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Permit D11-282 - STARBUCKS - BUILDING
STARBUCKS COFFEE COMPANY 3301 S NORFOLK ST Dl 1-282 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 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2009 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D11 -282 Occupant/Tenant: STARBUCKS COFFEE COMPANY Building Address: 10100 EAST MARGINAL WY S, Suite No. Parcel No.: 0003400046 Property Owner: 3301 SOUTH NORFOLK LLC 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Use: COFFEE STAND Occupancy Group/Division: B Type of Construction: V -B Automatic Sprinkler System: Provided: N Required: N Design Occupant Load: 3 BUILDING OFFICIAL iLL •, ZOII DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City A/Tukwila S 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.: 0003400046 Address: 3301 S NORFOLK ST TUKW Suite No: Project Name: STARBUCKS COFFEE COMPANY Permit Number: D11 -282 Issue Date: 11/04/2011 Permit Expires On: 05/02/2012 Owner: Name: 3301 SOUTH NORFOLK LLC Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Contact Person: Name: ERIC HOPP Address: 2401 UTAH AV S, SUITE 800 , SEATTLE WA 98134 Contractor: Name: DB GENERAL CONTRACTORS INC Address: 3320 WEST VALLEY HY D -106 , AUBURN WA 98001 Contractor License No: DBGENGC943O9 Phone: 206 - 318 -9309 Phone: 253 - 736 -2980 Expiration Date: 09/29/2012 DESCRIPTION OF WORK: NEW DRIVE THRU/ WALK -UP BUILDING FOR STARBUCKS COFFEE COMPANY. Value of Construction: $54,664.96 Fees Collected: $3,127.64 Type of Fire Protection: AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 8 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11-282 Printed: 11 -04 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read an governing this vx will be compli N N N Number: 0 Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting o construction or to this permit. Signature: Print Name: Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. ermit doe not erformanc of wo give authority to violate or cancel the provisions of any other state or local laws regulating uthorized to sign and obtain this development permit and agree to the conditions attached Date:,//61.2-1,f 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: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. doc: IBC -7/10 D11-282 Printed: 11 -04 -2011 8: When special inspection is required, eitlthe owner or the registered design profession responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: 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. 11: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. 16: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 17: 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. 18: 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). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Thkwila Building Department (206- 431- 3670). 20: 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 Thkwila 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: 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) 25: 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) 26: 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 doc: IBC -7/10 D11 -282 Printed: 11 -04 -2011 hazard posed indicates the need for placem way from normal paths of travel. (IFC 906.5) 27: 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) 28: 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) 29: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 30: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 31: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 32: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 34: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 35: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 36: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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. 41: 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) 42: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 43: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 44: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 45: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City doc: IBC -7/10 D11 -282 Printed: 11 -04 -2011 Ordinance #2047) • • 46: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 49: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 50: Contractor shall coordinate with the Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179; to ensure proper connection of grease waste line, to the new grease interceptor. 51: ** *PLANNING DIVISION CONDITIONS * ** 52: A revised landscape plan shall be submitted to the Department of Community Development by November 14, 2011. The revised plan shall meet the perimeter landscape requirements of TMC Chapter 18.52, as outlined in the letter to the applicant and property owner dated 11/2/11 (letter mailed out and attached to plans). 53: An irrigation plan or written request for a waiver from the requirement to provide a permanent irrigation system shall •be'submtted to the Department of Community Development by November 14, 2011. If a request is made to not include an irrigation system, the City may require submittal of a bond or financial assurance to ensure that plants will be watered and replaced as needed during the 3 -year establishment period. doc: IBC -7/10 D11 -282 Printed: 11 -04 -2011 City o•I'ukwila • 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.: 0003400046 Address: 3301 S NORFOLK ST TUKW Suite No: Tenant: STARBUCKS COFFEE COMPANY PERMIT CONDITIONS Permit Number: D11 -282 Status: ISSUED Applied Date: 08/16/2011 Issue Date: 11/04/2011 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: 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. 11: All food preparation establishments must have Seattle /King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle /King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Manufacturers installation instructions shall be available on the job site at the time of inspection. 16: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building doc: Cond -10/06 D11 -282 Printed: 11 -18 -2011 inspector. • 17: Ventilation is required for all new rooms and spaces of new or existing buildings and sh e in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 18: 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). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 20: 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. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) 28: 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) 29: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 30: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 31: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 32: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 33: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 34: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 35: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. doc: Gond-10/06 011-282 Printed. 11 -18 -2011 36: Maintain fire alarm system audible /visu tification. Addition/relocation of walls or pans may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 37: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: 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. 41: 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) 42: Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided width an approved turn- around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #2047) 43: For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around its perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 44: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 45: Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches high, painted in the lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be'bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be .pasted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #2047) 46: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 49: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 50: Contractor shall coordinate with the Public Works Project Inspector Mr. Dave Stuckle at (206) 433 -0179; to ensure proper connection of grease waste line, to the new grease interceptor. 51: ** *PLANNING DIVISION CONDITIONS * ** 52: A revised landscape plan shall be submitted to the Department of Community Development by November 14, 2011. The revised plan shall meet the perimeter landscape requirements of TMC Chapter 18.52, as outlined in the letter to the doc: Cond -10/06 D11 -282 Printed: 11 -18 -2011 applicant and property owner dated 11/2/1 tter mailed out and attached to plans). 53: An irrigation plan or written request for a waiver from the requirement to provide a per !lent irrigation system shall be submtted to the Department of Community Development by November 14, 2011. If a request is made to not include an irrigation system, the City may require submittal of a bond or financial assurance to ensure that plants will be watered and replaced as needed during the 3 -year establishment period. 54: Spacing of Kinnikinnick shall be increased to 1 foot on center to achieve 90% coverage within 3 years, per TMC 18.52.030. * *continued on next page ** doc: Cond -10/06 D11 -282 Printed: 11 -18 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httn://www. TukwilaWA.gov Building Permit No. b t --. z Mechanical Permit No. t (-- f `f' Plurnbing/Gas Permit No. TC I— t)-14 Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 3301 S. Norfolk Street Tenant Name: Starbucks Coffee Company Property Owners Name: Sabey Corporation Mailing Address: 12201 Tukwila International Blvd. King Co Assessor's Tax No.: D D D ,71d OD p l y' Suite Number: NA Floor: NA New Tenant: m Yes ❑ .. No Seattle City 98168 State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Eric A. Hopp Mailing Address: 2401 Utah Avenue S. Suite 800 E -Mail Address: ehopp @starbucks.com Day Telephone: (206) 318 -9309 Seattle city Fax Number: wa State 98134 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: DB Contractors Mailing Address: 3320 W. Valley Hwy. D -106 Contact Person: Jake Hatfield E -Mail Address: Jake @db- gc.com Contractor Registration Number: DBGENGC94309 Auburn City State Zip Day Telephone: (206) 251 -5489 Fax Number: Expiration Date: 09/29/2012 98001 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Tony Gale Ill Mailing Address: 2401 Utah Avenue S. Suite 800 Contact Person: Eric Hopp E -Mail Address: ehopp @starbucks.com Seattle City State Zip Day Telephone: (206) 447 -1575 Fax Number: 98134 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Rensch Engineering Mailing Address: 111 AVE. C, Suite 104 Contact Person: Chris Rensch E -Mail Address: chris.r@renschengineering.com H: ApplicatiorulForna- Application, Oa Line\2010 Applications \7 -2010 - Rem,ia Appticationdoc Revised: 7.2010 bit • Snohomish City State Day Telephone: (360) 863 -6677 Fax Number: 98290 Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ 0.00 Scope of Work (please provide detailed information): New Drive thru / Walk -up Building for Starbucks Coffee Company Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): Floor area of principal dwelling: Floor area of accessory dwelling: "Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 7 Compact: Handicap: 1 Will there be a change in use? ❑ Yes ❑ 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 Q1 No If "yes', attach list of materials and storage locations on a sepmate 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:tAppl cation 'otnu- Appluauons On Line:2010 Apphestionss7 -2010 • Permit Applicat,on.doe Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 448 S 8 8 2nd Floor 3td Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq fl): Floor area of principal dwelling: Floor area of accessory dwelling: "Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 7 Compact: Handicap: 1 Will there be a change in use? ❑ Yes ❑ 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 Q1 No If "yes', attach list of materials and storage locations on a sepmate 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:tAppl cation 'otnu- Appluauons On Line:2010 Apphestionss7 -2010 • Permit Applicat,on.doe Revised: 7 -2010 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District t] ...Tukwila 0... Water District #1 25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which annly): ❑ ...Civil Plans (Maximum Paper Size— 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) 0... Valley View ❑...Sewer Availability Provided ❑ .. Highline ❑ ,. Renton ❑ .. Renton ❑ .. Seattle proposed Activities (mark boxes that annlv): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill ❑...Traffic Impact Analysis ❑..,Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance cubic yards ❑ .. Work in Flood Zone cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ...Traffic Control ❑ .. Trench Excavation ❑ • ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water ❑ ...Permanent Water Meter Size... ❑ ..,Temporary Water Meter Size .. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑ WO # WO # WO 4 ❑...Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City Stale Zip H :\ApphenlIons`Pomts.Application, On Linat2010 Applications \7.2010 • Permit Appheaion.doc Revised: 7.2010 bh Page 3 of 6 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — Lt all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Of ' grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing at ustifiable c. use demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY ' AT I • r V A XAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJU' ' BY E 1/ • .TATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING, ' L ; t, ..`1 •t �': T ` / ' I ' Signature: Date: 1 I Print Name: Telephone: 6 -(o' -1113 Mailing Address: State p IDate Application Accepted: 8_1( . _ t t I Date Application Expires: \ 2- Staff Initials: bt4 11r' vipplications 'Porms•ApplicanonsOn Linel2010 Applicationi\7 -20/0 • Permit Applicationeloc Revised: 7 -2010 bb Page 6 of 6 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.TukwilaWA.gov 0003400046 3301 S NORFOLK ST TUKW STARBUCKS COFFEE COMPANY RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -282 ISSUED 08/16/2011 11/04/2011 Receipt No.: R11 -02519 Initials: User ID: WER 1655 Payment Amount: $63.00 Payment Date: 11/18/2011 08:36 AM Balance: $0.00 Payee: ANTHONY VINCENT TRANSACTION LIST: Type Method Descriptio Amount Payment Cash Authorization No. 63.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receipt-06 Printed: 11 -18 -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.TukwilaWA.gov RECEIPT Parcel No.: 0003400046 Permit Number: D11 -282 Address: 3301 S NORFOLK ST TUKW Status: APPROVED Suite No: Applied Date: 08/16/2011 Applicant: STARBUCKS COFFEE COMPANY Issue Date: Receipt No.: R11 -02419 Initials: User ID: Payee: JEM 1165 Payment Amount: $2,471.85 Payment Date: 11/04/2011 02:28 PM Balance: $0.00 DB GENERAL CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9678 2,471.85 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES FIRE IMPACT FEES PARK IMPACT FEES STATE BUILDING SURCHARGE 000.322.100 90830402.5000.5304.XXXXX 90330109. 5000. 5301.XXXXX 640.237.114 Total: $2,471.85 2,017.80 261.00 188.55 4.50 doc: Receipt -06 Printed: 11 -04 -2011 SET RECEIPT RECEIPT NO: R11 -01774 Initials: WER Payment Date: 08/16/2011 User ID: 1655 Total Payment: 958.23 Payee: DALE SPENCER SET ID: 08 -16 -11 SET NAME: STARBUCKS SET TRANSACTIONS: Set Member Amount D11 -282 655.79 EL11 -0763 130.63 M11 -116 85.71 PG11 -124 86.10 TOTAL: 655.79 TRANSACTION LIST: Type Method Description Amount Payment Credit C MC 958.23 TOTAL: 958.23 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 130.63 827.60 TOTAL: 958.23 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 LW-28Z_ Project: Type of Inspection: 0� ?I P/1Af / 4,P1' /VI• Address: ..3301 S NOI?r)L/ .. Date Called: . Special Instructions: Date Wanted: - a.m. Requester: Phone No: oG -25/ -.5 V 89 RI Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r (/611.14 l //'--. /,v 4� 0� ?I P/1Af / 4,P1' /VI• A c..) 821, 4/ Date: (2- /C. -I, ❑ SPECTION FEE REQUIRED)Prior to ext inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D11- 2S - 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: Stun bucks Type of Inspection: Plarinifiil &Rd, C r1srsrip) Address: 3b 1 S. &re II- 61 - Date Called: 12-11S 11 1 Special Instructions: Date Wanted:. IZll40/1/ a'Fn' per' Requester: Eric Ovilpp Phone No: Approved per applicable codes. Jj Corrections required prior to approval. COMMENTS: Inspector: Date: z kit/ ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. �...n- :�r••. r� K. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)// —.2 8a 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: -5 AMgz/n 'S Type of Inspection: • "i•v4 L - O�. I e7Pr,-/r /e- A ! i-' : /✓/i/ . - 4/X0!1 4$ J Address: .330/ S A/atrd - Date Called: /U - .34_S Special Instructions: Date W me / /� p.m. Requesterr: A `\ Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 4 P /14,v/m/0o 1:-;vf " -,✓ r.,-A - O�. I e7Pr,-/r /e- A ! i-' : /✓/i/ . - 4/X0!1 4$ J / eairlfry-47 afelP/AWAAty App-Atedvl /U - .34_S A `\ t ps ecto Daa. /9 / PECTION FEE REQUIRE d . Prior o next inspection, fee must be at 6300 Southcenter Blvd.,'. uite 00. 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 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Project: J, k- S Type of Inspection: Pi /mkt fl4 // Atlei ri, I'M .r Address: 1r4do 1 4- IJ 1:IV_ S+• Date Called: A 12I i /i01j Special Instructions: 4 - it4S a e Date . Want d: e7 1 • p' R qJe Phone No: i r • Approved per applicable codes. ECorrections required prior to approval. COMMENTS: 7 1;1411 ef, t44#te, er,(11 I 40 1ov demo 1..i Tc.0 Inspector: - • Date: ) ��I' °°^T 9.fiL i, I !pig[ I R NSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. i INSPECTION NO. INSPECTION RECORD Retain a copy with permit 111 -28Z- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION .r 6300 Southcenter Blvd., #100, Tukwila. WA 98188 F (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 'Project: Type of Inspection: 5 tit. 8 �1 (lte5 11AL Address. Date Called: 3 36 1 S dap ,'c3LgL- Special Instructions: Date Wanted:. it -7 -/I P.m' Requester: Phone No: EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: a r014/ 141p' room 7 L,l5 p7thire, t ayies t k,i / // , tVA- /.!/ /A/ �'iAIA1 _ A44./0 AI 1 1 11 - ei /Sr;4,.m , dv•,d. ki5 AM S %esip1ce of �r•ryG-- flj !I,J A d i► 4A /txau4 .� �' Ai ¥ gg/# s S a itr"��to,a 6 o J?- eA xsc/f #dew/ EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: a r014/ 141p' room 7 L,l5 p7thire, t ayies t k,i / // , tVA- /.!/ /A/ �'iAIA1 _ A44./0 AI 1 1 11 - ei /Sr;4,.m , dv•,d. ki5 AM S %esip1ce of �r•ryG-- flj !I,J A d i► 4A /txau4 .� �' Ai ¥ gg/# s S a itr"��to,a 6 o J?- eA xsc/f #dew/ nspecto, Date: /1- ' -// t SPECTION FEE REQUI ED. Pri to next inspection. fee must be id at 6300 Southcenter Blvd.. Sui 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 So ( hcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 4// -2°Z Project: �� .44;',42 //iiY < Type of Inspection: _ A.7Dof /G✓#9, / 1n cS7i /4/7i4tl. � Address: ?3() / S AM QT c4-k' Date Called: ,r Special Instructions: Date Want %d:. ///.2/ // / m: p.m. Requester: Phone No: y /5— _%6_-.x,3 / Approved per applicable codes. E Corrections required prior to approval. COMMENTS: G✓rt /`_TA/s21 471)17 /_ 4/I, ✓ 01-_, rA, // 1-v c-7 _Z7,77A1 - il /'..�,0/ 4 m ,,1/ y: ;� lest/ -- t p r nspector El SPECTION FEE REQUIRED. Prior to next inspection, fee must be Id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. INSPECTION RECORD Retain a copy with permit INSPEFTION NO. 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: 5 7Aiq,5 ? /('XS Type of Inspection: FR 4,11/I/6. Address: 2 36 1 S A/o/2Foi/C Date Called: Special Instructions: • Date Wanted:. / /-- / % - %./ V p.m: Requester: Phone No: 15/._25— 4/66 - l33 1 DApproved per applicable codes. (Corrections required prior to approval. COMMENTS: 0 0 �o.-.. mow- Date f EINSPECTION FEE REQUIRED., rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •Y • 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' r $y. X64,. Type 9f Inspection; 6 {•- r ,� ;� t � Addrel:0 1 ` g < Date Called: Special Instructions: •J Date Wanted:. 1 ( ((0 - % . - -~a.m„ P.m. Requester: Phone_ No: -4 (.4 ` ( 3 3) 10' • • Approved per applicable codes. 4 C' r.: le . • • • • NCorrections required prior to approval. COMMENTS: -T AB -S4 021/4 ,c1,3401,-/;,1r,/ /769,, / -• , itopobefe R INSPECTION FEE RE UIRED. Priof to next inspection. fee must be a'd at 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: jai tRQ567Vii VA MCi"-t�- Type of Inspection: .- 0crAis:t 1\ VPtls.,) Address: 'Z, IO 1 , i.132 to u4 Date Called: Special Instructions: 1231o1_ Date Wanted:. (A e` ztlAt. e..., , 0...1 IA ,army Requester: iiva Ns../..1 /..test A-i in ti —r r A'pt 1 y Phone y25—tiW, —/.. 1 j.Qpproved per applicable codes. ElCorrections required prior to approval. COMMENTS: (d) Rat4A .1e 4 ti er ie - Av.P c ia -.a!s' ?ip 0 .o ► ° -- .r 0. (A e` ztlAt. e..., , 0...1 IA iiva Ns../..1 /..test A-i in ti —r r A'pt 1 y .) > k 1A A.k,r0 s.. a0.4 VP rti 1 1- 04 tt4t..e't M f':s A rl 1 une :0 A,t) ktit i M ,d s je) MA ]C. -Xici4 I .7 flsJ -- A 'JIV Inspe , r: Date' E SPECTION FEE REQU RED. Prio to next inspection. fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. s- _....»_�-.- -..- -.- - V • INSPECTION RECORD Retain a copy with permit ' • •INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: . S-or ks Type of Inspection: po tritlAi Address: ..bI._S• JUor$otk St- Date Called: 17-11 I r r --n i)5. In e(-4-ion .13 covered or) pe,;4 -- Special Instructions: • . Date Wanted: . I21sItt a Requester: • Phone No: 2._ S - T _ I I '60 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' -- Vo1- re-ferene.ee4 0^ 41i44 perm+ . 11 na . d %rei5. . I i oe5 Ins - Failed Per r%,,,. r --n i)5. In e(-4-ion .13 covered or) pe,;4 -- P(,) (I- 015.5—. Crated • Inspector: 17 Date: 'ZjgI�� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. cZ- INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit • %il_ -a8a.- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: AR�txt.ks Sprinklers: Tyke of Inspection: -. Vr e cot L Fire Alarm: fts Address: / o l v p Suite #: M t y- S . Contact Person: 3.-e r•e -f^-1t Special Instructions: - i r Phone No.: t C.21 -Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: /-2 _ 7 — ( Fire Alarm: fts Hood & Duct: Monitor: - i r c-71--, A l_ -- Ut i Occupancy Type: No --Pk ct &der-- L /4o S4 c''t r _ Needs Shift Inspection: / Sprinklers: Date: /-2 _ 7 — ( Fire Alarm: fts Hood & Duct: Monitor: Pre -Fire: • f —t— cLeQ Permits: i Occupancy Type: Inspector: IAA s11-7, Date: /-2 _ 7 — ( Hrs.: $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: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 MAYES TESTING ENGINEERS, INC. Project No. L11507 Project Starbucks Coffee Company Reclamation Drive -thru Address South of Norfolk Street & East Marginal Way, Tukwila, WA Permit No. PWLL -085 Bldg Dept. Tukwila Owner Starbucks Coffee Company Contractor Sabey Corporation Record No. 001 Date 10/25/2011 Weather Cloudy Inspection Reinforced concrete Sample(s) (4) 4x8" cylinders Seattle office 20225 Cedar Vatley Road Site 110 Lyrnwood, WA98036 0425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma way Stile E-2 Tacoma, WA 98499 ph 253.584.3(20 tax 253.584.3707 Portland Office 7911 NE 33rd Drive Srite 190 Portland, OR97211 ph 503281.7515 fax 503281.7579 Inspected the reinforcing steel for a final inspection for the grade beams for the Connex structure footings, and the drive -thru wall and column support footing — all found per details 10 & 12/S3.0. The contractor placed 13.5 cubic yards of Cadman concrete mix 5C44436, 4,000 -psi at 28 days. One sample was taken and (4) 4x8" test cylinders were cast. The concrete was placed directly from the truck chute, and consolidated mechanically. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Inspector: C. Don Evans Reviewed By: Timothy G. Beckerle, P.E. Branch Manager Page 1 of 1 PanGE® Geotechnical and Earthquake Engineering Consultants 3213 Eastlake Avenue East Suite B Seattle, WA 98102 -7127 Tel: (206) 262 -0370 Fax: (206) 262 -0374 Project No. 11- 063 -100 Page No. 1 of 2 Report No. 2 Dates / Day of Week October 19, 2011 Project Name Starbuck's Tukwila Location or Address East Marginal Way South and South Norfolk Street, Tukwila, WA Owner's Representative Mr. Eric Hopp Permit No. Weather P. Cloudy — 60's Client Starbucks General Contractor Nelson Brothers PanGEO Field Rep. Steve Evans A site visit was made on October 19 placement of backfill in the footing trench Foundation Excavation — West End At the time of our arrival approximately building perimeter footings had been and compacted with a plate - wacker excavation included two strip footings which were separated by roughly material, with a rectangular box at the 1). Based on the design plans, the backfilled to a depth of one foot with recycled structural fill to support the building stockpile of recycled concrete was inspected to contain considerable brick material (see the anticipated loads of the foundation low, the material was deemed to be acceptable footing backfill. The subgrade at the base of the footing probed with a %2 inch diameter steel soil end of the excavation was found to be surface, possibly a concrete slab or rubble portion of the excavation was underlain clay /silt/sand fill, and could be probed The west end was underlain by dense, discussed site conditions with Charlie superintendent, and indicated that the subgrade with a hoepac, not a plate wacker. recycled material before compacting with to observe the excavation for the building foundations and the excavations. The following summarizes our observations: 60 -70% of the excavated to grade compactor. The running east -west 3 feet of in -place west end (see Plate trench would be concrete as foundations. The and was found" = -� � • r ,+s „ `, ��' 'zt-' �`1.:d• �` �'� ; "' "+� ,= ' � _ . r 4 *° , '��,` ' • b¢` end of foundation excavation, Plate 2). Since Plate 1: west lookin: west. are anticipated to be p for use as excavation was probe. The east underlain by a hard fill. The middle by mixed up to 1 foot deep. sandy fill. We Fair, Sabey's field geotechnical report Due to potential the hoepac. At our • tr. ` � ''' ` ` 1 I:a ' � { ` 't , "� • w� ' � s � P,.. te• t ,' ;.'4 �� � •�� `r� , �t w4 ^ � tai � �' ,1 c' ^ U' 1 F °� '' �. , , �L .'" y` • p r c(y� e yP � • h� At 11 W. � P,�19a T K M R *° 9 4 I ♦ ,fit:' ;,. �o• lt' ' , � , Plate 2: recycled concrete material used as structural fill for foundation su. .ort. recommended compaction of the excavated pumping concerns, it was decided to place the recommendation the material was placed in f • Food and Facilities Program 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206 -296 -4632 Fax 206- 296 -0188 TTY Relay: 711 www.kingcounty.gov/health September 20, 2011 Eric A. Hopp Starbucks Coffee Company 2401 Utah Ave S, Suite 800 Seattle, WA 98134 206 - 318 -9309 Public Health Seattle & King County RE: Plans and Specifications for the new food service establishment: "Reclamation" — Starbucks Coffee Co. 3301 S. Norfolk St, Tukwila, WA 98186 SR1207689 6702 Dear Mr. Hopp, CmOF�TUKIMLp OCT 2 7 2011 PERMIT CENTER The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health Rules and Regulations 05 -06 (The Food Code) are hereby APPROVED. Your establishment has been assigned the following plan review service number SR1207689. Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete the enclosed application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact Michael Bratcher (206 -296- 9741) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & tv King County may be approved during this inspection. However, it is the responsibility of 1)11-2.12 • • the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $382.00 fee ( +$191.00/hr after 2 hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and preoperational inspection goes beyond the base plan fee for this project. An invoice may be sent to you after the preoperational inspection. Your permit to operate will be sent to you after this fee has been paid. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Michael Bratcher Plan Reviewer Senior Health & Environmental Investigator 206 - 296 -9741 www.michael.bratcherkingcounty.gov MB • Gu r f'H c-c rs Feb. 12. 1997— 4 : 08PM+SMI TH &GREENE MODEL DILL "A DIM "8' 1007 [203.2mm) [304.amm] 1008 (254mm) (355.0mm) 12513 12' [304.8mm) 18' (406.4mm] ■ le iir 12728 [355.6mm] [437.2mm] ROUGH -IN: QUANTITY: • • SKU 123225 I TAG P351 PRODUCT NAME: DESCRIPTION: • PEDEST. FISHER 1008 WATER TOWER SPECIAL (CHECK BASE MODEL AND OPTIONS) MODEL w.ws.enwu: � wuou FISHER MFG 1008 O . 1007 8" PEDESTAL O 1008 10" PEDESTAL Q 12513 12' PEDESTAL O 12726 14' PEDESTAL OPTIONS OR MODIFICATIONS: O SUPPLY LINES 124" OR 36') CIRCLE LENGTH D OTHER 4§ ANSI /A.112.18.1M FEATURES: • REPLACEABLE STAINLESS STEEL HEAD • MEETS NSF 61 /SEC.9 e _ • TAMPER PROOF VOLUME CONTROL • HANDLES BOTH PAPER is GL►SS CAPS • DELRIN PRONG. NON- MARRING • STAINLESS STEEL SEAT SCREWS • STAINLESS STEEL STREAM STRAINER A TESTED UNDER NSF -CSA ALLIANCE PROGRAM RECOMMENDED SETTINGS • 2.2 GPM MAX. AT 80 PSI SYSTEM LIMITS • • TEMP: 407 MIN. TO 1407 MAX. • PRESSURE 100 PSI 14AX. STATIC SHIPPING WEIGHT • XX XII LW CITY OF TU�Lq OCT 2 7 2011 PERMIT CENTER FISHER MANUFACTURING COMPANY 1900 SOUTH '0" STREET. TULARE. CALIFORNIA 93274 MAILING ADDRESS: P.O. BOX 60. TULARE. CALIFORNIA 99275 PHONE: (800) 421 -6162 FAX (800) 832 -8238 M A D E I N U.S.A. 'Fp pu..iu MIE • PROJECT: • SKU 110106 I TAG E526 DESCRIPTION: INSTA HOT Water Dispenser MANUFACTURER MODEL IN- SINK- ERATOR I H -778 ITEM NO.: tN- SIN*ERATOR e APPLICATION: Designed for large volume usage of steaming hot water. Up to 100 cups of 190` hot water per hour are provided by the systems 1,2 gallon tank. Saves time, work and water - you only heat the water you use. MODEL H -778 Hot Water Dispenser FEATURES • 1 -year full warranty on parts and labor. • System provides up to 100 cups of 190 °F. water per hour. • Chrome - plated faucet completely insulated from 190° water. • Die - molded, high efficiency, expanded polystyrene thermal barrier surrounds tank for low heat loss. • Adjustable thermostat, convenient drain, thermally fused to prevent tank damage from dry start -up or loss of water. • Tank is always open to atmospheric pressure and requires no relief valves. • Spout is elevated to fill large containers. • Stainless steel case. SPECIFICATIONS Capacity 1/2 gallon, up to 100 cups of 190 °F. water per hour. Electrical 1300 watts, 11.3 amps. 115 volts A.C. U.L. listed — 3 -wire cord and 3 -prong plug provided. Thermostat Snap - action, adjustable from 140 °F. to 200 °F. (factory pre -set at 190 °F.) Insulation Meets U.L. 94HF -1 flammability specification Valve Instant, self- closing. Shipping wt. 9 lbs. IF FITS STANDARD SIZE SINK OPENING. OR DRILL t f.." HOLE 3 WATER LINES TEMPERATURE ADJUSTMENT ATTACHED ELECTRICAL CORD AND PLUG TAP 4?t VALVE ASSEMBLY 4- 16" MAXIMUM " WATER INLET TUBE IGAL TANK ASSEMBLY SAMPLE SPECIFICATIONS Hot Water Dispenser(s) shall be ln- Sink - Erator Model H- 778 1>2- gallon capacity insulatedtank with drain plug, 1300 watt heater , instant self - closing valve, adjustable thermostat, 1 -year full warranty on parts and labor.' 'Complete I -S -E warranty and at parts covered is included in the Care and Use Booklet, packed with each unit. IN- SINK-ERATOR COMMERCIAL, DIVISION DIVISION OF EMERSON ELECTRIC COMPANY 4700 21st STREET RACINE, WISCONSIN 53406 TEL: 414 554 -5432 1 -800- 558 -5712 FAX: 414 554 -8917 PRINTED IN U.S A. FORM NO. C185- 918 -12 • SK. 110106 I TAGS E526 DESCRIPTION: Insta Hot Water Dispenser Page 2of3 MODEL H•778 P35/E43 Commercial Hot Water Dispenser Submittal Sheet • 1 -year full warranty on parts and labor. • System provides up to 100 cups of 190 °F. water per hour. • 4 -inch chrome extension sleeve elevates faucet for filling larger containers. • Chrome- plated faucet completely insulated from 190° water. • Die - mottled, high efficiency. expanded polystyrene thermal barrier surrounds tank for low heat loss. • Adjustable thermostat, convenient drain, thermally fused to prevent tank damage from dry start -up or loss of water. • Tank is always open to atmospheric pressure and requires no relief valves. 4. TAP 4'r- VALVE 1 ASSEMBLY CHROME 4 EXTENSION SLEEVE TITS STANDARD SIZE SINK OPENING. OR DRILL 14:' HOLE 16- MAXIMUM 3 WATER LINES WATER INLET t 11 TUBE •4 IM TANK TEMPERATURE >♦ ASSEMBLY ADJUSTMENT ATTACHED ELECTRICAL CORD AND PLUG Sample Specifications Hot Water Dispensers) shall be In- Sink - Erator Model H -778. I/2-gallon capacity insulated tank with drain plug, chrome - plated faucet, instant sell- closing valve, adjustable thermostat, 1 -year full warranty on parts and labor,* 'Complete I -S -E warranty and all parts covered is Included in the Care and Use Booklet, packed with each unit. M _ I_ n Specifications Capacity k, gallon. up to 100 cups of 190`F. water per hour. Electrical 1300 watts. 11.3 amps, 115 volts A.C. U.L. listed — 3 -wire cord and 3 -prong plug provided. (230 volt export model available — specity Model H -773). Thermostat Snap - action, adjustable from 140'F. to 200'F. (factory pre -set at 19D`F.) Insulation Meets U.L. 94HF -1 flammability specification Valve instant. self - closing Shipping wt. 91/2 lbs. r• SKU 110106 I TAGS E526 DESCRIPTION Insta Hot Water Dispenser Page 3 of 3 MODEL H -778 Commercial Hot Water Dispenser it VALVE ASSEMBLY SE I- SINK- ERATOR® A �- HOT WATER TANK ASSEMBLY N131NIC CRATOA DIVISION EMERSON FUCTIUC CO. 4100 710 STRUT. NACINE. WIS. 53405 r0 Printed in U.S.A. form No. HWO 128415 -10M • 9/8/2005 • • SKU 194916 TAG P380 DESCRIPTION: Faucet Backbar Worksink Page 1 of 1 ZURN LABORATORY FAUCET - DOUBLE Z826S1 Engineering Specifications: Zurn AquaSpec`'Z826S1 Polished chrome - plated double laboratory faucet with integral shank, quarter turn ceramic disc cartridges and an 8" [203mm] bent riser spout. Unit is furnished with a 2.0 GPM [7.6 L] vandal- resistant pressure compensating male aerator (complying with ANSI A112.18.1 Standard for flow), 2 -1/2" [64mm] vandal - resistant color - coded brass lever handles, mounting hardware and stainless steel flex connection hoses. 36[86] ].-. [2] TO t6[41] T STAINLESS STEEL BRAIDED NOSE 12[308] LONG FOR 3/81101 COMPRESSION CONNECTIONS ib [14] UNEF THDS Note: All dimensions are for reference only. Do not use for pre - plumbing. OPTIONAL ACCESSORIES 2g[64] 24[57] ADA DESIGNED Suffix Description _ -CST Copper Supply Tubes -FC 2.0 GPM [7.6 L] Laminar Flow Control in Base of Spout _ -G 1 -1/4" [32mm] Grid Strainer Drain _ -MY Mixing YokeAssembly Instead of Copper Supplies _ -PT 1 -1/4" [32mm] Cast Brass P -Trap with a 7 -1/2' [191 mm] Long 17 -Gauge Wall Bend _ -6M 2.0 GPM [7.6 L] Male Serrated Nozzle Outlet _ -18FH 18" [ 457mm] S.S. Braided Flex Hoses ZURN INDUSTRIES, INC. COMMERCIAL BRASS OPERATION 2640 SOUTH WORK STREET FALCONER NY 14733 Phone: 1-716-665-1132 Fax: 1. 716. 665.1135 World Wide Web: www.zurn.com In Canada: ZURN INDUSTRIES LIMITED 3544 Nashua Drive Mississauga, Ontario L4V1L2 Phone: 905/405-8272 Fax: 905/405 -1292 AquaSpec4 is a registered trademark of Zum Industries. Inc. 02005 Zurn Industries. Inc. Rev. Date: 6/27/05 C.N. No. 102896 Dwg. No. 80345 Product No. Z826S1 • • tHG COMPONENT HARDWARE GROUP, INC. SKU: TAG: P355/P365 DESCRIPTION Worksink Pre rinse Spray MANUFACTURER Component Hardware MODEL NUMBER: KN53- 1000 -BR Encore,— sAMIAluto ENGINEERING SPECIFICATION: Polished Chrome plated brass Wall mount faucet - 8" adjustable centers 1/4 Turn Compression valves with check valves Lever handles with SANIGUARD® treatment S/S flex hose with santoprene reinforced hose Stainless steel strain relief - patented 0-ring seals - patented Standard full spray pattern 1.2 GPM spray face included Hold open ring and hose hook included COMPLIES WITH: ANSI A112.18.1M CSA B125 NSF 61/9 ASTM F2324 3LNo Section Section 9 9 35 1/2 (902mm) 8 (203mm) MODEL: ENCORE® KN53- 1000 -BR PRODUCT NAME: Encore® Wall Mount Pre -Rinse Assembly OPTIONAL: O KN53 -1000 w /Out Wall Bracket TECHNICAUPERFORMANCE SPECIFICATIONS: Commercial Specification Grade Gaskets and Seals Rated Commercial Hot 180 °F 1/2" NPS Female Inlets Operating Temperature: 40 - 180 °F Operating Pressure: 15 - 125psi Handle and Grip: SANIGUARD® treatment 16 7/8 (429mm) 1890 Swarthmore Avenue, PO Box 2020, Lakewood, New Jersey 08701, Phone: 800 - 526 -3694, 732 - 363 -4700, Fax. 732 - 364 -8110 www.chgusa.com • c • • MODEL: ENCORE® KN53- 1000 -BR OPTIONS: Mounting Kits O KN40 -1000 O KN40 -2000 O KN40 -2010 Handles O K50 -0001 1 K50 -0001 -6 O K50 -X011 O K50 -X117 Valves O KN50 -Y006 -CCV O KN50 -Y007 -CCV Add-on faucets O KN55 -7006 O KN55 -7008 O KN55 -7010 O KN55 -7012 0 KN55 -7014 O KN55 -7016 Vacuum breakers O K50 -X139 O K50- X139 -B O K50 -X196 Mounting Hardware with 1/2" NPTF x 1/2" Sweat Ell Mounting Hardware with 1/2" NPTF x 1/2" NPTF Close Ell Mounting Hardware with 1/2" NPTM x 1/2" Sweat Ell 4" Wrist Blade Handles 6" Wrist Blade Handles Cross Handle Replacement Kit Chrome Plated Designer Handles Cold 1/4 Turn Ceramic Valve with Inline Check Valves Hot 1/4 Tum Ceramic Valve with Inline Check Valves With 6 "(152mm) Swing Spout With 8 "(203mm) Swing Spout With 10 "(254mm) Swing Spout With 12 "(305mm) Swing Spout With 14 "(356mm) Swing Spout With 16 "(406mm) Swing Spout Top of Riser Atmospheric Vacuum Breaker Bottom of Riser Atmospheric Vacuum Breaker In -Line Hose Application Component Hardware Group, Inc. (CHG) 1890 Swarthmore Avenue, PO Box 2020, Lakewood, New Jersey 08701, Phone: 800 - 526 -3694, 732 - 363 -4700, Fax. 732 - 364 -8110 www.chgusa.com ZINN LIGHT COMMERCIAL • • SKU 181153 I TAG P358 DESCRIPTION: Outdoor Spigot MANUFACTURER MODEL NUMBER ZURN Z1320-C-0B sire• nro WALL T#CKNESS WALL 2.5/11' 2' a,4 (19nny ROANS SOLOER CONUEC11ON HOSE CoNNEcnoN ENCASED WALL HYDRANT • Encased, self - draining, non - freeze wall hydrant with vandal- resistant integral vacuum breaker with a chrome - plated rough bronze box, is designed for commercial applications such as office buildings, apartment complexes, malls and shopping centers, schools, churches and industrial buildings. Wall Thickness Overall Length Approx. Weight Model Number In / [mmj In. / [mm) 21320 06 6''(1521; : `;•` 9:1:/8':[2321 , Z1320 -C -08 8 12031: `:: 21320- C= 10':::. 10 (25 73-1%8 [3331 • , .:11320.0 -i2 12 "[305} t�s tj8�{ z.132110-1*::;.. 21320 G 24 • 24 [ 6101: ` 21/8' ;(689)> . • .; Inlet Connections List Price Lbs. / [kg) In. / (mm[ Each ?: 3!4 ";[:19 Female 5oliier 326410. 5 [21 3/4 {19jFemale Solder 264:.10 3/4 <[19j :Eemale•Sofder' 27225 3/4`.[191 reriiate,solder -`; :3/4;'[19] Fema(i3`Solder; 272225 :: 3/4''[19) €erriali=Solder= • 290x5 3l4' 1191 Femat Sotder: 290:15`; Options Suffix Description -CL Cylinder Lock -EP 3/4' [19 mmj IP 90° Inlet Elbow -RK Hydrant Parts Repair Kit -WC Wall Clamp Add 346.25 11.75 45.00 N/C See our Commercial Hydrant Catalog fora complete listing of all our hydrants. • ZURN • • 02A [541 SKU 190303 TAG P378 DESCRIPTION: Single Control Faucet MODEL Z -82400 MANUFACTURER: Zum SINGLE CONTROL FAUCET Z -824C0 TAG Engineering Specification: Zurn AquaSpeePZ -824C0 Polished chrome plated cast brass single control faucet with a side 8" [203mmj centerline rigid or swing gooseneck spout. a ceramic disc cartridge and a temperature limit stop. Unit is furnished with a 2.0 GPM [7.6L1 variable orifice aerator (complying with ANSI A112.18.1 Standard for flow). a brass ADA compliant lever handle. stainless steel flex connection hoses and mounting hardware. 3151 Lt �5] 1-1e(21 fO q[3811— — STAINLESS STEEL. BRAJDED HOSE 12[305) LONG FOR 3 /8[10] CDN+PRESSICN CONNECTIONS °�7 t 10 [14) UN[r THDS Note: All dimensions are for reference only. Do not use for pre - plumbing OPTIONAL ACCESSORIES Suffix Description _ -CST Copper Supply Tubes -HS Hose and spray _ -2F 2.0 GPM 17.614 Vandal Resistant Female Aerator _ -3F 0.5 GPM 11.9Lj Vandal Resistant Female Aerator _ -4F 2.0 GPM [7.6L1 Vandal Resistant Female Laminar Flow :,1 [a 1 ZURN INDUSTRIES. INC. • COMMERCIAL BRASS OPERATION • 2855 GIRTS ROAD • JAMESTOWN NY 14701 Phone: 1- 716465 -1132 • Fax: 1-7164654135 • World Nhde Web: www.zurn.com In Canada: ZURN INDUSTRIES UMITED • 9543 Nashua Drive • Mississauga, Ontario L4V1L2 • Phone: 9051405-8272 Fax: 905/4054292 AquaSpec`�t la a registered trademark of Zum Industries. Inc.. 02003 Zurn Industries. Inc. Rev. B Dwg. No. 63416 Date: 1/31/03 C.N. No. 88987 Product No. Z -82400 Encore" • • Excellence in engineering...inside and out. • KN57 -4006 • KN57 -4008 • KN57 -4010 • KN57 -4012 • KN57 -4014 • KN57 -4016 -� • KN57 -4018 *Refer to insert 24 KN11 -X018 DOUBLE JOINTED SPOUT FURNISHED WITH KN57 -4018 SKU 190380 TAG P379 DESCRIPTION. Faucet, 3 -comp sink MODEL KN57 -4018 MANUFACTURER: Component Hardware of Component Hardware Group, Inc. 1890 SWari mm AWNS. Lakewood, Now Jersey 08701 U.S.A. 4" DECK MOUNT FAUCET W /SWING SPOUT MODEL # KN57 -40- REM N0. MODEL NO. DESCRIPTION 1 KN56 -Y001 FAUCET BODY ASS'Y 2 KN50 -V007 HOT VALVE ASS'Y 3 KN50 -V006 COLD VALVE ASS'Y 4 K50 -0110 HANDLE REPLACEMENT KIT 5 KN50 -X075 RIGID TO SWING ADAPTER 6 KN50•X132 STREAM REGULATOR SCREEN 7 KN11 -X0-- SWING SPOUT WITH AERATOR REFER TO SPOUT PART # 8 KN57 -40-- DECK MTG FAUCET ASS'Y REFER 70 CHART BELOW 9 KN60 -Y013 COUPLING ASS'Y 10 KN50 -X120 AERATOR REM Nm. SPOUT MODEL No. -A" SPOUT REM FAUCET LENGTH NO. MODEL NO. 7 KN11 -X006 6" (150mm) 8 KN57-4006 7 KN11- X008 8" (200mm) 8 KN57 -4008 7 KN11 -X010 10' (250mm) 8 KN57 -4010 7 KN11 -X012 12" (300mm) 8 KN57 -4012 7 KN11 -X014 14" (350mm) 8 KN57 -4014 7 KN11 -X016 16' (400mm) 8 KN57 -4016 7 KN11 -X018 18' (450mm) 8 KN57 -4018 of Component Hardware Group, Inc. 1890 SWari mm AWNS. Lakewood, Now Jersey 08701 U.S.A. NOTE: 1. APPLY KIM -X117 AD}ES1VE TO FLYING THREADS OF KN50 -X076 ADAPTER AND FAUCET BODY. 10411- X117 -� NOTE 1 OVABLt,` RICE) TO SV NG ADAPTER e SPOUT SIB- ASSEMBLY KIKiO -X132= STREAM REDUTATOR SCRED1 Y001 BASE FAUCET ASSY - i` DECK KN11 -X112 1Y JOINTED SPOUT DOENSIDN SUB -ASSY 0 0 65 -18 (4s7.3] K60 -00D11 DECK FAUST HOUNRMG KTT - LESS NIPPLES EA Tors 1/2 COMPONENT WOMB GROUP. INC. LAKEWOOD, NEIL JERSEY ENCORE 4" DECK FAUCET W/ 18" JOINTED SPOUT KN5T -4018' _PLOT SATE ♦ 47 ro N • • f0 W W J CD • SKU•679 DESCRIPTION: Faucet, Mop Sink MODEL: 2842M1-CS-RC TAG P356 MANUFACTURER: ZURN Engineering Specifications: Zurn AquaSpec'2842M1 -CS -RC Rough chrome- plated cast brass 8" [203mm] sink faucet with quarter turn ceramic disc cartridges, 3/8" (10mm] short swivel inlets with check stops providing adjustable centers from 7 -1/4" [184mm] to 8 -3/4" [222mm] and a 6" [152mm} centerline cast brass vacuum breaker spout with 3/4" [19mm] hose threaded outlet, pail hook and wall brace. Unit is furnished with 2-1/2" [64mmj vandal - resistant color -coded metal lever handles. Note: All dimensions are for reference only. Do not use for pre - plumbing OPTIONAL ACCESSORIES j. ADA DESIGNED SA Suffix Description -LSI 2-1/2" (64mm] Long Swivel Inlets with Integral Stops -WHK Wall Hook -5H 5' [152cm] Vinyl Hose ZURN INDUSTRIES, INC. a COMMERCIAL BRASS OPERATION a 2640 SOUTH WORK STREET ♦ FALCONER NY 14733 Phone: 1 -716 -665 -1132 a Fax: 1- 716 -665 -1135 a World Wide Web: www.zurn.com In Canada: ZURN INDUSTRIES LIMITED a 3544 Nashua Drive a Mississauga, Ontario L4V1L2 a Phone: 9051405 -8272 Fax: 9051405 -1292 AquaSpee is a registered trademark of Zurn Industries. Inc. ©2006 Zurn Industries. Inc. Rev. Date: 6/7/06 C.N. No. 104210 Dwg. No. 92272 Product No. Z842M1 -CS -RC ZURN 56] A[2] TO 4:361:1 0111 182121 I TAG P367 DESCRIPTION: Faucet — Back bar Pitcher Rinser MANUFACTURER Zurn MODEL Z -825F1 LABORATORY FAUCET - SINGLE Z -825F1 TAG Engineering Specifications: Zum AquaSpec °Z -825F1 Polished chrome - plated single laboratory faucet with integral shank, a quarter turn ceramic disc cartridge and a 6" [152mm) cast brass swing spout. Unit is fumished with a 2.0 GPM (7.6 Li variable orifice aerator (complying with ANSI A112.18.1 Standard for flow), a 2- 1/2164mm] vandal - resistant color -coded brass lever handle, mounting hardware and a 12" [13mm] NPSM coupling nut for standard lavatory riser. 28[57] C83] il VI /OA 2 [5 7] 2x131 -14 NPSM COUPLING NUT Note; All dimensions am for reference only. Do not use for pre plumbing. OPTIONAL ACCESSORIES Suffix Description _ -FC 2.0 GPM 17.6L] Laminar Flow Control in Base of Spout _ -G 1 -1/4" [32mm] Grid Strainer Drain -PT 1 -1/4" [32mm) Cast Brass P -Trap with a 7 -1t2" [191mmj Long 17 -Gauge Wall Bend _ -2F 2.0 GPM [7.6 L] Vandal- Resistant Female Aerator _ -3F 0.5 GPM [1.9 L] Vandal- Resistant Female Aerator _ -4F 2.0 GPM [7.6 L] Vandal- Resistant Female Laminar Flow -5F 2.0 GPM [7.6 L] Female Spray Outlet ZURN INDUSTRIES. INC. • COMMERCIAL BRASS OPERATION • 2855 GIRTS ROAD • JAMESTOWN NY 14701 Phone: 1.710-665.1132 • Fax: 1.716665.1135 ♦ World Wide Web: www.zurn.com In Canada: ZURN INDUSTRIES LOAFED s 3544 Nashua Drive • Mississauga. Ontario L4v1L2 • Phone: 90514058272 Fax: 905t40S -1292 AquaSpee is a registered trademark at turn Industnes. Inc Rev. A Date: 1/5/01 C.N. No. 86796 02001 Zion Industries. Inc. Dwg. No. 61332 Product No. Z -825F1 Rinse- o- matic" t" Rinse- o- matic"" No. Item No. Description 1 1411 Sprayhead Kit 2 1413 Suction Cup Feet 3 1422 Hose Assembly (Model 1410) 4 1424 Hose Assembly (Model 1420) 5 1419 Y- Connector (Model 1410) 6 ASY407 Quick Connect Male (Model 1410) 7 -11 1415 Faucet Adapter Kit, (Model 1410) 8-9 1423 Faucet Adapter Kit (Model 1420) MANUAL ECAST 333- 665PSHABCP Deck Mounted Single Hole Faucet PRODUCT TYPE Deck Mounted Single Hole Metering Faucet FEATURES & SPECIFICATIONS • Polished chrome plated finish • ECAST design provides durable brass construction with total lead content less than 0.25% by weighted average • Single water inlet • 3 3/8" C -C Integral spout • 2.2 GPM (8.3 L /min) pressure compensating aerator outlet, catalog #E12 • Tapered vandal resistant metering handle with color coded index buttons, catalog #665 • MVP'" push button, adjustable self closing metering cartridge, catalog #671 -X • 0.25 Gal /Cycle Max. • 1!2" NPSM supply inlet with coupling nut for 3/8" or 12" flexible riser • Mounting hardware included PERFORMANCE SPECIFICATION • Rated Operating Pressure: 20 -125 PSI • Rated Operating Temperature: 40 -140° F WARRANTY • Lifetime Limited Faucet Warranty • 5 -Year Limited Cartridge Warranty • 1 -Year Limited Finish Warranty COMPLIANT To • Califomia Lead Plumbing Law (AB1953) • NSF 61, Sec. 9 • ASME A112.18.1 • CSA 8125 • ADA WKU: 11005036 TAG: P352 DESCRIPTION: Faucet Dipper Well MANUFACTURER: MODEL NUMBER: Chicago Faucets 333- 665PSHABCP Job Name Item Number Section/Tag Model Specified Architect Engineer Contractor U Submitted as Shown Date U Submitted with Variations 10/08 2100 South Clearwater Drive Des Plaines, IL 60018 P: 847/803 -5000 F: 847/803 -5454 Technical: 800/TEC -TRUE www.chicagofaucets.com • • ECAST 333 - 665PSHABCP Deck Mounted Single Hole Faucet ARCHITECT /ENGINEER SPECIFICATION CHICAGO FAUCETS 4 a Geberit company Chicago Faucets No. 333 - 665PSHABCP, Polished chrome plated solid brass body and spout. ECAST" construction with Tess than 0.25% lead content by weighted average. Integral 3 3/8" C -C spout and integral inlet shank. 2.2 GPM pressure compensating aerator outlet. Tapered vandal resistant metal handle with color coded index buttons. 0.25 Gal /Cycle push button self closing metering valve with adjustable cycle time feature. 1/2" NPSM supply inlets with coupling nut for connection to 3/8" or 1/2" flexible riser. All mounting hardware is included. This product meets ADA requirements and is tested and certified to industry standards: ASME A112.18.1, NSF 61, Sec. 9, CSA B125 and California Lead Plumbing Law (AB1953). 4" [102mm] [60mml 15/16" DIA. [24mm] [86mm] OPERATION AND MAINTENANCE 2 -3/8" [60mm] 3/4' [19mm] MAX.WARE THICKNESS 1/2" NPSM COUPLING NUT FOR 3/8' OR 1/2' FLEXIBLE RISER. Installation should be in accordance with local plumbing codes. Flush all pipes thoroughly before installation. After installation, remove spout outlet or flow control and flush faucet thoroughly to clear any debris. Care should be taken when cleaning this product. Do not use abrasive cleaners, chemicals or solvents as they can result in surface damage. Use mild soap and warm water for cleaning and protecting the life of Chicago Faucet products. For specific operation and maintenance refer to the installation instructions and repair parts documents that are located at www.chicagofaucets.com. ECAST;" from Chicago Faucets, is the line of durable, high quality brass faucets and fixtures that are designed and manufactured with Tess than one quarter of one percent (0.25 %) total lead content by weighted average. These products are intended for installation where state laws and local codes mandate lead content levels or in any location where lead content is a concern. tI. Plurn. Law 10/08 Product specifications subject to change without notice. 2100 South Clearwater Drive Des Plaines, IL 60018 P: 847/803 -5000 F: 847/803 -5454 Technical: 800 /TEC -T R U E www.chicagofaucets.com 4 a • KOHLER® Features • Vitreous china • Wall -mount • With hanger • With overflow • ADA compliant • Drilled for concealed arm carrier • Optional soap dispenser hole on left ( -L) or right ( -R) • 8" (20.3 cm) centers, 4" (10.2 cm), centers or single hole • 21 -1/4" (54 cm) x 18 -1/8" (46 cm) Codes /Standards Applicable Specified model meets or exceeds the following: • ASME A112.19.2 • IAPMO /UPC • ADA • ICC /ANSI A117.1 • CSA B45 Specified Model arTAG: I P017 Design ID:I 12048 DESCRIPTION: K -2005 Lavatory with 4" (10.2 cm) centers less soap dispenser hole Restroom Sink MANUFACTURER K- 2005 -L page Kohler ❑ Other 1 of 2 WALL -MOUNT LK A2VA0TORY -05 ALSO K -2006, K -2007 ADA Colors /Finishes • 0: White • Other: Refer to Price Book for additional colors /finishes Accessories: • CP: Polished Chrome • Other: Refer to Price Book for additional colors/finishes Model Description Colors/Finishes K -2005 Lavatory with 4" (10.2 cm) centers less soap dispenser hole ❑ 0 ❑ Other K- 2005 -L Lavatory with 4" (10.2 cm) centers with soap dispenser hole on left 0 0 ❑ Other K- 2005 -R Lavatory with 4" (10.2 cm) centers with soap dispenser hole on right ❑ 0 ❑ Other K -2006 Lavatory with 8" (20.3 cm) centers less soap dispenser hole ❑ 0 ❑ Other K -2007 Lavatory with single hole less soap dispenser hole O 0 U Other K- 2007 -L Lavatory with single hole with soap dispenser hole on left ❑ 0 ❑ Other K- 2007 -R Lavatory with single hole with soap dispenser hole on right ❑ 0 ❑ Other Recommended Accessories K -8998 P -Trap ❑ CP ❑ Other Product Specification The lavatory shall be 21 -1/4" (54 cm) in length and 18 -1/8" (46 cm) in width. Lavatory shall be made of vitreous china. Lavatory shall be wall- mounted with hangers. Lavatory shall have 8" (20.3 cm) centers (K- 2006), 4" (10.2 cm) centers (K- 2005), or single hole (K- 2007). Lavatory shall have overflow. Lavatory shall be ADA compliant. Lavatory shall be drilled for concealed arm carrier. Lavatory shall have optional soap dispenser hole left ( -L) or right ( -R). Lavatory shall be Kohler Model K- Page 1 of 2 116611 -4 -CF USA: 1- 800 -4- KOHLER Canada: 1- 800 - 964 -5590 kohler.com • • Technical Information Lavatory is ADA compliant. DESCRIPTION: ADA MANUFACTURER Fixture *: Basin area 16" (40.6 cm) x 10" (25.4 cm) Water depth 3 -1/8" (7.9 cm) Drain hole 1 -3/4" (4.4 cm) D. ' Approximate measurements for comparison only. Holes K -2005 K -2006 K -2007 Spout 1 -1/4" (3.2 cm) D. 1 -3/8" (3.5 cm) D. 1 -3/8" (3.5 cm) D. Faucet 1 -1/4" (3.2 cm) D. 1 -3/8" (3.5 cm) D. NA Soap dispenser 1 -1/4" (3.2 cm) D. NA 1 -1/4" (3.2 cm) D. Included component: Hanger 64839 Concealed Arm Hole Location K -2006 1/2" (1.3 cm) 2" (5 cm) 4" (10.2 cm) 14" (10.2 cm) 3 -3/4" (9.5 cm) Faucet Holes 13 -3/4" (34.9 cm) 8 -1/2" (21.6 cm) Mr TAG: I P017 1 Design ID: I 12048 DESCRIPTION: Restroom Sink MANUFACTURER p"9e Kohler 2 of 2 Installation Notes Install this product according to the installation guide. For commercial installation a concealed arm carrier is required, and is NOT supplied by Kohler Co. 18-1/8" (46 cm) 1 -1/4" (3.2 cm) D. 17 -1/4" (43.8 cm) 1 -1/4" (3.2 cm) D. Leveling Screw Hole 21 -1/4" (54 cm) Locking Device Hole 8 -1/4" (21 cm) 33 -1/4" (84.5 cm) 12" 5" (12.7 cm) (30.5 cm) 29-1/8" (74 cm) ".. "'NENEINN' 3/8" Hot 32-1/8" (81.6 cm) Max 18 -1/8" (46 cm) 34" (86.4 cm) Max ---F 2 \ 0.3) tats : - -: 27" IMin 6" (1 \5.2 cm) (68.6 cm) Max \ �- Min 19" 1 (22.9 cm) 1 Min Recommended ADA Installation 7 -1/4" (18.4 cm) 3/8" Cold 1 -1/4" OD 4 "(102 cm) Standard Installation 12 -7/8" (32.7 cm) 4 -1/4" (10.8 cm) 31" (78.7 cm) Product Diagram 4 -1/4" (10.8 cm) K -2005 4" (10.2 cm) _R 4 -1/2" (11.4 cm) K -2007 -L 4 -3/8" (11.1 cm) -R 3 -3/4" (9.5 cm) T3 -3/4" (9.5 cm) KINGSTONTM WALL -MOUNT LAVATORY Page 2 of 2 116611 -4 -CF THE O BOLD LOOK KOHLEtt. Phone: 1- 800 -726 -0553 304 S/S Construction Fax: 509 - 535 -1493 SMP Inc. W/ #4 Finish s� Us 72 [1828.80] 18 [457.20] g 18 [457.20] 0 r. N \ N T— o _'/ 6 I \ N o p, (, 4J ,1 � ` - 304 #4 S/S CONSTRUCTION PLAN VIEW TWO COMPARTMENT. SINK 22-1/2" [571.50] BY 72" [1828.80] LONG 16 GA. [1.60] 304 #4 S/S CONSTRUCTED BACKSPLASH, TOP, AND BOWL 10" [254.00] TALL BACKSPLASH W/ 2" [50.80] RETURN TO WALL AT 45' 2 EA. 01" [025.40] FAUCET HOLES PUNCHED IN BACKSPLASH 01 -1/2" [38.10] RAISED ROLLED EDGE 2" [50.80] TALL AT FRONT AND ENDS 2 EA. WELDED 17" [431.80] BY 17" [431.80] BY 12" [304.80] DEEP BOWLS W/ 03 -1/2" [088.90] DRAINS & COMPONENT HARDWARE BASKET STRAINERS (MODEL NO. E38 -1010) 2 EA. DRAINBOARDS 18" [457.20] LONG 01 -5/8" [041.91] O.D. GALV. LEGS W/ ADJ. SANITARY BULLET STYLE FEET ALL VISIBLE WELDS ARE GROUND & POLISHED TO A #4 FINISH Project Model# 2C17X17 -2 -18 Customer Rem / Scale 3/4" - 1' Drawn by JRH Revised ‘ Date 11/30/01 Approved By Drawing Name 2C1717218 • • SKU 508824 I TAG P080 DESCRIPTION: DROP -IN WORK SINK AT CBS MANUFACTURER 1 MODEL NUMBER Spokane Stainless 1 V2 WORK SINK 11hnn. 1,1r 1.226 -CIS53 'a k; 50'2 S35 71403 -)G OP IN ,A,ORKS.INK - 4? 