ELECTRICAL INPUT: 97.2 GPH X 8.34LB /GAL. X 60'F 14.53 KW 0.98 X 3415 BTUH /KW RECOMMENDED WATER HEATER WATER HEATER QUANTITY 1 MANUFACTURER A.O. SMITH MODEL DSE -30 -18 RECOVERY 105 GPH AT 70T TEMP. RISE ELECTRICAL INPUT 18 KW, 208V /3PH /60Hz STORAGE SIZE 30 GAL. WATER FIXTURE UNITS CALCULATIONS FIXTURE FIXTURE DESCRIPTION QTY. F.U. EACH F.U. TOTAL HW F.U. 7590 OF CW F.U. HW F.U. TOTAL WC -1 WATER CLOSET 2 2.5 5 - - LV- 1 LAVATORY 2 1 2 0.75 1.5 S -1 HAND SINK 2 1 2 0.75 1.5 S -2 3 COM. SINK 1 3 3 2.25 2.25 S -3 3 COM. BAR SINK 1 3 3 2.25 2.25 GW -1 GLASSWASHER 1 - - 3 3 MS -1 MOP SINK 1 3 3 2.25 2.25 DF -1 DRINKING FOUNTAIN 1 0.5 0.5 - - TOTAL FU 18.5 12.75 NOTES: 1. ALLOWABLE PRESSURE DROP = 4 PSI /100 FT OF PIPE 2. MAINTAIN A RESIDUAL PRESSURE OF NOT LESS THAN 15 PSI AT PLUMBING FIXTURES, ADJUST INLET PRESSURE REGULATOR AS REQUIRED. 3. MAXIMUM WATER VELOCITY IN PIPES SHALL BE 8 FPS FOR COLD WATER AND 5 FPS FOR HOT WATER SYSTEMS. 4. WATER SUPPLY FIXTURE UNITS ARE BASED ON 2009 UPC, APPENDIX A, TABLE A -2. WASTE FIXTURE UNITS CALCULATIONS FIXTURE FIXTURE DESCRIPTION QTY. EACH TOTAL NOTES WC -1 WATER CLOSET 2 4 8 - LV -1 LAVATORY 2 1 2 - S-1 HAND SINK 2 1 2 - S-2 3 COM. SINK 1 3 3 - S-3 3 COM. BAR SINK 1 3 3 - GW-1 GLASSWASHER 1 3 3 - FD-1 FLOOR DRAIN 1 2 2 - MS-1 MOP SINK 1 3 3 - DF -1 DRINKING FOUNTAIN 1 1 1 - TOTAL F.U. 27 PIPE TEE DOWN NOTES: 1. USE 4" SANITARY WASTE LINE & CONNECT TO (E) SANITARY SEWER SYSTEM. 2. DRAINAGE FIXTURE UNITS ARE BASED ON 2009 UPC, CHAPTER 7, TABLE 7 -3. GENERAL NOTES 1. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. 2. ALL DRAIN, WATER LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF EQUIPMENT & SECURED IN PLACE. 3. CONTRACTOR SHALL VERIFY THE LOCATION OF THE SANITARY SEWER ON THE SITE PLAN AND SHALL REVISE THE SEWER SYSTEM AS REQUIRED. 4. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 5. ALL VALVES, TRAP PRIMERS, WATER HAMMERS ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND AN ACCESS PANEL. 6. ALL PLUMBING FIXTURE VENTS TO TERMINATE A MINIMUM OF 12 INCHES FROM ANY VERTICAL SURFACE AND 10 FEET FROM ANY OUTSIDE AIR INTAKE. 7. ALL VALVES, UNIONS, ETC. TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. 8. INSTALLATION SHALL CONFORM TO THE ENERGY CODE FOR NEW NON- RESIDENTIAL BUILDINGS. 9. PRIOR TO COMMENCING WORK ON THIS PROJECT, CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL EXISTING UTILITIES IN FIELD BEFORE STARTING WORK. SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY. 10. CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR TO REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. 11. ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE & LOCAL ORDINANCES & REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK. ALL PLUMBING WORK & MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE LOCAL PLUMBING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPARTMENT OF BUILDING & SAFETY. OBTAIN & PAY FOR ALL PERMITS, FEES & INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. ALL PIPING TO BE CONCEALED UNLESS NOTED OTHERWISE. 12. THE EQUIPMENT ROUGH -INS AS SHOWN ARE BASED UPON AVAILABLE INFORMATION HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN, THEREFORE, THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY ON THE CONTRACTOR. 13. INSTALL SHUT -OFF VALVES ON ALL HOT & COLD WATER LINES TO FIXTURE OR APPLIANCE. 14. ENSURE THAT ANY PENETRATIONS MADE THROUGH THE COOLER /FREEZER UNIT ARE TO BE SEALED PROPERLY TO PREVENT WATER INFLATION. 15. ENSURE THAT ALL JOINTS, GAPS AND SPACES ALONG THE PERIMETER OF PLUMBING FIXTURES ARE TO BE SEALED WITH NSF APPROVED SEALANT TO WITHIN 1/32". ACCESSIBILITY NOTES 1. A CLEAR FLOOR SPACE 30" WIDE BY 48" LONG SHALL BE PROVIDED IN FRONT OF THE LAVATORY TO ALLOW A FORWARDS APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE & TOE SPACE UNDERNEATH THE LAVATORY. 2. HOT WATER & DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORIES. 3. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND Sc SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS /FT LEVER PUSH -TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN, SELF CLOSING VALVES ARE ALLOWED IF THE FAUCETS REMAIN OPEN FOR AT LEAST 10 SECONDS. PLUMBING LEGEND SYMBOL ABBREVIATION DESCRIPTION LOCATION CW COLD WATER PIPING ABS SOCKET AND SOLVENT- CEMENTED ABOVE GRADE BELOW GRADE HW HOT WATER PIPING (110 °F) WROUGHT COPPER ABOVE GRADE HWR HOT WATER RECIRCULATION PIPING BELOW GRADE INDIRECT WASTE S OR W SOIL OR WASTE PIPING BELOW GRADE ABOVE GRADE NOTE 1: REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. S OR W SOIL OR WASTE PIPING ABOVE GRADE S OR W NEW CONNECTION TO EXISTING WASTE PIPING - - V VENT PIPING CD CONDENSATE DRAIN PIPING CD ID INDIRECT DRAIN PIPING D WHA WATER HAMMER ARRESTOR - 0-- e P.O.C. POINT -OF- CONNECTION CAPPED 7 -III- UNION UP PIPE UP 0 DN PIPE DOWN J DN PIPE TEE DOWN C -IMF- SHUT -OFF VALVE CV CHECK VALVE -- . -�-- RED REDUCER -0-- PUMP �-- FCO /GCO FLOOR CLEANOUT OR GRADE CLEANOUT IF- WCO WALL CLEANOUT AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR BG BELOW GROUND (E) EXISTING (N) NEW NTS NOT TO SCALE IE INVERT ELEVATION QTY. QUANTITY V.I.F. VERIFY IN FIELD / FU FIXTURE UNIT PIPE MATERIAL SCHEDULE SERVICE PIPE FITTINGS LOCATION SOIL 8c WASTE ABS ASTM D 2661 SCHEDULE 40 ABS SOCKET AND SOLVENT- CEMENTED ABOVE GRADE BELOW GRADE HOT AND COLD WATER COPPER TYPE "L" HARD DRAWN WROUGHT COPPER ABOVE GRADE COPPER TYPE "K" HARD DRAWN WROUGHT COPPER BELOW GRADE INDIRECT WASTE COPPER TYPE "M" HARD DRAWN WROUGHT COPPER ABOVE GRADE NOTE 1: REFER TO SPECIFICATION FOR ADDITIONAL INFORMATION. DRAWING SCHEDULE SHEET NUMBER DESCRIPTION P0.1 LEGEND, GENERAL NOTES, SCHEDULES & CALCULATIONS P0.2 SPECIFICATIONS P1.1 PLUMBING PLAN P2.1 PARTIAL ENLARGED S., W. & V. PLUMBING PLAN P3.1 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN P4.1 ROOF PLUMBING PLAN P5.1 ISOMETRIC PIPING P6.1 DETAILS bi l(04 RECEIVED MAY 112012 PERMIT CENTER O E co Y CU ad 0. c y c= CD 2 CD • 2 0 m 'a o 43) dH� •- m s '0. REVISIONS BY MAY 07 2012 ERIC MARQUART GREG ENDOM `TEVE HIGGINS ❑ ❑ ❑ I. AC!ES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 LEGEND, GENERAL NOTES, SCHEDULES, & CALCULATIONS JOB Na 11 4360 20 DATE DRAWN MP `CHECKED SR i SPECIFICATIONS - SECTION 15400 PLUMBING 1.00 — GENERAL 1.01 DESCRIPTION OF WORK FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR AND /OR REASONABLY INCIDENTAL TO THE COMPLETION OF THE FOLLOWING WORK. A. SANITARY WASTE AND VENT PIPING SYSTEM INCLUDING CONNECTIONS TO BUILDING SEWER AS SHOWN. B. DOMESTIC HOT & COLD WATER SYSTEMS INCLUDING WATER HEATER, AND RELATED ACCESSORIES AND CONTROLS. CONNECTION TO BUILDING WATER AS SHOWN. C. PLUMBING FIXTURES, TRIM AND ACCESSORIES INCLUDING INSTALLATION AND SUPPORT. D. FLASHING AND SEALING OF ROOF AND EXTERIOR WALL PENETRATIONS FOR WATER TIGHTNESS. E. CAULKING. AND SEALING OF FLOOR AND WALL PENETRATIONS AND FORMED SHAFT PENETRATIONS. F. BACKING FOR SECURING FIXTURES, TRIM AND PIPING. G. ACCESS DOORS WHERE SHOWN OR REQUIRED BY CODE. H. HANGERS, SUPPORTS, AND GUIDES. I. CLEANUP OF DEBRIS AND FINAL CLEANUP OF DRAINS, FIXTURES AND EQUIPMENT. J. RECORD DRAWINGS AND OPERATING MANUALS. K. LICENSE, PERMITS AND ASSOCIATED FEES. L. CUTTING, DRILLING AND PATCHING FOR ALL SURFACES IN RELATION TO PLUMBING WORK. M. CONDENSATE DRAINS FROM HVAC EQUIPMENT 1.02 RELATED WORK INCLUDED UNDER OTHER SECTIONS A. SECTION 15500 — HVAC B. SECTION 16000 — ELECTRICAL 1.03 EXAMINATION OF SITE A. VISIT SITE BEFORE SUBMITTING BID AND CHECK LOCATION OF ALL EXISTING CONDITIONS WHICH WILL AFFECT THIS WORK, VERIFY DIMENSIONS AND LOCATIONS SHOWN ON DRAWINGS AND COVER ALL COSTS. CONTRACTOR SHALL ASSUME REASONABLE VARIATIONS OR MINOR OMISSIONS AND SHALL COMPLETE PROPOSED WORK WITHOUT ADDITIONAL COST. FAILURE TO VISIT SITE WILL NOT LESSEN RESPONSIBILITY OR ENTITLE ADDITIONAL COMPENSATION FOR WORK NOT INCLUDED IN PROPOSAL. 1.04 DRAWINGS A. THE ACCOMPANYING DRAWINGS SHALL BE CONSIDERED PART OF THESE SPECIFICATIONS. WORK AND MATERIALS SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS AND VICE VERSA SHALL BE EXECUTED AS IF SPECIFICALLY MENTIONED OR SHOWN IN BOTH. THE DRAWINGS SHALL BE CONSIDERED AS SCHEMATIC IN NATURE AND MINOR MODIFICATIONS OF THE WORK TO COMPLY WITH THE STRUCTURE AS FOUND SHALL BE MADE. 1.05 RULES AND REGULATIONS A. ALL WORK AND MATERIAL SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE STATE FIRE MARSHAL AND OTHER APPLICABLE STATE AND LOCAL RULES AND REGULATIONS. NOTHING IN THESE DRAWINGS OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. B. FURNISH WITHOUT ANY EXTRA CHARGE ANY ADDITIONAL MATERIAL AND LABOR WHEN REQUIRED TO COMPLY WITH THESE LAWS, ORDINANCES AND CODES REGARDLESS OF WHETHER SHOWN OR MENTIONED IN THESE SPECIFICATIONS OF DRAWINGS. 1.06 SUBMITTALS A. SUBMIT FOR REVIEW TO THE OWNER A COMPLETE AND ALL— INCLUSIVE LIST OF EQUIPMENT AND MATERIALS PROPOSED FOR USE (6 COPIES), ACCOMPANIED BY MANUFACTURER'S DATA SHEETS. DATA SHALL BE FORWARDED IN A SINGLE PACKAGE WRITTEN 15. DAYS AFTER AWARD OF CONTRACT. SUBMIT SIX BLUELINE PRINTS AND ONE REPRODUCIBLE SHOP DRAWING SHOWING PROPOSED PLUMBING INSTALLATION. INCLUDE SIZES, LOCATIONS AND OTHER REQUIRED INFORMATION TO COORDINATE INSTALLATION WITH OTHER TRADES. B. WITHIN 5 DAYS AFTER AWARD OF CONTRACT, SUBMIT 6 COPIES OF A LETTER STATING ANY MATERIALS THAT CONTRACTOR WISHES TO SUBSTITUTE, TO THE OWNER FOR APPROVAL. INCLUDE SUCH INFORMATION AS MANUFACTURER'S NAME, TYPE OF MATERIAL, CERTIFIED RATINGS, OVERALL APPEARANCE, AND NECESSARY INFORMATION TO EXPLAIN FUNCTION AND OPERATION OF MATERIAL. ALL PROPOSED SUBSTITUTIONS SHALL BE EQUAL IN QUALITY, DESIGN, UTILITY AND APPEARANCE TO MATERIAL, EQUIPMENT OR METHOD SPECIFIED. 1.07 AS— BUILT DRAWINGS A. SET OF PLUMBING PLANS WILL BE FURNISHED TO THE CONTRACTOR ON WHICH HE SHALL INDICATE THE INSTALLATION "AS— BUILT" AS THE WORK PROGRESSES. UPON COMPLETION OF THE WORK, A SET OR REPRODUCIBLE DRAWINGS SHALL BE OBTAINED FROM THE OWNER AT COST, AND ALL CHANGES AS NOTED ON THE RECORD SET OF PRINTS SHALL BE INCORPORATED THEREON. THIS SET OF REPRODUCIBLES, ALONG WITH ONE SET OF BLUEPRINTS, SHALL BE DELIVERED TO THE OWNER UPON COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE PROJECT. 1.08 GUARANTEE A. THE CONTRACTOR SHALL LEAVE THE ENTIRE INSTALLATION IN COMPLETE WORKING ORDER FREE FROM ANY DEFECTIVE MATERIAL, WORKMANSHIP OR FINISH. HE SHALL GUARANTEE TO REPAIR OR REPLACE, WITHOUT CHARGE, DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF FILING OF THE NOTICE OF COMPLETION. 1.09 OPERATION MANUALS AND OWNER INSTRUCTIONS A. PROVIDE COMPLETE OPERATION AND MAINTENANCE MANUALS COVERING ALL PLUMBING SYSTEMS AND EQUIPMENT THAT HAVE BEEN INSTALLED. THREE (3) COPIES OF THE MANUAL SHALL BE BOUND IN HARDBACK BINDERS. B. PROVIDE INSTRUCTIONS TO OWNER AS TO OPERATION OF ALL EQUIPMENT. INSTRUCTION PERIOD TO COMMERCE FOR MINIMUM OF (2) HOURS AND SHALL BE SCHEDULED AT OWNER'S CONVENIENCE. 1.10 CUTTING AND PATCHING A. THE CONTRACTOR SHALL DO ALL CUTTING, DRILLING AND PATCHING WHICH MAY BE REQUIRED FOR THE INSTALLATION OF THE WORK UNDER THIS SECTION OF THE SPECIFICATIONS. B. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL, AND FINISH AND SHALL MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TO THE OWNER. NO CUTTING OF THE STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNER. 2.00 — MATERIALS 2.01 PIPING A. UNDERGROUND SANITARY SOIL, WASTE AND VENT PIPING: SOLID WALL ABS PIPE, ASTM D 2661, SCHEDULE 40, ABS SOCKET FITTINGS, AND SOLVENT — CEMENTED JOINTS. B. ABOVEGROUND SANITARY SOIL, WASTE AND VENT PIPING: SOLID WALL ABS PIPE, ASTM D 2661, SCHEDULE 40, ABS SOCKET FITTINGS, AND SOLVENT— CEMENTED JOINTS. C. INTERIOR DOMESTIC WATER PIPING: 3" AND SMALLER — TYPE L HARD TEMPERED COPPER WITH SOLDER END FITTINGS. 95 -5 TIN AND ANTIMONY SOLDER JOINTING (LEAD— FREE). USE TYPE K FOR UNDERGROUND 2.02 PIPE FLASHINGS A. #4 LEAD WITH COUNTERFLASHING RING BY GLENCO, STONEMAN ENGINEERING OR APPROVED EQUAL. 2.03 VALVES A. GATE VALVES: RED & WHITE 204 OR EQUAL, 3" AND SMALLER. B. CHECK VALVES: RED & WHITE 238 OR EQUAL, 3" AND SMALLER. 2.04 PLUMBING FIXTURES AND TRIM: A. PLUMBING FIXTURES TO BE FURNISHED AND INSTALLED UNDER THIS CONTRACT. SEE PLUMBING FIXTURE SCHEDULE. 2.05 PIPE HANGERS AND SUPPORTS A. SUPERSTRUT, GRINNELL, OR APPROVED EQUAL. B. INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. 3.00 — INSTALLATION AND EXECUTION 3.01 GENERAL A. INSTALL ABS SOIL AND WASTE DRAINAGE AND VENT PIPING ACCORDING TO ASTM D 2661. INSTALL HANGERS FOR ABS PIPING WITH THE FOLLOWING MAXIMUM HORIZONTAL SPACING AND MINIMUM ROD DIAMETERS: — NPS 1 -1/2 AND NPS 2: 48 INCHES WITH 3/8 —INCH ROD. — NPS 3: 48 INCHES WITH 1/2—INCH ROD. — NPS 4 AND 5: 48 INCHES WITH 5/8 —INCH ROD. — NPS 6: 48 INCHES WITH 3/4 —INCH ROD. 3.02 SPECIAL REQUIREMENTS, RESPONSIBILITIES AND TESTING A. INSTALL PIPING GENERALLY LEVEL, FREE OF TRAPS AND UNNECESSARY BENDS, TO CONFORM WITH BUILDING REQUIREMENTS. PIPE TO BE FREE OF DEFECTS, AND INSTALLED TO AVOID ANY POSSIBLE GALVANIC ACTION BY ISOLATING DISSIMILAR METALS. B. TEST AND RECORD AVAILABLE DOMESTIC WATER PRESSURE IN STATIC AND DYNAMIC CONDITIONS. FOR DYNAMIC TESTING RECORD PRESSURE AND FLOW RATE IN GALLONS PER MINUTE. TRANSMIT THIS INFORMATION TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. C. PROVIDE ALL TESTS SPECIFIED HEREINAFTER AND AS OTHERWISE REQUIRED. PROVIDE ALL TEST EQUIPMENT, INCLUDING TEST PUMPS, GAUGES, INSTRUMENTS AND OTHER EQUIPMENT REQUIRED. PRESSURE GAUGES USED SHALL BE GRADUATED IN INCREMENTS NOT GREATER THAN 5 POUNDS PER SQUARE INCH. NO PLUMBING OR DRAINAGE SYSTEM OR PART THEREOF SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNLESS IT HAS BEEN SPECIFIED. CONDUCT ALL TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE, AND OBTAIN THE NECESSARY JURISDICTIONAL AUTHORITY INSPECTIONS. D. APPLY A WATER TEST TO THE WASTE, AND VENT SYSTEMS WHETHER IN ITS ENTIRETY OR IN SECTIONS; IF APPLIED TO THE ENTIRE SYSTEM, TIGHTLY CLOSE ALL OPENINGS IN THE PIPING EXCEPT THE HIGHEST OPENING, AND FILL THE SYSTEM WITH WATER TO THE POINT OF OVERFLOW. IF THE SYSTEM IS TESTED IN SECTIONS, TIGHTLY PLUG EACH OPENING EXCEPT FOR THE HIGHEST OPENING OF THE SECTION UNDER TEST, AND FILL EACH SECTION WITH WATER, BUT TEST WITH NO LESS THAN A 10' HEAD OF WATER. IN TESTING SUCCESSIVE SECTIONS, TEST AT LEAST THE UPPER 10' OF THE NEXT PRECEDING SECTION SO THAT NO JOINT OR PIPE IN THE BUILDING (EXCEPT THE UPPERMOST 10' OF THE SYSTEM) SHALL HAVE BEEN SUBMITTED TO A TEST OF LESS THAN A 10' HEAD OF WATER. KEEP WATER IN THE SYSTEM OR IN THE PORTION UNDER TEST FOR AT LEAST 24 HOURS BEFORE INSPECTION STARTS, WITH THE SYSTEM TIGHT AT ALL POINTS. E. DOMESTIC WATER SYSTEM SHALL BE TESTED AND PROVED TIGHT UNDER A PRESSURE OF NOT LESS THAN 150 PSI. PIPING MUST STAND THE TEST FOR A PERIOD OF 24 HOURS WITHOUT LEAKING. F. CHLORINATION OF THE DOMESTIC COLD AND HOT WATER PIPING SYSTEMS IN ACCORDANCE WITH STANDARD TESTING PROCEDURES AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. TESTING BY A FIRM SUCH AS BENNET— MARINE OR EQUAL. SUBMIT CERTIFICATE OF SATISFACTORY TEST RESULTS. G. UPON COMPLETION OF TESTING, CERTIFY TO THE ARCHITECT, IN WRITING THAT THE SPECIFIED TESTS HAVE BEEN PERFORMED AND THAT THE INSTALLATION COMPLIES WITH THE SPECIFIED REQUIREMENTS. 3.03 PIPING INSTALLATION A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS WILL NOT BE PERMITTED EXCEPT FOR BELL SHAPED COPPER BUSHINGS. B. INSTALL DIELECTRIC INSULATING UNIONS IN WATER PIPING BETWEEN COPPER PIPING AND FERROUS PIPING OR EQUIPMENT — EPCO, OR EQUAL. C. INSTALL EXPOSED POLISHED CHROME CONNECTIONS FROM FIXTURES OR EQUIPMENT WITH SPECIAL CARE. SHOW NO TOOL MARKS OR THREADS AT FITTINGS. D. CAP OPENINGS IN PIPING DURING CONSTRUCTION. E. PROVIDE 85% RED BRASS PIPE IPS, IN CONNECTION TO FAUCETS, FLUSH VALVES, HOSE BIBBS OR SIMILAR ITEMS REQUIRING RIGID PIPING. EXTEND BRASS PIPE FROM FIXTURE TO POINT WHERE PIPING CAN BE SECURELY FASTENED TO BUILDING CONSTRUCTION. ALL EXPOSED PIPING AND STOP VALVES IN CONNECTION TO FIXTURES SHALL BE CHROME PLATED BRASS. F. INSTALL UNIONS ADJACENT TO VALVES AND WHERE NECESSARY TO FACILITATE DISASSEMBLY OF PIPING. G. ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS WITH ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT SAME. CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE ACCEPTABLE TO THE ARCHITECT. H. SUPPORT PIPING INDEPENDENTLY OF EQUIPMENT TO WHICH IT IS CONNECTED. I. MAKE COPPER SOLDER JOINTS WITH 95/5 SOLDER, OR SILFOS; CLEAN SURFACES TO BE JOINED FREE OF OIL, GREASE, RUST OR OXIDES AND APPLY FLUX TO EACH JOINT BEFORE HEATING ASSEMBLY. J. ROUGH —IN AND MAKE FINAL CONNECTIONS TO ALL OTHER EQUIPMENT FURNISHED UNDER OTHER DIVISIONS, REQUIRING PLUMBING CONNECTIONS. b I (91-1 RECEIVED MAY 112012 PERMIT CENTER MIN L u) 17) c = 0 • .L 13) 2 RS (0) � E a, mg m N0. REVISIONS B, MAY 07 2012 ERIC GREG t STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ Jr ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 PLUMBING SPECIFICATIONS JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED sR J 0 0 RECEIVING OFFICE LOCK - - -UP STORAGE 14\ FTC- REAK ROOM 10 JANITOR AREA C-----,, B 15 SERVICE COUNTER —F4 CASHIER'S BOOTH (1 PLUMBING PLAN T1.1 SCALE: 1/8" = 1' -0" KEYED NOTES • 3" WASTE FROM FLOOR SINK TO NEAREST WASTE LINE. O 3" WASTE AND 2" VENT FROM FLOOR SINK. 0 2" VENT THRU ROOF; SEE DETAIL 9/P6.1. ® WALL CLEANOUT; SEE DETAIL 5/P6.1. 0 FLOOR SINK; SEE DETAIL 6/P6.1. 0 1 /2" COLD WATER TO TRAP PRIMER. SEE DETAIL 4/P6.1. PROVIDE 10 "X10" ACCESS PANEL FOR TRAP — PRIMING DEVICE. INSTALL TRAP PRIMING VALVE AT LEAST 12" ABOVE FINISHED FLOOR WITH BALL VALVE. O 1 /2 "CW PIPE TO TRAP PRIMER. EXTEND AS NEEDED AND CONNECT TO NEAREST CW LINE. Dig- -- vpti MAY 112012 CE 1 LR ■ E O 3 u) la) c = 0 a) zi an GS � O3 in as � Ca lig CD dti� N0. REVISIONS B1 MAY OR7MIT SE 12 ERIC GREG `TEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 PLUMBING PLAN JOB NO. 11 4360 20 DATE DRAWN MP \CHECKED SR SHEET P1.1 Of SHEETS fr r7 J 00000000 10 11 12 13 14 15 16 17 1s 19 20 21 01 ,17 ' ` „ 0_ , r RECEIVING OFFICE JAN 1 .AR 2� - 2" 4 "FCO e EWH -1 2" LOCK-UP STORAGE. 08 BREAK ROOM STOCK ROO 15 SERVICE COUNTER KEYED NOTES (S., W. & V.) 4" WASTE AND 2" VENT FROM WATER CLOSET. 3" WASTE AND 2" VENT FROM FLOOR SINK /DRAIN. 3" WASTE AND 2" VENT FROM MOP SINK. 3" WASTE AND 2" VENT FROM 3 —COMP SINK. VENT LINE UP TO CEILING. 2" WASTE AND 1 -1/2" VENT FROM HAND SINK. 2" WASTE AND 1 -1/2" VENT FROM DRINKING FOUNTAIN. EXTEND AS NEEDED AND CONNECT TO NEAREST WASTE LINE. VERIFY IN FIELD EXACT LOCATION, INVERT ELEVATION AND SIZE OF EXISTING WASTE LINE. 3" VENT THRU ROOF; SEE DETAIL 9/P6.1. VENT LINE UP TO 60" A.F.F. WALL CLEANOUT; SEE DETAIL 5/P6.1. FLOOR SINK; SEE DETAIL 6/P6.1. MOP SINK; SEE DETAIL 3/P6.1. 3/4" PTRV DRAIN FROM EWH -1 TERMINATE INDIRECTLY WITH 2" AR GAP ABOVE MOP SINK. PROVIDE ISLAND SINK VENTILATION. INSULATE CONDENSATE DRAIN LINE FROM COOLER EVAPORATOR. PROVIDE HEAT TRACING LINE TOWARD DRAIN WITH MINIMUM SLOPE OF 1/4" PER LINEAR FOOT RUN. VENT LINE ROUTED BELOW SLAB. 2" VENT THRU ROOF; SEE DETAIL 9/P6.1. 2" WASTE AND 1-1/2" VENT FROM LAVATORY. 3/4" CD DOWN FROM ROOF. 3/4" CD DOWN THRU WALL AND TERMINATE ABOVE FLOOR SINK VIA 2" AIR GAP. 1 2� J L13J TASTING PARTIAL ENLARGED S., W. & V. PLUMBING PLAN SCALE: 1/4" = 1' -0" TYP. 0 !f WOMEN .. MEN MAY 112012 CE,ITLR NO. REVISIONS B1 MAY PERMIT SE � 12 ERIC MARQUART GREG ENDOM `STEVE HIGGINS ❑ ❑ ❑ r ACIES ENGINEERING 111W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 PARTIAL ENLARGED S., W. & V. PLUMBING PLAN JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED SR REQUIRED SNEET P2.1 OF SHEETS 4, TP -1 0 3 ) RECEIVING OFFICE LOCK -UP STORAGE ( 4 l BREAK ROOM CORRIDOR S T00 K 0O vi 3/4 "J WC -1 WOMEN 10 AANIT OR AREA 0' HWRCP -1 FS -1 1/2" ET -1 (y EWH -1 0- _4— WC -1 66 00 0_L 6� SERVICE 01 COUNTER -FAST TASTING GENERAL NOTES (DOMESTIC WATER) 1. ALL VALVES ARE NOT SHOWN ON THE CONTRACT DOCUMENTS. PROVIDE VALVES WHERE REQUIRED TO ADEQUATELY SERVICE ALL PARTS OF SYSTEMS AND EQUIPMENT IN ADDITION TO THOSE SHOWN ON THE DRAWINGS. 2. ALL SINKS MUST HAVE MIXING FAUCETS, AND THE UTENSIL SINK A SPOUT LONG ENOUGH TO REACH EACH COMPARTMENT. C 0 C C O O 10 11 12 13 14 KEYED NOTES (DOMESTIC WATER) CW PIPE EXTEND AS NEEDED AND CONNECT TO NEAREST EXISTING CW LINE. DOMESTIC WATER PIPING ROUTED OVERHEAD. 3/4" COLD AND HOT WATER DOWN THRU WALL. 1/2" COLD AND HOT WATER TO 3— COMPARTMENT BAR SINK. 1/2" COLD AND HOT WATER TO HAND SINK. 1/2" COLD WATER TO TRAP PRIMER. SEE DETAIL 4/P6.1. PROVIDE 10 "X10" ACCESS PANEL FOR TRAP — PRIMING DEVICE. INSTALL TRAP PRIMING VALVE AT LEAST 12" ABOVE FINISHED FLOOR WITH BALL VALVE. 3/4" HOT WATER DOWN TO GLASSWASHER. EWH -1 ON PLATFORM ABOVE MOP SINK, SEE DETAIL 7/P6.1 & 8/P6.1. 3/4" COLD AND HOT WATER DOWN TO MOP SINK. 1/2" COLD AND HOT WATER TO 3— COMPARTMENT SINK. 1/2" COLD WATER TO DRINKING FOUNTAIN. BALANCING VALVE. 3/4" COLD WATER DOWN TO WATER CLOSET. 1 /2" COLD AND HOT DOWN TO LAVATORY. PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN SCALE: 1/4" = 1' -0" RECPA MAY 11 2012 pFv<A1111 CE `' pPPR REQUIRED ■ E O 3 i 0 � (1) aluge 11) .5 12 an e 2 M to' p �dH� MN I c 971: mg Ca 8 NO. REVISIONS BY MAYO � SE 12 ERIC GREG `STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ J ACI!5 ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 PARTIAL ENLARGED DOMESTIC WATER PLUMBING PLAN JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED SR SHEET P3.1 OF SHEETS A • r 0 3/4 "-0 0 J\1 It { RTU -4 RTU -3C)i 4 RTU -2 RTU —1 0 1 0 0 • • • (1\ ROOF PLUMBING PLAN \q.:y SCALE: 1/8" = i KEYED NOTES t� 3 /4 "CD DOWN THRU ROOF. SEE 1/P2.1 FOR CONTINUATION. 0 VENT THRU ROOF, SEE DETAIL 9/P6.1. ® CONDENSATE DRAIN TRAP; SEE DETAIL 10/P6.1. TYPICAL. ® EXISTING HVAC UNIT TO REMAIN. C MAY 112012 4 -I. CEi_I t 13. O 3 i am) � Cn c � 0 • 12 CD ,2 m �a CDX" H �a d is '� � cry m 0 rF NO. REVISIONS BY MAY 07 SET 2 ERIC GREG `TEVE MARQUART ❑ ENDOM • HIGGINS ❑ ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 ROOF PLUMBING PLAN JOB NO. 11 4360 20 DATE DRAWN MP CHECKED SR J 12 STOCK ROOM i FS -1 If 08 BREAK ROOM ^ 4.2» I ♦ ♦ 4 "FC0 wCo i 2 "(1 F.U.) DF -1 2 "(1 F.U. III 3 "VTR ♦I♦ 4)- -2 "(15 F.U.) 1 1 y /�/♦�♦ r2 "(14 F.U.) I ♦ • ♦ 2 "(10 F.U.) 2 "(4 I ♦ We -1 06 WOMEN 4 "(4 F.U. 1 ♦ k2"(3 t2"(4 F.U.) FS -1 1 ♦ 2 "(3 F.U.)-� ♦ ♦ r2 "(1 F.U.) 4 "(11 F.U. ♦ 1 3 "(3 F.U. S -2 III 2"VTR ,I• 2 "(1 F.U. "(15 F.U.) 4)- -2 "(12 F.U. ) 2 "(9 2 "(9 F.U. 4 "(27 F.U. 4 "(15 F.U. 2 "(2 F.U. S -1 1 1 1 I '' i' ck -2 "(3 F.U.) MS -1 10 JANITOR AREA 13 TASTING FD -1 3 "(3 F.U. -3"(2 F.U.) 3 "(3 F.U. 2 "(3 F.U. i ES -1 S -3 2 "(1 F.U. 2 "(1 F.U. "(18 F.U.) S -1 2 "(1 F.U. LV -1 4 "(5 F.U. i % 1 SOIL, WASTE & VENT ISOMETRIC PIPING T5.1 N.T.S. ♦ ♦ ♦ (c2, "(9 F.U.) ♦ 2 "(1 F.U.)