14 (.1A. M14 d4 S!SCONST 2 EAC T'fl° F. :411rFT 1101ES ON DECK. -TUBS 16 0,4, 304 4 4 5P; CONST REAR DRAIN TUB `H ' x 12" - 1 1• BRASS OR.A1N FRONT SOAR 1L'8, 10 `X 10 l /8 "- 14' 1 1r2" BASKET DRAIN SIN' Io lit SUPPORTED ABOVE TOP FRAP4E •DROP IN CLIP`-; PROVIDED FOR SECURING 00th' IIJ }IVY. 1.0 107 FR NIE TOLERANCE 4-;. 1132 1 -93;51 111 TOP 'D 1442.4. 301 ,'; CON T.. TUBS TO Ste: IEM 304 5)5 C: NS1 1 J DROP IN C IP TO 511)0 9 I WEEK 1.IHS V2 DROP INS ""°' V2 WORK SINK STARBUCKS __..__. "" N/A 1 Y ,. ei Q'S T: • • SKU 508824 I TAG P080 DESCRIPTION: DROP-IN WORK SINK AT CBS t-40-77,6-0553 Fax: 509-535-14q) inc. -(RATS fL -16 GA. a04 4,4 5/5 EOO -14 6A. 304 4",4 5.-'5 FRONT SUPPORTS -REMOVEABIF GRATE RiSE a To SUPPORT GRATE 5- ABOVE EOGE -1 SIDED OPEN AT FRONT TOLERANCE +.1-- F9351 . • . 18 7115* INSIDE DIMENSION 5 15/16 11 INSIDE DIMEN5ION GRATE V.A. 314 X4 S/S coNsT / • 5' ABOVE MARINE Erf..sE TO UNMR.SiDE Of GRAIE r4t t- • 17 71B1-454•441.- SECTION A V2 DROP INS STARBUCKS V- • -•• .• • - --W._ ■ Cz'',STARLIUD<S'y.MSSVIZ DROP IN UNIT5., GRAtt RISER OPEN AT FRONT 11 7fil[301.21•J V2 WORK SINK - GRATE RISER 1 N/Aprykad !MAY,' , VT MI, (741:0,r• 7/13/2007 Page 2 of 3 .0 r Citorh,....1-sco-7264553 51v; 535-1493 1 • SKU 508824 I TAG P080 DESCRIPTION: DROP-IN WORK SINK AT CBS cHRokif, WE GRATE 0 5!5 t7.;4] O& WIRE 1-4.m sOijo AlE!_cst-T, 0 1/1.4',' 13 [8] CROSS W:PES ON 11;4' EPACENG St'D. WELDED MT. 13.1131 .47 END; AND CENTER. TOLFRANCE 41 j1b5J75 1 V2 DROP INS STARBUCKS Q.A..9TARI1C<15SW? MO' 'AIM 5/8 1295.891 18 114 :9151551 V2 WORK SINK - WIRE GRATE • N 111 sit 1 7/13/2007 Page 3 of 3 1 i 1 1.1-- 11 _______n_t___ u --T _ _ 1 I -Tr- 18 114 :9151551 V2 WORK SINK - WIRE GRATE • N 111 sit 1 7/13/2007 Page 3 of 3 7 /I Phone: (800) 726 -0553 �' FABRICATION TO MEET OR EP' Fax: ®us (509) 535 -1493 ,l ,M-A 1I EXCEED NSF STANDARDS �l us c 14 [355.6] ECONOMY HAND SINK 16 -1/2" [419.1] BY 14" [355.6] LONG 18 GA. [1.2] 304 #4 S/S CONSTRUCTED BACKSPLASH, TOP, AND BOWL 6" [152.4] TALL BACKSPLASH W/ 2" [50.8] RETURN TO WALL AT 45° 2 EA. 01" [025.4] FAUCET HOLES PUNCHED IN BACKSPLASH 0 1 -_� . Tr 11 11 11 (I 6" [152.4] GOOSENECK FAUCET W/ WRIST VALVES &I0.5 GPM AERATOR FRONT AND ENDS TURNED DOWN 1" [25.4] AT 90 O 1 EA. WELDED 10" [254] BY 12" [304.8] BY 5" [127] DEEP BOWL W/ 01 -1/2" [038.1] DRAIN & BASKET STRAINER ALL VISIBLE WELDS ARE GROUND & POLISHED TO A #4 FINISH 2 EA. 12 "x12" S/S WALL BRACKETS I O 1 U ® U 18 GA. 304 #4 S/S CONSTRUCTION 0 PLAN VIEW 4 [101.6] 1 [25.4] 1 o; N N O 0 2 [50.8] TYPICAL _ 2 EA. 12 "x12" S/S WALL BRACKETS FRONT 7 [177.8] ELEVATION 9 [228.6] END 111 VIEW pm,. t "°de'' EHS -14 -WB Omen by JRH Date 12/4/01 Customer '1 TAG P021 - SKU 179715 ° 11123'0 TC Seals P: \STARBUCKS\HAND SINK\EHS -14-WB - P021 • SKU179715.DWG APProved BY Page Number 1 OF 2 • • I Phone: (800) 726 -0553 1 4'n FABRICATION TO MEET OR co. Fax: 535 �tKA EXCEED NSF ®uS (509) -1493 , LI STANDARDS �I u5 c 01 [025.4] HOLE TYPICAL 2 PLACES 4 SEE ■ [101.6] 5 [127] DETAIL Mil —_ 5 [127] 10 [254] • 1 1/2 [38.1] —{ 1 [25.4] 1 1 [25.4] I 1 R3/4 [R19.1] TYPICAL 12 [304.8] R3/4 [R19.1] TYPICAL SECTION A -A SECTION B -B 2 [50.8] J 03/16 [04.8] 1/8 [2.9] --{ TYPICAL 2 PLACES _ I T O N 7 FE p,, Tr Cii 18 GA. [1.2] S/S 1 1/2 [38.1] L!1 Lnnn N CONSTRUCTION TYPICAL 13 [330.2] N -- a _ N LI] CLIP DOWN HANGER BACKSPLASH DETAIL Scale: N.T.S. Scale: N.T.S. Project 4aael 1 EHS -14 -WB Drawn by JRH Dab 12/4/01 Customer wm ` TAG P021 Rena 11/23/09 TCP Scale 1" = 1'-0" P: \STARBUCKS \HAND SINK \EHS -14-WB - P021 - SKU179715.DWG APPfO"ed BY Pape Number 2 OF 2 ZURN 1 • Z- 1996 -24 MOP SERVICE BASIN 24" X 24" [610 X 610] PRODUCT SKU 180461 I TAG P036 DESCRIPTION: Mop Sink MANUFACTURER MODEL NUMBER ZURN Z- 1996 -24 SPECIFICATION SHEET TAG Dimensional Data (inches and ( mm ]) are Subject to Manufacturing Tolerances and Change Without Notice 24 [610] 24 [610J 10 [254] Mop Basin Size 24x24x10 (610x610x254] Approx. Wt. LDs. (kgl 50 [23] ENGINEERING SPECIFICATION: ZURN Z -1996 24 x 24 x 10 [610 x 610 x 254] Mop Service Basin. Molded high density composite basin, PVC drain body and stainless steel dome strainer /lint basket OPTIONS (Checkjsped{y appropriate options) S -BD Brass Drain -BS Stainless Steel Bumperguard -BV Vinyl Bumper Guard -HH Hose and Hose Bracket -MH Mop Hanger -NHG PVC Drain Gasket Designed for No-Hub Pipe -PRP Pipe Reducer for PVC Drain -PRS Pipe Reducer for Stainless Steel Drain -SD 3778] Stainless Steel Drain -SDL Stainless Steel Drain with Locking Nut -SDG Push -On Gasket for Stainless Drains -SF Service Faucet -RIG Wall Guard(2 Panels - Indicate Size) 'REGULARLY FURNISHED UNLESS OTHERWISE SPECIFIED ZURN INDUSTRIES, • 9 CT NO. Z- 1996 -24x24 INC HYDROMECNANICS DIV.. • 1801 Pittsburgh Ave. • Erie. PA 16514 • Phone: 814/455 -0921 Fax: 814/454_7929 In Canada: ZURN INDUSTRIES LJMITED • 8540 Gottardo Court • Mississauga, Ontario LST 2A2 • Phone: 905/7954844 Fax 90517944850 REV. A DATE: 04/10/01 C.N. NO. 87853 DWG. NO. 59354 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary Zone 1 Non - Residential ENV -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Info Project Address Starbucks Date 8/15/2011 3301 S. Norfolk St. For Building Department Use FILE COPY No. Tukwila, NA Applicant Name: Rensch Engineering Applicant Address: 111 Ave. C, Suite 104, Snohomish, WA 98290 permit Applicant Phone: 360- 863 -6677 Project Description I® New Building Q Addition 0 Alteration 0 Change of Use Compliance Option ® Prescriptive Q Component Performance (See Decision Flowchart (over) for qualifications) Q Seattle EnvStd Q Systems Analysis Occupancy Group • Nonresidential 0 Multifamily Residential (> 3 stories ) Climate Zone • Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county fist) Fenestration Area Calculation Total Fenestration Electronic version: these values are automatically taken from ENV -UA- (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 220.0 — 1280.0 X 100 = 17.2% Semi- Heated Path p Allowable if project meets all requirements as defined in section 13102. Only alloy ed as YeS prescriptive path and must be calculated separately from other conditioned spaces. Limited • no to reduced well insulation levels. Requires other fuel heating and qualifying thermostat Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs - Insulation Above Deck R32 . 3 Roofs - Metal Building Metal Frame 0.38 Roofs - Single Rafter Skylights - Without Curb Roofs - Attic and All Others Skylights - With Curb Walls - Mass Opaque Doors - Swinging 0.500 Walls - Metal Building Walls - Steel Framed Vertical Fenestration R22 • 4 Walls - Wood Framed and Other 0 .400 North Floors - Mass Skylights Floors - Steel Joist Floors - Wood Framed and Other R34 . 5 Maximum F- factors Slabs- on-Grade - Unheated - Slabs -on -Grade - Heated Notes: NOV 0 p 2011 Envelope Requirements ( continued ) Maximum U- factors Vertical Fenestration Non -Metal Frame Metal Frame 0.38 Entrance Door Skylights - Without Curb Skylights - With Curb Opaque Doors - Swinging 0.500 Opaque Doors - Non - Swinging Maximum SHGC (or SC) Vertical Fenestration Non -North 0 .400 North 0.400 Skylights RECEIVED AUG 162011 ?EMIT CENTER 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Info Project Address Starbucks Date 8/15/2011 3301 S. Norfolk St. For Building Dept Use Tukwila, WA Applicant Name: Rensch Engineering Applicant Address: 111 Ave. C, Suite 104, Snohomish, wA 98290 Applicant Phone: 360 - 863 -6677 Project Description Briefly describe mechanical system type and features. I® Indudes Plans 2 new packaged gas /electric units with air side economizer and ducted air distribution. New in -line constant volume exhaust fans. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option • Simple System 0 Complex System 0 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 IPLV3 Ecorunizer Option or Frrpntinn6 Heat Recovery YM See Sheet M -111 Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.1 Capacity2 Btu/h OSA cfrn or Econo? Input Btuh Output Btuh Efficiency4 Heat Recovery Y1N See Sheet M -111 Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model Nn' CFM sp.! HP/BHP Flow Controls Location of Service See Sheet M -111 'If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable airvolume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Info Project Address Starbucks Date 5/3/2011 3301 S. Norfolk st. For Building Department Use Tukwila, WA Applicant Name: Rensch Engineering Applicant Address: 111 Ave. C, Suite 104, Snohomish, WA 98290 Applicant Phone: 360 -863 -6677 Project Description X0147 • New Building 11 Addition • Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 3 changed • No changes are being made to the lighting and space use not ■ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. 1 Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2"* Gross Intenor Area in ft2 Allowed x Area 11521 Fast Food 1.20 558 670 X0147 LED Undercabinet Task Lights 7 14 101 X0140/142 48" Fluor. Wrap (3 -T8 32w lamps) 3 93 279 "' From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 670 Provosed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 11521 Track Lighting (lamp Limiter) 1 120 120 X0147 LED Undercabinet Task Lights 7 14 101 X0140/142 48" Fluor. Wrap (3 -T8 32w lamps) 3 93 279 X0141 48" Fluor. Wrap (2 -T8 32w lamps) 1 64 64 X0146 48" Fluor Strip (1 -T8 32w lamp) 3 32 96 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 660 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, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Info Proj Addres:starbucks Date 5/31/2011 3301 S. Norfolk st. For Building Department Use Tukwila, WA Name: Rensch Engineering Appl. Name 111 Ave. C, Suite 104, Snohomish, WA 98290 Appl. Phone 360 -863 -6677 Project Description 'Refer E New D Addition Alteration F. Plans Included to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) ,� z�,,r 1 Zone 2 ) Zone 3 0 Zone 4 Compliance Option r3 Lightirig %war Al()war 11.:0 0 Sys- rnsAnaly.iF. Building Grounds (luminaires > 100 Watts) —1 = fficacy > 60 lumens/W Controlled by motion sensor Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) 7 'Jo changes are being made to the lighting and space use not changed. _ess than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 3 700 Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft`), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Main Entry Single Swing Door 30 W /LF of door widt 6 180 Grounds Walkways <10 wide ADA ramp to entry 0.8 W /LF 60 48 Uncovered Parking and drives Drive 0.10 W /ft2 2700 270 Grounds Walkways >10' wide west side of building 0.16 W /ft2 400 64 Total Allowed Tradable Watts: 562 raaable Jl'roposea Llgnting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Entries /Ramp Wall Mounted Fixture (1 -60w Inc) 2 60 120 Grounds Walkway 4ft Fluorescent Strip 3 32 96 Parking Drives Sbux Custom Lt (SOw Ma) 4 65 260 Total proposed tradable watts may riot exceed the sum of total allowed tradable watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Total Proposed Tradable Watts: Base Site Allowance Remaining: 476 700 Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x ff) Drive up Windows & Doors DT Window 400W per driveup 2 800 Bldg. Facade (by perim) End of Container Lighting 3.75 W/lf 32 120 Drive up Windows & Doors Sbux Custom Lt (50w MH) 2 65 130 Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Drive up Windows & Doors Low Voltage MR16 Downlight 4 50 200 Drive up Windows & Doors Fluorescent Strip Lights 2 46 92 Drive up Windows & Doors Sbux Custom Lt (50w MH) 2 65 130 Bldg. Facade (by perim) Sbux Custom Lt (50w MH) 3 65 195 Bldg. Facade (by perim) Fluorescent Strip Lights 8 46 368 Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. Site Allowance Balance: Non - Tradable areas COMPLY with site allowance Total excess Non - Tradable watts: 443 257 FILE COPY Permit No., April 20, 2011 File No. 11 -063 Mr. Eric Hopp Starbucks 2401 Utah Avenue South Seattle, WA 98134 Subject: Geotechnical Report Reclamation Drive Thru East Marginal Way S. & S. Norfolk Street Tukwila, Washington PanGE® Geotechnical & Earthquake Engineering Consultants 4 . '"'V")"."'“"..,\ ("r, NOV 0 2 2011 G? y olTIP-Apfrx. DLP niNG FYv'.S10_, Dear Eric, This letter presents the results of our geotechnical evaluation of the soil conditions underlying the site of Starbucks proposed Reclamation Drive Thru which will be located at the southeast corner of the intersection of East Marginal Way South and South Norfolk Street in Tukwila (see Figure 1). The purpose of our study is to provide foundation design recommendations and site improvement recommendations for the new facility. Our work was accomplished in accordance with our proposal letter of April 15, 2011. The following summarizes the results of our study. SITE AND PROJECT DESCRIPTION The proposed drive thru will be constructed on an unimproved level lot at the south end of Boeing Field. As shown on Figure 2, the 13,162 square foot property parcel has a trapezoidal shape with a frontage of about 145 feet along South Norfolk Street and a frontage of about 112 feet along East Marginal Way South. It appears that the site may have been previously paved and used for parking. However, most of the site is now surfaced with gravel with some areas of grass and old asphalt paving. The proposed development will include a modular building consisting of stacked and interlinked steel shipping containers and site improvements consisting of asphalt pavin��T CENTER for parking and drive lanes, and perimeter landscaping. While the modular shipping containers are relatively light, we understand that besides gravity loads, some tension capacity may be required of the foundations to resist overturning loads from wind. RECEIVED AUG 16 2011 b\\2S 2 3213 Eastlake Avenue East Seattle, WA 98102 -7127 TEL (206) 262 -0370 FAX (206) 262 -0374 April 20, 2011 Reclamation Drive Thru Page 2 of 9 As discussed in detail below, the site is underlain by alluvial soils that may be susceptible to liquefaction. While conventional strip and spread footings may be used to support the new modular structures, it must be realized that the shallow foundations may be susceptible to differential settlement and require releveling following a large earthquake. Alternatively, helical anchors may be used to reduce earthquake related building settlement. Recommendations for both foundation systems are discussed below. SUBSURFACE CONDITIONS Subsurface conditions at the site were derived from our review of existing borings that were drilled at or near the site. Specifically, existing subsurface data is available from the Henderson/M.L. King CSO which includes the log of boring B -401 that was drilled at the northeast corner of the intersection of East Marginal Way South and South Norfolk Street at the location shown on Figure 2. The log of boring B -401, which is presented in Figure 3, indicates that the Reclamation Drive Thru site may be underlain by about 4 feet of dense sand fill overlying alluvial an estuarine sediments consisting of loose to medium dense sands and silts that extend to at least 32 feet, which is the base of the exploration, and quite likely to depths in excess of 100 feet. Based on the log of boring B -401 and our experience in the area, we expect the water table at a depth of about 10 feet. LIQUEFACTION EVALUATION The nearby boring as well as our experience at neighboring locations suggest that the alluvial and estuarine sediments between depths of about 10 and 30 feet are potentially susceptible to liquefaction. Based on our studies at nearby sites with more explorations and testing, we believe that the potential consequences of liquefaction at the Reclamation site may result in surface settlements of 1 to 3 inches. However, we are not aware of any reports of significant liquefaction related damage in the vicinity of the Reclamation site during the 2001 Nisqually Earthquake. However, this past performance does not preclude the possibility of settlement from a future earthquake. SEISMIC DESIGN PARAMETERS The following provides seismic design parameters for the site that are in conformance with the 2009 and later editions of the International Building Code (IBC), which specifies a design earthquake having a 2% probability of occurrence in 50 years (return interval of 11 -063 Reclamation Drive Thru.doc PanGEO, Inc. April 20, 2011 Reclamation Drive Thru Page 3 of 9 2,475 years), and the 2002 USGS seismic hazard maps. Although some of the soils underlying the site are potentially susceptible to liquefaction, we believe that the overall seismic performance of the site is best represented by a Site Class D. Specific design parameters are as follows: Si Site Class Spectral Acceleration at 0.2 sec. (g) Ss Spectral Acceleration at 1.0 sec. (g) S, Site Coefficients Design Spectral Response Parameters Control Periods (sec.) Design PGA (SDS/2.5) Fa Fv SDS Sol To Ts D 1.52 0.52 1.0 1.5 1.01 0.52 0.10 0.51 0.21 FOUNDATION OPTIONS In our opinion, the modular units of the proposed drive thru may be supported on conventional shallow spread and strip footings or a grade beam provided that it is realized that a large earthquake may produce 1 to 3 inches of differential settlement of the foundations and require releveling of the units. Alternatively, the foundations may be supported on helical anchors extending to a depth of 25 to 30 feet to reduce, but not necessarily eliminate earthquake induced differential settlement. Helical anchors may also be used to resist uplift forces on the foundations from wind and seismic loads. Footings /Grade Beams If shallow footings or grade beams are used to support the new construction, we recommend that the footings be sized using a maximum allowable bearing pressure of 2 ksf with a one -third increase for seismic or transient loads. All footings should be founded a minimum distance of 18 inches below the finish grade and all footings should have a minimum width of 18 inches. The subgrade at the base of the footings should be compacted to a dense condition with a Hoepac. A Hoepac is specifically recommended for compaction as it applies a higher level of energy than hand operated equipment and will be more capable of improving the density of the underlying fill. Footing excavations should be observed by PanGEO to confirm that the exposed footing subgrade is consistent with the expected conditions and that the fill is adequately compacted. We estimate that with the above preparation that the footings or grade beams would have static settlements of less than about 1 inch. 11 -063 Reclamation Drive Thru.doc PanGEO, Inc. April 20, 2011 Reclamation Drive Thru Page 4 of 9 Lateral forces from wind or seismic loading may be resisted by the combination of passive earth pressures acting against the embedded portions of the foundations and by friction acting on the base of the foundations. Passive resistance values may be determined using an equivalent fluid weight of 350 pounds per cubic foot (pcf). This value includes a factor safety of at least 2 assuming that compacted structural fill will be placed adjacent to the sides of the footings. A coefficient friction of 0.5 may be used to determine the frictional resistance at the base of the footings. This coefficient includes a factor safety of approximate 1.5. Helical Anchors Helical anchors may be used in conjunction with the footings /grade beams to resist overturning from wind or earthquakes and the anchors may also lessen building settlement as related to earthquake induced liquefaction of the underlying alluvial and estuarine deposits. In our opinion, helical anchors with a 12" diameter plate on the lead section that are installed to a minimum depth of about 20 feet may be capable of resisting ultimate tension and compression loads in excess of 30 kips. A factor of safety of 2 should be used to determine allowable compression and tension loads of the anchors. The allowable loads may be increased by one -third for seismic loading conditions. The anchors, however, should not be relied upon to provide any lateral resistance. The anchor construction should be contracted under a performance specification where the structural engineer specifies the minimum required anchor load and embedment details into the pile. The successful bidding contractor would then install and test two anchors to at least 150% of the design load to confirm the adequacy of the contractor's design and installation procedure. The capacity of vertical helical anchors to resist lateral loads is very limited. Consequently, inclined anchors should be installed to resist lateral loads that exceed the passive resistance of the pile caps (i.e. 350 pcf which includes a factor of safety of 2). Typical costs for helical anchors of the expected capacity described above are on the order of $1,500 each. Contractors experienced in helical anchor construction include McDowell Northwest / Pile King (425- 251- 8535), Versatile Drilling (206- 763 - 9776), and RamJack Northwest (206- 242 - 5225). STRUCTURAL FILL We anticipate that the footings /grade beams may be backfilled with excavation spoils from the footing trenches. In keeping with the reclamation theme of the development, we recommend the use of recycled concrete as a structural fill beneath the building pads and paved surfaces. The structural fill should be moisture conditioned to within about 3 11 -063 Reclamation Drive Thru.doc PanGEO, Inc. April 20, 2011 Reclamation Drive Thru Page 5 of 9 percent of optimum moisture content, placed in loose, horizontal lifts less than 8 inches in thickness, and systematically compacted to a dense and relatively unyielding condition and to at least 95 percent of the maximum dry density, as determined using test method ASTM D 1557. BUILDING PADS Because the modular units are fully enclosed, without a convention concrete floor slab cast on grade, conventional capillary break material and vapor retarders are not necessarily required in the proposed construction. However, we suggest placing the modular units on a 6 inch pad of recycled concrete to provide a stable work pad during construction and also to provide additional support to the modular units. PAVEMENT SECTION Assuming that the parking areas and drive lanes will support automobile traffic and light service vehicles, we recommend that the pavement section consist of 3" of HMA overlying 6" of compacted recycled concrete. The underlying subgrade should be proof rolled to a dense and unyielding condition before placing the recycled concrete. Any soft areas in the subgrade should be over excavated and replaced with compacted recycled concrete. Recycled concrete may also be used as backfill during wet weather. Otherwise, on -site material may be used provided that it can be compacted to 95% of the materials maximum dry density, as determined using test method ASTM D 1557. DRAINAGE CONSIDERATIONS Permanent control of surface water should be incorporated in the final grading design. Adequate surface gradients and drainage systems should be incorporated into the design to direct water away from the structure. Surface runoff should be collected and discharged to a suitable outlet. Roof downspouts should be tightlined to a suitable outlet. Because of the depth of the water table, footing drains are not required for the proposed foundations. INFILTRATION In our opinion, the soils underlying the site are not particularly conducive to the use of infiltration trenches for storm water discharge. That is, because King County will not allow infiltration of surface water into fill soils, all infiltration must occur within the estuarine silts underlying the fill and infiltration will be restricted to the silt above the water table. Thus, infiltration will be constrained between depths of about 4 and 10 feet. 11 -063 Reclamation Drive Thru.doc PanGEO, Inc. April 20, 2011 Reclamation Drive Thru Page 6 of 9 The silts within 4 to 10 feet of the ground surface, however, are not particularly conducive to storm water infiltration. Based on the material description from Boring B- 401 (Figure 3) and our experience from nearby sites, we estimate that an appropriate design infiltration rate for the underlying silt would be quite low and on the order of 0.1 to 0.2 inches/hour. The infiltration design would also need to be based on the highest groundwater level that may exist at the site. Based on our experience at nearby sites, we believe that seasonal water levels may be located 7 to 8 feet below the existing site grade. Thus the site constraints of the fill depth, potentially high groundwater levels and low infiltration rates will likely severely restrict infiltration of storm water runoff. ADDITIONAL SERVICES To confirm that our recommendations are properly incorporated into the design and construction of the proposed project, PanGEO should be retained to conduct a review of the final project plans and specifications, and to monitor the construction of geotechnical project elements, such as: • Review final project plans and specifications; • Verify implementation of erosion control measures; • Verify adequacy of footing subgrades; • Verify adequacy of helical anchor installations • Confirm the adequacy of the compaction of structural backfill; • Other consultation as may be required during construction. Conditions encountered during construction may differ from the assumptions and recommendations described in this report. Consequently, differing site conditions may require modifications to the recommendations presented in this report. SUMMARY In summary, we believe that conventional spread footings may be used to support the modular building provided that the owner realizes that the footings will be located over soils that are susceptible to future earthquake induced liquefaction settlement and releveling of the modular units may be required after a large earthquake. Helical anchors may be used to reduce foundation settlement and also resist overturning loads from wind or earthquake ground shaking. In keeping with the reclamation theme, recycled concrete may be used for the fill for the building pad and pavement section. Storm water infiltration rates in the underlying native soil are estimated to be on the order of 0.1 to 0.2 inches per hour. 11 -063 Reclamation Drive Thru.doc PanGEO, Inc. April 20, 2011 Reclamation Drive Thru Page 7 of 9 CLOSURE We have prepared this report for your use for the proposed site improvements. The recommendations contained in this report are based on a site reconnaissance, on a review of pertinent subsurface information, and on our understanding of the project. The study was performed using a mutually agreed -upon scope of work. Variations in soil conditions may exist between the locations of the explorations and the actual conditions underlying the site. The nature and extent of soil variations may not be evident until construction occurs. If any soil conditions are encountered that are different from those described in this report, we should be notified immediately to review the applicability of our recommendations. Additionally, we should also be notified to review the applicability of our recommendations if there are any changes in the project scope. The scope of our work does not include services related to construction safety precautions. Our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. Additionally, the scope of our work specifically excludes the assessment of environmental characteristics, particularly those involving hazardous substances. We are not mold consultants nor are our recommendations to be interpreted as being preventative of mold development. A mold specialist should be consulted for all mold - related issues. This report has been prepared for planning and design purposes for specific application to the proposed project in accordance with the generally accepted standards of local practice at the time this report was written. No warranty, express or implied, is made. This report may be used only by the client and for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both off and on- site), or other factors including advances in our understanding of applied science, may change over time and could materially affect our findings. Therefore, this report should not be relied upon after 24 months from its issuance. PanGEO should be notified if the project is delayed by more than 24 months from the date of this report so that we may review the applicability of our conclusions considering the time lapse. It is the client's responsibility to see that all parties to this project, including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the contractor's option and risk. Any party other than the client who wishes to use this report shall notify PanGEO of such intended use and for permission to copy this report. Based on the intended use of the report, PanGEO may require that additional work be performed and that an updated report be reissued. Noncompliance with any of these requirements will release PanGEO from any liability resulting from the use this report. 11 -063 Reclamation Drive Thru.doc PanGEO, Inc. April 20, 2011 Reclamation Drive Thru Page 8 of 9 Please call with any questions on this evaluation. Sincerely, W. Paul Grant, P.E. Principal Geotechnical Engineer References Encl. Figure 1 — Vicinity Map Figure 2 — Site and Exploration Plan Figure 3 — Log of Boring B -401 11 -063 Reclamation Drive Thru.doc PanGEO, Inc. April 20, 2011 Reclamation Drive Thru Page 9 of 9 REFERENCES PacRim Geotechnical, Inc., 2000, Geotechnical Data Report, Henderson / M.L. King CSO Project, Seattle, WA: Report to King Count., November 17, 2000. 11 -063 Reclamation Drive Thru.doc PanGEO, Inc. I r c Starbucks Reclamation Drive Thru Tukwila, Washington VICINITY MAP Project No. 11 -063 Figure No. 1 Rdelamation Drive. Thru Site B-401 PacRim (2000) PanGE® Starbucks Reclamation Drive Thru Tukwila, Washington Project No SITE AND EXPLORATION PLAN 11-063 Figure No. 2 ou�an !J (WOO VikelUltr31108 juts ::r +410 ' ' u ' Henderson/M.L. King CSO Project ' Seattle. Washington tang County Department of Natural Resources 'LOG OF. BORING B 401 . SHEET 1 OF 1 ProJect.No. 00S.006 Fia. 3 . 11101ttldill'11illi ii ii IOthil Trip •tl s• -1�•t t-, • e..ar1. •Iyr1.�1•t, •.1-, rt' It. �t., ,6; •i�. .a ! a .a+ „;•' =4 r`...1 •)-1 .d • ..1 ,«:•":;•":-.;•1 - - - - - o 'W W M 1111 t ':. •. I �, lifi 1� . g I ill '11 I, F4.. . < -- • V ka 8 a 1 en ti S 9 lu Z 4- 5 � �!'• in . 1 H+GV r • • - -- ! ♦ ,•f • • ,•r -, rr r +r•, r } 63 } .} _. j �J./ 'I• /� ' NNS VM am•M• M M M " 3 t 6) •: f ••3 3 ). •M� •3 •3: •3 4.11,j1 "}`' s u , • ... r• • i i - . _, a a2 COO •r 2 •• , . } • • } • • i ; -• _ • i - 1 • • (1 • r r • Q QQ N.wr. wNV Mqm VAT. W V V . NO.:: w:00 a a . IS V w n P) V tl) m H • ,e • f • • PLANNING DIVISION COMMENTS November 2, 2011 Mikel Hansen, Sabey 12201 Tukwila International Blvd. Tukwila, WA 98168 Eric A. Hopp, Starbucks 2401 Utah Ave. S., Suite 800 Seattle, WA 98134 RE: D11 -282 Starbucks Coffee Company, 3301 S. Norfolk Street (parcel #000340 -0046) Dear Mr. Hansen and Mr. Hopp, The Planning Division has reviewed revisions submitted in response to Correction Letter #1. The permit can be approved with the condition that items listed below shall be addressed through submittal of a revised landscape plan to the Department of Community Development by November 14, 2011. All revisions to the plans and other materials submitted in response to the comments below, as well as installation of the landscaping per the approved plans, must be completed prior to final building permit approval. 1) The Landscape Planting & Schedules (sheet A -102) includes the species and size of plantings proposed in containers as requested in Correction Letter #1. However, landscaping to meet the perimeter landscape requirements, information on which was provided in Correction Letter #1 and the pre - application meeting notes from April 2011, has not been included in the current landscape design. The landscape plan on sheet A -102 does not include the location of the property lines; please include the location of the property line in relation to the right -of -way on the revised landscape plan. The perimeter landscape requirements for this site include 12.5 feet of landscaping from the property line inwards along the frontage of East Marginal Way and Norfolk Way S. Type II perimeter landscaping is required per 18.52.020 and 18.52.030, and includes one shrub for each five lineal feet of required perimeter excluding curb cuts and one tree for each 20 lineal feet of required perimeter excluding curb cuts. Additionally, living groundcover to cover 90% of the landscape area within three years shall be provided within required perimeter landscape areas. Plant material requirements, including planting types and minimum sizes, can be found in TMC section 18.52.030 (D). The City encourages the use of drought - tolerant species, and staff can suggest some species for the required perimeter landscape area upon request. 2) The scale indicated on the Landscape Planting and Schedules sheet A -102 is not correct. Please show the correct scale on your revised landscape plan to help expedite the City's review of the landscaping for this project. 3) If the landscape areas will be irrigated, please include an irrigation plan. If you propose not to have a permanent irrigation system installed, please submit a written request in response to this correction letter. Include with this request a plan for how the landscaping will be watered adequately during a 3 -year establishment period, as well as for the life of the project. If a request is made to not include an irrigation system with this project, the City may require submittal of a bond or other financial assurance to ensure that plants will be watered and replaced as needed during the 3 -year establishment period. C:\Docwnents and Settings \bill - r\Local Settings \Temporary Internet Files \Content.lE5 \4XU5P8NE \DI I- 282 %20Deferral %20Letter[l].doc • • If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. 4' • • October 31, 201 City of Tukwila Department of Community Development Eric Hopp Tony Gale III 2401 Utah Av S, Suite 800 Seattle, WA 98134 RE: Correction Letter #2 Development Permit Application Number D11 -282 Starbucks Coffee Company — 3301 S Norfolk St Jim Haggerton, Mayor Jack Pace, Director Dear Mr Hopp, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Planning Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Jaimie Reavis at 206 - 431 -3659 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, please contact me at (206) 431 -3670. Sincerely, LAY-A Bill Rambo Permit Technician encl File No. D11 -282 W:\Pennit Center\ Correction Letters \2011\D11 -282 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Tukwila Building Division; Allen Johannessen, Plan Examiner Date: October 31, 2011 Project Name: Starbucks Coffee Company Permit #: D11 -282 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The revised site plan shows a new pathway crossing the Drive -Thru Lane. Show Truncated Dome pads 24 inches wide and the width of the pathway placed each side of and approaching the Drive - Thru Lane. Walking surfaces along the pathway shall slope no steeper than 1:20. (ANSI 402.2 406.12) 2. The accessible parking space shall meet accessible Van parking. Van parking spaces shall be 132 inches minimum in width. Accessible aisle shall be 60 inches. Show accessible van vehicle markings and show accessible van identification sign placed in front of the accessible parking space, bottom of sign 60 inches above the floor of the parking space. Provide dimensions and details for the parking space and signage. (ANSI 502.2, 502.3, 502.4.2 & 502.7) Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. • • PLANNING DIVISION COMMENTS DATE: October 28, 2011 APPLICANT: Eric A. Hopp, Starbucks RE: D11-282 Starbucks Coffee Company ADDRESS: 3301 S. Norfolk Street (parcel #000340 -0046) Please review the following comments listed below and submit your revisions accordingly. 1) The Landscape Planting & Schedules (sheet A -102) includes the species and size of plantings proposed in containers as requested in Correction Letter #1. However, landscaping to meet the perimeter landscape requirements, information on which was provided in Correction Letter #1 and the pre - application meeting notes from April 2011, has not been included in the current landscape design. The landscape plan on sheet A -102 does not include the location of the property lines; please include the location of the property line in relation to the right -of -way on the revised landscape plan. The perimeter landscape requirements for this site include 12.5 feet of landscaping from the property line inwards along the frontage of East Marginal Way and Norfolk Way S. Type II perimeter landscaping is required per 18.52.020 and 18.52.030, and includes one shrub for each five lineal feet of required perimeter excluding curb cuts and one tree for each 20 lineal feet of required perimeter excluding curb cuts. Additionally, living groundcover to cover 90% of the landscape area within three years shall be provided within required perimeter landscape areas. Plant material requirements, including planting types and minimum sizes, can be found in TMC section 18.52.030 (D). The City encourages the use of drought - tolerant species, and staff can suggest some species for the required perimeter landscape area upon request. 2) The scale indicated on the Landscape Planting and Schedules sheet A -102 is not correct. Please show the correct scale on your revised landscape plan to help expedite the City's review of the landscaping for this project. 3) If the landscape areas will be irrigated, please include an irrigation plan. If you propose not to have a permanent irrigation system installed, please submit a written request in response to this correction letter. Include with this request a plan for how the landscaping will be watered adequately during a 3 -year establishment period, as well as for the life of the project. If a request is made to not include an irrigation system with this project, the City may require submittal of a bond or other financial assurance to ensure that plans will be watered and replaced as needed during the 3 -year establishment period. In the interest of expediting review of this permit, we would be happy to meet with the landscape architect, applicant, and property owner to discuss the landscaping. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 -431- 3659. 1 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 14, 2011 Eric Hopp Tony Gale III 2401 Utah Av S, Suite 800 Seattle, WA 98134 RE: Correction Letter #1 Development Permit Application Number D11 -282 Starbucks Coffee Company — 3301 S Norfolk St Dear Mr. Hopp, 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 Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Jaimie Reavis at 206 - 431 -3659 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, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -282 W:\Pennit Center\Correction Letters \2011\D11 -282 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • PLANNING DIVISION COMMENTS DATE: September 13, 2011 APPLICANT: Eric A. Hopp, Starbucks RE: D11 -282 Starbucks Coffee Company ADDRESS: 3301 S. Norfolk Street (parcel #000340 -0046) Please review the following comments listed below and submit your revisions accordingly. 1) Architectural Site Plan Note B on Sheet A -101 states that landscaping shall be provided per zoning code and LEED requirement, and refers to Sheet C101. Sheet C101 is not included in the current plan set. Please submit a landscape plan showing the species and size of plantings proposed in containers, as well as plantings to meet perimeter landscape requirements. The perimeter landscape requirements for this site include 12.5 feet of landscaping from the property line along the frontage of East Marginal Way and Norfolk Way S. Gravel proposed within the front (East Marginal Way) and second front (S. Norfolk Street) perimeter landscape areas does not meet the code requirement of living groundcover to cover 90% of the landscape area within three years. Additionally, the Type II landscape perimeter required per 18.52.020 and 18.52.030 includes one shrub for each five lineal feet of required perimeter excluding curb cuts and one tree for each 20 lineal feet of required perimeter excluding curb cuts. Note that if the containers are intended to have the trees as required per code, the spacing of the containers as shown on the plans is greater than 20 feet. Plant material requirements, including planting types and minimum sizes, can be found in TMC section 18.82.030 (D). The City encourages the use of drought - tolerant species, and staff can suggest some species for the required perimeter landscape area upon request. Per 18.52.040 (H), automatic irrigation is required in all landscape areas; the City encourages irrigation systems which incorporate water conservation features. 2) Show on plans the location of bicycle parking — a minimum of two spaces are required per 18.56.050, Figure 18 -7, which can be accommodated with one U- shaped bicycle rack. 3) The 2009 International Building Code requires an accessible route from the building to the public way. Please revise plans to show how the pedestrian connection shown on the west side of the site across the drive aisle will connect to the existing sidewalk along East Marginal Way to meet accessibility requirements. 4) All signage shall be reviewed through separate sign permit(s). If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. June 28, 2011 • City of Tukwila Department of Public Works Mr. Mikel Hansen Senior VP Property Operations Sabey Corporation 12201 Tukwila International Blvd, 4th Floor Tukwila WA 98168 -5121 SUBJECT: Pre - Application PRE11 -003 • Jim Haggerton, Mayor Bob Giberson, P.E., Director This letter is in response to your May 26, 2011 requests for waivers from permanent curb, gutter, sidewalk, undergrounding and a concurrency waiver. Your justification for waivers was based on the relatively small size and temporary nature of the proposed modular Starbucks facility and related temporary improvements. Your waiver requests are acceptable based on your May 26th letters serving as guarantees that you will provide full curb, gutter, sidewalk, and utility undergrounding when the comprehensive development occurs. To be clear, at the time of permit application for the overall comprehensive site development, there will be no credit given for any existing site trip generation. Further, full concurrency test fees and traffic impact fees will be due upon issuance of building permits. Until then, the temporary overhead utilities and pedestrian walkways will be allowed based on subsequent acceptable design, review and approvals for the temporary improvements. If you have any questions, please contact me at (206) 431 -2457 or at bgiberson @ci.tukwila.wa.us Bob Giberson, P.E. Public Works Director cc: Robin Tischmak, City Engineer I/Dave McPherson, Development Engineer awn .enuth,a,,h. Rn/ /IPVOY SuiIP WOO • Tukwila. Washington 98188 • Phone: 206 -433 -0179 • Fax: 206 - 431 -3665 SABEY CORPORATION May 26, 2011 • PAYE Mr. Bob Giberson City of Tukwila, Director of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 Re: Pre- Application PRE 11 -003 fECEIVED JUN 022011 TUKWILA PUBLIC WORKS Dear Mr. Giberson, This is a request for your consideration to allow us to utilize an alternative to the curb gutter and sidewalk requirement outlined in our Pre -App process along Norfolk. The reason for the request is that we are currently seeking a permit for a relatively small 420 sq. ft. modular Starbucks drive thru coffee kiosk on a much larger 60 acre future development site. We understand that if this alternative is granted that we are subject to all current criteria for this site when the more comprehensive development takes place. With respect to the sidewalk and other frontage improvements as an alternative we propose to utilize the current existing sidewalk on the west side along East Marginal Way and propose on the north side along Norfolk to asphalt to the existing pavement to provide a pedestrian friendly way of travel around the perimeter of the site. We will also include a pedestrian walkway from the intersection comer into the site. Additionally we are asking for your approval to allow SCL to run our secondary feeders overhead from a utility pole in front of Randy's Restaurant to just west of our site along East Marginal Way and then come underground into the site. We fully understand the requirements for utility undergrounding when the permanent development occurs. Thank you for your consideration on both of these items. Sincerely, SABEY CORPORATION Mikel Hansen SR VP Property Operations REAL ESTATE DEVELOPMENT CONSTRUCTION / ARCHITECTURE INVESTMENTS Sabey Corporation 12201 Tukwila International Blvd, 4th Floor Seattle, Washington 98168 -5121 206.281.8700 main 206.282.9951 fax www.sabey.com PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -282 DATE: 11 -14 -11 PROJECT NAME: STARBUCKS COFFEE COMPANY SITE ADDRESS: 3301 S NORFOLK ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPART ENT : B it i g L Ivision. Works 4& 1N /,4- 11-(3 4I kvc 11.11i Fire Prevention X Planning Division Structural Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-15-11 Complete Incomplete Not Applicable Comments: Permit Center Use Only • . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12 -13-11 Approved ❑ Approved with Conditions X Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PE 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 011 -282 DATE: 10 -25 -11 PROJECT NAME: STARBUCKS COFFEE COMPANY SITE ADDRESS: 3301 S NORFOLK ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter Revision # After Permit Issued D PARTMENT Tding l (vision Public Works Fire Prevention Structural n 4e/AJ Planning Division n Permit Coordinator too,&-t( DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-27 -11 Complete Incomplete n Not Applicable n Comments: Permit: Center Use Only .. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 1 1 -24 -1 1 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10-1-41 Departments issued corrections: Bldg 1 Fire ❑ Ping - PW ❑ Staff Initials: /C I/ Documents /routing slip.doc 2 -28 -02 • 41 T S�i�t , .,yi, r4jt W�YR PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -282 DATE: 08 -16 -11 PROJECT NAME: STARBUCKS COFFEE COMPANY SITE ADDRESS: 3301 S NORFOLK ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued uilding )A11\11 Wor I ': wt AVL Ire Prevention Structural J � 01-en t i Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 08-18-11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route 17" Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09-15-11 Approved n Approved with Conditions n Not Approved (attach comments) u- Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only ^ �� CORRECTION LETTER MAILED: U` v Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • PROJECT NAME: , p,v-b l cVS CD P CO m PERMIT NO: 1 [, — a_81 SITE ADDRESS: 330 l S �f S fr- ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INI�TI�j LS ISSUED DATE STAFF INITIAL 1 11-11-1— R i'� /�- ti-lfs -' I _ Summary of Revision: �ro� t. ■�'s��,��4. a,,, a,,,1 1avJ4 c e $ Io,G7m Received byi— /.11 J REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City tf Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431 -3670 Web site: http: / /www.ci.tukwila.wa.us J Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ' /1 LI II I I Plan Check/Permit Number: ID ( 1 z & ❑ 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: Stir b U1 L./CS R c G! d ti aj;o ✓1 Dr ; V T (rti% Project Address: ° / 5 . /Vo r (n f 1< 1 T , 7 /i ,,� , - ',oft 98,164 Contact Person: /4h G on\ % l%; .-� c t ✓1'� Phone Number: Z S_ " Summary of Revision: f S.A. N� 1 0 �rv.4.) e ,An,k J 10 m f Z-c4 ca. le 1oJ01f1 u., (.4 t/r:j4 RECENIED PERiarr epi Sheet Number(s): "Cloud" or highlight all areas of revision including date o revisio Received at the City of Tukwila Permit Center by: —'Entered in Permits Plus on LA " H:\Appliestlo acems-Appliostions On Line\2010 Applimtions \7 -2010 - Revision Submithi.doe - Cleated: 843 -2004 Revised: 7 -2010 • 1 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: 10/24/2011 Plaan Check/Permit Number: D11 282 Response to Incomplete Letter # Nom\ Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Reclamation Drive -Thru - Starbucks Coffee Company Drive -Thru Project Address: 3301 S. Norfolk Street (parcel #000340 -0046) Contact Person: Jaimie Reavis Phone Number: (206) 431 -3659 Summary of Revision: The attached (4 copies of) revised sheets (under Revision #4) will address the following comments: 1. Landscaping Corrections on Sheet A -102 2. Bicycle parking & U- Shaped Bicycle Rack on sheet A -101 3. Addressing the accessible route from the building to the public way on Sheet A -101 4. ** Signage will be submitted separately as it's an over the counter permit. Sheet Number(s): A -101, A -102, A -103 env Of TU WIL A OCT 2 5 2011 PERMIT CENTER "Cloud" or highlight all areas of revision including date of rev to Received at the City of Tukwila Permit Center by: 1N---- Entered in Permits Plus on r I - :-: — ( H: \Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 LS1 King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type D 1 Do St sr NIA€41114AL. L)4' So.xH Property Street Address TiaKW 1 c—/A- City WA- 1811 B State ZIP 330% 5t0T}'1 Ni:h -ToU . LAG Owner's Name •--gou ision Name Subdiv. # Lot # ame (if applicable) ( 20(0 ) 2S1 - S10O Owner's Phone Number (with Area Code) ( 21)(0 ) 281 -- 5700 Property Contact Phone Number (with Area Code) Owner's Mailing Address 2,2 -o 11iK4f t - TorE.044`ra.Vsd. 4 Sc -Ls. , t i4 si to S A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Block # Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 I Z Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2 4 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 3 9 Sink, other (service) 3 1.5 5 � 5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 1 6 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units l 3 (D Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units __ 20 .So RCE Property Tax ID # 000340 — 0046) Party to be Billed (if different from owner) STAf.49 S 2-4o ( U►r14 rE s. sot rte Boo SEA-rrt..E, t.►:4 R S 134- City or Sewer District TilkWl/..- /METQp Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under s me circumstances. Demolition of pre- existing building? ❑ Yes No Was building on Sanitary Sewer? ❑ Yes No,, Was Sewer connected before 2/1/90? ❑ Yes L� No ,r� ,Sewer disconnect date: r�'FType of building demolished? / Request to apply demolition credit to multiple buildings? ❑ Yes 1�J No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: C...0 FFE, SHOP Estimated Wastewater Discharge: t4JAr Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B .go RCE RCE R ow OF TUKW!LA AUG .I 6 2011 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a evi d ca city charge. Signature of Owner /Representative 2 Date g/11/11 Print Name of Owner /Representative A A tk e.1 1 1 ; n c. /It Contractors or Tradespeople politer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name DB GENERAL CONTRACTORS INC UBI No. 602650709 Phone 2537362980 Status Active Address 3320 West Valley Hwy D -106 License No. DBGENGC943O9 Suite /Apt. License Type Construction Contractor City Auburn Effective Date 9/29/2006 State WA Expiration Date 9/29/2012 Zip 98001 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date BEDNARIK, DEWAINE President 09/29/2006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY a INDEM CO 743855C 09/28/2006 Until Cancelled $12,000.00 09/29/2006 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 5 Nationwide Mutual Ins Co ACP7505276908 09/28/2011 09/28/2012 $1,000,000.0009 /27/2011 4 Continental Western Ins Co CWP26515525 09/28/2010 09/28/2011 $1,000,000.0009 /22/2010 3 Continental Western Ins Co CWP265155 09/28/2008 09/28/2010 $1,000,000.0009 /10/2009 2 CONTINENTAL WESTERN CWP26515521 09/28/2007 09/28/2008 $1,000,000.0009 /28/2007 1 CONTINENTAL CAS CO CWP265155 09/28/2006 09/28/2007 $1,000,000.00 09/29/2006 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 11/04/2011 GPM • Pot:Nr Ord . or..iveL. to.r• (se 1 rt 9 i GRTi o tJ Conf Qo l it .l Oe. ilic.turek P6 v Pve CIPss add eedet2 - 3ize A.S kitym.cji r11,a. fEPTR PVC- . S A-I0 'r, 1.