- -c��Z♦ � I �'Cv -1 4 "(10 F.U. 2 "(4 4 "WCO I WC -1 4 "(6 F.U. 4 "(4 F.U. 05 MEN 12 STOCK 1/2„ ROOM TP -1 (1 FU)1 /2" [:ff 08 BREAK ROOM FS -1 BALANCING VALVE . ,• `4 F.U.) 1"(6 F.U.) AREA 3/4" / i i WHA 2.5 FU)3 /4" 3/4 "(3.5 F.U.) WC -1 06 WOMEN 2.25 F.U.)1 /2" 3 F.U.)1 /2" 1 F.U.)1 /2" 0.75 F.U.)1 /2" S -1 10.5 FU)3 /4" 10 JANITOR 13 3/4" ET -1 EWH -1 HWRCP -1 ♦ S -1 MS -1 WHA LV -1! J 3/4 "(3 F.U) 3/4 "(2.25 F.U) 0.75 F.U.)1 /2" 1 F.U.)1 /2" TP -1 2.25 F.U.)1 /2" 3 F.U.)1 /2" 3 F.U.)1 /2" 4 F.U.)1 /2" 1/ 2" 1 (0.75 )FU) 1 /2" 1 FU) 0.75 FU) 3/4 "(2.5 F.U.) 3/4 "(2.5 F.U.) 05 1"(8 F.U.) MEN 3/4 "(1.5 F.U.) 3/4" b 16/4 DOMESTIC WATER ISOMETRIC PIPING T_5, N.T.S. WC -1 2.5 FU)3 /4" MAY 112012 IV CE IL E O 3 (1) c L 46 • 1" an 8 2 X03 0 um d r �- m 8rg NO. REVISIONS B1 MAY 07 2012 PERMIT SET ERIC GREG `TEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ J r ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 ISOMETRIC PIPING JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED SR SHEET J PLUMBERS TAPE ANCHOR WITH 1/4" DIA. X 3" LAG SCREW WITH FLAT WASHER ON WOOD STUD WOOD STUD 2X4 STUD WALL. SEE STRUCTURAL DRAWING WATER HEAT EQUAL V LINE CONNECTING POINTS OF SUPPORT MUST PASS THOUGH WATER HEATER TANK AS SHOWN. #10 METAL SCREW TO STUD. TYP. FIRST STUD NOT BEHIND WATER HEATER ANCHORING DETAIL 2 "x6" 0 16 WOOD JOIST — TOP VIEW 1 /4 "0 X 3 LONG LAG SCREW TO (E) 2X STUD W /MIN. 2-1/2" EMBED. TYP. FLEXIBLE CONNECTION. SEISMIC STRAP ONE LOCATED AT UPPER 1/3 AND ANOTHER AT LOWER 1/3 OF TANK HEIGHT '4" PLYWOOD FLOOR OR 72" GLASSCRETE CEMENT BOARD OVER JOISTS 2x6 0 16 o.c. PLATFORM SEE PLAN STRUCTURAL DRAWINGS FOR SUPPORT TO WALL DETAIL 2" X 18 GAUGE STEEL STRAP ENCIRCLING TANK FROM FRONT 2x4 STUD 0 16 o.c. AND BACK. (E) WALL PRESSURE /TEMPERATURE RELIEF LINE LOCATED INSIDE WALL. LINE SHALL PENETRATE WALL AND TERMINATE 2" ABOVE MOP SINK. a N9" WALL MOP HOLDER 7• -0" MAX –0 " G.C. PROVIDED SPLASH GUARD MOP SINK FRONT VIEW NOT TO SCALE COLD WATER MAIN. 1 SHUT –OFF VALVE UNION 1/2" TRAP PRIMER VALVE TP -1 VACUUM BREATHER PORTS. FIN. FLOOR 1 /2" FS -1, SEWER GASES NOT TO SCALE TYPICAL PIPE HANGERS MAXIMUM PIPE /TUBING SUPPORT SPACING, FEET NOM. SIZE THRU 1" 1 11/4 11/2 2 21/2 3 4 MARQUART ❑ ENDOM ❑ PIPE 7 FT 7 7 9 10 11 12 14 TUBING 5 FT 6 7 8 8 9 10 12 NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. HANGER ROD, ATTACH TO STRUCTURE ADD SEISMIC BRACING AS REQUIRED ADJUSTABLE CLEVIS HANGER TYPE 1 IN SPECIFICATIONS 1/2" DIA. HANGER RODS [WITH 36" MAX. SPACING ON EACH CHANNEL CHANNEL OR 2 "x2 "x1/2" g� 1 1/2" 12 GAGE 1" MAX./ ANGLE SIDE VIEW TRAPEZE HANGER FOR UP TO 1000 LB. UNIFORM LOAQ NOT TO WALE WATER HEATER SEISMIC RESTRAINT DETAIL TRAP PRIMER DETAIL PIPE HANGER DETAIL CO PLUG (THREADED) 2' MIN. J, UNION— FAN STATIC PRESSURE TO FLOOR SINK 1" GRATER THAN HALF OF FAN TOTAL STATIC PRESSURE AC UNIT DRAIN PAN DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN TYPE "M" COPPER TUBING W/ WROUGHT COPPER FITTINGS NOT TO SCALE HWRCP– 1 3/4" HW SUPPLY TO SYSTEM 3/4" CW MAKEUP 3/4" HWR ET -1 MS -1 I TO SANITARY SEWER WI Ng _.__"NM= J r ASME COMBINATION TEMP & PRESSURE RELIEF VALVE RELIEF VALVE ELEMENT TO EXTEND INSIDE TANK TANK RATED FOR MIN. OF 125 PSI WORKING PRESSURE ELEVATED PLATFORM ABOVE MOP SINK RELIEF PIPING SAME SIZE AS RELIEF VALVE OUTLET SYSTEM AND TANK DRAIN NOT TO SCALE FLUSH COVER FIN. FLOOR CLEANOUT PLUG AND BODY, SEE SPECS. WYE (WYE WITH REDUCING BRANCH IF MAIN IS OVER 4 ") FLOW ADJUSTING COLLAR FLOOR CLEANOUT DETAIL 18 GAUGE ROUND GALVANIZED STEEL CLEANOUT TEE CLEANOUT PIPE ACCESS COVER FINISHED WALL WALL CLEANOUT DETAIL NOT TO SCALE ANCHOR BOLT, TYP. LONGITUDINAL ANGLE BRACE SLOPE 1/1 TRANSVERSE ANGLE BRACE PIPE SIZE BOLT WITH CUT WASHER 12 GA. CLIP PIPE SLEEVE OVER BOLT ANGLE BRACE • BOLT TO ANGLE ROOF ANGLE CLIP (DOUBLE), ORIENT TO DECK SPAN. FIELD DRILL HOLES IN ANGLE CLIP FOR ANCHOR BOLTS TO SET IN DECK TROUGH BRACE HANGER RODS OVER 3' -0" LONG WITH 2 "x2 "x 1 /2" VERTICAL ANGLE BRACE WELD 1" AT 24" SPACING ANGLE CLIP " ANCHOR BOLTS OR INSERTS ••• 2" 3, 4 5, 6 8 10 2 "x2" 16 GA. 2 "x2" 16 GA. 2.5 "x2.5" 16 GA. 3 "x3" 12 GA. 3 "x3" 12 GA. 2 "x 2 "x12 GA. CHANNEL MAY BE USED 1/2" 1/2" 1/2" 1/2" 1" 3 "x3 "x 1 /2 "x 1' -4" 3 "x3 "x 1 /2 "x 1' -4" 5 "x3 "x1/2 "x1' -4" 2- 5x3x1/2x1' -4" 2- 5x3x1/2 "x1' -4" •• BENT PLATE OF EQUAL THICKNESS MAY BE SUBSTITUTED FOR LONGITUDINAL ANGLE CLIP TO FACILITATE ANCHORAGE TO SLAB TROUGHS. PROVIDE EQUAL NUMBER OF ANCHOR BOLTS TO THAT SHOWN. 1/2 1/2 1/2 2 2 •o. PROVIDE MINIMUM EMBEDMENT OF 1 1/2" ABOVE TOP OF METAL DECK FOR ALL ANCHOR BOLTS. NOT TO SCALE CONDENSATE DRAIN TRAP DETAIL 10 WATER HEATER SCHEMATIC PIPING DIAGRAM 8 CLEANOUT DETAIL 5 PIPE SUPPORT DETAIL CEMENT BED CONCRETE FILL (E) CONCRETE SLAB VERIFY W/. STRUCTURAL ENGINEER PRIOR TO SAW CUTTING - TILE FLOOR SLOPE 0 2% k = TY –SEAL ATTACHMENT WATER –PROOF MEMBRANE \- 1/2" CW FROM TRAP PRIMER NOT TO SCALE HEIGHT PER LOCAL CODE OR 6" MIN TERMINATE 10' -0" FROM ANY OUTSIDE AIR INTAKE OR OPENABLE WINDOW. 2' -0" MIN FROM ANY WALL OR SRUCTURE. SEALANT COUNTER FLASHING SLEEVE SEAMLESS LEAD FLASHING STEEL REINFORCED BOOT 10" SKIRT ROOF CONSTRUCTION, SAD., AND S.S.D. VENT PIPE, SEE PLANS NOT TO SCALE INDIRECT WASTE LINES FINISHED —\ FLOOR CONCRETE L__ L_,_J 2x INLET PIPE DIA. AIR GAP PIPE SIZE AS NOTED ON PLAN i Q4 WATER –PROOF MEMBRANE 44 . c. as a V4 a c 4 (E) CONCRETE SLAB VERIFY W/. STRUCTURAL ENGINEER PRIOR TO SAW CUTTING • V j. NOTE; INDIRECT WASTE PIPING EXCEEDING 5' IN LENGTH SHALL BE TRAPPED WITH THE EXCEPTION OF CLEAR WATER WASTES. NOT TO SCALE METAL EDGE 36" .co4.•;4=4 :•'.4m.a•et, • •'4 , m4,:• *too m4:• . 4 .—.. 4.. t► •b .. o. .O. .■••t1 4.. Cl. ••. DRAIN SPOUT WITH HOSE END AND PAILHOOK SERVICE FAUCET WITH VACUUM BREAKER ..e.a; ••a.a; • -a.a; • 4.c • - m4• • ••4a& . .? .LT •� .0. .LT •' t]..d U.. d• 3" DIA. P –TRAP .J NOT TO SCALE FLOOR DRAIN DETAIL 11 VENT THRU ROOF DETAIL FLOOR SINK DETAIL MOP SINK DETAIL 10" C J__ MAY 112012 PERIv tT CENTER O 3 CAS 0, C y c= an • 2 a '0 3 CD i N 1Q h c '171 m 1` r 3 �� NO. REVISIONS BY MAY ORM7IT 2SET12 ERIC GREG STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ � ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 DETAILS JOB NO. 11 4360 20 DATE DRAWN MP `CHECKED SR SHEET P 6 II 1 OF SHEETS SPECIFICATIONS LIGHT FIXTURE SCHEDULE SPECIFICATIONS (SECTION 16000, ELECTRICAL) PART 1 - GENERAL 1.1 GENERAL TERMS AND CONDITIONS A. "LANDLORD" HEREIN INDICATES THE BUILDING OWNER OR HIS REPRESENTATIVE. "OWNER" HEREIN INDICATES THE TENANT OR THE TENANT'S REPRESENTATIVE. "CONTRACTOR" HEREIN INDICATES THE ELECTRICAL CONTRACTOR (EC). B. SECTION 16000 OUTLINES ELECTRICAL INSTALLATION OF SUBJECT PROJECT. THIS CONTRACTOR IS DIRECTED TO REFER TO OTHER SECTIONS, WHICH INCLUDES THE ARCHITECTURAL, MECHANICAL AND PLUMBING PLANS AND SPECIFICATIONS AND LANDLORDS' REQUIREMENTS RELATIVE TO ADDITIONAL TECHNICAL AND LEGAL REQUIREMENTS. C. CONTRACTOR TO PAY ALL FEES, CHARGES, MATERIALS, TOOLS, TRANSPORTATION, EMPLOYEE WAGES, ALL SUB - CONTRACTORS, IF ANY, ETC. IN A TIMELY MANNER. OBTAIN INSURANCES, LICENSES, PERMITS, ETC. AS REQUIRED BY LOCAL, STATE AND FEDERAL LAWS - ADDITIONAL INSURANCE COVERAGES SHALL BE AS REQUIRED BY THE LANDLORD AND OWNER. D. PROVIDE A FORMAL LIEN RELEASE TO THE LANDLORD AND COPY TO OWNER. CONTRACTOR AND HIS SUB- CONTRACTORS, IF ANY, SHALL HOLD LANDLORD, OWNER, ARCHITECT AND ENGINEERS HARMLESS RELATIVE TO HIS PERFORMANCE OF THE ELECTRICAL WORK. 1.2 COOPERATION, COORDINATION AND SITE VERIFICATION A. IT IS ESSENTIAL FOR THIS CONTRACTOR TO BE FAMILIAR WITH THE LANDLORD'S AND CITY'S REQUIREMENTS AND HAVE THE ABILITY TO COOPERATE AND COORDINATE HIS WORK WITH OTHER TRADES, THE LANDLORD, OWNER AND THE CITY INSPECTOR. B. HE SHALL HAVE A MINIMUM WORKING KNOWLEDGE OF ALL APPLICABLE CODES AND REQUIREMENTS. FURTHER, HE SHALL HAVE A BASIC WORKING KNOWLEDGE WITH RESPECT TO FEEDER SIZING, VOLTAGE DROP, BASIC DEVICE PROTECTION, ETC., IN ORDER TO INTELLIGENTLY VERIFY EXISTING FIELD CONDITIONS PRIOR TO BID AND POINT OUT DEFICIENCIES TO THE GENERAL CONTRACTOR. C. BEFORE SUBMITTING HIS BID, CONTRACTOR SHALL VISIT SITE AND CONTACT CITY, LANDLORD AND ALL UTILITIES TO VERIFY LOCATION, SIZE, DEPTH AND OPERATING CHARACTERISTICS OF ALL POINTS OF CONNECTION AND SERVICES. EXAMINE THE SITE AND PREMISES PRIOR TO SUBMISSION OF BID. D. LIST ALL EXTRAS AND EXCEPTIONS ON HIS BID AS ALLOWANCE FOR FURTHER EXPENSES INCURRED DUE TO FAILURE TO EXAMINE THE EXISTING SITE CONDITIONS INCLUDING LANDLORD'S ELECTRICAL SERVICE EQUIPMENT AND DISTRIBUTION TO THIS JOB SITE MAY NOT BE PERMITTED. E. THE PLANS INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL LAYOUT, TIGHT CONDITIONS MUST BE WORKED OUT IN ADVANCE PRIOR TO MAJOR PURCHASES OF EQUIPMENT AND ROUGH -IN WORK. DO NOT SCALE FROM THIS SET OF PLANS. F. WHEN APPROVAL IS GIVEN FOR USE OF EQUIPMENT DIFFERING FROM THAT SHOWN ON DRAWINGS GS I N REGARD D T 0 FOUNDATIONS, SPACE OF PIPING, DUCTWORK, WIRING, INSULATION, ETC., CHANGES REQUIRED TO ACCOMMODATE THE DIFFERENCES SHALL BE ACCOMPLISHED AT NO COST TO OWNER. 1.3 SCOPE OF WORK THE WORK INCLUDED IN THIS SECTION OF THE SPECIFICATIONS SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND EQUIPMENT TO COMPLETELY INSTALL ALL WORK SHOWN ON THE FURNISHED PLANS AND SPECIFIED HEREIN, INCLUDING, BUT NOT LIMITED TO, CONNECTIONS TO ALL EQUIPMENT ITEMS, POWER, LIGHTING, COMMUNICATIONS, CONTROL, AND ALARM. ALL INSTALLATIONS TO BE ACCOMPLISHED TO THE SATISFACTION OF THE CITY INSPECTOR, LANDLORD AND OWNER IN ACCORDANCE WITH THESE SPECIFICATIONS AND PLANS. FULL COMPLIANCE WITH TENANT'S "HANDBOOK AND GUIDELINES ". 1.4 CODES, PERMITS AND INSPECTION 1. THE INSTALLATION SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL GOVERNMENTS OR THEIR AUTHORITIES HAVING LAWFUL JURISDICTIONS APPLYING TO ELECTRICAL INSTALLATIONS, WITH COMPLIANCE TO: NATIONAL ELECTRICAL CODE (NEC) 2008 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AMERICANS WITH DISABILITIES ACT (ADA) INTERNATIONAL ENERGY CONSERVATION CODES 2009 WHERE CONFLICT OCCURS BETWEEN CODES, THE INSTALLATION THAT OFFERS THE MOST STRINGENT REQUIREMENTS AND PROTECTION SHALL BE ENFORCED. 2. UNLESS OTHERWISE INDICATED HEREIN AND ON THE ELECTRICAL PLANS, ALL MATERIALS SHALL BE NEW AND SHALL CONFORM TO: NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION (NEMA) NATIONAL ELECTRICAL CODE (NEC) UNDERWRITER'S LABORATORIES, INC. (UL) ALL EQUIPMENT AND DEVICES (INCLUDING ALL LIGHT FIXTURES, PANELBOARDS, DISCONNECTS, ETC.) SHALL HAVE THE MANUFACTURE'S NAME PRINTED THEREON AND UNDERWRITER'S LABORATORY LISTED. THE SELECTION OF MATERIALS AND EQUIPMENT TO BE PROVIDED UNDER THIS CONTRACT SHALL BE IN STRICT ACCORDANCE WITH THESE SPECIFICATIONS AND PLANS. 1.5 WORKMANSHIP A. ALL WORK SHALL BE EXECUTED IN A FIRST CLASS WORKMANLIKE MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED, AND SHALL INCLUDE MODIFICATION OF THE EXISTING SERVICE LOAD CENTERS AS REQUIRED, TIME CLOCKS, OUTLETS, MOTORS, ETC., INCLUDING ALL CONDUITS, RACEWAYS, WIRING, JUNCTION BOXES, LOAD CENTERS, SWITCHES, SUPPORTS AND ALL OTHER NECESSARY APPURTENANCES REQUIRED FOR A COMPLETE OPERATIONAL SYSTEM, INCLUDING THE HANGING AND LAMPING OF ALL FIXTURES AND TRANSFORMER(S), EXCEPT AS OTHERWISE NOTED. B. ANY MATERIAL ITEMS OF WORK NOT SHOWN ON THE DRAWINGS, MENTIONED IN THE SPECIFICATIONS OR VICE - VERSA, OR ANY ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND READY FOR OPERATION SHALL BE INCLUDED IN CONTRACTOR'S SCOPE OF WORK AND SUCH ITEMS SHALL NOT BE A CAUSE EXTRA WORK OR EXTRA COST TO THE OWNER. C. THIS CONTRACTOR SHALL DO ALL CUTTING AND PATCHING. AS PERMITTED BY THE LANDLORD, NECESSARY FOR THE INSTALLATION OF HIS WORK UNDER THIS CONTRACT, AND THE BUILDING SHALL BE LEFT IN AS GOOD CONDITION AS FOUND. IN CASES WHERE THE LANDLORD REQUIRES THE USE OF HIS OWN CONTRACTOR FOR SPECIFIC WORK AT THE EXPENSE OF THE CONTRACTOR, THIS CONTRACTOR SHALL COORDINATE WITH THE LANDLORD'S CONTRACTOR FULLY. D. CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE AND SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING WALLS AND CEILINGS. E. PROVIDE STRUCTURAL STEEL FRAMEWORK AND HANGING RODS WITH BRACES AND ACCESSORIES WHERE REQUIRED TO HOLD EQUIPMENT IN FINAL POSITION. PROVIDE STEEL SHAPES AND FRAMES TO SUPPORT WALL MOUNTED EQUIPMENT WHERE NORMAL WALL STRENGTH MAY BE INADEQUATE. F. ELECTRICAL DEVICES, MOTOR STARTERS, DISCONNECT SWITCHES, ETC., SHALL BE SUPPORTED INDEPENDENT OF AND ISOLATED FROM EQUIPMENT VIBRATION. PART 2 - PRODUCTS AND EXECUTION 1.1 ELECTRICAL MATERIALS A. EACH BIDDER SHALL SUBMIT WITH HIS PROPOSAL A LIST OF MANUFACTURER'S NAMES AND CATALOG NUMBERS OF MATERIALS TO BE USED ON THIS PROJECT. B. THE MANUFACTURER'S CATALOG NUMBERS GIVEN IN THE ELECTRICAL DRAWINGS ARE USED TO INDICATE THE CLASS AND TYPE OF EQUIPMENT DESIRED. BIDDER SHALL NOTE PARTICULARLY THAT HIS BID SHALL BE ON THE BASIS OF THE LIST OF MATERIALS AND EQUIPMENT AS SPECIFIED. C. OTHER MANUFACTURERS AND THEIR CATALOG NUMBERS MAY BE SUBMITTED AT TIME OF BIDDING, BUT ONLY AS VOLUNTARY ALTERNATES AND MUST MEET THE LETTER AND INTENT OF THE DRAWINGS, SPECIFICATIONS AND MUST BE APPROVED BY THE OWNER IN WRITING. D. THE OWNER RESERVES THE RIGHT TO REJECT SUBMISSION OF MATERIAL OR WORK THAT, IN HIS OPINION, DOES NOT MEET REQUIREMENTS AS SHOWN ON THE DRAWINGS AND SPECIFICATIONS. 1.2 CONDUIT AND FITTINGS A. CONDUIT SHALL BE CONSTRUED AS ELECTRICAL RACEWAYS AND SHALL CONFORM TO THE FOLLOWING: 1. CONCEALED IN HUNG CEILINGS AND PARTITIONS - EMT. 2. EXPOSED ON BUILDING EXTERIOR OR SUBJECTED TO PHYSICAL DAMAGE - RIGID GALVANIZED STEEL OR INTERMEDIATE STEEL CONDUIT. 3. CONNECTION TO MOTORS, HVAC PACKAGES OR ANY EQUIPMENT SUBJECTED TO VIBRATION - FLEX, 4' MAXIMUM. (LIQUID TIGHT FOR EXTERIOR). 4. FLEX NOT EXCEEDING 4' FOR LIGHT FIXTURES. 5. UNDERGROUND, UNDERSLAB OR IN SLAB - SCHEDULE 40 PVC. 6. ROMEX AND BX NOT PERMITTED. 7. PVC ABOVE GRADE NOT PERMITTED. 8. LIQUID TIGHT CONNECTIONS AND DEVICES IN FOOD PREPARATION AREAS. B. ALL RACEWAYS SHALL BE RUN CONCEALED IN CEILING, WALLS OR FLOOR SLABS. EXPOSED RACEWAYS SHALL BE LIMITED TO EQUIPMENT IN NON PUBLIC AREAS IN SERVICE EQUIPMENT ROOM. 1.3 WIRE AND CONNECTORS A. ALL CONDUCTORS SUPPLIED BY THIS CONTRACTOR SHALL BE COPPER (EXCEPT OTHERWISE INDICATED), WITH TYPE THW, THWN INSULATION OR THHN INSULATION. B. WHERE SERVICE MAIN FEEDER CONDUCTORS ARE FURNISHED BY THE ELECTRICAL UTILITY AS ALUMINUM, USE APPROVED BIMETAL CONNECTORS AND LUGS FOR PROPER TERMINATION OF CONDUCTORS. TORQUE TO MANUFACTURES SPECIFICATIONS. COPPER CONDUCTORS SHALL BE USED WHENEVER POSSIBLE. C. ALL SPLICE CONNECTORS SHALL BE 3M SCOTCHLOK OR EQUAL. 1.4 GROUNDING A. ELECTRICAL SYSTEM GROUNDING AND INDIVIDUAL EQUIPMENT GROUNDING SHALL IN ALL INSTANCES CONFORM TO THE MINIMUM REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, LOCAL CODES OR REGULATIONS, AND REGULATIONS OF THE SERVING UTILITIES. B. PROVIDE REQUIRED SERVICE AND EQUIPMENT GROUNDING SYSTEMS. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM EXCEPT CLEAN POWER SYSTEM AS NOTED HEREIN. C. UFER TYPE GROUND IS ACCEPTABLE PROVIDED SLAB IS IN DIRECT CONTACT WITH EARTH WITHOUT VAPOR BARRIER WITH MINIMUM OF 20' OF #4 CONTINUOUS RE -BAR AND IF ACCEPTABLE TO THE LOCAL INSPECTOR. D. FOR CLEAN POWER SYSTEM (POS /CASH REGISTERS, COMPUTER AND ALL SENSITIVE ELECTRONIC SYSTEMS OR DEVICES REQUIRING A CLEAN GROUND AS INDICATED ON PLAN) PROVIDE A SEPARATE INSULATED GREEN GROUNDING CONDUCTOR IN EACH CONDUIT, #12 MINIMUM OR AS SHOWN ON DRAWINGS FOR THE SINGLE POINT SOURCE GROUND AT CLEAN LOAD CENTERS ONLY IN ADDITION A BARE COPPER CODE SIZED GROUND SHALL RUN ALONG WITH THE "CLEAN" GROUND AND SHALL BE CONNECTED TO CONDUITS AND JUNCTION BOXES NOT GROUNDED BY THE "CLEAN" GREEN GROUND. DO NO GROUND THE "CLEAN" POWER SYSTEM /DEVICES TO BUILDING STRUCTURE, THE CONDUIT SYSTEM OR TO THE BARE GROUND. PROVIDE POWER TO CASH REGISTERS AND CLEAN GROUND EQUIPMENT WITH THE FOLLOWING GROUNDING REQUIREMENTS: 1. SYSTEM POWER AND GROUND MUST BE MADE ONLY AT THE MAIN ENTRANCE LOAD CENTER. THE GROUND CONDUCTOR MUST BE OF INSULATED GREEN WIRE EQUAL IN SIZE TO THE POWER CONNECTOR. (CONDUIT MAY NOT BE USED AS THE GROUND CONDUCTOR). 2. THE GROUND CONDUCTOR MUST NOT BE USED AS A RETURN OR NEUTRAL CONDUCTOR FOR ANY EQUIPMENT AND MUST NOT BE USED AS A GROUND FOR ANY EQUIPMENT. 3. A SEPARATE GROUND CONDUCTOR IS REQUIRED FOR EACH RECEPTACLE, ELECTRICALLY ISOLATED FROM CONDUIT AND BUILDING STEEL SYSTEM. GROUND AT LOAD CENTERS AND ISOLATED OUTLETS ONLY. 4. RECEPTACLES FOR THE CASH REGISTERS MUST BE 2 POLE, 3 WIRE, 115 VOLTS, 20 AMPERES. THE GROUND MUST BE INSULATED FROM THE MOUNTING HARDWARE. 5. USE RECEPTACLES RATED AND LISTED FOR ISOLATED GROUND USE ONLY. 6. THE ABOVE CLEAN CIRCUIT REQUIRES TWO GROUNDS IN THE SAME CONDUIT: A. CLEAN "GREEN" ISOLATED GROUND AS INDICTED ABOVE. B. A DIRTY BARE BUILDING GROUND FOR CONNECTIONS TO JUNCTION BOXES, CONDUIT SYSTEM AND BUILDING GROUND PER N.E.C.. C. THESE TWO GROUNDS RUN PARALLEL IN THE SAME CONDUIT BUT SHOULD NOT BE CONNECTED TO EACH OTHER. 1.5 PANELBOARDS A. ALL PANELBOARDS ARE TO BE UL LABELED. ALL PANELBOARDS SHALL HAVE HINGED DOORS AND COMPLETE DIRECTORIES. IDENTIFY AND LABELING OF ALL CIRCUIT BREAKERS. B. PANELBOARDS SHALL BE PROVIDED WITH A TYPE- WRITTEN CIRCUIT DIRECTORY TO COMPLY WITH SEC. 408.4, CEC C. THE NEUTRAL BUS IN ALL PANELBOARDS ARE TO BE ISOLATED FROM THE GROUNDING BUS. D. PANELBOARDS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NEC AND UL STANDARDS AND BEAR APPROPRIATE LABELS. E. MULTIPOLE LOADS SHALL BE PROTECTED BY MULTIPOLE CIRCUIT BREAKERS HAVING COMMON TRIP AND SINGLE HANDLE. HANDLE TIES AND TROUGH CLIPS OR PINS ARE UNACCEPTABLE. F. PROVIDE CIRCUIT BREAKER LOCKS FOR CASH REGISTER, NIGHT LIGHTS AND EXIT /EMERGENCY LIGHTING. G. INSTALLATION OF PANELBOARDS SHALL COMPLY BUT NOT LIMITED TONEC ART. 384 -4. H. PANELBOARD TO HAVE BOLT -ON BREAKERS. I. CIRCUIT BREAKERS SHALL BE RATED FOR AVAILABLE SHORT CIRCUIT CURRENT. 1.6 ELECTRICAL SERVICE SYSTEM A. DISTRIBUTION SECTION: 1. GENERAL: EXISTING FACTORY ASSEMBLED, WALL MOUNTED, DEAD FRONT, FRONT ACCESSIBLE, GENERAL PURPOSE ENCLOSURE. VOLTAGE AS NOTED ON DRAWINGS. BY SQUARE D. B. ENGRAVED NAMEPLATES: SECURE EACH WITH TWO CADMIUM - PLATED SCREWS. (1) EACH DEVICE SHALL BE LABELED, WHITE LETTERS ON BLACK BACKGROUND. 1.7. LIGHTING FIXTURES A. ALL FIXTURES SHALL BE ADEQUATELY SUPPORTED, LEVEL AND ALIGNED. COORDINATE LOCATION WITH THE ARCHITECT. B. LIGHTING FIXTURES SHALL BE MOUNTED AT CEILING, AND AS INDICATED ON DRAWINGS, EXPANSIVE ANCHOR TYPE INSERTS, ACKERMAN- JOHNSON OR AN APPROVED EQUAL BY THE OWNER, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL FIXTURES SHALL BE SECURED TO BUILDING STRUCTURE - "CADDY" CLIPS ON "T" BAR AS PRIMARY SUPPORT FOR LAY -IN FIXTURES NOT PERMITTED FOR EXAMPLE. C. PROVIDE ALL NECESSARY MOUNTING HARDWARE FOR A COMPLETE INSTALLATION. PROVIDE LAMPS, BALLASTS AND SPECIAL CONTROLS. D. LIGHT FIXTURE IN CONTACT WITH INSULATION TO BE U.L. LISTED FOR THERMAL BARRIER OR PROVIDE 3" MINIMUM CLEARANCE. 1.8 OUTLETS A. ALL OUTLETS ARE TO BE INSTALLED AS LOCATED ON PLANS, AND CONDUCTOR TERMINALS AT EACH WIRING OUTLET SHALL BE LEFT NOT LESS THAN 8" LONG WITH IN THE OUTLET. B. ALL OUTLET AND LIGHT SWITCH FACE PLATES IN FOOD PREP TO BE STAINLESS STEEL. ALL DEVICES, INCLUDING BUT NOT LIMITED TO, SWITCHES, JUNCTION BOXES, OUTLETS TO BE INSTALLED FLUSHED TO FINISHED SURFACES. COORDINATE WITH ARCHITECT PRIOR TO ROUGH -IN IN SPECIAL SURFACE AREAS. C. IN AREAS WHERE OUTLET BOXES ARE SURFACE MOUNTED, COVERS SHALL BE STEEL. IN GENERAL, SURFACE MOUNTED DEVICES ARE NOT PERMITTED IN PUBLIC AND WORKING AREAS. D. ALL EXTERIOR OUTLETS INCLUDING OUTLETS FOR HVAC EQUIPMENT AND OUTLETS WITHIN 6 FEET FROM SINK SHALL BE PROTECTED VIA GROUND -FAULT CIRCUIT - INTERRUPTERS (GFCI BREAKERS) PER NEC. E. ALL RECEPTACLES SHALL BE SPECIFICATION GRADE, AS MANUFACTURED BY PASS AND SEYMOUR, HUBBELL, SLATER OR APPROVED EQUAL. F. ALL CONDUCTORS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET. NO SPLICES SHALL BE MADE. G. WEATHERPROOF COVER OF OUTLETS TO COMPLY WITH SEC 406.8(B)(1) CEC 1.9 SWITCHES A. ALL SWITCHES FOR LIGHTING CIRCUITS SHALL BE FLUSH MOUNTED, SWITCHES IN PUBLIC AREAS SHALL BE KEY OPERATED. B. SWITCHES SHALL BE 20 AMP HUBBELL 1221 -1 SINGLE POLE OR 1223 -1 THREE WAY. DUPLEX RECEPTACLES SHALL BE 20 AMP HUBBELL 5362 -1. PASS AND SEYMOUR, ARROW -HART AND BRYANT SHALL BE CONSIDERED AS EQUAL. C. PROVIDE LOCAL SWITCHES AS SHOWN; HOWEVER, BEFORE INSTALLATION THE CONTRACTOR SHALL INSPECT THE ARCHITECTURAL DRAWINGS AND LOCATE ALL SWITCHES ON THE STRIKE SIDE OF THE DOOR. ALL SWITCHES SHALL BE SPECIFICATION GRADE AS MANUFACTURED BY PASS AND SEYMOUR, HUBBELL, SLATER OR APPROVED EQUAL. 2.0 STARTERS AND DISCONNECTS A. STARTERS, LOAD CENTERS, LINE SWITCHES AND SIMILAR APPARATUS SHALL BE MOUNTED SECURELY TO WALLS, COLUMNS, ETC. LINE SWITCHES AND STARTERS SHALL BE MOUNTED NEAR MOTORS, AT UNIFORM HEIGHTS ABOVE FLOOR UNLESS OTHERWISE NOTED ON PLAN. INDIVIDUAL LIGHT SWITCHES, LIGHTING, DISCONNECT, ETC. - NOT MORE THAN 48" ABOVE FINISHED GRADE. SWITCHES SHALL BE ITE HEAVY DUTY TYPE IN NEMA 1 ENCLOSURE OR EQUAL BY SQUARE D OR ARROW -HART. SWITCHES SHALL BE QUICK -MAKE QUICK - BREAK, EXTERNALLY OPERATED AND INTERLOCKED, FULL LOAD BREAK AND NEMA HORSEPOWER RATED. B. FURNISH AND INSTALL ALL WIRING FOR MOTORS, STARTERS, AND PUSH BUTTONS IN ADDITION TO ALL OTHER POWER AND CONTROL WIRING, ALL AS SHOWN ON PLANS AND CONNECTION DIAGRAMS. HOWEVER, MOTORS WILL BE INSTALLED BY OTHERS. IN CASES WHERE THE CAPACITY OR RATING OF THE EQUIPMENT BEING FURNISHED IS BASED ON THE RATING OF EQUIPMENT BEING FURNISHED BY OTHERS, SUCH RATINGS SHALL BE CONFIRMED BEFORE PURCHASING THE EQUIPMENT. USE EQUIPMENT, INCLUDING RECEPTACLES, DISCONNECTS, ETC., RATED NEMA 3R FOR OUTDOORS, SCULLERY AND KITCHEN LOCATIONS. PUSH - BUTTON AND PILOT DEVICES SHALL BE INDUSTRIAL GRADE, OIL TIGHT. C. IDENTIFY DISCONNECT SWITCHES WITH LAMINATED PHENOLIC NAMEPLATES WITH 1/4" MINIMUM HEIGHT LETTERS. D. ALL CONNECTIONS COMPLETE, PROVIDE STARTERS, PULL BOXES, DISCONNECTS AS REQUIRED. 2.1 TELEPHONE A. TELEPHONE, ALARM AND SIGNAL SYSTEM OUTLET BOXES SHALL BE STANDARD OUTLET BOX TYPE WHERE ONLY ONE CONDUIT ENTERS SAME, UNLESS OTHERWISE SPECIFIED OR INDICATED ON DRAWINGS: WHERE TWO OR MORE CONDUITS ENTER, OUTLET BOX SHALL BE 4- 11/16" WITH SUITABLE ADAPTER COVER RING EXCEPT WHERE OTHERWISE INDICATED ON DRAWINGS. VERIFY WITH TELEPHONE COMPANY AND OWNER FOR LOCATION OF ALL SERVICE. B. FURNISH AND INSTALL EMPTY CONDUIT. OUTLETS AND BACKBOARD TO ACCOMMODATE TELEPHONE COMPANY WIRING AND EQUIPMENT AS SHOWN ON DRAWINGS. WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH TELEPHONE COMPANY REQUIREMENTS. 