�22dG ?t �c��. (y1F tr? /S" ERR r ; lnTi.orJ : Cnnfr zo 162 7TD .be ufk► i el,2. - SUE .St ,c -r, 013 N2Tfilce i TD 01-1111e. VALVE SOK WILD:RO DOVER CZ RO210 CS= TO Mil VALVES) DOME OMIT VALVE trsi— TEST coats ArtER IESttiG + AlrROVAL} • - - mem )mac MUSH w/cava) STAR fit C KS CO. Fr'.--FE". c o nCLA MAT! ON OR iv THR Li 7 RMMS. 4- MIL O'VG Sat. 400 MOM GOUF'lM UP. 3301 $. I�1ORFOt�k STREET 7 U%Wi L A }, . . 96l' 4 -- ELL TVP. C4 RECD.) Sli ORT AS ism MALE MING MAD t!E CMG at 401 MOM TO IONS& ORARI. VP.) WASHED DRAM ROCK Caj_ r 11ER 00� i0 = _ {1 =11- 41 =11- 11 =ii 11--11 11 =11-'11 1 ='1 =11= 11 =11 -1 'i- 11= .1=11-=11 COMPACTED StiMNER + MOM PPS Or ROCKS f DEWS MAIN CONNECTION CDOUBLE GI-IECK . VALVE) DETAIL • somas.; mom Pressure Reducing Valve, if required Master Valve, if required OA p'Syc Mainline 425 -861 -7610 Double Check Valve I Mechanical .Electrical Plumbing Gas City of Tukwila = BUILDING DIVISION IRRIGATION DESIGN Stub out from Domestic Meter, or separate irrigation meter POINT OF CONNECTION PLANNING APPROVED No changes can be made to these plans without .approval from the Planning Division of DCD City Of k a WILDING DON REVISIONS No changes shall.be made to -the scope : • .: of work without prior approve' of Tukwila Building Division NOTE Revisions will•require a new plan submitt l and may include additional plan review fees: RECEIVED NOV 14 2011 REVISiON.NOf.TT" 11 --zsz Likaank A��llP7PP -byrz inftput a 1/7Nli., l 41,41:, \Q :,y V \II 1V‘li Iliv 1717.4] :); AIZI11.4■16 2 _ �e�i<■ �.rAta��t , '- 1 �% ,fa, `∎'■7 ' ■...-� r%zoila . tl . �ii . NI/ .>V t/' �`i\ it _. /& *-re ,V 'y 4/ � l 1 1�7 fit' ,i7 \i,.. I, �.. _�j/ ....y± .. ' .,,, +, J 's" ki/ Ili _11i NI! U%, ki/. Landscape Notes. 1. All landscape areas to receive 2" of bark mulch 2 All landscape areas to have soil amended or 6 in of topsoil. Amin. of 2 in of compost may be rotilled into the top 6 inches of existing site fill in lieu of topsoil. 3 All trees to be staked with a minimum of 2 tree stakes per tree. Chain Lock may be used as tree tie material. 4 All Plants to be delivered in a healthy, disease and insect free condition. 5 Sub grade to be established by Prime Contractor. 6. Existing site fill to be installed by Prime Contractor. 7. All Plant Material and Workmanship to be guaranteed for a period of 1 year from completion of installation. STR ,fit CKS C. .rFE L AMA tOri.f Df 1y -T 31/ Plant Schedule Symbol Botanical Name Carpinus betulus Cistus hybridus Nandina domestica Berberis thunbergii Miscanthus sinensis Carex buchananii Erica carnea Arctostaphlos uva -ursi Common Name European Hornbeam White Rockrose Heavenly Bamboo Japanese Barberry Japanese Sliver grass Leatherleaf- Sedge Heather Kinnickinnick Size Spacing Quantity 2 in. cal. 12 425.861.7610 LANDSCAPE PLAN 2 ft. OC 148 2 ft. OC 100 2 ft. OC 420 Gcc-lkt D fs .; vin(c vt i cL half e in:Crea c - 1. f t. aC acli��iv CI GjoTo w�-f1eikil 3 ,x,52:.30 RECEIVED 2% NOV 14 2011 PERMlTCENTER General Notes 1. General Contractor shall visit the site, review the building shell drawings as submitted by the Landlord or Starbucks Site Surveyor, and become thoroughly familiar with the site conditions prior to bidding or construction. 2. General Contractor shall consult with Starbucks Construction Manager to resolve any changes, omissions, or plan discrepancies prior to bidding or construction. 3. All work shall be performed in strict compliance with local, county, state, and federal codes and ordinances. 4. General Contractor shall verify the location of all utilities. 5. General Contractor to verify all dimensions, including clearances required by other trades, and notify Starbucks Construction Manager of any discrepancies prior to proceeding with the work. All dimensions are to the face of the finished surface unless noted otherwise. All dimensions to be taken from designated datum point. Do not scale drawings. 6. General Contractor shall patch and repair all existing walls, floors, ceilings, or other surfaces identified to remain that may become damaged during the course of the work. 7. The General Contractor is responsible for obtaining permits for fire protection, plumbing, mechanical, and electrical systems prior to installation of such systems. 8. General Contractor shall retain one set of the plans to note and document all changes during construction. This set shall be a part of the General Contractor's "Store Close -out Package" as described in the Construction Management Agreement. 9. General Contractor is responsible for coordinating delivery of materials from Starbucks contracted Third Party Logistics distribution services and Vendor Direct shipments. Refer to Construction Management Agreement for methods and lead times. 10. Responsibility for supply and delivery of materials and equipment is identified in the drawing schedule sheets under the column labeled "Responsibility ". 11. For the purpose of the documents, to "install ", shall mean to provide all fasteners, miscellaneous hardware, blocking, electrical connections, plumbing connections, and other items required for a complete and operation installation, unless otherwise noted. 12. All item substitutions must be approved by the Starbucks Design Manager. 13. Refer to item cutsheets for additional information. LEGAL DESCRIPTION See C1 MODEL VIEW Project Contacts Mailing Address: Design Manager: Construction Manager: Landlord: Architect of Record: MEP Consultant of Record: Civil Engineers & Surveyor: Starbucks Coffee Company 2401 Utah Avenue South MS Stop: S -SD10 Seattle, Washington 98134 (206) 318 -1575 Anthony Perez, AIA LEED AP BD + C Starbucks Coffee Company 2401 Utah Avenue South Suite 800 Seattle, Washington 98134 (206) 318 -9491 phone Eric Hopp Starbucks Coffee Company 10260 SW Greenburg Rd. Suite 500 Portland, OR. 97223 (206) 318-9309 phone Mikel Hansen Sabey Corp 12201 Tukwila Intrntl Blvd, 4th Floor Seattle, WA 98168 (206) 281 -8700 phone Fulton G. Gale III, FAIA Starbucks Coffee Company 2401 Utah Avenue South MS Stop: S -SD10 Seattle, Washington 98134 (206) 318 -4773 Rensch Engineering Chris Rensch, PE LEED AP 701 Hillcrest Dr Snohomish, WA 98290 (360) 863 -6677 phone Ben Davis PE David Evans and Associates Inc 1620 W. Marine View Dr, Suite 200 Everett WA 98206 (425) 259 -4099 Room Schedule Name Work room Restroon Total Area 381.33 sq. ft. 66.66 sq. ft. = 448 sq. ft. ABBREVIATIONS: SITE INFO / OCCUPANCY: 3PL Third Party Logistics NC Air Conditioning ACT Acoustical Ceiling Tile ADJ Adjustable AFF Above Finished Floor AMP Ampere ARCH Architect BOH Back of House CAB CL CLG CM CTR CX CXA DEG DET DIA DIM DM DN Cabinet Center Line Ceiling Construction Manager Center Commissioning Commissioning Agent Degree Detail Diameter Dimension Design Manager Down EA Each EL Elevation EQ Equal EXIST Existing EXT Exterior FF &E FIO FLR FOH FT "Furniture, Fixture, and Equipment" Furnished and Installed by Owner Floor Front of House Foot/Feet G Ground GC General Contractor HC Hollow Core HDW Hardware HM Hollow Metal HORIZ Horizontal HR Hour HT Height HVAC "Heating, Ventilating, and Air Conditioning" ID Inside Diameter LL Landlord MAX MEP MFR MIN NIC NL NTS Maximum "Mechanical, Electrical, and Plumbing" Manufacturer Minimum Not in Contract Night Light Not to Scale OC On Center OD Outside Diameter OF /CI Owner Furnished /Contractor Installed OF /OI Owner Furnished /Owner Installed PD PLC PM Production Designer Place Project Manager R Radius RCM Renovations Construction Manager REF Reference REQ('D) Require(d) REV Revision RND Round SB SC SF SHT SIM SPEC SQ Starbucks Solid Core Square Feet Sheet Similar Specification Square TEMP Temporary TYP Typical UON Unless Otherwise Noted VD VERT VIF Vendor Direct Vertical Verify in Field Project Description: Zoning: Type of Use: Type of Occupancy: Occupancy Load: Required Parking: Commercial tenant improvements to existing building LI Resturant / Food Service B Beverage /Prep: 228 s.f. / 200 = 2 Workroom /Storage: 200 s.f. / 300 = 1 total occupancy = 3 500 s.f. / 50 = 10 Employee Spaces = 3 Customer Spaces = 10 Total Required Spaces = 13 6 onsite 7 offsite @ adjacent property. See Civil Total Square Footage: 448 s.f. Exterior Seasonal Seating: 500 s.f. 0 North Arrow Exterior Elevation Interior Elevation Section Callout Detail Callout ARevision Tag Revision Cloud PXXX -ES XXXXX Paint Tag Design ID Tag Door/Window Tag Datum Point X-XX" AFF Above Finished Floor Height Tag (imperial) XXXX AFF Above Finished Floor Height Tag (metric) X' XX" /Dimension Line from Finish Face to Finish Face REVISIONS No changes shall to the scope cf ';,. y z without prior approval of _ "rt :' -Aida wilding Division. r 777: will require a new pion submittal c:::.; may i n :'ude additional plan review fees. Lot lines shall be established on site and made visible to verify distance of building set backs the from lot lines, at time of footing /foundation inspection, prior to pouring concrete. A survey may be required to verify lot lines SEPARATE PERMIT REQUIRED FOR: hanical Electrical iumbing Cioffas Piping Cftj of Tukwila Eji- i!? -ri;IG DIVISION, Vicinity Plan Kr•flht ,- • nsportation {F Index of Sheets Sheet 01 General G -001 G -002 G -003 G -010 G -011 G -012 G -013 02 Civil C -1 C -2 C -3 C -4 C -5 C -6 03 Architectural A -101 A -201 A -202 A -203 04 Interiors 1 -101 1 -111 1 -112 1 -113 1 -114 I -114a 1 -115 1 -117 1 -211 1 -212 1 -501 1 -502 1 -503 Sheet Title General Information Code Summary Plan Food Service / Health Code Requirements Design Specifications Design Specifications Design Specifications Commercial Interiors Design Specifications - New Construction Existing Conditions Demolition & ESC Plan Grading, Paving & Drainage Plan Sanitary, Sewer & Water Plan Construction Notes & Details Construction Notes & Details Architectural Site Plan Exterior Elevations Exterior Elevations Plan & Exterior Elevations - Storage Penetration Plan Floor Plan FF and E Plan Casework Plan Reflected Ceiling Plan Upper Stoarge Container Reflected Ceiling Plan Floor Finish Plan Wall Finish Plan Interior Elevations Interior Elevations Design Details Design Details Design Details Sheet 1 -504 1 -505 1 -601 1 -602 1 -603 1 -604 05 Mechanical M -061 M -111 M -112 06 Electrical E -001 E -002 E -111 E -112 E -113 E -501 07 Plumbing P -001 P -111 P -112 P -501 11 Structural S -2.0 S -3.0 S -3.1 E Pe lt Flo. Sheet Title Design Details Design Details Schedules Schedules Drive -Thru Design Details Drive -Thru Design Details Mechanical Specifications Mechanical HVAC Plan Upper Level HVAC Plan Electrical Design & Specifications Electrical Panel, Schedule & Line Diagram Power Plan Lighting Plan Upper Level Power & Lighting Plan Electrical Details Plumbing Design Plumbing Plan & Schedules Plumbing Waste & Vent Plumbing Details Foundation Plar1, Upper Level Plan Details Details PY 2, PI -- r" kr'iN approval is subject to errors and omission&. 1: - ' -.w` of - r113truction documen does not authorize i . . , ..4; w `,.: r; krty ads ted • -+ e . ` ordinance. Receipt G. "sin. O Fi d Cop + jjj Is acicnowledgcd: E •► i Data: 1 .. City Of lilkwifa BUILDING DIVISION e r` \l' 1 a ), f:-:(-)::;), ' NOV 0 2 2011 p iD 1- r. . ?.. Nn DTV1SWN RECEIVED AUG 16 2011 PERMIT CENTER p11--28z 0 N N 0 N L a Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description co REGISTERED ARCHITECT .' FULTON . GALE III STATE OF WASliiitGTON rn Q N_ i Y o Z > • — o C 0 Cri Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hear! Sheet Title: Scale: General I nformatpn As indit'ated Sheet Number: G -001 General Notes 1. General Contractor shall visit the site, review the building shell drawings as submitted by the Landlord or Starbucks Site Surveyor, and become thoroughly familiar with the site conditions prior to bidding or construction. 2. General Contractor shall consult with Starbucks Construction Manager to resolve any changes, omissions, or plan discrepancies prior to bidding or construction. 3. All work shall be performed in strict compliance with local, county, state, and federal codes and ordinances. 4. General Contractor shall verify the location of all utilities. 5. General Contractor to verify all dimensions, including clearances required by other trades, and notify Starbucks Construction Manager of any discrepancies prior to proceeding with the work. All dimensions are to the face of the finished surface unless noted otherwise. All dimensions to be taken from designated datum point. Do not scale drawings. 6. General Contractor shall patch and repair all existing walls, floors, ceilings, or other surfaces identified to remain that may become damaged during the course of the work. 7. The General Contractor is responsible for obtaining permits for fire protection, plumbing, mechanical, and electrical systems prior to installation of such systems. 8. General Contractor shall retain one set of the plans to note and document all changes during construction. This set shall be a part of the General Contractor's "Store Close -out Package" as described in the Construction Management Agreement. 9. General Contractor is responsible for coordinating delivery of materials from Starbucks contracted Third Party Logistics distribution services and Vendor Direct shipments. Refer to Construction Management Agreement for methods and lead times. 10. Responsibility for supply and delivery of materials and equipment is identified in the drawing schedule sheets under the column labeled "Responsibility". 11. For the purpose of the documents, to "install ", shall mean to provide all fasteners, miscellaneous hardware, blocking, electrical connections, plumbing connections, and other items required for a complete and operation installation, unless otherwise noted. 12. All item substitutions must be approved by the Starbucks Design Manager. 13. Refer to item cutsheets for additional information. LEGAL DESCRIPTION See C1 MODEL VIEW Project Contacts Mailing Address: Starbucks Coffee Company 2401 Utah Avenue South MS Stop: S -SD10 Seattle, Washington 98134 (206) 318 -1575 Design Manager: Construction Manager: Landlord: Architect of Record: MEP Consultant of Record: Civil Engineers & Surveyor: Anthony Perez, AIA LEED AP BD + C Starbucks Coffee Company 2401 Utah Avenue South Suite 800 Seattle, Washington 98134 (206) 318 -9491 phone Eric Hopp Starbucks Coffee Company 10260 SW Greenburg Rd. Suite 500 Portland, OR. 97223 (206) 318 -9309 phone Mikel Hansen Sabey Corp 12201 Tukwila Intrntl Blvd, 4th Floor Seattle, WA 98168 (206) 281 -8700 phone Fulton G. Gale III, FAIA Starbucks Coffee Company 2401 Utah Avenue South MS Stop: S -SD10 Seattle, Washington 98134 (206) 318 -4773 Rensch Engineering Chris Rensch, PE LEED AP 701 Hillcrest Dr Snohomish, WA 98290 (360) 863 -6677 phone Ben Davis PE David Evans and Associates Inc 1620 W. Marine View Dr, Suite 200 Everett WA 98206 (425) 259 -4099 Room Schedule Name Area Work room = 381.33 sq. ft. Restroon = 66.66 sq. ft. Total = 448 sq. ft. ABBREVIATIONS: SITE INFO / OCCUPANCY: 3PL Third Party Logistics NC Air Conditioning ACT Acoustical Ceiling Tile ADJ Adjustable AFF Above Finished Floor AMP Ampere ARCH Architect BOH Back of House CAB Cabinet CL Center Line CLG Ceiling CM Construction Manager CTR Center CX Commissioning CXA Commissioning Agent DEG Degree DET Detail DIA Diameter DIM Dimension DM Design Manager DN Down EA Each EL Elevation EQ Equal EXIST Existing EXT Exterior FF &E FIO FLR FOH FT "Furniture, Fixture, and Equipment" Furnished and Installed by Owner Floor Front of House Foot/Feet G Ground GC General Contractor HC HDW HM HORIZ HR HT HVAC Hollow Core Hardware Hollow Metal Horizontal Hour Height "Heating, Ventilating, and Air Conditioning" ID Inside Diameter LL Landlord MAX MEP MFR MIN NIC NL NTS OC OD OF /CI OF/01 PD PLC PM Maximum "Mechanical, Electrical, and Plumbing" Manufacturer Minimum Not in Contract Night Light Not to Scale On Center Outside Diameter Owner Furnished /Contractor Installed Owner Furnished /Owner Installed Production Designer Place Project Manager R Radius RCM Renovations Construction Manager REF Reference REQ('D) Require(d) REV Revision RND Round SB SC SF SHT SIM SPEC SQ Starbucks Solid Core Square Feet Sheet Similar Specification Square TEMP Temporary TYP Typical UON Unless Otherwise Noted VD Vendor Direct VERT Vertical VIF Verify in Field Project Description: Zoning: Type of Use: Type of Occupancy: Occupancy Load: Required Parking: Commercial tenant improvements to existing building LI Resturant / Food Service B Beverage /Prep: 228 s.f. / 200 = 2 Workroom /Storage: 200 s.f. / 300 =1 total occupancy = 3 500 s.f. / 50 = 10 Employee Spaces = 3 Customer Spaces = 10 Total Required Spaces = 13 6 onsite 7 offsite @ adjacent property. See Civil Total Square Footage: 448 s.f. Exterior Seasonal Seating: 500 s.f. b North Arrow Exterior Elevation Interior Elevation Section Callout Detail Callout ARevision Tag Revision Cloud PXXX -ES X OQ(X Paint Tag Design ID Tag Door/VV indow Tag Datum Point X-XX" AFF Above Finished Floor Height Tag (imperial) XXXX AFF Above Finished Floor Height Tag (metric) xx" Dimension Line from Finish Face to Finish Face Vicinity Plan Index of Sheets Sheet 01 General G -001 G -002 G -003 G -010 G -011 G -012 G -013 02 Civil C -1 C -2 C -3 C -4 C -5 C -6 03 Architectural A -101 A -201 A -202 A -203 04 Interiors 1 -101 1 -111 1 -112 1 -113 1 -114 I -114a 1 -115 1 -117 1 -211 1 -212 1 -501 1 -502 1 -503 Sheet Title General Information Code Summary Plan Food Service / Health Code Requirements Design Specifications Design Specifications Design Specifications - Commercial Interiors Design Specifications - New Construction Existing Conditions Demolition & ESC Plan Grading, Paving & Drainage Plan Sanitary, Sewer & Water Plan Construction Notes & Details Construction Notes & Details Architectural Site Plan Exterior Elevations Exterior Elevations Plan & Exterior Elevations - Storage Penetration Plan Floor Plan FF and E Plan Casework Plan Reflected Ceiling Plan Upper Stoarge Container Reflected Ceiling Plan Floor Finish Plan Wall Finish Plan Interior Elevations Interior Elevations Design Details Design Details Design Details Sheet 1 -504 1 -505 1 -601 1 -602 1 -603 1 -604 05 Mechanical M -061 M -111 M -112 06 Electrical E -001 E -002 E -111 E -112 E -113 E -501 07 Plumbing P -001 P -111 P -112 P -501 11 Structural S -2.0 S -3.0 S -3.1 Sheet Title Design Details Design Details Schedules Schedules Drive -Thru Design Details Drive -Thru Design Details Mechanical Specifications Mechanical HVAC Plan Upper Level HVAC Plan Electrical Design & Specifications Electrical Panel, Schedule & Line Diagram Power Plan Lighting Plan Upper Level Power & Lighting Plan Electrical Details Plumbing Design Plumbing Plan & Schedules Plumbing Waste & Vent Plumbing Details Foundation Plan, Upper Level Plan Details Details C`i:,Vt`.:°w ;Di:o CODE iI, NOV 0 2 2011 City of Tu wiilc SUlLDING D61 $SCON PPla Coy 0 N N N 0 N (DLE ©2011 Starbucks Coffee Company Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Sch edule Rev Date By Description Project Name: tL� CD f.. 0 c 0 CO E co a) APPROVED ORDI ANCE 3301 S. Norfolk St., Tukwila, WA 98168 eiTY Orris Orf212011 PERMIT Cam" R 610 \NC O ° 1 Store #: Project #: Concept: Palette; Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hear! Sheet Title: General Information Scale: IL.. jAscated Sheet Number: G -001 Gravel & Pebble Surfaces 0 Accessible Route Paving Detail Scale: 1 1 /2" = 1' -0" Cast Concrete Pavers 0' -01/2" L Code Summary Plan Scale: 1/4" = 1' -0" 1 To ADA Accessible Parking Stall CODE NOTES 1. EXIT 2. ADA COMPLIANT THERSHOLDS; 1/4" MAX. OR 1/2" W/ SLOPE <1:2. 3. BARRIER FREE PATH OF TRAVEL. 4. PROVIDE OCCUPANCY POSTING SIGNS @ B OCCUPANCIES TYP. PER CODE 1004.3 ADJACENT TO MAIN EXITS. 5. 44" EGRESS PATH, 32" CLR @ DOORS, TYP. 6. POS @ WALK -UP & CONDIMENT CART ARE 2' -10" FOR WHEELCHAIR ACCESSIBILITY. 7. SEE E -112 FOR EXIT SIGNAGE + EGRESS LIGHTING. 8. SEE 1 -501 FOR RESTROOM DETAILS. CODE ANALYSIS- WRITTEN PROJECT DESCRIPTION EXISTING SHIPPING CONTAINER & IMPROVEMENT BUILDING DATA Description PROJECT NAME: STARBUCKS - RECLAMATION DT ADDRESS: 3301 S. NORFOLK ST., TUKWILA 98168 LOCATION: CORNER OF EAST MARGINAL WAY AND SOUTH NORFOLK LEGAL DESCRIPTION: SEE COVER CODE: IBC 2009 AS ADOPTED AND AMENDED BY WA, WASHINGTON STATE ENERGY CODE CHAPTER 51 -11 WAC 2006 OCCUPANCY B CONSTRUCTION TYPE V NOTE: SPRINKLER SYSTEM NOT REQUIRED SMOKE DETECTION PROVIDED @ ALL OCCUPIED SPACES SEISMIC ZONE 1 2 2S 3 4 SITE SIZE SEE CIVIL MAXIMUM ALLOWABLE HEIGHT/ AREA MAX. STORIES ALLOWED UL MAX. AREA ALLOWED UL AREA BY FLOOR - GROSS SF MINUS SHAFT AREA 448 SF UL SF ALLOWED OCCUAPANCY LOAD - COMMERCIAL KITCHEN 1/200SQFT 3 PPL FIRE- RESISTIVE REQ. TYPES OF CONST. (IBC: TABLE 601) BUILDING ELEMENT TYPE 5B BEARING WALLS - INT. /EXT. 0 NON- BEARING EXT 0 STRUCTURAL FRAME 0 NON- BEARING INT PARTITIONS 0 FLOORS (floor, beam, &joists) 0 ROOFS (roof , beam, &joists) 0 ZONING LAND USE ZONING LI USE FOODSERVICE DEVELOPMENT STANDARDS REQ'D PROVIDED MAX FAR none <1:1 MAX HEIGHT 10 stories one story MIN BUILDING SETBACKS 25' front, 12.5' secondary front, 5 side per requirements MAX BUILDING SETBACKS - TRANSIT ST NA -- MAX BUILDING COVERAGE NA TBD MIN LANDSCAPED AREA 12.5 front, 12.5 side Type 2 landscaping - See Civil GROUND FLR WINDOW STANDARDS none - PEDESTRIAN STANDARDS TBD TBD MIN LANDSCAPE WALK AND ROLL ZONE TBD TBD SETBACKS FRONT(WEST), MARGINAL WAY 25' - NORTH SIDE 12.5' - SOUTH SIDE, EXISTING DRIVE 5' - REAR (EAST) NA, PARKING LOT PARKING PARKING AREA: I STALL/ 50SQFT OF OUTDOOR SEATING + EMPLOYEES MIN. I MAX. STALLS REQUIRED : (3) EMPLOYEES + 500 OUTDOOR SQFT STALLS PROVIDED: 3+ ACCESSIBLE: 0 (REQ.) PER IBC 1104 - 1 PROVIDED LANDSCAPE N/A BICYCLE PARKING: RETAIL 2 (REQ.) TABLE 266 -6 NEW RACK ENERGY CODE LIGHTING PER STATE OF WA ENERGY CODE MECHANICAL SYSTEMS PER STATE OF WA ENERGY CODE BUILDING ENVELOPE WALL: R22.4, ROOF: R32.3, FLOOR: R34.5 LEED COMPLIENT SPRAYFOAM INSULATION: (SOY 200 HEATLOK = 6.65/1" WINDOW U VALUE GLAZING REQ'S: U -0.38 PER LEED VERIFY PER WA. ENERGY CODE SHGC = 0.41 MAX OPAQUE DOORS U =0.50 MAX PER LEED OCCUPANT LOAD CALCULATION OCCUPANCY: NO. OF OCC.: COMMERCIAL KITCHEN - 448sf /200sf /occ = 3 OCC. TOTAL OCC LOAD = 3 OCC. EXIT WIDTH TOTAL: 3.00 X .15 = 3' PLUMBING FIXTURE CALCULATION SECTION 29 - APP.CHAPTER 29 OCCUPANCY OCCUPANTS M F W/C "M" W/C "F" W/C TOTAL LAV EMPLOYEES 2 1* 1* 1:1 -25 1:1 -25 1- TOTAL 1 TOTAL REQ 1 1 PROVIDED 1M /F 1M /F CODE.. Ci1J 1sMPpp, Jr% 1 NOV 022J11 C y of Tukwilo PLIDING D vIS ON RECEIVED AUG 16 201 PERMITCENTER Tim 0 N N N 0 N Ci") a Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description x *" ig kg ie Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: 53637 -001 Special Project NA TBD Anthony Perez Production Designer: Scot Hear! Checked by: Sheet Title: Scale: Code Summary Plan As indicated Sheet Number: G -002 \ \starbucks \dfs\ common \CoOp \CoOp206_NewConceptStore \Global Concept Design \Projects \New Concept \Drive` -Thru \Mobile DT\Design \CAD Drawings \ReclamationDT \Reclamation Drive Thru P.rvt 5/31/2011 9.:11:45 AM Ice Rinse Sink Espresso Espresso Rinse Sink Blender Ice ■ 0 Refrig „ li Pos Shuttles Pastry r- Brewer I \ \ Refrig Pastry Refrig • Oven Scale Grinder Sanitizer Storage Ice Machine 2 Comp sink r Refrig Storage Safe Mop sink Hand Sink Mgr. Desk Storage 64110 g I. pie Shuttle Pos. Food Service / Health Code Requirements Bar scale: 1/4" = 1' -0" Bar 00.11 Bar H.C. Restroom / / i i Food Service Notes A. See plumbing sheet P -111 for plumbing fixture schedule B. Refer to Plumbing / Equipment cutsheets for model numbers of new plumbing / equipment item. C. Food equipment that is certified for sanitation by an American National Standards Institute (ANSI) accredited certification program will comply with the food code equipment & utensil material, construction and design requirements. D. Food, food preparation and food and service equipment storage areas are prohibited under sewer lines that are not shielded to intercept potential drips. Other utilities may not be unnecessarily exposed. E. Hot water generation and distribution systems shall be sufficient to meet the peak hot water demands throughout the food establishment. F. Plumbing systems shall be designed, constructed and installed according to law (applicable local, state and federal statutes, regulations and ordinances). G. Restroom and kitchen hand wash sinks shall be equipped to provide water at a temperature of at least 100 degrees fahrenheit through a mixing valve or combination faucets. Self closing or metering faucets shall provide a flow water for at least 15 seconds. H.Drainboards, utensil racks, or tables large enough to accommodate all soiled and cleaned items shall be provided for necessary utensil holding before cleaning and after sanitizing. I. Food service operation area floors, floor coverings, and ceilings shall be designed, constructed and installed so they are smooth, durable and easily cleanable. J. Lockers or other suitable facilities shall be provided for orderly storage of employees' clothing and other possessions. K. Be advised that the new Washington State Food Code requires commercial refrigeration to hold food at 41 degrees fahrenheit or below. (down from 45 degess) L. No changes will be made without Health Department approval. NOV 0 2 2011 City of Tuklivft BUILDING *NOON RECEIVED AUG 162011 PERMIT CENTER 0 N N N 0 L(15 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED® AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hear! Sheet Title: Food Service / Health Code Requirements Scale: 1/4" = 1' -0" Sheet Number: G -003 Concept Design \Projects \New Concepts \Drive -Thru \Mobile DT\Design \CAD Drawings \ReclamationDT \Reclamation Drive Th \ \starb'ucks \dfs\ common \CoOp \Co0p206_NewConceptStore \Globa 5/31/2011 9:11:45 AM Ice Rinse Sink Espresso Espresso inse Sink Blender Ice ■ .II 0 Refrig • • ,1111I It Shuttles jiStorage . • Pastry I- �, Brewer I \ \ Refrig. Pastry Pos ‹N Refrig Ian Oven Shuttle Pos Scale Grinder Sanitizer Ice Machine 2 Comp sink Y Refrig Bar Storage .4N%) pt •.. cgs.45iw Food Service / Health Code Requirements Safe Food Service Notes A. See plumbing sheet P -111 for plumbing fixture schedule B. Refer to Plumbing / Equipment cutsheets for model numbers of new plumbing / equipment item. C. Food equipment that is certified for sanitation by an American National Standards Institute (ANSI) accredited certification program will comply with the food code equipment & utensil material, construction and design requirements. D. Food, food preparation and food and service equipment storage areas are prohibited under sewer lines that are not shielded to intercept potential drips. Other utilities may not be unnecessarily exposed. E. Hot water generation and distribution systems shall be sufficient to meet the peak hot water demands throughout the food establishment. F. Plumbing systems shall be designed, constructed and installed according to law (applicable local, state and federal statutes, regulations and ordinances). G. Restroom and kitchen hand wash sinks shall be equipped to provide water at a temperature of at least 100 degrees fahrenheit through a mixing valve or combination faucets. Self closing or metering faucets shall provide a flow water for at least 15 seconds. H.Drainboards, utensil racks, or tables large enough to accommodate all soiled and cleaned items shall be provided for necessary utensil holding before cleaning and after sanitizing. I. Food service operation area floors, floor coverings, and ceilings shall be designed, constructed and installed so they are smooth, durable and easily cleanable. J. Lockers or other suitable facilities shall be provided for orderly storage of employees' clothing and other possessions. K. Be advised that the new Washington State Food Code requires commercial refrigeration to hold food at 41 degrees fahrenheit or below. (down from 45 degess) L. No changes will be made without Health Department approval. PROVED 20 .Ta CE Mop sink Hand Sink Mgr. Desk Storage Scale: 1/4" = 1' -0" Bar 121.04. ISM H.C. Restroom / / I II I Bar • Ice - -. r 0 N N 10 0 ci) slool Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description 2137 REGISTERED ARCHITECT FULION G. GALE III STATE of WASHifiGi'QN eL 0. 