2.2 LOAD BALANCE A. THE CONNECTED E CO EC ED LOADS SHALL BE BALANCED AT THE END OF THE PROJECT SO THAT A VARIATION OF AMPERAGE AMONG THE PHASES OF LESS THAN 10% IS PRESENT. BALANCE LOAD AT END OF PROJECT WITH ALL NORMAL OPERATED EQUIPMENT ON (HVAC, LIGHTS, KITCHEN LOADS, ETC.). 2.3 ROOF FLASHING A. USE APPROVED ROOF FLASHING FOR CONDUITS PENETRATING THROUGH ROOF STRUCTURE. ROUTE CONDUITS DIRECTLY TO DEVICES FROM CEILING AREA WHENEVER POSSIBLE. DO NOT ROUGH -IN UNLESS THIS CONTRACTOR HAS COORDINATED WITH THE LANDLORD FOR HIS REQUIREMENTS. 2.4 TESTING A. PROVIDE TEST EQUIPMENT AND CONDUCT NECESSARY TESTING TO DETERMINE THE CONFORMITY WITH THE SPECIFICATIONS AND THE TOTAL BUILDING SYSTEM REQUIREMENTS. THIS TEST MUST BE MADE UNDER THE OBSERVATION OF THE OWNER'S REPRESENTATIVE AND THE CITY ELECTRICAL INSPECTOR. ANY DEFECTS MUST BE CORRECTED IMMEDIATELY. 2.5 EMERGENCY AND EXIT LIGHTING SYSTEM A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO OBTAIN REQUIREMENTS AND APPROVAL FROM LOCAL CODE AUTHORITIES, ON EMERGENCY AND EXIT LIGHTING. B. EMERGENCY BATTERY -PACK LIGHTS: IN GENERAL BATTERIES SHALL BE REQUIRED WHEN BUILDING DOES NOT PROVIDE EMERGENCY GENERATOR LIFE SAFETY POWER FOR TENANT SPACE. EMERGENCY LIGHTS SHALL BE CONNECTED TO BUILDING EMERGENCY GENERATOR SYSTEM WHEN AVAILABLE. 2.6 FIRE ALARM FIRE ALARM SYSTEM (WHEN INDICATED ON PLANS, REQUIRED BY LANDLORD OR CITY). A. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO OBTAIN REQUIREMENTS AND APPROVAL FROM LOCAL FIRE MARSHAL AND LANDLORD ON ALL FIRE ALARM DEVICES AND WIRING REQUIRED. B. FIRE ALARM SYSTEM TO MATCH BASE BUILDING STANDARD. THE INSTALLATION OF THE FIRE ALARM SYSTEM AND TIE IN TO THE LANDLORDS EXISTING SYSTEM SHALL NOT INFRINGE ON THE BUILDING LIFE SAFETY SYSTEM. 2.7 CLEAN UP A. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSE BY HIS WORK, AND AT THE COMPLETION OF THE WORK, SHALL REMOVE HIS RUBBISH, TOOLS, EQUIPMENT AND SURPLUS MATERIALS; AND SHALL LEAVE HIS WORK CLEAN AND READY FOR USE. END OF SECTION A DESCRIPTION OF WORK INCLUDE, BUT NOT LIMITED TO THE FOLLOWING, WORK FOR THE COMPLETE INSTALLATION OF AS INDICATED HEREIN: 1. CHECK OUT EXISTING CONNECTION TO LANDLORD'S MAIN DISTRIBUTION SYSTEM. IF THE EXISTING DISTRIBUTION IS UNDERSIZED OR IMPROPERLY INSTALLED FOR THE SPACE, NOTIFY THE GENERAL CONTRACTOR DURING TIME OF BID. THIS CONTRACTOR IS REQUIRED TO ASSURE THAT THE LANDLORD HAS A PROPERLY SIZED SERVICE RELATIVE TO AMPACITY, VOLTAGE DROP AND MATERIAL USABILITY - OTHERWISE. REPLACE WITH A NEW FEEDER AS REQUIRED WITH MATERIAL SPECIFIED AND /OR INDICATED ON THE SINGLE LINE, IF ANY, AND AS SHOWN ON PLANS. COORDINATE WITH THE POWER COMPANY AND LANDLORD FOR SERVICE REQUIREMENTS. 2. COMPLY WITH ALL LANDLORD'S REQUIREMENTS - REVIEW WITH LANDLORD'S COORDINATOR AND OBTAIN A SET OF LANDLORD'S INSTALLATION AND DESIGN REQUIREMENTS AND PLANS, IF ANY, FOR COMPLIANCE. 3. THIS CONTRACTOR TO PROVIDE TEMPORARY POWER AND ASSOCIATED FEES, IF ANY. 4. POWER AND LIGHTING FEEDERS, LOAD CENTER(S), SAFETY SWITCHES, DISCONNECTS BRANCH CIRCUIT WIRING, OUTLETS AND CONNECTIONS COMPLETE. 5. LIGHTING FIXTURES AND LAMPS. BALLASTS FOR ALL FLUORESCENT LAMPS TO BE CBM CERTIFIED, CLASS P, WITH A SOUND RATING. 6. CHECK OUT EXISTING PHONE SYSTEM. COORDINATE WITH PHONE COMPANY FOR REQUIREMENTS. TELEPHONE OUTLETS AND CONDUIT SYSTEM COMPLETE. 7. FIRE ALARM SYSTEM AS REQUIRED BY THE LOCAL FIRE MARSHAL OR THE LANDLORD. 8. PAY ALL PERMITS, LABOR, EXPENSES, MATERIAL FOR COMPLETION. 9. TEST ELECTRICAL SYSTEM FOR SHORT CIRCUITS AND MEGGER FEEDERS AND BRANCH CIRCUIT WIRING, INSURE LOW IMPEDANCE GROUND SYSTEM. CHECK OUT AND TEST THE COMPLETED SYSTEM, BALANCE ALL LOADS. YEAR FROM THE DATE OF' FINAL BUILDING ACCEPTANCE BY THE TENANT. 10. THE ELECTRICAL CONTRACTOR SHALL FULLY GUARANTEE ELECTRICAL. INSTALLATION AND ALL WORK UNDER THIS SECTION FOR A PERIOD OF ONE YEAR. WORK FOUND TO BE DEFECTIVE OR HAVE EVIDENCE OF IMPERFECT WORKMANSHIP, FAILURE OR MALFUNCTION OF MATERIALS AND EQUIPMENT WITHIN THIS PERIOD SHALL BE REPAIRED AND /OR REPLACED PROMPTLY ANY DEFECTIVE ITEMS AND DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, WITH NO EXPENSE WHATSOEVER TO THE OWNER. 11. PAY FOR ALL PERMITS AND INSPECTION FEES. PROVIDE A FINAL APPROVED CERTIFICATE OF INSPECTION TO OWNER ON COMPLETION OF WORK. 12. THIS INSTALLATION TO BE COMPLETE AND OPERABLE WITH ALL NECESSARY LABOR, MATERIAL AND CONNECTIONS TO THE SATISFACTION OF THE OWNER. TYPE SYMBOL DESCRIPTION MANUFACTURER VOLTS LAMPS INPUT WATTS MOUNTING SYMBOLS WIRING CONCEALED IN OR ABOVE CEILING SPACE 4 FT. GENERAL PURPOSE CHANNEL, WITH T8 LAMPS AND ELECTRONIC BALLAST. 9" CHANNEL WIDTH. 2 LAMPS METALUX SS232UNVEB81 MAGNETEK ELECTRONIC BALLAST B232 /UNIV OR APPROVED EQUAL UNIV 2- F32T8 /SPX30 GE #22655 SYLVANIA #21930 PHILLIPS 31991 -3 LOW WATT T8 LAMPS 58 SURFACE OR PENDANT WIRING CONCEALED IN OR UNDER FLOOR, 3/4 "C MIN. SAWCUT AND PATCH EXISTING FLOOR. //X CONDUIT, 1/2 ", 2 #12 MINIMUM. HASH MARKS INDICATES NUMBER OF WIRES AND SIZE OTHER THAN #12, "X" INDICATES INSUL /ISOL GROUND WIRE. Al IL 4FT. GENERAL PURPOSE CHANNEL WITH T8 LAMPS AND "ELECTRONIC BALLAST. 9" CHANNEL WIDTH. INSTALLED WITH AUTOMATIC 1.5 HOUR EMERGENCY BATTERIES ON NON - SWITCHED NIGHT LIGHT CIRCUIT. 2LAMPS METALUX SS232UNVEB81 EL4 MAGNETEK ELECTRONIC BALLAST B232 /UNIV OR APPROVED EQUAL UNIV 2 - F32T8/SPX30 GE #22655 SYLVANIA #21930 PHILLIPS 31991 -3 LOW WATT T8 LAMPS 58 SURFACE OR PENDANT -i► HOMERUN TO PANEL, CIRCUITS AS NOTED NIGHT LIGHT, EXIT SIGN AND EMERGENCY LIGHT CIRCUIT, NON- SWITCHED. JUNCTION BOX, CEILING / WALL / OR ABOVE FLOOR. TELEPHONE OUTLET W/ 3/4 "C TO ABOVE ACCESSIBLE CEILING O ILLUMINATED EDGE LIGHT EXIT SIGN WITH 90 EMERGENCY BATTERY PACK, LOW GLOSS WHITE TRIM, WALL OR STEM MOUNT, SINGLE OR DOUBLE FACED WITH GREEN LETTERS AND ARROWS AS SHOWN. SURELITE LPX7OGWH RECESSED WALL MOUNT SINGLE FACED DOUBLE FACED WITH ARROWS RIGHT AND LEFT UNIV SUPPLIED WITH UNIT 30 WALL MOUNTED OR STEM MOUNT D TELECOMMUNICATIONS DATALINK W/ 3/4 "C TO ABOVE ACCESSIBLE CEILING 'pa FLUSH WALL SWITCH, SUBSCRIPT DENOTES OUTLETS CONTROLLED, NUMBERS DENOTE 3 =3 WAY, P= PILOT LIGHT, 4 =4 WAY, K= KEYED, ETC. MOUNT AT 36 " -48" AFF DISCONNECT SWITCH TYPE, AND RATING AS REQUIRED. ►04 EMERGENCY DUAL HEAD WITH 90 MINUTE RATED, TWO 20 -WATT TUNGSTEN HALOGEN LAMPS. SPACED 15' -0" ON CENTER FOR 1 F.C. MCPHILBEN CAX6L40W20- CAXRMB 120/277V DUAL VOLTAGE SUPPLIED WITH UNIT 40 SURFACE OR PENDANT +14' -0" AFF nr IG HUBBLE PG-5261 CLEAN POWER OUTLET WITH ISOLATED GROUND. 3c DUPLEX RECEPTACLE, 120V, 20A, 3PG, +18" U.O.N. 4 -PLEX RECEPTACLE, 120V, 20A, 3PG, +18" U.O.N. 150 WATT METAL HALIDE LOW BAY PRISMATIC REFLECTOR WITH ALL REQUIRED MOUNTING HARDWARE. VERIFY SPECS WITH OWNER PRIOR TO BID. EXCELLINE CONSTAR DB- E- 16- 150- MA-WHT-8 HPO BALLAST UNIV 150 METAL HALIDE 160 LENGTH OF CORD AS REQUIRED BOTTOM OF FIXTURE AT +12' -0 "AFF GFI GROUND FAULT INTERRUPTER RECEPTACLE, DUPLEX, 20A, 3PG, 120V, +42 ", U.O.N. (IF NOTED, PROTECTION MAY BE FROM BRANCH G.F.I. CIRCUIT BREAKER.) DUPLEX RECEPTACLE, 120V, 20A, 3PG. SHOW WINDOW OUTLET, MOUNT FLUSH TO CEILING ABOVE WINDOW. Q h o 0 SINGLE CIRCUIT TRACK WITH WHITE TRACK HEADS AND ACCESSORIES. HALO L652P/L653P (TRACK) L1738P (HEADS) 120 1- 24PAR38/830/FL40 SHATTERPROOF PAR LAMP 30 SURFACE (STEM MOUNT) 208V OUTLET. +18" UON MOTOR OUTLET AS NOTED, CONNECTION COMPLETE. EXISTING WALL MOUNTED LIGHT FIXTURE (VERIFY) SHEET NOTE TAG. EXAMPLE: SHEET NOTE 1. O EXISTING CEILING MOUNTED LIGHT FIXTURE (VERIFY) MOTION DETECTOR AND BOX, CEILING, WALL MOUNTED, +44 "AFF (UON) LOWER CASE LETTER INDICATES CIRCUIT OF FIXTURE CONTROLLED BY DETECTOR. AIM ADJUSTABLE SENSORS PER DIRECTIONAL ARROWS WHERE INDICATED. ELECTRICAL PANEL, 120/208 V, 30, 4WIRE (UON) EXTERIOR WALL MOUNT LIGHT FIXTURE LITHONIA LIGHTING WSTM 70M MD 120 LPI 120 METAL HALIDE M70 MEDIUM BASE SOCKET PAR LAMP 30 SURFACE RTS REMOTE TEST STATION COMPATIBLE WITH DUCT SMOKE DETECTOR ANNU REMOTE LED ANNUNCIATOR COMPATIBLE WITH DUCT SMOKE DETECTOR ADA NOTES FIXTURE NOTES FLASHED ROOF JACK 1. INSTALL ELECTRICAL RECEPTACLES BETWEEN 18 " -48" AFF. 2. INSTALL SWITCHES USED BY ROOM OCCUPANTS TO CONTROL LIGHTING, APPLIANCES OR ENVIRONMENTAL EQUIPMENT AT 36 " -48" AFF OR 36 " -44" IF A REACH OVER AN OBJECT EXCEEDS 20 ". 3. CONTROLS AND SWITCHES SHALL OPERATE WITH ONE HAND AND NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, A 5 LB FORCE TO ACTIVATE CONTROLS. 4. INSTALL ENVIRONMENTAL CONTROLS, 48" IS THE MAXIMUM FOR HIGH REACH AND 15" FOR LOW REACH. ENERGY CODE COMPLIANCE PROVIDE ANY NECESSARY LIGHTING EQUIPMENT AND CONTROLS TO MEET THE ENERGY CODE REQUIREMENTS ENFORCED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 1. OWNER TO APPROVE ALL FIXTURE SUBMITTALS PRIOR TO PURCHASE. PROVIDE ALL CUT SHEETS WITH CORRESPONDING TAG AND MODEL NUMBERS AND SHOW EXPLICITLY ALL STYLES, FINISHES AND COLORS - OTHERWISE CONTRACTOR WILL BEAR ALL RESTOCKING AND RELATED COSTS TO OBTAIN THE PROPER FIXTURE. 2. MANUFACTURER AND DESCRIPTION NOTED ARE TO ESTABLISH MINIMUM STANDARDS FOR FIXTURES. EQUIVALENT WILL BE REVIEWED BASED ON APPEARANCE, CONSTRUCTION AND PHOTOMETRICS. DESCRIPTION SHALL PREVAIL OVER MANUFACTURER CATALOG NUMBERS. 3. ALL T8 FLUORESCENT LAMPS SHALL BE ANSI STANDARD RE741 EXCEPT AS NOTED, AND SHALL BE BY SAME MANUFACTURER. 4. FLUORESCENT BALLASTS SHALL BE HIGH FREQUENCY ELECTRONIC, MINIMUM 88% BALLAST FACTOR, MAXIMUM 20% TOTAL HARMONIC DISTORTION, INTEGRATED CIRCUIT, ADVANCE MARK V OR EQUIVALENT BY MOTOROLA, MAGNETEK, OR EBT. OR ALL RAPID START AND SLIMLINE FIXTURES SHALL HAVE ENERGY SAVING BALLASTS, ADVANCE MARK III, UNIVERSAL SLH OR ACCEPTED EQUIVALENT. 5. FINISH MATERIALS AND COLOR OF ALL LIGHT FIXTURES SHALL BE VERIFIED WITH ARCHITECT AS PART OF SHOP DRAWINGS SUBMITTAL PRIOR TO ORDERING. PROVIDE SAMPLE COLOR CHIPS AND /OR SAMPLES AS REQUESTED. 6. PRISMATIC DIFFUSER LENSES SHALL BE 100% VIRGIN ACRYLIC, MINIMUM 0.125" THICKNESS, PATTERN #12A UNLESS OTHERWISE NOTED. 7. ALL FIXTURES SHALL HAVE A MINIMUM OF AN UNCONDITIONAL TWO YEAR WARRANTY ON ALL BALLASTS (PARTS AND LABOR). 8. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY FOR THE SPECIFIC APPLICATION IN WHICH USED. IT SHALL BE INSTALLED AS PER LISTING OOR LABELING. 9. VERIFY EXACT MOUNTING HEIGHTS AND REFERENCE HEIGHTS (I.E., BOTTOM OF FIXTURE, CENTER LINE OF OUTLET BOX, ETC.) WITH ARCHITECT PRIOR TO ROUGH -IN. 10. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES IN CEILING. 11. SURFACE MOUNTED FIXTURES SHALL BE SECURED TO BUILDING STRUCTURE - TOGGLE BOLTS ARE NOT ACCEPTABLE. 12. ALL PENDANT MOUNTED FIXTURES SHALL BE INSTALLED WITH CANOPIES AND STEMS SUCH THAT THEY SWING A MINIMUM OF 45' IN ALL DIRECTIONS WITHOUT HITTING ANY OBSTRUCTIONS. IF THERE ARE OBSTRUCTIONS WITHIN THE 45' SWING AREA, PROVIDE SWAY BRACING TO RESTRICT ANY MOVEMENT. 13. PROVIDE SEISMIC BRACING FOR ALL FIXTURES WHERE REQUIRED BY STATE BUILDING CODES AND LOCAL JURISDICTION. 14. SURFACE MOUNTED FIXTURES SHALL CLEAR SPRINKLER HEADS BY 12" MINIMUM. 15. FLUORECENT, COMPACT FLUORESCENT, AND METAL HALIDE LAMPS SHALL BE FULL WATTAGE, 4100K COLOR TEMPERATURE, BY GENERAL ELECTRIC, SYLVANIA - OSRAM OR PHILIPS. 16. ALL FLUORESCENT WITH DOUBLE -ENDED LAMPS SHALL BE EQUIPPED WITH DISCONNECT MEANS PER NEC SECTION 410.30. HOME RUN POINT OF BRANCH CIRCUIT GROUPING. HOME RUN FOR CIRCUITS SHOWN IS TO ORIGINATE FROM AN OUTLET, RECEPTACLE, LIGHTING OUTLET, ETC. DO DUCT MOUNTED FIRE ALARM SMOKE DETECTOR WITH DUCT SAMPLING TUBE, FURNISHED AND INSTALLED BY MECHANICAL, CONNECTED BY ELECTRICAL (LION). CONNECT TO EXISTING FIRE ALARM SYSTEM. DUCT SMOKE DETECTOR SHALL BE COMPATIBLE WITH EXISTING FIRE ALARM SYSTEM. THERMOSTAT MOUNT AT 36 " -48 "AFF. PROVIDE 1/2"C TO ACCESSIBLE CEILING SPACE. SEE MECHANICAL DWG FOR EXACT LOCATION. POWER POLE, WIREMOLD NP600 SERIES, LENGTH AS REQUIRED PROVIDE FLOOR AND CEILING SUPPORT, VERIFY COLOR WITH BEVERAGES & MORE REPRESENTATIVE. EXHAUST FAN ABBREVIATIONS AFF ABOVE FINISH FLOOR ATD ABOVE TOP OF DOOR AMP o -A AMPERE BFC BELOW FINISHED CEILING C CONDUIT -C- COMPUTER CONDUIT CB CIRCUIT BREAKER CO CONDUIT ONLY CKT CIRCUIT EC ELECTRICAL CONTRACTOR EM EMERGENCY LTG. ON NON- SWITCHED CKT. EMS ENERGY MANAGEMENT SYSTEM FD- X FLOOR DISPLAY (TITLE 24) GFCI GROUND FAULT CIRCUIT INTERRUPTER ISO /INS ISOLATED /INSULATED GROUND JB JUNCTION BOX LTG LIGHTING (FIXTURE) MLO MAIN LUGS ONLY NEC NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT (BY LANDLORD, VERIFY) REV REVISION -T- TELEPHONE CONDUIT TYP TYPICAL UON UNLESS OTHERWISE NOTED VIF VERIFY IN FIELD WP WEATHER PROOF (NEMA 3R) WO -X WALL DISPLAY (E), (N) EXISTING, NEW RESPECTIVELY (ER) EXISTING TO BE REMOVED (ERP) EXISTING REMOVE AND REPLACE AS INDICATED (ERRP) EXISTING REMOVE, RELOCATE AND REPLACE AS INDICATED (ERR) EXISTING REMOVE AND RELOCATE SHEET INDEX t 1t E1.0 SPECIFICATIONS, NOTES & LIGHT FIXTURE SCHEDI1f, 11 2012 E2.0 DIAGRAMS AND PANEL SCHEDULES '•'�"► E3.0 GROUND FLOOR LIGHTING PLAN E4.0 GROUND FLOOR POWER & SIGNAL PLAN E5.0 ROOF ELECTRICAL PLAN E6.0 ENERGY CODE COMPLIANCE FORMS Dig - -16)4 PE... z 1 CENT ■ co O 3 i all i 2 =c CP • 2 (13 X03 iN LI 3 c..t Ca 8r� NO. REVISIONS BY MAY 07 2012 PERMIT SET ERIC GREG STEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ 1 f ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright © 2012 SPECIFICATIONS, NOTES & LIGHT FIXTURE SCHEDULE JOB NO. 11 4360 20 DATE DRAWN VK `CHECKED JS, C ENERGY CODE COMPLIANT TIM ECLOC K PHOTOCELL ON ROOF FOR EXT SIGN BP -1 & BP -2 & BP -3 2 HOUR TIMER BYPASS SWITCH PARAGON #SW2H OR EQUAL. LOCATE SWITCH SO THAT PERSON USING THE DEVICE CAN SEE THE LIGHTS CONTROLLED. 1 T BP -1 L1 -33 T BP -2 L1 -33 RELAY A3 -1 A3 -2 A2 -3 T BP -3 A2 -3 L1 -33 A2 -5 I A2 -7 (I-- -- A2-9 I E-11 A2 -11 I I--- A2 13 II- I L1 13 I I A2 15 II A2 -17- -I) A2 1 A2 -21 I I I A2 23 I II A2 25 LI_I -� N PHOTOCELL ON/ TIMESWITCH OFF 17O-1 3 I II I SALES AREA LIGHTS & TRACK N EXTERIOR SIGN EXTERIOR SIGN A2 -27 RELAY -1 A3 -14 -1 A3 -16 I I I BACK EXIT LIGHTS A3 -18 I I I A3 -20 I- LIGHTING CONTROL DIAGRAM 1\ SCHEMATIC E2.� STOCK ROOM RESTROOMS KITCHEN LIGHTS INTERIOR SIGN '- unvc icwzoo vvuti^ 4 MOUNTING. SURFACE NOTES: PANEL 'Al ' BUS RATING: 225A PHASE: 3 AC RATING: PER UTILITY CO. MAIN REOUIRE1 T: 200A CB TYPE CONDITION: EXISTING REQUIREMENT: 200A CB TYPE CONDITION: EXISTING 3 MOUNTING. AIC RATING: CONDMON: 0 _ NOTE u.i z LOAD DESCRIPTION (ITEM NO.) LOAD KVA T LOAD KVA LOAD KVA CB P T LOAD DESCRIPTION (ITEM NO;) CB P T G 9 z I. U 1 D M 3 60 (N) ROOFTOP UNIT RT -4 2.15 A 1.44 SPARE 1 20 K 2 2 3 D M 1 20 LTG. SALES DAYLIGHT 2.15 B 1 92 SPARE 1 20 K 4 4 5 D M - --- - - - - -- 2.15 C 1:50 SPARE 1 20 0 6 6 7 d C 1 20 SPARE 1.44 A 1.00 SPARE 3 80 K g 8 9 D G 1 20 SPARE 1.44 B 0.10 SPARE - - K 10 10 11 G C 1 20 SPARE 1:44 G 0,10 SPARE - - K 12 12 13 G C 1 20 SPARE 1,44 R, 1.30 SPARE 1 20 K 14 14 16 15 G C 1 20 SPARE 1.44 B 1:30 SPARE 1 20 -- 17 K 1 20 SPARE 0.36 C 1 SPARE 1 20 C 0.72 18 19 20 M 3 100 (E) ROOFTOP UNIT RT -1 12.00 A 1 SPARE 1 20 A 1 :80 20 22' 24 21 20 M - - 21 12.00 B 1 SPARE 1 20 B 0:50 23 23 M LTG - COOLER BOX 3 --- . ... -. 12.00 C 22 SPARE 1 20 1 20 25 0.63 C 3 100 SPARE 50 A 6.00 SPARE 1 20 C 1 26 27 0.71' A - EVAP UNIT - COOLER BOX - B 5.93 (E) ROOFTOP UN RT -2 3 60 M 1 28 29 1.16 B 1':10 REMOTE CONDENSING UNIT 15 C 5.93 28 29 BALER M 1 ' 32 31 0.25 C 1.10 - - -- SPACE A 5.93 30 31 0 1 33 SMOKE DETECTORS 010 A 1 10 SPACE - B 0.72 PANEL "A4" 32 60 C 34 36 38 35 LTG EXT., BACK ROLL UP DOOR, BACK ea 0.17 B SPACE SPARE C 0.00 12.00 i C 34 35 3 37 1 20 SPARE 37 SPACE M A 1 SPARE 3 60 36 37 39 1 20 SPARE SPACE A B SPACE SPARE - - B 38 40 42 41 - 1 20 SPARE SPACE B C SPACE SPARE - - C 40 CONNECTED LOAD: DEMAND LOAD CALCULATION 20 SPACE CONVECTED LOAD: PHASEA 20.08 KVA DEMAND LOAD CONTINUOUS LOAD (C) DEDICATED LOAD (D) GENERAL RECEPTACLE (G) KITCHEN EQUIPMENT (K) LARGEST MOTOR LOAD (M) SUBTOTAL 000 0.72 0.00 0.00 60:24 NEC DEMAND FACTOR 125% 100% 100% of 1st 10kVA & 50% of remaining 65% 125% of largest motor + 100% remaining 0.00' 0:72 0.00 0.00 60:24 PHASE B 20.80 KVA PHASE C 2008 KVA TOTAL 60:96 KVA DEMAND TOTAL DEMAND KVA 60.96 AMPS@ 120/208, 3 PHASE, 4VVIRE 169:21 PHASE 22.90 KVA SINGLE LINE DIAGRAM NOTES RENAME EXISTING PANEL "1 -3" TO "Al " RENAME EXISTING PANEL "2 -3" TO "A2" PROVIDE NEW ISOLATED GROUNDING TO BUILDING METAL STRUCTURE. WHERE THE INTERRUPTING RATING NOTED ON PANEL SCHEDULES IS LESS THAN THE AVAILABLE FAULT CURRENT, A SERIES -RATED SYSTEM IS INTENDED. IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT ALL OVERCURRENT DEVICES ARE APPLIED IN ACCORDANCE WITH THE RESPECTIVE EQUIPMENT LISTING, IF SERIRES -RATED EQUIPMENT CANNOT BE PROVIDED, PANELS AND DEVICES SHALL BE RATED FOR THE AVAILABLE FAULT. RENAME EXISTING PANEL "3 -3" TO "A3" RENAME EXISTING PANEL "4" TO "A4" (E) UTILITY COS SERVICE POINT (E) METER CABINET (E) METER I3 (E) PANEL ABBREVIATIONS T P REC LTG CB • A TRIP AMP. POLES RECEPTACLES LIGHTING CIRCUIT BREAKER HANDLE LOCK ON DEVICE AMPERES KA KVA ** • (E) (N) NB 1,000 AMPERES 1,000 VOLT AMPERES VIA TIME CLOCK SWITCHING DUTY C.B. EXISTING TO REMAIN NEW PROVIDE NEW BREAKER COMPATIBLE TO EXISTING PANEL (E) GUTTER INSIDE ELECTRICAL ROOM (E) PANEL 'A4' L J c -(E) c7-(E) c-(E) .'-.. (E) PANEL 'Al' (E) PANEL 'A2' SINGLE LINE DIAGRAM SCHEMATIC -(N) 1#4 ISOL GND 104. (E) PANEL 'A3' (N) ISOL GND BUS • -"" ' "" ""° vvIrct 4 MOUNTING: SURFACE NOTES: PANEL 'AT BUS RATING: 225A PHASE 3 AICRATING: PER UTILITY CO. MAIN REQUIREMENT: 200A CB TYPE CONOFTION: EXISTING REQUIREMENT: 200A CB TYPE CONDITION: EXISTING 3 MOUNTING. AIC RATING: CONDMON: 0 _ NOTE u.i z to 0 CB P T LOAD DESCRIPTION (ITEM NO.) LOAD KVA Lu Q i LOAD KVA LOAD DESCRIPTION (ITEM NO.) CB P T G 9 v rte-' z 1 1 D C 1 20 LTG. EXIT SIGN/EM 0.50 A 1.44 REC - UNDER COUNTER REFRIGERATOR 1 20 K 2 2 3 D G 1 20 LTG. SALES DAYLIGHT 1.51 B 1 92 REC - GLASS WASHER 1 20 K 4 4 5 D C 1 20 LTG. MAIN SALES 1.44 C 1:50 (E) FRONT ROLL -UP DOOR 1 20 0 6 6 7 d C 1 20 LTG. MAIN SALES 1.44 A 1.00 REC - CAVIAR CASE 1 20 K g 8 9 D G 1 20 LTG. MAIN SALES 1.44 B 0.10 LTG - CHEESE CASE 1 20 K 10 10 11 G C 1 20 LTG. MAIN SALES 1:44 C 0,10 FANS- CHEESE CASE 1 20 K 12 12 13 G C 1 20 LTG. MAIN SALES 1,44 A 1.30 AS - CHEESE CASE 2 20 K 14 14 15 G C 1 20 LTG. MAIN SALES 1.44 B 1:30 1 20 D -- 17 K 1 16 17 0.36 C 1 20 LTG. MAIN SALES 1.60 C 0.72 REC - GFCI RESTROOMS 1 20 G 1 18 19 0.60 C 1 20 LTG. MAIN SALES 1.60 A 1 :80 REC - BREAKROOM; STORAGE ROOM 1 20 G 1 20 21 0.30 C 1 20 LTG. MAIN SALES 1.60 B 0:50 22 23 LTG - COOLER BOX 3 20 K 22 23 SPARE C 1 20 LTG. TRACK SALES 0.63 C 0.50 LTG - COOLER BOX REACH -IN 3 50 C 6.00 24 25 CLCX�4 C 1 20 LTG. TRACK VIII REACH IN I KITCHEN 0.71' A 1:00 EVAP UNIT - COOLER BOX - C 6.00 26 27 C 1 20 LTG. BACK SPACE 1.16 B 1':10 REMOTE CONDENSING UNIT 3 15 M 6,00 28 29 BALER C 1 ' 20 RESTROOM EXHAUST FANS 0.25 C 1.10 - - -- 3 M 1200 30 31 0 1 20 SMOKE DETECTORS 010 A 1 10 M - M 12.00 32 33 C 1 20 LTG EXT., BACK ROLL UP DOOR, BACK ea 0.17 B M SPARE 1 20 12.00 i C 34 35 3 30 1 20 SPARE 37 C M SPARE 1 20 0;10 A 36 37 1 20 SPARE 39 A SPACE 20 SPARE B 38 39 - 1 20 SPARE 41 B SPACE 20 SPARE C 40 41 1 20 SPACE CONVECTED LOAD: C SPACE PHASEA 2320 KVA 42 CONNECTED LOAD: DEMAND NEC DEMAND FACTOR 125% 100% 100% of 1st 10kVA & 50% of remaining 65% 125% of largest motor + 100% rerreining 1.13 3.56 3.68 0.00 54.10 PHASEB 23,84 KVA PHASE 22.90 KVA TOTAL 69.94 KVA R-ASE A 13,53 KVA LOAD CALCULATION DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR PHASE B 12.24 KVA CONTINUOUS LOAD (C) DEDICATED LOAD (D) GENERAL RECEPTACLE (G) KITCHEN EQUIPMENT (K) LARGEST MOTOR LOAD (M) 19:87 1.70 2:52 7.66 3:30 125% 100% 100% of 1st 10kVA & 50% of rerreining 65% 125% of largest motor + 100% remaining 24.84 1.70 2.52 7.66 3.30 PHASEC 9.28 KVA TOTAL 35:05 KVA TOTAL DEMAND KVA 40.02 AMPS @ 120/208, 3 PHASE, 4WIRE J 111,09 PANEL VOLTAGE 120/208 WIRE 4 MCUNITNG: SURFACE NOTES: PANEL 'A3` BUS RATING: 225A PHASE 3 AICRATING: PER UTILITY CO. MAIN REQUIREMENT: 200A CB TYPE CONDITION: EXISTING 3 MOUNTING. AIC RATING: CONDMON: 0 _ NOTE LOAD CB P T LOAD DESCRIPTION (ITEJYI NO.) LOAD KVA PHASE LOAD KVA LOAD DESCRIPTION (ITEM NO.) CB P T LOAD I to Le O t- v 1 I LOAD D 1 20 REC CASH REGISTER K3 0,20 A 0:40 RED - MANAGER BOOTH 10 1 20 0 1 2 3 1 D 1 20 REC. CASH REGISTER G 0:20 B 040 REC- MANAGER BOOTH IG 1 20 0 3 4 5 1 D 1 20 RED CASH REGISTER G 0:20 C 0;20 REC - MANAGER BOOTH 1 20 0 5 6 7 1 d 1 20 REC CASH REGISTER I3 0:20 A 0.20 REC - IViANAGER BOOTH 1 20 D 7 g 9 D 1 20 REC- MUSIC EQ. IG 0.40 B 1.04 RED- SHOW WINDOW 1 20 . G • 10 11 G 1 20 REC - OFFICE IG 0.40 C 1.04 REC - SHOW WINDOW 1 20 G CONTINUOUS LOAD (G) DEDICATED LOAD (D) GENERAL RECEPTACLE(G) KITCHEN EQUIPMENT (K) LARGEST MOTOR LOAD (M) 12 13 0.00 0.72 0.00 0.00 0.00 G 1 20 REC - OFFICE IG 0.40 A 0.20 SIGN - VINE 1 20 D 14 15 G 1 20 REC- OFFICE 0.80 B 0.20 SIGN - BEAR 1 20 D 16 17 0 1 20 REC- OFFICE TELEPHONE BACKBOARD 0.36 C 0:20 SIGN - SPIRITS 1 20 0 18 19 C 1 20 EXTERIOR SIGN TOWER - J BOX 0.60 A 0.20 SIGN - FOOD 1 20 0 2D 21 C 1 20 EXTERIOR SIGN STOREFRONT J-BOX 0.30 B SPARE 2 20 0 22 23 1 20 SPARE C SPARE 20 24 25 M 3 50 ELECTRIC WATER HEATER 6.00 A_ 0:20 CLCX�4 1 20 26 27 � - ' '-- -` 6.00 B 1 20 28 29 M - - .__.- 6,00 C 2;50 BALER 3 30 30 31 M 3 100 (E) ROOFTOP UNIT RT 3 1200 A 2.50 _ 33 M - - 12.00 $ 2.50 34 35 M - _ 12.00 i C SPARE 3 30 36 37 M 1 20 CIRCULATING PUMP 0;10 A SPARE 39 1 20 SPARE B SPARE - 40 41 1' 20 SPARE C SPARE 1 20 42 CONVECTED LOAD: DEMAND LOAD CALCULATION PHASEA 2320 KVA DEMAND LOAD CONTINUOUS LOAD (C) DEDICATED LOAD (D) GENERAL RECEPTACLE (G) KITCHEN EQUIPMENT (K) LARGEST MOTOR LOAD (M) SUBTOTAL 0.90 3.56 3.68 0.00 54.10 NEC DEMAND FACTOR 125% 100% 100% of 1st 10kVA & 50% of remaining 65% 125% of largest motor + 100% rerreining 1.13 3.56 3.68 0.00 54.10 PHASEB 23,84 KVA PHASE 22.90 KVA TOTAL 69.94 KVA TOTAL DEMAND KVA 62.47 AMDS © 120/208, 3 PHASE, 4WIRE 173.39 PANEL REVISIONS 'A4' VOLTAGE: 12C/208 WIRE PHASE: TYPE 3 MOUNTING. AIC RATING: CONDMON: SURFACE NOTES: BUS RATING: 125A 1 ENDOM ❑ PER UTILITY CO. Li MAIN REQUIREIV1ENT: MO EXISTING z I LOAD CB P T LOAD DESCRIPTION (ITEM NO.) LOAD KVA PHASE LOAD KVA LOAD DESCRIPTION (ITEM NO.) CB P T LOAD I ._ 1. Oz CKT# I 1 D 1 20 PHONE BOARD REC: 0.36 B SPARE 1 20 2. 