0 0 U a 0 n v a Crs (IniCatYM P3SIfy -� Scale. &euw grinder Ice Machine • ^< Comp ,.— taa�,,t,,,. Sanitize/ / • sink Storage - A , rink How( .Tint( --- (. Desk Star k- Refrig ende1 "- II a 86 I', /V4(01, Food Service Health Code Requirements t�z ."I na rr 'Vr' &"s,( F;a LILT. �. a3.mW ��� ♦1 J CODE' C MP 3N JE APPROVED ta4F city .of T,1 "VIIEre EUI D 1 G EYNI!Sl' dal Sheet Number: G -003 l Q co O CNI M General Conditions SECTION 01352 - SUSTAINABLE DESIGN REQUIREMENTS 1.1 SUMMARY A. This Section includes general requirements and procedures for compliance with certain U.S. Green Building Council's (USGBC) LEED prerequisites and credits needed for the Project to obtain LEED [Certified]certification based on [LEED for Retail -NC, Pilot. 1. Other LEED prerequisites and credits needed to obtain LEED certification are dependent on material selections and may not be specifically identified as LEED requirements. Compliance with requirements needed to obtain LEED prerequisites and credits may be used as one criterion to evaluate substitution requests. 2. Additional LEED prerequisites and credits needed to obtain the indicated LEED certification are dependent on the Architects design and other aspects of the Project that are not part of the Work of the Contract. General Conditions (Continued) 1.2 DEFINITIONS A. Certificates of Chain -of- Custody: Certificates signed by manufacturers certifying that wood used to make products was obtained from forests certified by an FSC- accredited certification body to comply with FSC 1.2, "Principles and Criteria." Certificates shall include evidence that mill is certified for chain -of- custody by an FSC- accredited certification body. B. LEED: Leadership in Energy & Environmental Design. C. Rapidly Renewable Materials: Materials made from agricultural products that are typically harvested within a ten -year or shorter cycle. Rapidly renewable materials include products made from bamboo, cotton, flax, jute, straw, sunflower seed hulls, vegetable oils, or wool. D. Regionally Manufactured Materials: Materials that are manufactured within a radius of 500 miles (800 km) from the Project location. Manufacturing refers to the final assembly of components into the building product that is installed at the Project site. E. Regionally Extracted, Harvested, or Recovered Materials: Materials that are extracted, harvested, or recovered and manufactured within a radius of 500 miles (800 km) from the Project site. F. Recycled Content: The percentage by weight of constituents that have been recovered or otherwise diverted from the solid waste stream, either during the manufacturing process (pre- consumer), or after consumer use (post- consumer). 1. Spills and scraps from the original manufacturing process that are combined with other constituents after a minimal amount of reprocessing for use in further production of the same product are not recycled materials. 2. Discarded materials from one manufacturing process that are used as constituents in another manufacturing process are pre- consumer recycled materials. 1.3 SUBMITTALS A. Project Materials Cost Data: Provide statement indicating total cost for materials used for Project. Costs exclude labor, overhead, and profit. Include breakout of costs for the following categories of items: 1. Divisions 2 -10. 2. Divisions 1, 13, and 14. 3. Division 12. 4. Plumbing. 5. Wood -based construction materials. B. LEED Action Plans: Provide preliminary submittals within [seven] days of date established [the Notice of Award] indicating how the following requirements will be met. 1. Credit MR 2, Construction Waste Management: Waste management plan complying with Division 1 Section "Construction Waste Management." 2. Credit MR 3, Resource Reuse: List of proposed salvaged and refurbished materials. a. Identify each material that will be salvaged or refurbished, its source, and cost. 3. Credit MR 4, Recycled Content: List of proposed materials with recycled content. a. Indicate cost, post- consumer recycled content, and pre- consumer recycled content for each product having recycled content. 4. Credit MR 5.1 [ and 5.2], Regional Materials: List of proposed regionally manufactured materials[ and regionally extracted, harvested, or recovered materials]. a. Identify each regionally manufactured material, its source, and cost. b. Identify each regionally extracted, harvested or recovered material, its source, and cost. 5. Credit MR 7.0, Certified Wood: List of proposed certified wood products. a. Indicate each product containing certified wood, its source, and cost. b. Include statement indicating total cost for wood -based materials used for Project, including non - rented temporary construction. 6. Credit EQ3.1, Construction IAQ Management Plan, During Construction: Proposed revisions to the Construction IAQ Plan Template complying with SMACNA IAQ Guidelines for Occupied Buildings Under Construction, 1995. C. LEED Progress Reports: Concurrent with each Application for Payment, submit reports comparing actual construction and purchasing activities with LEED action plans for the following: 1. Credit MR 2.1 [ and Credit MR 2.2]: Waste reduction progress reports complying with Division 1 Section "Construction Waste Management." 2. Credit MR 3: Salvaged and refurbished materials. 3. Credit MR 3.1 [ and Credit MR 3.2]: Salvaged and refurbished materials. 4. Credit MR 4.1[ and Credit MR 4.2]: Recycled content. 5. Credit MR 5.1[ and Credit MR 5.2]: Regional materials. 6. Credit MR 5.1[ and Credit MR 5.2]: Regionally manufactured materials[ and regionally extracted and manufactured materials]. 7. Credit [MR 7]: Certified wood products. D. LEED Documentation Submittals: 1. Credit SS 7.4, Heat Island Effect, Roof: Product Data for roofing materials indicating Solar Reflective Index. 2. Credit WE 1, Water Use Reduction: Data and cutsheets for all waterclosets, urinals and flushometers. 3. Credit MR 2, Construction Waste Management: Comply with Division 1 Section "Construction Waste Management." 4. Credit MR 3, Resource Reuse: Receipts for salvaged and refurbished materials used for Project, indicating sources and costs for salvaged and refurbished materials. 5. Credit MR 4, Recycled Content: Product Data and certification letter indicating percentages by weight of post- consumer and pre- consumer recycled content for contractor procured products having recycled content. Include statement indicating costs for each product having recycled content. 6. Credit MR 5.1 [ and Credit MR 5.2], Regional Materials: Product data indicating location of material manufacturer for regionally manufactured materials. Include statement indicating cost for each regionally manufactured material[ and for each regionally extracted and manufactured material]. a. Include statement indicating distance from manufacturer to Project for each regionally manufactured material. b. Include statement indicating location of and distance from Project to point of extraction, harvest, or recovery for each raw material used in regionally extracted and manufactured materials. 7. Credit MR 7.0, Certified Wood: Product Data and certificates of chain -of- custody for products containing certified wood. a. Include statement indicating costs for each product containing certified wood. b. Include statement indicating total cost for wood -based materials used for Project, including non - rented temporary construction. 8. Credit EQ 3.1, Construction IAQ Management Plan, During Construction: a. Product Data for temporary filtration media. b. Product Data for filtration media used during occupancy. c. Construction Documentation: Six photographs at three different occasions during construction along with a brief description of the SMACNA approach employed, documenting implementation of the IAQ management measures, such as protection of ducts and on -site stored or installed absorptive materials. 9. Credit EQ 3.2, Construction IAQ Management Plan, Before Occupancy: a. Signed statement describing the building air flush -out procedures including the dates when flush -out was begun and completed and statement that filtration media was replaced after flush -out. 10. Credit EQ 4A, Low - Emitting Materials, Adhesives and Sealants: Product data for adhesives and sealants used inside the weatherproofing system indicating VOC content of each product used. Indicate VOC content in g/L calculated according to 40 CFR 59, Subpart D. 11. Credit EQ 4B, Low - Emitting Materials, Paints and Coatings: Product data for paints and coatings used inside the weatherproofing system indicating[ chemical composition and] VOC content of each product used. Indicate VOC content in g/L calculated according to 40 CFR 59, Subpart D. 12. Credit EQ 4D, Low- Emitting Materials, Composite Wood: Product data for products containing composite wood or agrifiber products or wood glues indicating that they do not contain urea- formaldehyde resin. 13. Credit EQ 4F, Low - Emitting Materials, Ceiling and Wall Systems: Product data for all gypsum board, insulation, acoustical ceiling systems and wall coverings installed in the building interior showing low- emitting certification. END OF SECTION 01352 SECTION 01420 - REFERENCES PART 1 - GENERAL 1.1 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. 1.2 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. ACI AHA AITC ANSI APA ASHRAE ASTM AWI AWPA American Concrete Institute American Hardboard Association American Institute of Timber Construction American National Standards Institute APA - The Engineered Wood Association American Society of Heating, Refrigerating and Air - Conditioning Engineers ASTM International (American Society for Testing and Materials International) Architectural Woodwork Institute American Wood Protection Association (Formerly: American Wood Preservers' Association) CRI Carpet and Rug Institute (The) CRRC Cool Roof Rating Council CSA Canadian Standards Association CSA CSA International (Formerly: IAS - International Approval Services) CSI Construction Specifications Institute (The) ETL SEMCO Intertek ETL SEMCO (Formerly: ITS - Intertek Testing Service NA) FM Global FM Global (Formerly: FMG - FM Global) FSC Forest Stewardship Council HPVA Hardwood Plywood & Veneer Association ITS Intertek Testing Service NA (Now ETL SEMCO) MFMA Maple Flooring Manufacturers Association, Inc. MPI Master Painters Institute NFPA NFPA (National Fire Protection Association) NOFMA NOFMA: The Wood Flooring Manufacturers Association (Formerly: National Oak Flooring Manufacturers Association) OPL Intertak SDI Steel Door Institute SMACNA Sheet Metal and Air Conditioning Contractors' National Association UL Underwriters Laboratories Inc. USGBC U.S. Green Building Council WCLIB West Coast Lumber Inspection Bureau WI Woodwork Institute (Formerly: WIC - Woodwork Institute of California) B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. DIN Deutsches Institut fur Normung e.V. ICC International Code Council ICC -ES ICC Evaluation Service, Inc. C. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. EPA Environmental Protection Agency Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. ADAAG Americans with Disabilities Act (ADA) Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from U.S. Access Board CFR Code of Federal Regulations Available from Government Printing Office E. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. CDHS California Department of Health Services CDPH California Department of Public Health, Indoor Air Quality Section END OF SECTION 01420 SECTION 01524 - CONSTRUCTION WASTE MANAGEMENT 1.1 SUMMARY A. Salvaging nonhazardous demolition and construction waste. B. Recycling nonhazardous demolition and construction waste. C. Disposing of nonhazardous demolition and construction waste. 1.2 DEFINITIONS A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations. C. Disposal: Removal off -site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work. 1.3 PERFORMANCE REQUIREMENTS A. End -of- Project Rates for Salvage /Recycling: [75] percent. 1.4 WASTE MANAGEMENT PLAN A. Types and quantities of demolition and construction waste. B. Type of waste and whether it will be salvaged, recycled, or disposed of in landfill or incinerator. C. Net additional cost or net savings resulting from waste management plan. 1.5 LEED SUBMITTAL A. Waste Reduction Progress Reports: Concurrent with each Application for Payment, submit completed reporting template. B. Indicate receipt and acceptance of waste material by accepting and processing facilities licensed to accept them. Include manifests, type of material, weight tickets, receipts, and invoices. 1.6 RECYCLING WASTE A. Recycling Incentives: Revenues and other incentives for recycling will accrue to Owner. END OF SECTION 01524 SECTION 02225 - CUTTING AND PATCHING 1.1 SUMMARY A. Cutting and patching required by the following: 1. Installation of other materials. 2. Finishing. 3. Alterations. 4. Tests and inspections. 1.2 QUALITY ASSURANCE A. Limitations on Cutting and Patching: 1. Structural Elements: 2. Operational Elements: 3. Miscellaneous Elements: 4. Visual Requirements: 1.3 WARRANTY A. Existing Warranties: 1.4 MATERIALS A. In -Place Materials: youtube.com 1.5 EXECUTION A. Temporary support of Work being cut. B. Existing Utility Services and Mechanical /Electrical Systems: Services /systems bypassed before cutting to [minimize} [prevent] interruption to occupied areas. C. Cutting: Using hand or small power tools. D. Patching: With seams that are as invisible as possible. END OF SECTION 02225 Concrete SECTION 03300 - CAST -IN -PLACE CONCRETE 1.1 SUMMARY A. Cast -in -place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following: Footings. 1. 2. Foundation walls. 3. Slabs -on- grade. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: 1. Reinforcing: a.Detail reinforcing in accordance with ACI 315. Indicate reinforcement sizes, spacings, locations and quantities of reinforcing, bending and cutting schedules, splicing, and supporting and spacing devices. b.lndicate embedded items. 2. Slab Layouts: Dimension locations of control, expansion, and construction joints. Relate to building grid lines. C. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mixing water to be withheld for later addition at Project site. D. Certifications: Submit mill certificates for cement, aggregates, and reinforcing. 1.3 MATERIALS A. Steel Reinforcement: 1. Reinforcing Bars: Deformed. a. Use salvaged bars whenever available. b. Minimum recycled content: 60% 2. Plain -Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as -drawn steel wire into flat sheets. B. Concrete Materials: 1. Portland Cement: ASTM C 150, Type I, gray, supplemented with 50% [fly ash] or [ground granulated blast- furnace slag]. 2. Aggregate: Normal weight. 3. Water: ASTM C 94/C 94M. 4. Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water - soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. a. Air- Entrainment: ASTM C 260. b. Water- Reducing Admixture: ASTM C 494/C 494M, Type A. c. High- Range, Water - Reducing Admixture: ASTM C 494/C 494M, Type F. d. High- Range, Water- Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G. e. Accelerator ASTM C 494, Type C or E, non - corrosive, non - chloride. C. Fiber Reinforcement: Synthetic, polypropylene. 1. Fibrillated polypropylene micro - fibers engineered and designed for use in concrete, complying with ASTM C 1116/C 1116M, Type III D. Waterstops: Flexible rubber. E. Plastic Vapor Retarder: ASTM E 1745, Class A. Include manufacturer's recommended adhesive or pressure- sensitive joint tape. F. Curing Materials: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. G. Related Materials: 1. Expansion- and isolation - joint - filler strips ASTM D 1751, asphalt- saturated cellulosic fiber or ASTM D 1752, cork or self- expanding cork. 2. Bonding Agent: ASTM C 1059/C 1059M, Type II, non - redispersible, acrylic emulsion or styrene butadiene. 3. Non - Shrink Grouts: ASTM C 1107, Grade B; non - shrink non - catalyzed natural aggregate grout; minimum compressive strength of 7000 PSI at 28 days; 25 to 30 second flow when tested in accordance with ASTM C 939 at 45 to 90 degrees F; cement gray in color 4. Form Release Coating: Water based type; VOC <150g/I; Nox -Crete "Utility Release. Cresset Chemical Company Crete 20 VOC," or approved; non staining. H. Repair Materials: 1. Repair Underlayment: Cement - based, polymer- modified, self - leveling product that can be applied in thicknesses from 1/8 inch(3.2 mm) and that can be feathered at edges to match adjacent floor elevations. a. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. b. Primer: Product of underlayment manufacturer recommended for substrate, conditions, and application. c. Aggregate: Well- graded, washed gravel, 1/8 to 1/4 inch(3.2 to 6 mm) or coarse sand as recommended by underlayment manufacturer. d. Compressive Strength: Not less than 4100 psi(29 MPa) at 28 days when tested according to ASTM C 109 /C 109M. 2. Repair Overlayment: Cement - based, polymer- modified, self - leveling product that can be applied in thicknesses from 1/8 inch(3.2 mm) and that can be feathered at edges to match adjacent floor elevations. a. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. b. Primer: Product of topping manufacturer recommended for substrate, conditions,and application. c. Aggregate: Well- graded, washed gravel, 1/8 to 1/4 inch(3.2 to 6 mm) or coarse sand as recommended by topping manufacturer. d. Compressive Strength: Not less than 5000 psi(34.5 MPa) at 28 days when tested according to ASTM C 109/C 109M. 1.4 INSTALLATION A. Floor and Slab Finishes: 1. Float: Surfaces to receive trowel finish. 2. Trowel: Surfaces exposed to view, and surfaces to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin -film- finish coating system. 3. Trowel and Fine Broom: Surfaces to be covered with ceramic or quarry tile installed by either thickset or thin -set method. 4. Broom: Exterior concrete platforms, steps, and ramps. 1.5 FIELD QUALITY CONTROL A. Testing: By [Owner] [Contractor]- engaged agency. B. Inspections: By Owner - engaged special inspector. END OF SECTION 03300 SECTION 03350 - CONCRETE FINISHING 1.1 SUMMARY A. Section Includes: 1. Concrete Sealer 2. Colored Concrete Sealer. 1.2 SUBMITTALS A. Qualification Data: For qualified Applicator. B. Maintenance Data: For SealSource to include in maintenance manuals. C. Warranty: Special warranties specified in this Section 1.3 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace color sealant that fail(s) in materials or workmanship within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. 1.4 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. SealSource, LC. 2. Ameripolish 1.5 CONCRETE SEALER A. VOC Content: Liquid floor treatments shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). B. SealSource Harden X Salt Guard C. Ameripolish Proguard Stain Shield 1.6 COLORED CONCRETE SEALER A. VOC Content: Liquid floor treatments shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). B. SealSource KromaPolish. C. Ameripolish Solvent Based Dye 1.7 PREPARATION A. Inspect existing slab for excessive cracking, spalling, or rock pockets. Clean deficient areas and patch with an all- purpose, non - shrink, cementitios grout. B. Aggressively grind concrete to expose large aggregate. END OF SECTION 03350 COD' 7r D. NOV 0 2 2611 (ky of Tu oRl'E': UC LEA NG DMVON RECEIVED AUG 16 2011 PERMIT CENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record This drawing is a Design Development Document. Site specific modifications made under the responsible charge of the Architect and /or Engineer -of- Record will be required prior to using this document for Bidding, Permitting, or Construction. Revision Schedule Rev Date By Description rroject Aaaress: A :, *_ c x s xli o0-0I cm') ril Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hearl Sheet Title: Scale: Design Specifications 1/4" = 1' -0" Sheet Number: G -010 0_ 2 F- a) .` N U 0 O U a) N 0 0 u c O 0 0 O 2 a) 0 • u) a U c O O Z a) 'O 0_ c O 0 ti U c O 0 t6 O 4) O fn 0 a) U c O N Z ( I O N O 0 0 is O 0 O 0 0 Y 0 L 5/31/2011 9:11:46 AM Metals SECTION 05500 - METAL FABRICATIONS 1.1 SUMMARY A. Steel framing and supports for mechanical and electrical equipment. B. Steel framing and supports for applications where framing and supports are not specified in other Sections. C. Shelf angles. D. Metal bollards. 1.2 SUBMITTALS A. Product Data: For the following: 1. Paint products. 2. Grout. 3. All prefabricated products. B. Shop Drawings: Show fabrication and installation details for metal fabrications. 1. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. 2. Provide templates for anchors and bolts specified for installation under other Sections. C. Welding certificates. 1.3 PRODUCTS A. Materials: Steel plates, shapes, and bars, steel pipe, slotted channel framing. 1. Provide steel W- shapes, channels, angles, M- shapes, S- shapes with a minimum recycled content of 60 percent. B. Miscellaneous Framing and Supports: 1. Steel framing and supports for mechanical and electrical equipment, applications where framing and supports are not specified in other Sections. 2. Galvanize where indicated. 3. Prime with zinc -rich primer where indicated. C. Loose steel lintels, galvanized at exterior walls. D. Shelf angles, galvanized. E. Steel weld plates and angles not specified in other Sections, for casting into concrete. F. Metal Bollards: Schedule 40 steel pipe. END OF SECTION 05500 SECTION 06160 - ROUGH INTERIOR FRAMING 1.1 SUMMARY A. Wood blocking and nailers. B. Utility shelving. C. Plywood backing panels. 1.2 MATERIALS A. Wood - Preservative- Treated Lumber: 1. Preservative Treatment: AWPA C2 with chemicals containing no arsenic or chromium. a. AWPA C31 (inorganic boron) may be used in protected locations. 2. Application: Items indicated and as follows: a. Items in contact with roofing or waterproofing. b. Items in contact with concrete or masonry. c. Framing less than 18 inches(460 mm) above ground in crawlspaces. d. Floor plates installed over concrete slabs -on- grade. B. Fire- Retardant - Treated Materials: 1. Interior Type A: Treated materials shall have a moisture content of 28 percent or less when tested according to ASTM D 3201 at 92 percent relative humidity. Use where exterior type is not indicated 2. Application: Items indicated and as follows: a. Concealed blocking. b. Plywood backing panels. C. Dimension Lumber Framing: For items of dimension lumber size, provide Construction or No. 2 grade lumber with 19 percent maximum moisture content of any species. D. Plywood backing panels for telephone and electrical equipment: made with adhesives containing no urea formaldehyde. E. Fasteners: Hot -dip galvanized steel where exposed to weather, in ground contact, in contact with treated wood, or in area of high relative humidity. 1. Construction Adhesive: a. VOC Limits: 70 g/L 2. Wood Adhesive: a. VOC Limits: 30 g/L 3. Contact Adhesive: a. VOC Limits: 80 g/L END OF SECTION 06160 Wood and Plastics SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK 1.1 SUMMARY A. Interior standing and running trim. B. Flush wood paneling and wainscots. C. Melamine cabinets. D. Solid- surfacing - material countertops. E. Closet and utility shelving. 1.2 QUALITY ASSURANCE A. Quality Standard: AWI. 1.3 MATERIALS A. Wood Products: Comply with the following: 1. Hardboard: AHA A135.4. 2. Medium - Density Fiberboard: ANSI A208.2, Grade MD, made with binder containing no urea formaldehyde. 3. Moisture Resistant Medium - Density Fiberboard: ANSI A208.2, Grade MD, MR50, made with binder containing no urea formaldehyde. 4. Straw -based Particleboard: ANSI A208.1, Grade M -2, except for density, made with adhesive containing no urea formaldehyde. 