3 1 20 SPARE G SPARE 1 20 4 5 D 1 20 PHONE BOARD REC. 0.36 6. SPARE 1 20 6 7 SPACE G SPARE 1 20 8 CONNECTED LOAD: DEMAND LOAD CALCULATION PHASE B PHASE C TOTAL DEMAND LOAD SUBTOTAL NEC DEMAND FACTOR 0.72 KVA CONTINUOUS LOAD (G) DEDICATED LOAD (D) GENERAL RECEPTACLE(G) KITCHEN EQUIPMENT (K) LARGEST MOTOR LOAD (M) 0.00 0.72 0.00 0.00 0.00 125% 100% 100% of 1st 10kVA & 50% of remaining 65% 125% of largestmotar + 100% remaining 0.00 0.72 0.00 0.00 0.00 0.00 KVA 0.72 KVA TOTAL DEMAND KVA AMPS @ 120/208, 1 PHASE, 3WWRE: 0.72 f 3.46 bit6'-1 R Eck"; MAY 112012 pG ilIT CENT LR 13. E as Q„ C O 3 i (1) .2 o � dH� NI 3 *Ca 1(172 NO. REVISIONS B1 MAY 07 2012 PERMIT SET ERIC GREG TEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ Li ACIES \ ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 DIAGRAMS & PANEL SCHEDULES JOB NO. 11 4360 20 DATE DRAWN VK `CHECKED JS4/ (E)__P_ANEL RECEIVING LOCK -UP OFFICE STORAGE A2 -33 THRU ONTROLS (N) 33 /�- - (E) PANEL (E) PANEL (E) PANEL -1 06I WOMEN 21t 1 10 JANITO1 A2 -25, THIS r,2i9 NTROLS - - dimasssreiraisemEssr GENERAL NOTES 1. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBERS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM INCLUDING HOME RUN (WHETHER OR NOT SHOWN). BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND N.E.C. (2008). PROVIDE #10 WIRE FOR 120V CIRCUIT RUNS OVER 125 FT. 2. UNDERGROUND AND OVERHEAD ROUTING OF BRANCH CIRCUITS ARE GENERALLY NOT SHOWN. HOWEVER THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR COMPLETE WIRING SYSTEM INCLUDING HOMERUNS, RESTORATION OF ALL NEW OR EXISTING SURFACES REQUIRING SAW CUTTING, PATCHING, PLASTERING, PAINTING AND /OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED. VERIFY ANY APPLICABLE SEALANT SPECIFICATIONS WITH LANDLORD'S REPRESENTATIVE. 3. ALL RACEWAYS PASSING THROUGH THE WALLS, FLOOR OR CEILING OF THE COOLER UNIT SHALL BE SEALED WITH A SUITABLE PLIABLE COMPOUND AT A CONDUIT BODY OR JUNCTION BOX BEFORE IT ENTERS THE COLDER SECTION. 4. SEE SHEET E -2 FOR LIGHTING CONTROL PANEL SCHEMATIC. 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, SHEET A2.1 FOR ACTUAL LIGHTING LAYOUT. 6. PROVIDE UNSWITCHED HOT TO EMERGENCY LIGHTS, EMERGENCY BALLASTS AND EXIT SIGNS. SERVICE COUNTER A2 -25z 1 WINE_ WINE 9 —Q -- °11j 131 8. LIGHTING IN FOOD PREPARATION, UTENSIL WASH AREAS, AND STORAGE AREAS HAS BEEN DESIGNED TO PROVIDE MINIMUM LIGHTING LEVEL OF 50 FOOT CANDLES. 9. SHATTERPROOF BULBS AND OR COVERS TO BE PROVIDED ON OR IN LIGHT FIXTURES LOCATED IN FOOD PREPARATION, OPEN FOOD STORAGE AND UTENSIL- CLEANING AREAS. SPLAY 1x 3' t% 13m r15o DXPLAY 8' x 3' 10. LIGHTING IN WALK IN COOLER AND DRY STORAGE ROOM HAS BEEN DESIGNED TO PROVIDE A MINIMUM OF 10 FOOT CANDLES OF LIGHT MEASURED 30" OFF FLOOR. AT LEAST 20 FOOT CANDLES IS PROVIDED IN TOILET ROOMS. DISP= 8'x3 11. ALL ELECTRICAL LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS. 12. CONDUITS CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING. 13. MULTIPLE RUNS OR CLUSTERS OF CONDUIT SHALL BE FURRED IN OR ENCASED IN AN APPROVED SEALED ENCLOSURE. 14. ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. 15. ADDITIONAL DIRECTIONAL EXIT SIGN MAY BE REQUIRED TO CLEARLY INDICATE THE DIRECTION OF EGRESS AND SHALL BE FIELD VERIFIED. 0 i cm 0 an 2 CC g I 61 I CD i'H mN ai =rte m �rz i% 19s % #21u LIQUOR 1% I �� « ,� 9g 11 j %fir 131 %� 15n % 17p �# 19r BE R GLASSWARE I CRITICS 8' x 5' LIQUOR LIQUOR GLASSWARE 1% %i 13m 15o LIQUOR SHEET NOTES OMANUAL ON /OFF SWITCH WITH 2 -HR TIMER O INTERLOCKED WITH ROOM LIGHT FIXTURE. O SWITCHBANK SEE 2/E3 VERIFY EXACT LOCATION WITH BEVMO. LIQUOR 0. PROVIDE EMERGENCY LIGHT PER LOCAL JURISDICTION REQUIREMENTS, OR PER LOCAL CODES. THEY SHALL BE WIRED TO BE SWITCHED IN NORMAL MODE BUT AUTOMATICALLY ENERGIZED BY BATTERY PACK UPON POWER FAILURE (OR CIRCUIT BREAKER TRIP). 5O EXISTING EXTERIOR LIGHT FIXTURE CONNECTED TO BUILDING HOUSE PANEL. CLEAN AND REPLACE LAMP IF REQUIRED. O. DUCT SMOKE DETECTOR FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. EC TO PROVIDE POWER AS SHOWN. ' 1-31- 810 DEALS 8' x 3' LIQUOR LIQUOR 9h T 11k -J- -TYP --� E AGE 1TZIER)- j j EOO (LONER) j 1 is • t% i% �' 7e %# 9g �i 23�� FO, D (LO IER) I -j I 001 (LO IER) j 01 ENTRY Cr C. 15o NI} X17 ( 19s (M ) G MINfi� MINI 715ii _ 7 i 02 J 3b %./ 30 'Y 3b CHECK *SIGNS CIGARS n . CD 0 0 ©- A3-14 A3 -16 A3 -18 A3 -20 *CLOCK J BOX FOR INTERIOR SIGN AND RECEPTACLE FOR CLOCK. VERIFY EXACT MTG. HT. AND LOCATION IN FIELD N0. REVISIONS B1 MAY PE 7,T 2012 ERIC GREG `TEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ l EIET PAZ VISI. VISI SIGN ELEVATION 3� SCALE: N.T.S. E3.0 AGIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 2HR BY PASS SWITCH BP -1, BP -2, BP -3 GROUND FLOOR LIGHTING PLAN JOB NO. 11 4360 20 DATE DRAWN VK `CHECKED JS/ SWITCHBANK DETAIL ( 2 SCALE: N.T.S. \ E3.0 !.J EVAP UNIT 3P30A, 240V, 20A FUSE (E) PANEL "Al" OTEL. BACKB0A14 — (E) PANEL "A 07 RECEIVING OFFICE 09 LOCK -UP STORAGE BREAK ROOM (E) PANEL "A2" (E) PANEL "A3" ( CORRIDOR 1 ELPFM 121 STOCK ROOM —177-1 wo MEN .....w •v'a's li\.. A2- 24,26,28 to v■ NIP MEN A2 -20,22 TASTING WINE WINE DISPLAY 8' x 3' DISPLAY 8' x 3' A2— $,10,12,14,16 SALES AREA CAVIAR CASE F- L `DISPLAY` 8' x 3' LIQUOR GLAS`WARE CRITICS 8' x 5 LIQUOR LIQUOR GLASSWARE GLASSWARE BIG DEALS 8' x 3' \ LIQUOR LIQUOR LIQUOR LIQUOR ----� — — ' -iE A-GF zILR�r -- — — j :O0?? (LO ER) CHEESE CASE FANS, ANTI SWEAT AND LIGHTS A3- 1,35,7, 6 #10, 1 #10 GRD 4#10 ISOL GRD, 3/4 "C 3 /4"C-tFE TEL /DATA 3/-4"C—FOR TEL /DATA 1 CIGARS I sFO Df1D((I.0 IER) 1 NO (LO IER} I i I A3 -10,12 10 , 10 —A2 -6 01 ENTRY CHECKOUT z cn CASHI`ER'S BOOTH - -7 JUNCTION BOX FOR AUTOMATIC - -DOOR; VERWY— LOCATION —AND - -_ REQUIREMENTS W/ VENDOR GENERAL NOTES 1. PLANS ARE PREPARED WITH REQUIRED BRANCH CIRCUITS INDICATED BY CIRCUIT NUMBERS. PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM INCLUDING HOME RUN (WHETHER OR NOT SHOWN). BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND N.E.C. (2008). PROVIDE #10 WIRE FOR 120V CIRCUIT RUNS OVER 125 FT. 2. UNDERGROUND AND OVERHEAD ROUTING OF BRANCH CIRCUITS ARE GENERALLY NOT SHOWN. HOWEVER THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR COMPLETE WIRING SYSTEM INCLUDING HOMERUNS, RESTORATION OF ALL NEW OR EXISTING SURFACES REQUIRING SAW CUTTING, PATCHING, PLASTERING, PAINTING AND /OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED. VERIFY ANY APPLICABLE SEALANT SPECIFICATIONS WITH LANDLORD'S REPRESENTATIVE. 3. ALL RACEWAYS PASSING THROUGH THE WALLS, FLOOR OR CEILING OF THE COOLER UNIT SHALL BE SEALED WITH A SUITABLE PLIABLE COMPOUND AT A CONDUIT BODY OR JUNCTION BOX BEFORE IT ENTERS THE COLDER SECTION. 4. ALL STOREFRONT RECEPTACLES MUST BE RECESSED MOUNTED. 5. ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. ALL ELECTRICAL LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. ALL EXPOSED CONDUITS SHALL BE INSTALLED AT LEAST 6" OFF FLOOR AND 3/4" FROM WALLS USING STANDOFF BRACKETS. 6. CONDUITS CANNOT BE INSTALLED ACROSS ANY AISLE WAY, TRAFFIC AREA OR DOOR OPENING. 7. MULTIPLE RUNS OR CLUSTERS OF CONDUIT SHALL BE FURRED IN OR ENCASED IN AN APPROVED SEALED ENCLOSURE. 8. ALL SEAMS, GAPS, OPENINGS TO BE PROPERLY SEALED. SHEET NOTES NEW ELECTRIC WATER HEATER 3X6KW, 208V, 30, ABOVE MOPSINK. CEILING MOUNT RECEPTACLE FOR FLAT SCREEN TV, COORDINATE EXACT LOCATION WITH TV INSTALLER. J.BOX UNDER BAR COUNTER. PROVIDE 12 "X12 "X6" PULL BOX MOUNTED ON CEILING FOR TEL /DATA. JUNCTION BOX ON CEILING FOR TV SIGNAL WIRING. 1 "C WITH PULLWIRE HOMERUN DOWN TO J —BOX AT BAR. NO HOME RUNS ALONG POWER AISLE. VERIFY EXACT LOCATION. PROVIDE J —BOX FOR CIRCULATING PUMP. VERIFY EXACT LOCATION PRIOR TO ROUGH —IN. SHOW WINDOW RECEPTACLE, FLUSH MOUNT IN WALL AT +17 FEET FOR OPEN CEILING STORES. FLUSH MOUNT IN CEILING FOR STORES WITH SUSPENDED T —BAR CEILING. EXISTING J —BOX FOR TOWER ILLUMINATED SIGNAGE TO BE RECONNECTED TO PANEL A3. SEE SHHET E2.0 FOR PANEL SCHEDULE AND CONTROL DETAILS. LOCATION SHOWN FOR REFERENCE ONLY. DATA OUTLET CEILING MOUNTED WITH 3/4 "C STUB TO CEILING. 8' -0" 2' —O" 4' -0" 2' —O" DATA TEL 3/4 "C TO PANELBOARD LG. DUPLEX ELEC. RECEPTACLE J —BOX TYP FLEXIBLE co CONDUIT 1 TYP 3/4 "C UP TO 12"x12"x6" BOX ON CEILING FOR TEL /DATA 1' -0„ LOW VOLTAGE WIRING TYP CASH COUNTER DETAIL SCALE: 3/4 " =1' -0" SURFACE MOUNTE RECEPTACLE LOCATE ABOVE DOOR MOUNTED BELOW COUNTER CONDUIT STUBBED OUT THRU WALL (INSIDE WALL) FOR TEL /DATA 0 N "(0 O of F- Lu Qr <1-- z 0 2 U wQ 0w U -� V) In w U O_ I A3- 9,11,13,15 6#12, 1#12 GRD 3#12 ISOL GRD 3/4 "C 07 RECEIVING OFFICE 1 2 "C. STUBBED OUT WITH PULL STRING FOR TEL /DATA RECEIVING OFFICE POWER & SIGNAL PLAN SCALE: 1 /4 " =1' -0" C23 MAY 112012 pEt :-wa GE a [t:a . III (11) O E 3 2 cn it an 2 m 15 0 Q� '-I m 0 TFs NO. REVISIONS BY MAY PERMIT 2012 2 ERIC GREG tSTEVE MARQUART ❑ ENDOM ❑ HIGGINS ❑ i r ACTES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 GROUND FLOOR POWER & SIGNAL PLAN JOB NO. 11 4360 20 DATE DRAWN `CHECKED VK JS \ 2 ■ 3 I el ,30,32) g4 A1— (1,3,5) #4+ 1 # 10GND., 1-1/4"C. (N) RTU RTU 4 T ROOF PLAN SCALE: 1/8" = 1' -0" (E) I A3 -21 SHEET NOTES tO NEW ROOF TOP UNIT. SAFELY REMOVE AND DISCONNECT EXISTING UNIT AND PREPARE SPACE FOR INSTALLATION OF NEW EQUIPMENT. PROVIDE HARDWIRE CONNECTION TO INTEGRATED DISCONNECT SWITCH. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR. EXISTING J —BOX FOR STOREFRONT ILLUMINATED SIGNAGE TO BE RECONNECTED TO PANEL A3. SEE SHHET E2.0 FOR PANEL SCHEDULE AND CONTROL DETAILS. EXISTING J —BOX FOR STOREFRONT ILLUMINATED SIGNAGE TO BE RECONNECTED TO PANEL A3. SEE SHHET E2.0 FOR PANEL SCHEDULE AND CONTROL DETAILS. EXISTING ROOFTOP UNIT TO BE RECONNECTED TO PANEL A -3. REMAIN EXISTING WIRING. SEE PANEL SCHEDULE FOR MORE INFO. NEW CONDENSING UNIT FOR WALK —IN BOX. FINAL LOCATION ON ROOF TO BE VERIFIED AND COORDINATED WITH BEVMO REP b p ;EC E VE MAY 112012 CENTtR Ina III ail >I E 3 as c ar. 2 ti) • cp c = co 8 2� co co E 0 i N t0 N mi � �3 m 1-) rIN• Ne O. REVISIONS N BY MAY PE 7, 2012 T ERIC GREG ♦STEVE MARQUART ❑ ENDOM • HIGGINS ❑ J ACIES ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522 -5255 fx: (408) 522 -5260 info @acies.net Copyright ©2012 ROOF ELECTRICAL PLAN JOB NO. 11 4360 20 DATE DRAWN VK `CHECKED 9NEET E5.0 SHEETS ENERGY CODE COMPLIANCE FORMS Interior Lighting Summary LTG -INT Project Info Project Address Date 5/4/2012 ::..... For 8uxtdet 9 Department Use Department For Building Department. Use Applicant Name: Applicant Address: Applicant Phone: Project Description tion 0 Building Q Addition Q Alteration 0 Plans Included Refer to WSEC Section 151.3 for controls and commissioning requirements. Compliance Option 0 R'escripttve ® Lighting Rower Allowance 0 Systems Analysis C) Oear (See Qualification Checklist (over). Indicate Ftescriptive ,& IPA spaces clearly on puns.) Alteration Exceptions check appropriate riate box - sec. 1132.3 { apP � ) 3762 changed • No changes are being ;Ware to the lighting and space use not ❑Less than 609k of the frxturen► new , installed w attage not. increased, &space use not changed.: i Maximum Allowed Lighting Wattage Location (floor pian/room #) Occupancy Description Allow ed Watts per ft2" Gross Interior Area in ft2 Allowed x Area Department For Building Department. Use Component 1.33 10608 14109 App!. R one Project Description J �P o.6a 6270 3762 • New 0 Addition ® Alteration 34 30 1020 "" From Table 15-1 ( over) - documental exceptions on form LTG -LPA Toth Allowed Watts 17871 Proposed Lighting Wattage Location (floor pian/room #) - Fixture Description Number of Fixtures Watts/ Fixture Watts Reposed Department For Building Department. Use Component 20 58 1160 App!. R one Project Description J �P 95 160 15200 • New 0 Addition ® Alteration 34 30 1020 nna a 7nne! -2 Inn. A 0 7nnos 4 f IS�r 'Compliance Option Area controls I Lighting Pow er Mow ance 0 Systems Analysis Q Clear Building Grounds (luminaires > 100 Watts) ❑ Efficacy > SO lu menslW' ❑ Controlled by motion sensor ❑ ecenption;(ist) Schedule w i h type and features, indicate locations Alteration Exceptions (check appropriate box - sec. 1 X 32.3) and space use not changed. a No changes are being made the lighting ❑ Less than 60% of fixtures are new , stated wattage not increased, a31 space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allow- ance : 600 Tradable Surfaces 1513.5 Description Allow ed Watts per ft2 or per If Area ;(ft2), perimeter (if) or # of items Allow ed Watts x ft2 (or x If) Other Entries ROLL I DOOR 20 W/LF of door w idt 7 140 Other e n t r i e s S A L R . ,,,, a " "a 20 W/LF of door w idt 3 e 60 indicate location 82.0 Y - impl imam Cala. Total Allow ed Tradable Watts: Total R Watts may not exceed Total Ai Fed Watts for! Inter Total A oposetd 1738 Notes: 1. For proposed Fixture Description, indicate fixture type. tamp type (e.g. T-8), number of lamps at the fixture, and bait type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, tarrp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer* Ceted maximum input wattage of fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage. track lighting. t the greater of actualluninaire wattage or length of track ntiitip%ed by 50, or as applicable, the w attage of current hotting devices or of the transformer, For low voltage track lighting list the transformer rated wattage. Exterior Li htin Summar LTG -EXT Project Info i of Addres " ,: Y " " , " ` ", ` " etep Watts/ Fixture I, ,, 1: S: U U Y .. C k . r , 1,. • . " F V 4. V Department For Building Department. Use Component Inforrrnation Required Name: Appl Name: App!. R one Project Description J �P .I. � t 4 4 ❑ Plans Included re uireme q nits. • New 0 Addition ® Alteration Section 1513: for controls and commission Refer to WSEC n cc commissioning Li tin. Zone (as specified by Jurisdiction) ,1 nna a 7nne! -2 Inn. A 0 7nnos 4 f IS�r 'Compliance Option Area controls I Lighting Pow er Mow ance 0 Systems Analysis Q Clear Building Grounds (luminaires > 100 Watts) ❑ Efficacy > SO lu menslW' ❑ Controlled by motion sensor ❑ ecenption;(ist) Schedule w i h type and features, indicate locations Alteration Exceptions (check appropriate box - sec. 1 X 32.3) and space use not changed. a No changes are being made the lighting ❑ Less than 60% of fixtures are new , stated wattage not increased, a31 space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allow- ance : 600 Tradable Surfaces 1513.5 Description Allow ed Watts per ft2 or per If Area ;(ft2), perimeter (if) or # of items Allow ed Watts x ft2 (or x If) Other Entries ROLL I DOOR 20 W/LF of door w idt 7 140 Other e n t r i e s S A L R . ,,,, a " "a 20 W/LF of door w idt 3 e 60 indicate location 82.0 Y - impl imam Cala. Total Allow ed Tradable Watts: 200 Tradable Proposed Lt Ming Wattage (use mfgr hated maximum input wattage for minaire.) Surface Fixture ,Dsacr ton Number of Fixtures Watts/ Fixture Fixture Description Code Section Component Inforrrnation Required Number of Fixtures Watts/ Fixture Watts FFoposed W A . I. .I. � t 4 4 ,1' -t 1 f. � . r . 4 , Y C 'b ! -U , } .• . f k 4 I4 . t ,1 86 172 Area controls .: 83.0 1513a3 Daybg tt zone co of Schedule w i h type and features, indicate locations vertical glazing Indicate vertical glazing on plans caiirJami IMO 1513.5 overhead glazing t)isplay /exhb/special shut -off NA indicate separate controls Total proposed tradable w atts may not exceed the sum of total allow ed tradable w atts the base like allow ance. Any base site allow ance not needed to make tradable w atts comply can be applied to individual non - tradable categories. Non-Tradable Maximum Allowed Lighting Wattage Nan- Tradable Surfaces Description plus otht Proposed Tradable Watts :l 172 Base Site A Allowed Watts per ft2 or per If ance Remaining-. Area (ft2), perimeter (If) or # of items Aloe ed Watts x ft2 (orx If) on 'readable Proposed Ligh tin g:Wattage Surface Fixture ,Dsacr ton Number of Fixtures Watts/ Fixture Watts A oposed Code Section Component Inforrrnation Required t anion on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local controlaccess Schedule w lift type, indicate Locations 82.0, 83.0 Y Imo MEC Non- tradable proposed w atts may not exceed dew ed w alts for any individual surface unless the total excess watts for all non-tradable surfaces are less than to lesrestwxnn au44 elms nwe Total excess Non - Tradable watts; Site Allow once Balance: Lighting Power A Project Address . A " O 1 LL 4 rate 5/4/2012 f Use this form if you are claiming any ceiling, height adjustments for your Lighting Pow er Allow ances for interior lighting. The Occupancy Description should agree w ith the "Use" listed on Code Table 15-1, Identify the appropriate Gielling Height Unit (9 feet, F2 feet or 20 feet) on w hich the adjustment is based. The Adjusted LPA is canon led from this number and from the Allow ed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allow ed Watts per 8-. location on LTG -SUM Adjusted Lighting Power Allowances (Interior) Location (floor plan/room #) Occupancy iaesc Allowed rats W82 ** Ceding Height OA% Height unit Adjusted LPA for this room for this exception" Watts per ft2 "* From Table 15.1 based on exceptions insted in footnotes Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHIC Project Address . t Y w . . .... Date 5/4/20.12 The follow ing information is necessary to check a permit application for connptiance w ith the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Appfcab ty (yes, no. n:a.) Code Section Component Inforrrnation Required t anion on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local controlaccess Schedule w lift type, indicate Locations 82.0, 83.0 Y Imo MEC Area controls .: 83.0 1513a3 Daybg tt zone co of Schedule w i h type and features, indicate locations vertical glazing Indicate vertical glazing on plans caiirJami IMO 1513.5 overhead glazing t)isplay /exhb/special shut -off NA indicate separate controls Schedule w ith type and features, indicate location . � /Epxtertor _ . _ , indicate location 82.0 - impl imam Cala. M (b) aace . ( )f+� ice location hd loco 82.0 1513.8 Inter. auto shut -off Indicate location 1513.6.1 (a) occup. sensors Schedule w lift type and locations 83.0 15 3.6.2 (lt) auto. switches overt' c a ,. Schedule w ith type and features (back-up, ap t>dty), Indicate size of zone on plans 82 a o , 83.0 UMW min MI EXIT SIGNS 1513.7 Hotel/motelcontrols Indicate location of room wester controls ; 1513.8 t'.anxnissionin g Indicate requirements for lighting control corm issicnktg ON (Section 1514) '� I Yes . Omar. w efts Indicate watts for each exit sign 80.1 LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 erior Lighting Summary Form • npleted and attached. . de w fixture types, lamps, ballasts, watts per fixture ATTACH te or . hting Summary Form +. rnpleted and attached. Schedule w allure types, lamps, batiste, w atts per fixture ATTACH EMI MOTORS 12211111P (Section 1511) WM Sec motor efficiency NEC -iiODT or Equipment Schedule w th hp, rpm, efficiency TRANSFORMERS Olin (Section 1540 1540 a _ = Indicate size. and efficiency NMI If "no" is circled for any question, provide explanation MAY 112012 PCRI\T l CES� a t 0 H =c (I) ,2 �l 'o '0 3 0 E N „,, 0 4= T. a Nam 0 tai N0. REVISIONS BY MAY 07,_ 2012 ERIC GREG `STEVE MARQUART 0 ENDOM ❑ HIGGINS ❑ ACES, ENGINEERING 111 W. Evelyn Avenue, Suite 301, Sunnyvale, CA 94086 ph: (408) 522-5255 fx: (408) 522 -5260 info@ades.net Copyright ®2012 ENERGY CODE COMPLIANCE FORMS JOB NO. 11 4360 20 DATE DRAWN CHECKED VK Js? I:\32347\Work\PlotSht\Delevry Access Plan \32347— Plon.dwg GRAPHIC SCALE 20 0 10 20 40 ( DI FEET ) 1 inch = 20 ft. MATCH EXISTING ASPHALT. SEAL COAT EDGE, TYP: _5X eN11011. OWN. BEVERAGES AND MORE SHIPPING ACCESS RAMP A PORTION OF SECTION 26, TOWNSHIP 23 N., RANGE 4 N., W.M. TUKWILA, KING COINP! WASHINGTON FRBAOVE AND REPLACE EXISTING 8 "0 CMP WITH 90 IF 8.0 ADS N -12 PIPE. i NEW ASPHALT SHIPPING ACCESS RAMP. SLOPE TO MATCH CURB FLOW UNE A NEW SHIPPING ACCESS RAMP, SEE DETAIL 1 Il ROLL -UP DOOR GROUND ROD AND WIRES 2ND EXIT DOOR EX. CB I.E. (N) 8" = 3.0' BELOW GRADE I.E. (E) 8" = 3.0' BELOW GRADE REMOVE 8'o CMP TO NORTH AND CONNECT NEW 8.0 ADS N -12 PIPE. EX. CB I.E. (W) 8" = 4.4' BELOW GRADE I.E. (E) 8" = 4.4' BELOW GRADE Beverages i o e. NEW CB, TYPE 1 SET AT TOE OF SHIPPING ACCESS RAMP FLUSH TO GRADE. IE (S) 8" = 2.5' BELOW GRADE Adjacent Tenant RIDGE LINE SLOPE 8"o CMP EX. CB I.E. (N) 8" = 2.2' BELOW GRADE REVISIONS No changes shall be made to the scope cf t2'ithout prior approval of Tuimiiia Building Division_ :n3 Will rt quire a new plan subnitt2l II,aJ t,, : dp additional plan rev }w faz3. —►I I—i' MIN. 1W. a. GROUND ROD AND WIRES PROTECT WITH PLASTIC VALVE BOX AND COVER DETAIL 1 NOT TO SCALE 5X MATCH EXISTING ASPHALT. SEAL COAT EDGE, TYP. \--NEW -TYPE 1 CB 5' WIDE LANDING EXTEND MINIMUM 1 FOOT BEYOND DOOR JAMB. SLOPE 1/8' PER FOOT. i ,. /7;7 /;.1 /// AN PLANNING APPROVED • No d nges can be mace► to these plans without approval from the Planning Division of DOD Approved By: \e Date:, •1n -1c1,- • SEPARATE PERMIT REQUIRED FOR: _814ebhanical lireachical firhumbing Codas Ping City of Tukwila MELDING DIVISION MATCH CURB FLOW UNE ...o Ci i.st�Vi:t Ey.1 Data: ASPHALT SHIPPING ACCESS RAMP. F CO Y Perr IL It No. VICINITY MAP SCALE r1/4 MILE CITY OF TUKWILA PERMIT #: D -12 -164 NOTES: 1. EXISTING CATCH BASIN LOCATIONS FIELD MEASURED BY APEX ENGINEERING ON 10/8/12. ALL OTHER SITE PLAN AND BUILDING INFORMATION PROVIDED BY HAYASHIDA ARCHITECTS. 2. REFERENCE CITY OF TUKWILA CONSTRUCTION STANDARD DETAILS RS -03 FOR PAVEMENT RESTORATION, DS -01 FOR TYPE 1 CATCH BASIN, AND DS -148 FOR TRENCH EXCAVATION AND BACKFILL COMPLY WITH ALL REQUIREMENTS OF THE CITY OF TUKWILA'S CONSTRUCTION STANDARDS AND THE CURRENT CONSTRUCTION PERMIT. approval is subject to errors and omissions. construction documents doe* 4ot au :t# r y f2dopted code or ordinance. Recc ,t Fie! PY • 'Fans is acknow1sd d: //- Cit'I Of Tukwila SU,y:NQ DIVISION 5'TO GRADE BREAK 5' WIDE LANDING. SLOPE 1/8" PER FOOT AWAY FROM BUILDING. BUILDING FINISH FLOOR. SECTION A -A NOT TO SCALE REVIEWED FOR .CODE COMPLIANCE APPROVED OCT 2 6 2012 did City of Tukwila BUILDING DIVISION The plans 'f t i' t Works Depar•tmei City standards t "z current s�.,.:.'ep. a L is siauie t to errors and omissions which do Lot atitliorize viol bons adopted standards or of Ci It ..tu es. he responsibility for the adequacr of the ci:sig 1 rests totally with the designer. Additions, deletions ns o revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Forks utilities inspector. Date: y. RECEIVED OCT 162012 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA NOi..._....r OCT 12 2012 PERMIT CENTER ONE -CALL NOTE: #1 -800- 424 -5555 BURIED U11UT1ES ARE SHOWN AS INDICATED ON RECORD MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX ENGINEERING ASSUMES NO LIABILITY FOR THE ACCURACY. OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. Fa 0 2 aTna o ar v) •` (7j 0 j ■ ,:to: cc Z•=g3 C3< E co I— J 0 DATE SEALED l » -i/•JZ PROJECT MANAGER TONY CVO, PE DIM ON TC DRAWN I c EC10E SEC 26 T 23 N, R 4 E 9.E NO 32347 DATE 10 -11-12 SCALE SHEET 10F1 RLE NO 32347 ` ®APEX ENGINEERING PLLC 20i