5. Softwood Plywood: DOC PS 1, Special Exterior A -A, made with adhesive containing no urea formaldehyde. 6. Veneer Faced Panel Products (Hardwood Plywood) HPVA HP -1, made with adhesive containing no urea formaldehyde. B. Adhesives, General: Do not use adhesives that contain urea formaldehyde. C. VOC Limits for Installation Adhesives and Glues: Use installation adhesives that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): 1. Wood Glues: 30 g /L. 2. Contact Adhesive: 250 g /L. a. VOC Limits: 80 g/L D. Closet and Utility Shelving: 1. Grade: Economy. 2. Shelf Material: 3 /4- inch(19 -mm) thermoset decorative panel with PVC or polyester edge banding. 3. Cleats: 3 /4- inch(19 -mm) panel product. E. Shop Finishing: 1. Grade: Same grade as woodwork. 2. Extent: All woodwork shop finished. 1.4 INSTALLATION A. Scribe and cut millwork to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. B. Anchor millwork to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with millwork and matching final finish if transparent finish is indicated. C. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. 1. Install cabinets with no more than 1/8 inch in 96- inch(3 mm in 2400 -mm) sag, bow, or other variation from a straight line. D. Countertops: Anchor securely by screwing through corner blocks of base cabinets or other supports into underside of countertop. 1. Align adjacent solid- surfacing - material countertops and form seams to comply with manufacturer's written recommendations using adhesive in color to match countertop. Carefully dress joints smooth, remove surface scratches, and clean entire surface. 2. Install countertops with no more than 1/8 inch in 96- inch(3 mm in 2400 -mm) sag, bow, or other variation from a straight line. 3. Secure coved backsplashes to tops per manufactures fabrication manual and to walls with adhesive. 4. Calk space between backsplash and wall with sealant specified in Division 7 Section "Joint Sealants." END OF SECTION 06402 SECTION 06440 - PLASTIC PANELING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes the following: 1. Glass -fiber reinforced plastic (FRP) wall paneling. 2. Molding, adhesives, and joint sealants. 1.2 PLASTIC SHEET PANELING A. General: Gelcoat- finished, glass -fiber reinforced plastic panels complying with ASTM D 5319. 1. Low - Emitting Materials: Paneling shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small -Scale Environmental Chambers." 2. Nominal Thickness: Not less than 0.09 inches. 3. Color: White. 4. Molding Color: White. 5. Surface Finish: Molded pebble texture. 1.3 ADHESIVES A. As recommended by plastic paneling manufacturer. 1. VOC Limit: 50 g/L 1.4 ACCESSORIES A. Trim Accessories: Manufacturer's standard one -piece vinyl extrusions designed to retain and cover edges of panels. Provide division bars, inside corners, outside corners, and caps as needed to conceal edges. 1. Color: White. END OF SECTION 06440 Thermal and Moisture Protection Thermal and Moisture Protection (Continued) SECTION 07115 - BITUMINOUS DAMPPROOFING 1.1 SUMMARY A. Cold- applied, emulsified - asphalt dampproofing applied to the following surfaces: 1. Top surface of existing wood deck @ contaners first 5' -0" from open end panels. A. Cold - Applied, Emulsified - Asphalt Dampproofing: 1.3 INSTALLATION A. Cold- Applied, Emulsified - Asphalt Dampproofing: 1. Exterior Face of Inner Wythe of Floors: Primer and one brush or spray coat. END OF SECTION 07115 SECTION 07210 - BUILDING INSULATION 1.1 SUMMARY A. Applications: 1. Perimeter insulation under slabs -on- grade. 2. Perimeter wall insulation (supporting backfill). 3. Concealed building insulation. 4. Vapor retarders. 5. Sound attenuation insulation. 1.2 PERFORMANCE REQUIREMENTS 1.3 MATERIALS A. Insulation: 1. All insulation materials located within the waterproof membrane must be certified as low emitting. Certification must be based upon the California Department of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small-Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognized standard using equivalent testing methodologies and VOC thresholds. 2. Uncontained Extruded - Polystyrene Board: a. Type IV, 1.60 lb/cu. ft.(26 kg /cu. m). b. Minimum recycled content: 20% 3. Spray Polyurethane Foam a. Type I. b. Minimum recycled content: 20% 4. Foil Faced Polyiso Cyanurate a. Adhesive b. Tape B. C. Vapor Retarders: Foil scrim kraft FSK 25. Auxiliary Insulating Materials: 1. Insulation Vapor Retarding Tape 2. Spray foam requires spray applied 15 min. fire barrier. END OF SECTION 07210 Thermal and Moisture Protection (Continued) SECTION 07620- SHEET METAL FLASHING AND TRIM 1.1 QUALITY ASSURANCE A. Quality Standard(s): SMACNA's "Architectural Sheet Metal Manual ". 1.2 WARRANTY A. Fluoropolymer Finishes: 20 years. 1.3 MATERIALS A. Sheet Metals: 1. Stainless -Steel Sheet: 2D (dull, cold rolled) finish with smooth, flat surface. 2. Metallic- Coated Steel Sheet: Zinc - coated (galvanized) steel sheet with smooth, flat surface. a. Coil- Coated Finish: Two -coat fluoropolymer. 1) Kynar 500 2) Hylar 5000 3. Metallic- Coated Steel Sheet: Zinc - coated (galvanized) steel corrugated sheet with smooth, flat surface. a. Coil- Coated Finish: Two -coat fluoropolymer. 1) Kynar 500 2) Hylar 5000 B. Underlayment: Polyethylene sheet. 1.4 PRODUCTS A. Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant, polyisobutylene plasticized, heavy bodied for hooked -type expansion joints with limited movement. B. Polyurethane Sealant: moisture - curing, single - component non -sag polyurethane sealant. C. Manufactured Flashing and Trim: 1. Through -Wall Ribbed Sheet Metal Flashing and Counterflashing: Stainless steel. 2. Reglets and Counterflashing: Galvanized steel. a. Type: [Surface- mounted] [Stucco] [Concrete] [Masonry]. b. Accessories: [Flexible- flashing retainer] [Counterflashing wind- restraint clips]. D. Formed Roof Drainage Fabrications: Including [hanging gutters] [built -in gutters] [downspouts] [parapet scuppers] [conductor heads] [and] [splash pans]. E. Formed Low - Slope Roof Fabrications: Including [roof -edge flashing (gravel stop)] [roof -edge flashing (gravel stop) and fascia cap] [copings] [roof expansion joint covers] [base flashing] [counterflashing] [flashing receivers] [roof - penetration flashing] [and] [roof -drain flashing]. F. Formed Wall fabrications: Including [through -wall flashing] [opening flashings in frame construction] [and] [wall expansion joint cover]. G. Miscellaneous Formed Fabrications: Including equipment support flashing. END OF SECTION 07620 SECTION 07720 - ROOF ACCESSORIES 1.1 SUMMARY A. Roof curbs. B. Copings. 1.2 SUBMITTALS A. Shop Drawings: Show layouts of manufactured roof specialties, including plans and elevations. Identify factory- vs. field - assembled work. Include the following: 1. Details for fastening, joining, supporting, and anchoring manufactured roof specialties including fasteners, clips, cleats, and attachments to adjoining work. 2. Details for expansion and contraction. B. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, verifying compliance of copings with performance requirements. 1.3 QUALITY ASSURANCE A. Sheet Metal Standard: SMACNA's "Architectural Sheet Metal Manual." 1.4 WARRANTY A. Special Warranty on Painted Finishes: 20 years from date of Substantial Completion. 1.5 PRODUCTS A. Butyl Sealant: ASTM C 1311, single- component, solvent - release butyl rubber sealant, polyisobutylene plasticized, heavy bodied for hooked -type expansion joints with limited movement. B. Polyurethane Sealant: moisture - curing, single- component non -sag polyurethane sealant. C. Roof Curbs: Provide metal roof curbs, internally reinforced and capable of supporting superimposed live and dead loads, including equipment loads and other construction to be supported on roof curbs. Fabricate with welded or sealed mechanical corner joints, with integral metal cant and integral formed mounting flange at perimeter bottom. Coordinate dimensions with rough -in information or Shop Drawings of equipment to be supported. 1. Factory insulate curbs with 1 -1/2- inch- (38 -mm -) thick, cellulosic -fiber board insulation. 2. Curb height may be determined by adding thickness of roof insulation and minimum base flashing height recommended by roofing membrane manufacturer. Fabricate units to minimum height of 12 inches(300 mm), unless otherwise indicated. D. Copings: Manufactured coping system consisting of formed -metal coping cap in section lengths not exceeding 12 feet(3.6 m), concealed anchorage, concealed splice plates with same finish as coping caps, mitered corner units, and end cap units. 1. Coping Caps: Face leg hooked to continuous cleat with back leg fastener exposed, fabricated from the following exposed metal: a. Prepainted, Zinc - Coated Steel. E. Preformed Flashings: Aluminum. F. Finishes: 1. Prepainted, Metallic- Coated Steel: High performance organic coating. 2. Stainless Steel: 2D. 3. Aluminum: [Baked enamel] 1.6 FABRICATION A. Connections: [Sealed]. END OF SECTION 07720 SECTION 07920 JOINT SEALANTS 1.1 QUALITY ASSURANCE A. Preconstruction compatibility and adhesion testing. B. Product testing. C. Preconstruction field- adhesion testing. D. Mockups. 1.2 MATERIALS A. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): 1. Sealants: 250 g /L. 2. Sealant Primers for Nonporous Substrates: 250 g /L. 3. Sealant Primers for Porous Substrates: 775 g /L. B Elastomeric Joint Sealants: Liquid applied, chemically curing; ASTM C 920. 1. Suitability for Contact with Food: Where elastomeric sealants are indicated for joints that will come in repeated contact with food, provide products that comply with 21 CFR 177.2600. 2. Multicomponent Nonsag Neutral- Curing Silicone Sealant ES -1. 3. Single-Component Mildew-Resistant Neutral- Curing Silicone Sealant ES -2. 4. Single Component Mildew Resistant Acid Curing Silicone Sealant ES -3. 5. Single- Component Mildew- Resistant Acid - Curing RTV Silicone Sealant ES -4. 6. Multicomponent Nonsag Polyurea Sealant ES -5. 7. Multicomponent Nonsag Polyurea Filler ES -6. C. Latex Sealant LS -1: Comply with ASTM C 834, Type P, Grade NF. D. Joint- Sealant Backing: 1.3 JOINT- SEALANT SCHEDULE A. Joint- Sealant Application JS -1: Exterior horizontal nontraffic and traffic isolation and contraction joints in cast-in-place concrete slabs. 1. Joint Sealant: ES -5. B. Joint-Sealant Application JS 2: Exterior perimeter joints between wall and frames of doors and windows. 1 Joint Sealant: ES -1. C. Joint- Sealant Application JS -3: Exterior control and expansion joints in horizontal traffic surfaces of brick pavers, ceramic tile, stone paving units, concrete tile. 1. Joint Sealant Multicomponent pourable polysulfide sealant. 2. Joint- Sealant Color: As selected by Architect from manufacturer's full range. D Joint- Sealant Application JS-4: Interior perimeter joints of exterior openings. 1. Joint Sealant: ES -3. E Joint- Sealant Application JS -5: Interior ceramic tile expansion, control, contraction, and isolation joints in horizontal traffic surfaces. 1. Joint Sealant: ES -3. 2. Joint - Sealant Color: As noted. F Joint- Sealant Application JS -6: Interior joints between plumbing fixtures and adjoining walls, floors, and counters. 1. Joint Sealant: ES -3. 2. Joint - Sealant Color: White. G. Joint- Sealant Application JS -7: Vertical joints on exposed surfaces of interior partitions. 1. Joint Sealant: ES -3. H. Joint - Sealant Application JS -8: Perimeter joints between interior wall surfaces and frames of interior doors, windows. 1. Joint Sealant: ES -3. L Joint - Sealant Application JS -9: HVAC joints. 1. Joint Sealant: ES -2. 2. Joint- Sealant Color: Aluminum. J. Joint- Sealant Application JS -10: Non - porous material to non - porous material. 1. Joint Sealant: ES -4. 2. Joint- Sealant Color: Clear. END OF SECTION 07920 Doors and Windows SECTION 08110 - STEEL DOORS AND FRAMES 1.1 SUMMARY A. Standard hollow metal doors and frames. 1.2 SUBMITTALS A. Product Data For each type of product indicated. Include construction details, material descriptions, core descriptions, fire - resistance rating, temperature -rise ratings, and finishes. B. Shop Drawings: Include the following: 1. Elevations of each door design. 2. Details of doors, including vertical and horizontal edge details and metal thicknesses. 3. Frame details for each frame type, including dimensioned profiles and metal thicknesses. 4. Locations of reinforcement and preparations for hardware. 5. Details of each different wall opening condition. 6. Details of anchorages, joints, field splices, and connections. 7. Details of accessories. 8. Details of moldings, removable stops, and glazing. 9. Details of conduit and preparations for power, signal, and control systems. 1.3 QUALITY ASSURANCE A. Standard Hollow Metal Quality Standard: ANSI /SDI A250.8. B. Fire -Rated Doors and Frames: [Positive - pressure] [Neutral - pressure] testing. 1.4 PRODUCTS A. Standard Hollow Metal Doors: 1. Design: Flush panel. 2. Thermal -Rated Doors: Exterior where indicated. 3. Exterior Doors: Face sheets fabricated from metallic - coated level 2 bullet resistant steel sheet. a. Level 2 and Physical Performance Level B (Heavy Duty). B Standard Hollow Metal Frames: 1. Exterior Frames: Metallic- coated steel sheet; full profile welded. a. Frames for Level 2 Steel Doors: 0.053- inch- (1.3 -mm -) thick steel sheet. 2. Interior Frames: Cold- rolled steel sheet; knocked down. a. Frames for Level 1 Steel Doors: 0.042- inch- (1.0 -mm -) thick steel sheet. b. Frames for Wood Doors: [0.042- inch- (1.0 -mm -)] thick steel sheet. C. Hollow Metal Panels: Same materials, construction, and finish as adjoining hollow metal work. D. Accessories: 1. Moldings and stops for glazed lites. 2. Terminated (hospital) stops. 3. Louvers: [Sightproof] [Lightproof] [Fire -rated automatic], steel. E. Finishes: [Factory priming for field painting] [Factory- applied paint]. 1.5 INSTALLATION A. Metal -Stud Partitions: Frames filled with insulation. B. Concrete and Masonry Walls: Frames filled with grout. END OF SECTION 08110 C�jk ,a. •yA • OV 0 2 2011. (Iv --ruiwuc BulL.UNG DIVVON bii 92- RECEIVED AUG 162011 PERMITCENTER 0 N N 0 (I) Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED @AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hearl Sheet Title: Design Specifications Scale: 1/4" =1-0" Sheet Number: G -011 5/31/2011 9:11 :46 �4M Doors and Windows (Continued) SECTION 08410 - ALUMINUM- FRAMED ENTRANCES AND STOREFRONTS 1.1 SUMMARY A. Exterior and interior storefront framing. B. Exterior and interior manual -swing entrance doors. 1.2 PERFORMANCE REQUIREMENTS A. Delegated Design: Contractor to design aluminum- framed systems. B. Structural Performance: 1. Wind Loads: As indicated on Drawings. 2. Seismic Loads: As indicated on Drawings. C. Deflection of Framing Members: 1. Deflection Normal to Wall Plane: Limited to U175. 2. Deflection Parallel to Glazing Plane: Limited to U360 or 1/8 inch(3.2 mm), whichever is smaller. D. Windborne- Debris - Impact- Resistance Performance: None. 1.3 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of product indicated. B. Shop Drawings: For aluminum- framed systems. Include plans, elevations, sections, details, and attachments to other work. 1. Include details of provisions for system expansion and contraction and for draining moisture occurring within the system to the exterior. 2. For entrances, include hardware schedule and indicate operating hardware types, functions, quantities, and locations. C. Samples: Submit three samples, minimum 2 "x4 ", of aluminum finished with system and color proposed for the finished work. D. Warranties: Special warranties specified in this Section. 1.4 QUALITY ASSURANCE A. Quality- control program for structural - sealant - glazed system. B. Preconstruction sealant testing. 1.5 WARRANTY A. Materials and Workmanship: Three years. B. Finish: 20 years. 1.6 MAINTENANCE SERVICE A. Entrance Door Hardware: 6 months. 1.7 MANUFACTURERS A. Basis -of- Design Product: The design for aluminum- framed systems is based on Kawneer Trifab VG 451 front set for exterior applications, Trifab VG 450 for interior applications, and 3500 Series for swing doors. MATERIALS B. Aluminum: Alloy and temper recommended by manufacturer. C. Steel reinforcement. 1.8 FRAMING SYSTEMS A. Brackets and reinforcements. B. Fasteners and accessories. C. Concrete and masonry inserts. D. Concealed Flashing: Manufacturer's standard corrosion- resistant, nonstaining, nonbleeding flashing. E. Framing system gaskets and sealants. 1.9 GLAZING SYSTEMS A. Glazing: As specified in Division 8 Section "Glazing." B. Glazing gaskets. C. Spacers and setting blocks. D. Bond- breaker tape. E. Glazing Sealants: 1. Structural sealant. 2. Weatherseal sealant. 1.10 ENTRANCE DOOR SYSTEMS A. Entrance Doors: 1. Door Construction: 1- 3 /4- inch(44.5 -mm) overall thickness. 2. Door Design: Medium stile. 3. Glazing stops and gaskets. B. Entrance Door Hardware: Division 8 Section "Door Hardware." 1.11 ALUMINUM FINISHES A. Aluminum Finishes: High - performance organic (two coats). 1.12 SOURCE QUALITY CONTROL A. Testing Agency: [Contractor] engaged. B. Structural - Sealant- Glazed Systems: Tested and inspected according to ASTM C 1401 recommendations. 1.13 FIELD QUALITY CONTROL A. Testing: By [Contractor -engaged] agency. END OF SECTION 08410 Doors and Windows (Continued) SECTION 08710 - DOOR HARDWARE 1.1 SUMMARY A. Commercial door hardware for swinging doors. B. Other doors to the extent indicated. C. Cylinders for doors specified in other Sections. SUBMITTALS 1.2 A. Product Data: Include construction and installation details, material descriptions, dimensions of individual components and profiles, and finishes. 1.3 WARRANTY A. Warranty Period: One year from date of Substantial Completion, except as follows: 1. Manual Closers: 25 years from date of invoice. 2. Cylindrical Locksets: Two years from date of invoice. 3. Sur -Lock Exit Device: Five years from date of invoice. 1.4 MAINTENANCE SERVICE A. Full- Maintenance Service: Six months. 1.5 PRODUCTS A. Cylinders and Keying: 1. Construction Keying: Construction [master keys]. 2. Keying System: a. Grand master key. b. Locks master keyed or grand master keyed to existing system. c. All cylinders keyed alike. d. Keys: Nickel silver. 1) Stamping: Permanently inscribe each key with a LockNet key control number, state code, and include the following notation: a) Notation: "DO NOT DUPLICATE." 2) Quantity: In addition to one extra key blank for each lock, provide the following: a) b) c) d) 1.6 FIELD QUALITY CONTROL A. Occupancy Adjustment: Three months. END OF SECTION 08710 Cylinder Change Keys: Two. Construction Keys: Four. Master Keys: Four. Grand Master Keys: two. SECTION 08800 - GLAZING 1.1 SUMMARY A. Glazing required for the following: 1. Windows. 2. Doors. 3. Storefront framing. 1.2 SUBMITTALS A. Product Data: For each glass product and glazing material indicated. B. Glazing Schedule: Use same designations indicated on Drawings for glazed openings in preparing a schedule listing glass types and thicknesses for each size opening and location. C. Product Certificates: Signed by manufacturers of glass and glazing products certifying that products furnished comply with requirements. 1. For solar - control low -e- coated glass, provide documentation demonstrating that manufacturer of coated glass is certified by coating manufacturer. D. Warranties: Special warranties specified in this Section. 1.3 QUALITY ASSURANCE A. Preconstruction adhesion and compatibility testing. 1.4 WARRANTY A. Deterioration of Coated Glass: Not less than 10 years. B. Deterioration of Insulating Glass: Not Tess than 10 years. 1.5 MATERIALS A. Glass Products: 1. Annealed Float Glass: Clear. 2. Heat - Treated Float Glass: Heat strengthened. 3. Coated Float Glass: Sputter coated. 4. Insulating Glass: Manufacturer's standard dual -seal units. B. Silicone Glazing Sealants: [Neutral] curing, Class [25] [50] [100/50], VOC less than 250 g /L. C. Glazing Tapes: [Back- bedding- mastic] [Expanded - cellular] type. D. Glazing Gaskets: [Dense compression] [Soft compression] [Lock strip]. 1.6 GLASS UNITS 1.7 INSULATING -GLASS UNITS A. Solar- Control Low -E Insulating -Glass Units IG -1: 1. Overall Unit Thickness and Thickness of Each Lite: 25 and 6.0 mm. 2. Interspace Content: [Air] [Argon]. 3. Outdoor Lite: Class 1 (clear) float glass. 4. Indoor Lite: Class 1 (clear) float glass. 5. Low -E Coating: Sputtered on second or third surface. 6. Visible Light Transmittance: 70 percent minimum. 7. Winter Nighttime U- Factor: <Insert value> maximum. 8. Summer Daytime U- Factor: <Insert value> maximum. 9. Solar Heat Gain Coefficient: <Insert value> maximum. 10. Outdoor Visible Reflectance: 11 percent maximum. END OF SECTION 08800 Finishes SECTION 09111 - NON - LOAD - BEARING STEEL FRAMING 1.1 SUMMARY A. Non -load- bearing steel framing members for interior framing systems. 1.2 MATERIALS A. Steel Framing for Framed Assemblies: B. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal, unless otherwise indicated. 2. Protective Coating: Coating with equivalent corrosion resistance of ASTM A 653/A 653M, G40 (Z120), hot -dip galvanized, unless otherwise indicated. 1.3 STEEL FRAMING FOR FRAMED ASSEMBLIES A. Salvaged Material: Use salvaged framing materials whenever available. B. Steel Studs and Runners: ASTM C 645. 1. Minimum Base -Metal Thickness: 0.0312 inch(0.79 mm). 2. Depth: As indicated on Drawings. C. Slip -Type Head Joints: Where indicated, provide one of the following: 1. Single Long -Leg Runner System: ASTM C 645 top runner with 2- inch - (50.8 -mm -) deep flanges in thickness not less than indicated for studs, installed with studs friction fit into top runner and with continuous bridging located within 12 inches(305 mm) of the top of studs to provide lateral bracing. 2. Double- Runner System: ASTM C 645 top runners, inside runner with 2- inch - (50.8 -mm -) deep flanges in thickness not less than indicated for studs and fastened to studs, and outer runner sized to friction fit inside runner. D. Cold - Rolled Channel Bridging: 0.0538- inch(1.37 -mm) bare -steel thickness, with minimum 1/2 -inch- (12.7-mm-) wide flanges. 1. Depth: 1 -1/2 inches(38.1 mm). 2. Clip Angle: Not less than 1 -1/2 by 1 -1/2 inches(38.1 by 38.1 mm), 0.068- inch - (1.73 -mm -) thick, galvanized steel. E. Hat - Shaped, Rigid Furring Channels: ASTM C 645. 1. Minimum Base Metal Thickness: As indicated on Drawings [0.0179 inch(0.45 mm)] [0.0312 inch(0.79 mm)] < Insert thickness >. 2. Depth: As indicated on Drawings. F. Cold - Rolled Furring Channels: 0.0538- inch(1.37- mm) bare -steel thickness, with minimum 1 /2- inch - (12.7 -mm -) wide flanges. 1. Depth: As indicated on Drawings. 2. Furring Brackets: Adjustable, corrugated -edge type of steel sheet with minimum bare steel thickness of 0.0312 inch(0.79 mm). 3. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch-(1.59- mm-) diameter wire, or double strand of 0.0475- inch - (1.21 -mm -) diameter wire. G. Z- Shaped Furring: With slotted or nonslotted web, face flange of 1 -1/4 inches(31.8 mm), wall attachment flange of 7/8 inch(22.2 mm), minimum bare -metal thickness of 0.0179 inch(0.45 mm), a and depth required to fit insulation thickness indicated. END OF SECTION 09111 Finishes (Continued) SECTION 09260 - GYPSUM BOARD 1.1 SUMMARY A. Interior gypsum board. B. Tile backing panels. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples: For the following products: 1. Textured Finishes: Manufacturer's standard size for each textured finish indicated and on same backing indicated for Work. 1.3 MATERIALS A. Interior Gypsum Board: 1. General: Complying with ASTM C 36 /C 36M or ASTM C 1396/C 1396M, as applicable to type of gypsum board indicated and whichever is more stringent. a. Must be certified as low emitting. Certification must be based upon the California Department of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small -Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognized standard using equivalent testing methodologies and VOC thresholds. 2 Type X: a. Thickness: 5/8 inch(15.9 mm). b. Long Edges: Tapered. 3. Moisture- and mold- resistant type: With moisture- and mold - resistant core and surfaces. a. Core: 5/8 inch(15.9 mm), Type X. b. Long Edges: Tapered. c. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. B. Tile- Backing Panels: 1. Glass -Mat, Water- Resistant Backing Board: ASTM C 1178/C 1178M, with manufacturer's standard edges. a. Must be certified as low emitting. Certification must be based upon the California Department of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small -Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognized standard using equivalent testing methodologies and VOC thresholds. b. Core: 5/8 inch(15.9 mm), Type X. c. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. 2. Cementitious Backer Units: ANSI A118.9 and ASTM C 1288 or 1325, with manufacturer's standard edges. a. Thickness: [1/4 inch (6.4 mm)] [As indicated]. b. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. C. Trim Accessories: a. Interior: Cornerbead. END OF SECTION 09260 biZS1 NOV 0 2 2011 C.Ny of rt r, RECEIVED AUG 16 2011 PF N1TQENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED® AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hear! Sheet Title: Design Specifications - Commercial Interiors Scale: 1/4" =1-0" Sheet Number: G -012 0_ L 1- L 0 O co 0 a) 0 O co cc 0 a) O co 0 0 c O .N a) 0 O 2- H a) 'O 0 c O O Z v a) a O N a) 0 u) U c O 0 0 0 a) O 'rt+ VJ 0. a) 0 O 0 a) Z co I O N Q 0 0 0 a 0 O 0 c 0 E E 0 1- 0 0 0 -Q L c0 Finishes (Continued) SECTION 09510 - ACOUSTICAL PANEL CEILINGS 1.1 SUMMARY A. Acoustical panels and exposed suspension systems. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which the following items are shown and coordinated with each other, based on input from installers of the items involved: 1. Ceiling suspension system members. 2. Method of attaching hangers to building structure. 3. Ceiling- mounted items including lighting fixtures, diffusers, grilles, speakers, sprinklers, access panels, and special moldings. C. Samples for Verification: For each component indicated and for each exposed finish required, prepared on Samples of size indicated below. 1. Acoustical Panel: Set of full -size Samples of each type, color, pattern, and texture. 2. Exposed Suspension System Members, Moldings, and Trim: Set of 12- inch - (300 -mm -) long Samples of each type, finish, and color. D. Qualification Data: For testing agency. E. Field quality- control test reports. F. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for each acoustical panel ceiling. G. Maintenance Data: For finishes to include in maintenance manuals. 1.3 QUALITY ASSURANCE A. Acoustical Panel Quality Standard: ASTM E 1264. B. Metal Suspension System Quality Standard: ASTM C 635. 1.4 MATERIALS A. Acoustical Ceiling Panels General: Must be certified as low emitting. Certification must be based upon the California Department of Health Services Standard Practice for The Testing Of Volatile Organic Emissions From Various Sources Using Small -Scale Environmental Chambers, including 2004 Addenda or a jurisdictionally recognized standard using equivalent testing methodologies and VOC thresholds. B. Acoustical Ceiling Panels T001 1. Classification: Type IV, mineral base with membrane -faced overlay; Form 2, water felted; with vinyl overlay on face; Pattern G (smooth). 2. Color: As indicated on Drawings. 3. Thickness: 5/8 inch(15 mm). 4. Modular Size: 24 by 48 inches(610 by 1220 mm). 5. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide acoustical tiles treated with manufacturer's standard antimicrobial formulation that inhibits fungus, mold, mildew, and gram - positive and gram- negative bacteria and showing no mold, mildew, or bacterial growth when tested according to ASTM D 3273 and evaluated according to ASTM D 3274 or ASTM G 21. C. Acoustical Ceiling Panels T003, T004, T005, T006: 1. Classification: Type III, mineral base with painted finish; Form 2, water felted; Pattern E (lightly textured). 2. Color: As indicated on Drawings. 3. Thickness: 5/8 inch(15 mm). 4. Modular Size: 24 by 48 inches(610 by 1220 mm). 5. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide acoustical tiles treated with manufacturer's standard antimicrobial formulation that inhibits fungus, mold, mildew, and gram - positive and gram- negative bacteria and showing no mold, mildew, or bacterial growth when tested according to ASTM D 3273 and evaluated according to ASTM D 3274 or ASTM G 21. D. Acoustical Ceiling Panels T211, T212: 1. Classification: Type III, mineral base with painted finish; Form 2, water felted; Pattern CE (perforated, small holes and lightly textured). 2. Color: As indicated on Drawings. 3. Thickness: 3/4 inch(15 mm). 4. Modular Size: 24 by 48 inches(610 by 1220 mm). 5. Broad Spectrum Antimicrobial Fungicide and Bactericide Treatment: Provide acoustical tiles treated with manufacturer's standard antimicrobial formulation that inhibits fungus, mold, mildew, and gram - positive and gram- negative bacteria and showing no mold, mildew, or bacterial growth when tested according to ASTM D 3273 and evaluated according to ASTM D 3274 or ASTM G 21. E. Metal Suspension Systems: 1. Wide -Face, Capped, Double -Web Steel: Intermediate duty. F. Metal Edge Moldings and Trim: Roll- formed sheet metal. 1.5 INSTALLATION A. Installation: [ASTM C 636] [UBC Standard 25 -2]. 1.6 FIELD QUALITY CONTROL A. Testing: By [Owner] [Contractor]- engaged agency to test acoustical panel ceiling hanger fasteners. END OF SECTION 09511 Finishes (Continued) SECTION 09910 - INTERIOR PAINTING 1.1 SUMMARY A. Surface preparation and the application of paint systems on interior substrates. 1.2 SUBMITTALS A. Samples for Verification: 1. For each non - standard latex topcoat color and gloss indicated. 2. For each type of non - standard paint system and in each color and gloss of topcoat indicated. 1.3 QUALITY ASSURANCE A. Quality Standards: "MPI Approved Products List" and "MPI Architectural Painting Specification Manual." B. Mockups for each color and finish. 1.4 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Product one for RNA only. 1. Sherwin- Williams Company (The). 2. or approved equal. 1.5 GENERAL A. Chemical Components of Field- Applied Interior Paints and Coatings: 1. VOC Limits: a. Flat Paints and Coatings: VOC content of not more than 50 g /L. b. Nonflat Paints and Coatings: VOC content of not more than 150 g /L. c. Primers, Sealers, and Undercoaters: 200 g /L. d. Anticorrosive Coatings: VOC content of not more than 250 g /L. 1.6 PRIMERS /SEALERS A. Primer Sealer, Interior, Institutional Low OdorNOC: MPI #149. Product one for RNA only. 1. Sherwin- Williams Company; Harmony Interior Latex Primer 2. or approved equal B. Wood -Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint systems indicated. 1.7 METAL PRIMERS A. Rust- Inhibitive Primer (Water Based): MPI #107. 1.8 LATEX PAINTS A. Latex, Interior, Institutional Low OdorNOC, (Gloss Level 2): MPI #144. Product one for RNA only. 1. Sherwin- Williams Company; Harmony Interior Latex 2. or approved equal B. Latex, Interior, (Gloss Level 2): MPI #44. Product one for RNA only. 1. Sherwin- Williams Company; Color Accents Interior Latex 2. or approved equal C. Latex, Interior, High Performance Architectural, Semi -Gloss (Gloss Level 5): MPI #141. 1.9 INTERIOR PAINTING SCHEDULE A. Steel Substrates: 1. Institutional Low - OdorNOC Latex System: MPI INT 5.1S. a. Prime Coat: Rust - inhibitive primer (water based). b. Intermediate Coat: Institutional low- odorNOC interior latex matching topcoat. c. Topcoat: Institutional low-odor/VOC interior latex (Gloss Level as indicated in paint schedule). B. Glue- Laminated Beam and Column Substrates: 1. Institutional Low - OdorNOC Latex System: MPI INT 6.1Q. a. Prime Coat: Interior latex primer /sealer. b. Intermediate Coat: Institutional low- odorNOC interior latex matching topcoat. c. Topcoat: Institutional low - odorNOC interior latex (Gloss Level as indicated in paint schedule). C. Wood Substrates: 1. Institutional Low - OdorNOC Latex System: MPI INT 6.3V. a. Prime Coat: Interior latex primer /sealer. b. Intermediate Coat: Institutional low - odorNOC interior latex matching topcoat. c. Topcoat: Institutional low - odorNOC interior latex (Gloss Level as indicated in paint schedule). D. Gypsum Board Substrates: 1. Institutional Low - OdorNOC Latex System: MPI INT 9.2M. a. Prime Coat: Interior latex primer /sealer. b. Intermediate Coat: Institutional low - odorNOC interior latex matching topcoat. c. Topcoat: Institutional low- odorNOC interior latex (Gloss Level as indicated in paint schedule). E. High- Impact Gypsum Board Substrates: 1. High- Performance Architectural Latex System: MPI INT 9.2B. a. Prime Coat: Interior latex primer /sealer. b. Intermediate Coat: Institutional low- odorNOC interior latex matching topcoat. c. Topcoat: Institutional low - odorNOC interior latex (Gloss Level as indicated in paint schedule). F. Plaster Substrates: 1. Institutional Low - OdorNOC Latex System: MPI INT 9.2M. a. Prime Coat: Interior latex primer /sealer: b. Intermediate Coat: Institutional low - odorNOC interior latex matching topcoat. c. Topcoat Institutional low - odorNOC interior latex (Gloss Level as indicated in paint schedule).. G. Acoustical Ceiling Tile: 1. Institutional Low - OdorNOC Latex System: MPI INT 9.2M. a. Prime Coat: Interior latex primer /sealer. b. Topcoat Institutional low- odorNOC interior latex (Gloss Level as indicated in paint schedule). END OF SECTION 09910 Finishes (Continued) SECTION 09920 - EXTERIOR PAINTING 1.1 SUMMARY A. Surface preparation and the application of paint systems on exterior substrates. 1.2 SUBMITTALS A. Samples for Verification: 1. For each non- standard latex topcoat color and gloss indicated. 2. For each type of non- standard paint system and in each color and gloss of topcoat indicated. 1.3 QUALITY ASSURANCE A. Quality Standards: "MPI Approved Products List" and "MPI Architectural Painting Specification Manual." B. Mockups for each color and finish. 1.4 BLOCK FILLERS A. Interior /Exterior Latex Block Filler: MPI #4. 1.5 METAL PRIMERS A. Acrylic Metal . 1.6 WOOD PRIMERS A. Exterior Latex Wood Primer: MPI #6. B. Exterior Oil Wood Primer: MPI #7. 1.7 EXTERIOR LATEX PAINTS A. Exterior Latex (Satin): MPI #15 (Gloss Level 4). B. Exterior Latex (Semigloss): MPI #11 (Gloss Level 5). 1.8 QUICK- DRYING ENAMELS A. Quick -Drying Enamel (Semigloss): MPI #81 (Gloss Level 5). 1.9 EXTERIOR PAINTING SCHEDULE A. Clay- Masonry Substrates: 1 Latex System: MPI EXT 4.1A. B. CMU Substrates: 1. Latex System: MPI EXT 4.2A. C. Steel Substrates: 1. Quick -Drying Enamel System: MPI EXT 5.1A. D. Galvanized -Metal Substrates: 1. Latex System: MPI EXT 5.3A. E. Factory Primed Metal Substrates: 1. Latex System: MPI EXT 5.4H. F. Wood - New, Unfinished, Siding and Trim: 1. Latex System: MPI EXT 6.1L. G. Wood - Existing, Painted. 1. Latex System: MPI EXT 6.3L. H. Stucco Substrates: 1. Latex System: MPI EXT 9.1A. L EIFS: 1. Latex System: MPI EXT 9.2A. END OF SECTION 09920 Specialties SECTION 10522 - FIRE EXTINGUISHER CABINETS 1.1 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for fire protection cabinets. 1. Fire Protection Cabinets: Include roughing -in dimensions, details showing mounting methods, relationships of box and trim to surrounding construction, door hardware, cabinet type, trim style, and panel style. 1.2 PRODUCTS A. Security Fire Protection Cabinet: 1. Type: For fire extinguisher. a. Basis of Design: The design is based on Larsen's Manufacturing Company; Model #SS2409 -R1. 2. Construction: [Nonrated] [1 -hour fire rated] [2 -hour fire rated]. 3. Mounting: Recessed. 4. Door Style: Emergency cylinder lock, continuous hinge; and clear vision panel. 5. Finish: Steel, baked enamel or powder coated. END OF SECTION 10522 SECTION 10523 - FIRE EXTINGUISHERS 1.1 SUMMARY A. Owner - Furnished Material: Hand - carried fire extinguishers. 1.2 QUALITY ASSURANCE A. Fire Extinguishers: NFPA 10 [and FMG listed]. 1.3 PRODUCTS A. Portable, Hand - Carried Fire Extinguishers: 1. Multipurpose dry- chemical type, manufacturer's standard container. B. Mounting Brackets: Steel with identification lettering. END OF SECTION 10523 X11 -x.82 Pok CODE C31471P E t NOV 0 2 2011 • %ut.,y t F -°C. tf;.:; DMSKIN RECEIVED AUG 16 2011 PERMITCENTER 0 N I� 0 ©2011 Starbucks Coffee Company Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record This drawing is a Design Development Document. Site specific modifications made under the responsible charge of the Architect and/or Engineer -of- Record will be required prior to using this document for Bidding, Permitting, or Construction. Revision Schedule Rev Date By Description Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Heart Sheet Title: Design Specifications - New Construction Scale: 1/4" =1' -0" Sheet Number: G -013 EX SSM TOP 17.4 UNABLE 0 OPEN GS 1 11 11 I 1 1 1 1' 1 1 1 1 1 EX CB' • • TOP ,14.13: EX CB TOP 14.43. • as • • S _ - . . .N \ �'L•_ i .• •-• i • 1' 1 • -f ' l i.. • Q • • .. \ • y .. • • • • N 1 N. N N \' N.. 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AAIR VAC 84 "CSO - 1`7 - -- -------- - -�=�_ _] \�n, \ - - - - .�_ 18 "W ' 18 "W w -�'8- r._ • • STORM MH TOP 17.13 IE 12.76 -6 "CP (S) IE 13.80 -8 "CP (W) IE 11.50 -12 "CP (W) IE 12.37- 15 "CMP (E) 1 , SD I I , I i ti • • • • EX SIDEWALK EX DRWY • so 42 'SS �I'�'2', w G EX w G EX SIDEWALK G SD SD TOP ' 7.19 IE 14 89 -8 "CP (N) IE 14 74 -8" (SW) lE 15 09 -8 "CP (SE) EX CB II TOP 17.10 IE 15.80 -8 "CP (NW) 1 li 11 II :1 11 11 11 11 11 EX CB TOP 17.60 E 14.50 -8" (NE) IE 14.45 -12" (S) �, \ .' - . • • N. � ,, • • N,\ • EX CB TOP 17.61 IE 14.31 -12" (S IE 14.41 -12" (N N IE 14.21-12" W - • -% '- • • • • • • • • • \ • \ -_�__ • • _ _ -- _a• • • • • • • • • Z \ • • • • • • • • \ • • • EX SSMH TOP 17.86 • • to • • s. \ • \ \ • • \ K22 31'55 "W \`\ • EAST MARGINAL • • _L EX CB TOP 16.63 EX CB TOP 17.64 WM 0 10 20 40 SHEET INDEX C1 EXISTING CONDITIONS C2 DEMOLITION AND SWPP PLAN C3 SWPPP NOTES C4 SITE PLAN C5 GRADING, PAVING & DRAINAGE PLAN C6 SANITARY SEWER & WATER PLAN C7 CONSTRUCTION DETAILS C8 CONSTRUCTION DETAILS C9 CONSTRUCTION DETAILS C10 CONSTRUCTION DETAILS 60 LECEND am El BOX EB • INNOIN CLF 15 SD OH STORM DRAIN MANHOLE SANITARY SEWER MANHOLE GAS MANHOLE WATER MANHOLE TELEPHONE MANHOLE POWER VAULT ARE HYDRANT LIGHT POLE SIGN POST UNKNOWN UTILITY MANHOLE (TYPE UNKNOWN) CATCH BASIN ELECTRICAL UTILITY VALVE (TYPE UNKNOWN) METER BOX (TYPE UNKNOWN) GUARD POST OR BOLLARD UTIUTY POLE LUMINAIRE DOUBLE LUMINAIRE LARGE SIGN POWER VAULT GUY ANCHOR HANDICAPPED PARKING STREET LIGHT UTIUTY METER (UNKNOWN TYPE OR AS NOTED) FOUND MONUMENT (TYPE AS NOTED) MONUMENT (NOT SEARCHED FOR) QUARTER SECTION CORNER CHAIN UNK FENCE EX ROAD CENTER UNE EX EASEMENT UNE UNDERLYING PARCEL UNE QUARTER SECTION LINE EX RIGHT-OF-WAY NE REVF:VT:',D, FOR SECTION LINE EX STORM DRAIN PI EX SANITARY SEWE EX WATER LINE EX GAS UNE EX OVERHEAD POWER EX UNDERGROUND POWER EX UNDERGROUND TELEPHONE EX FENCE (TYPE AS NOTED) EX TRAFFIC OR PARKING STRIPING EX GROUND CONTOUR UNE CALL 2 BUSINESS DAYS BEFORE YOU DIG FOR UTILITY LOCATE 811 APPLICANT STARBUCKS COFFEE COMPANY 2401 UTAH AVENUE SOUTH #9S SEATTLE, WASHINGTON 98134 CONTACT PERSON: ANTHONY PEREZ PH; 206-381-9491 EMAIL: anperez@starbucks.com OWNER Sabey Corporation 12201 TUKIMLA INTERNATIONAL BLVD 4TH FLOOR SEATTLE, WASHINGTON 98168 CONTACT PERSON: ANTHONY VINCENT PH; 206-281-8700 EMAIL: anthonyv@sabey.com ENGINEER / SURVEYOR DAVID EVANS 8c ASSOCIATES, INC 1620 W MARINE VIEW DRIVE SUITE 200 EVERETT, WASHINGTON 98201 CONTACT PEOPLE: BEN DAVIS, PE ROBERT HERMANN, PLS PH; 425.259.4099 EMAIL: brd@deainc.com rch@deainc.com SITE ADDRESS TAX PARCEL NUMBER 10056 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98168 000340-0046 LEGAL DESCRIPTION THAT PORTION OF THE TIMOTHY GROW DONATION LAND CLAIMS 44 AND 48, LYING IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH UNE OF THE SOUTH 130 FEET OF SAID DONATION LAND CLAIMS AND THE NORTHEASTERLY MARGIN OF EAST MARGINAL WAY SOUTH; THENCE SOUTH 22'31155"EAST ALONG SAID MARGIN A DISTANCE OF 73.70 FEET; THENCE LEAVING SAID MARGIN NORTH 67'28'05"EAST A DISTANCE OF 82.87 FEET; THENCE NORTH 00'49'46"EAST A DISTANCE OF 34.22 FEET; THENCE SOUTH 88•5124"EAST A DISTANCE OF 11.60 FEET; THENCE NORTH 00'44156"EAST A DISTANCE OF 93.70 FEET TO THE SOUTHEASTERLY MARGIN OF SOUTH NORFOLK STREET; THENCE SOUTH 67'07'38"WEST ALONG SAID MARGIN A DISTANCE OF 144.10 FEET TO THE INTERSECTION WITH THE NORTHEASTERLY MARGIN OF SAID EAST MARGINAL WAY SOUTH; 11-IENCE SOUTH 22'3155"EAST ALONG SAID MARGIN A DISTANCE OF 38.27 FEET TO THE POINT OF BEGINNING. SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON. HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91 CITY OF SEATTLE SURVEY CONTROL MONUMENT-HOR1ZONTAL (SPU): 93H-834 1 3/8" DOMED BRASS CAP WITH CENTER PUNCHED SET IN 4"X4" CONCRETE, TOP OF BRASS CAP IS 1.07' BELOW ASPHALT AND 0.82' BELOW THE MONUMENT CASE RIM. MONUMENT LOCATED AT APPROXIMATE CENTERUNE OF S. NORFOU< ST. APPROXIMATELY 738.92'± NORTHEASTERLY OF THE INTERSECTION OF S. NORFOLK ST. AND E. MARGINAL WAY S. CITY OF TUKWILA: SOUND TRANSIT SEGMENT 755 RIGHT-OF-WAY CONTROL MONUMENT: 7702 3" DIA. BRASS DISK (KING COUNTY MONUMENT) SET FLUSH WITH SURFACE STAMPED "KING COUNTY SURVEY 1937" "STA 4 3" MONUMENT LOCATED APPROXIMATELY AT THE SOUTH WEST CORNER OF AUTO WRECKING YARD, 0.5't FROM 2'' DIA. IRON PIPE THAT IS 3' ABOVE GROUND AND 0.5'± WEST OF CHAINUNK FENCE. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) PROJECT BENCHMARKS: CITY OF SEATTLE SURVEY CONTROL MONUMENT-VERT1CAL (SPU): SNV-5297 BRASS CAP STAMPED "5297" SET APPROXIMATELY 0.3' FROM BACK OF CONCRETE WALK. MONUMENT LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF EAST MARGINAL WAY S. AND S. NORFOLK ST. CITY OF SEATTLE SURVEY CONTROL MONUMENT-VERTICAL (SPU): SNV-5298 BRASS CAP STAMPED "5298" SET APPROXIMATELY IN THE S.W. CORNER OF 20'X20' SEWER VAULT. MONUMENT LOCATED AT THE NORTHWEST INTERSECTION OF S. NORFOLK ST. AND AIRPORT WAY S. SITE BENCHMARK: DEA NO. 16 (CITY OF SEATTLE SURVEY CONTROL MONUMENT 93H-834 1 3/8" DOMED BRASS CAP WITH CENTER PUNCHED SET IN 4"X4" CONCRETE, TOP OF BRASS CAP IS 1.07' BELOW ASPHALT AND 0.82' BELOW THE MONUMENT CASE RIM. MONUMENT LOCATED AT APPROXIMATE CENTERLINE OF S. NORFOLK ST. APPROXIMATELY 738.92'± NORTHEASTERLY OF THE INTERSECTION OF S. NORFOU< ST. AND EAST MARGINAL WAY S. ELEV.=15.60' (NAVD 88) RECEIVED brd 07/07/11 5:28pm — P: \D \DASC00000033 \04000AD \EC\ DWG \Sheet \ecIM001DASC00000033.DWG 0 1 L.L. (( 0 0 24( oz°1f... 0 CO CIO cv co co co 0 ER cy CO REVISIONS: APPD. DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: SCALE: 1"=20' PROJECT NUMBER: DASC00000033 DRAWING FILE: SHEET NO. c1 OF 10 A1\ J J as 11 1 1 1 1 1 1 Iy EX CB TOP .14.13: EX CB ' TOP 14.43• •'' "„ as EX CB + 1 TOP 14.41 ��- 1 \ IE 12.84 -12 "CP (S) _ - JI "/ I\ \\ 1 1 1 i\ I I`1\ 1 X,• \I It `-• \ I 1 1 r \ \ ♦I 1 Ix I 1 I 1 r\ \ n \ 1 EX. ASPHALT PAVING'. 1 A PORTION OF THE NE 1/4 OF SECTION 4 , T 23 N, R 4 E, WM - 1 ' I , - 1 - -/ 1 rr t.' .1 1 I ' r J ,/' J� r1 / �- 1 ,-, 1 / \ 1 r /rr r SD 7 7-- 7 -_7__ T. 1 / `'L I '- / • -\ i • id 11 11 If 11 11 \> \ - • J. \ '. 11 II II II 11 - ,< . - / \ • x. ^, - z- - �_�„- I-- 1 --, --7 I\ \\ -1 I 1 IJJi -r I \ N. I I - 1 \-' 1 -' I. r v - \ ' - r r \ -/ \ - ' \, -J - r / \ -' \ -' r , / -- \-' / / - / - 7 , -\ , \ r I `- , \ \- J - -r \ - \ l r 40' • 1 • I r \ / \ ` r/ \ \ /r`\ r SD ----- ----_� r $D ---- -- I //\ 1 -1\ !, / \ 1 / / / / / / EX CONC ECOLOGY BLOCKS �. • 1 I •I .` : • I• ... .:•I. / co SD r\ ■ ■ \ �' \ I \ \ I \ i/ \ • - ' \ Y' , \ I , yJ / r _ , ▪ \ f ' / '/ ▪ -/ I • / I 4, TOTh I ) • EX ASPHALT: PAVING:: / / / ,- ; I/ I/ I/ 4 /, / AVING:1. r I EX SSW, TOP 17.Q4 UNABLE TO OPEN TOP 17.13 IE 12.76 -6 "CP (S) IE 13.80 -8 "CP (W) IE 11.50 -12 "CP (W) IE 12.37- 15 "CMP (E) I , SD 1 I , ,�- SD $D , 1 1 1 1 - -- -t - ---- +--- -1- -_' 1 1 1 1 I I I 1 I I I SD- - - `SS w w SS w G tl n G EX SDCB G SD G TOP 7.19 IE 14 89 -8 "CP (N) IE 14 74 -8" (SW) IE 15 09 -8 "CP (SE) EX CB TOP 17.10 I 1 IE 15.80 -8 "CP (NW) it it f1 It I CSI I N II 11 It 11 11 11 EX CB TOP 17.60 IE 14.50 -8" (NE) IE 14.45 -12" (S) EX CB TOP 17.61 IE 14.31 -12" S IE 14.41 -12 N IE 14.21 -12 W M EX SSMH TOP 17.86 o CHAN =9.26 EX CB TOP 17.64 IE 15.09 -8 "CPP (SE) IE 14.39 -12 "CPP N IE 14.49 -12 "CPP (S • \ \ \ \ \ \ \ ` ` ` \ \ \ \ 1 1 11 • �s ``, \ \ \ ♦ \ ♦\ ♦ `\ \, \\ `\ \ \ \ `\ - II 11 II I II 11 t1 II 11 EI 11 11 11 11 11 TOP 16.63 IE 15.13 -8 "CPP (NW) --\ - \ T . \ 1 T \ \ r =-:_ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,' 1 � Q \ X. \ \ \ \ \ \ \ \ X. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ L - 1 \ > `- - \--- -1 -. \ \ 0 10 20 40 SCALE: 1 " =20' NI O RT 1-1 CONSTRUCTION NOTES EAST kARGINAL vy?JY SAWCUT EXISTING ASPHALT 0.50' FROM EXISTING EDGE OR AS SHOWN. REMOVE, HAUL & DISPOSE OF EXISTING ASPHALT. SAWCUT, REMOVE, HAUL & DISPOSE OF EXISTING ASPHALT AS SHOWN. REMOVE, HAUL & DISPOSE OF EXISTING CHAIN LINK FENCE AROUND PROJECT AS SHOWN. PROTECT EXISTING ARE HYDRANT & PROTECTION BOLLARD FROM DAMAGE DURING CONSTRUCTION. SAWCUT, HAUL & REMOVE 5' WIDTH OF EXISTING CONCRETE SIDEWALK FOR SANITARY SEWER INSTALLATION. PROTECT EXISTING SIGN FROM DAMAGE DURING CONSTRUCTION. OBUTERATE EXISTING STRIPING. OBLITERATE EXISTING TRAFFIC ARROW. RELOCATE 4 EXISTING ECOLOGY BLOCK. SEE SHEET C4 FOR RELOCATION. PARKING AREA STABILIZATION (CRS) IS THE PREFERRED BMP FOR ALL EXPOSED AREAS. OTHER BMP'S INDICATED SHALL BE APPLIED IF CRS IS NOT USED DUE TO CONSTRUCTION SEQUENCING IN ORDER TO COMPLY WITH SEASONAL GRADING LIMITATIONS OUTLINED ON SHEETS C2 & C3. EROSION CONTROL MONITORING PLAN 1. OBSERVE EROSION CONTROL MEASURES AT THE BEGINNING AND END OF EACH DAY. REPAIR AND OR REPLACE AS NECESSARY TO ASSURE PROPER FUNCTION. 2. OBSERVE COLLECTION FACIUTIES DURING PERIODS OF HEAVY RAINFALL AND WET WEATHER CONDITIONS. 3. OBSERVE AND MONITOR STABIUZATTON TECHNIQUES. MAKE REPAIRS AND /OR ALTERATIONS AS NECESSARY TO PREVENT EROSION. 4. COMPLY WITH ALL CITY OF TUKWILA AND DEPARTMENT OF ECOLOGY REQUIREMENTS FOR DISCHARGE OF CONSTRUCTION STORMWATER. STANDARD PRACTICE CODING SYSTEM: CODE • BMPs STORM DRAIN INLET PROTECTION (KING COUNTY D.3.5.3) STABILIZED CONSTRUCTION ENTRANCE (KING COUNTY D.3.4.1) CONSTRUCTION ROAD/PARKING AREA STABIUZA11ON (KING COUNTY D.3.4.2) DUST CONTROL (KING COUNTY D.3.8) MULCHING (KING COUNTY D.3.2.2) PLASTIC COVERING (KING COUNTY D.3.2.4) TEMPORARY & PERMANENT SEEDING (KING COUNTY D.3.2.6) GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVEN11ON AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABUSH THE CLEARING LIMITS AND INSTALL CONSTRUC11ON ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVEN11ON AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. 5. 6. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UN11L FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABIUZAIION IS ESTABUSHED. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 60 X11 FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. • STOCKPILE. ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. WORK IN RIGHT-OF -WAY GENERAL SUCTION NOTES 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUC11ON, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUC11ON MEETING. 2. NOTIFY THE U11U11ES INSPECTOR AT 206 -433 -0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBUC WORKS U11UTY INSPECTION AT LEAST 24 HOURS ( 1 WORKING DAY) IN ADVANCE BY CALLING 206- 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUC11ON STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBUC FACIUTIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO -INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBUC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UN11L THE OBSTRUCTION IS CLEARED AND THE RIGHT -OF -WAY IS RESTORED. TMC 11.08.170.A. 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIRE FIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBUC PROPERTY. TMC 11.08.220.D 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTORS PREAPPROVAL A UCENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON -SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11. STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBUC. LEGEND 0 QD sign EH CLF -15 SD SS G OH P T X X - 14 - - -- STORM DRAIN MANHOLE SANITARY SEWER MANHOLE GAS MANHOLE WATER MANHOLE TELEPHONE MANHOLE POWER VAULT FIRE HYDRANT LIGHT POLE SIGN POST UNKNOWN UTILITY MANHOLE (TYPE UNKNOWN) CATCH BASIN ELECTRICAL UTILITY VALVE (TYPE UNKNOWN) METER BOX (TYPE UNKNOWN) GUARD POST OR BOLLARD UTIUTY POLE U11UTY POLE WITH LUMINAIRE LUMINAIRE DOUBLE LUMINAIRE LARGE SIGN POWER VAULT GUY ANCHOR HANDICAPPED PARKING STREET UGHT U11UTY METER (UNKNOWN TYPE OR AS NOTED) FOUND MONUMENT (TYPE AS NOTED) MONUMENT (NOT SEARCHED FOR) QUARTER SECTION CORNER CHAIN UNK FENCE EX ROAD CENTER UNE EX EASEMENT UNE UNDERLYING PARCEL LINE QUARTER SECTION UNE EX RIGHT -OF -WAY UNE SECTION UNE EX STORM DRAIN PIPE EX SANITARY SEWER PIPE EX WATER UNE EX GAS UNE EX OVERHEAD POWER EX UNDERGROUND POWER EX UNDERGROUND TELEPHONE EX FENCE (T(PE AS NOTED) EX TRAFFIC OR PARKING STRIPING EX GROUND CONTOUR UNE z 0 oes z 0 1- 1 O Z= O1 W w o w g z Z 0. a co 0 o� U Wg Y l � J Qw C a co 0 co 0 CO IIREV EV\l' D FOR -ODE CO+:iiPL SAV E UU PRO4lE..S c NOV 0 2 2fill RECEIVED AUG 16 2011 PERMIT CENTER DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: CALL 2 BUSINESS DAYS BEFORE YOU DIG FOR UTILITY LOCATE 811 i W PROJECT NUMBER: DASC00000033 DRAWING FILE: ECI M 002D ACS00000033 0 E 0 •v SHEET NO. C2 OFIO STORMWATER POLLUTION PREVENTION PLAN (SWPPP): THIS STORMWATER POLLUTION PREVENTION PLAN IS PROVIDED IN ACCORDANCE WITH THE TERMS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FOR CONSTRUCTION ACTIVITIES FOR THIS PROJECT. THE CONTRACTOR IS ADVISED THAT THE PROJECT AREA DRAINS TO WETLANDS AND /OR STATE WATERS AND THAT THE CONTRACTOR IS RESPONSIBLE TO PROTECT THE RECEIVING WATERS FROM DELETERIOUS EFFECTS OF CONSTRUCTION. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE NPDES PERMIT AS WELL AS THE SWPPP ON SITE AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE EROSION CONTROL MEASURES SHOWN OR DESCRIBED IN THE CONTRACT DOCUMENTS AND ANY ADDITIONAL MEASURES THAT MAY BE REQUIRED BY THE CONTRACTORS MEANS AND METHODS OF CONSTRUCTION AS NEEDED TO CONTROL EROSION AND SEDIMENT AT THE CONSTRUCTION SITE AND TO PREVENT VIOLATION OF SURFACE WATER QUALITY, GROUND WATER QUAUTY, OR SEDIMENT MANAGEMENT STANDARDS. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE COURSE OF CONSTRUCTION AND UNTIL ALL DISTURBED EARTH IS STABIUZED IN FINISH GRADES. THE FOLLOWING DESCRIBES HOW THE CONSTRUCTION SWPPP ADDRESSEES EACH OF THE 12 REQUIRED ELEMENTS. REFER TO THESE PLANS FOR DRAWINGS OF THE PROJECT, VICINITY MAP, SITE MAP, CONVEYANCE SYSTEMS, EROSION AND SEDIMENT CONTROL MEASURES, AND EROSION AND SEDIMENT CONTROL DETAILS. ELEMENT #1: PRESERVE VEGETATION /MARK CLEARING UMITS 1. PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES (INCLUDING CLEARING AND GRADING) CLEARLY MARK ALL CLEARING UMITS AND TREES THAT ARE TO BE PRESERVED WITHIN THE CONSTRUCTION AREA AS SHOWN ON THE DRAWINGS. 2. SILT FENCE, GEOTEXTILE ENCASED BARRIERS, CONSTRUCTION FENCE, ORANGE PLASTIC FENCE, OR OTHER APPROVED MEASURES MAY BE USED TO MARK THE CLEARING LIMITS AT THE CONTRACTOR'S OPTION. 3. THE DUFF LAYER, NATIVE TOPSOIL AND NATURAL VEGETATION SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM DEGREE PRACTICABLE. SUGGESTED BMPs /BMPs TO BE USED: N/A ELEMENT #2: ESTABUSH CONSTRUCTION ACCESS 1. CONSTRUCTION VEHICLE ACCESS AND EXIT SHALL BE LIMITED TO ONE ROUTE. REFER TO SWPP PLAN OF THESE PLANS FOR THE CONSTRUCTION ENTRANCE LOCATION. ALL ACCESS /EXIT POINTS SHALL BE STABILIZED WITH QUARRY SPALLS, CRUSHED ROCK OR OTHER EQUIVALENT BMP, TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. 2. IF THE STABIUZED CONSTRUCTION ENTRANCE IS NOT EFFECTIVE IN PREVENTING SEDIMENT FROM BEING TRACKED ONTO PUBUC ROADS, WHEEL WASH OR TIRE BATHS SHALL BE LOCATED ON SITE. 3. IF SEDIMENT IS TRACKED OFF SITE, PUBUC OR PRIVATE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR PICKUP SWEEPING AND SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA. 4. STREET WASHING IS ALLOWED ONLY AFTER SEDIMENT IS REMOVED AS DESCRIBED ABOVE. STREET WASH WASTEWATER SHALL BE CONTROLLED BY PUMPING BACK ON SITE OR OTHERWISE BE PREVENTED FROM DISCHARGING INTO SYSTEMS TRIBUTARY TO WATERS OF THE STATE. SUGGESTED BMPs /BMPs TO BE USED: BMP D.3.4.1: STABILIZED CONSTRUCTION ENTRANCE BMP D.3.4.2 CONSTRUCTION ROAD/PARKING AREA STABIUZATION ELEMENT #3: CONTROL FLOW RATES 1. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VELOCITY AND PEAK VOLUMETRIC FLOW RATE OF STORMWATER RUNOFF FROM THE PROJECT SITE. SUGGESTED BMPs /BMPs TO BE USED: N/A ELEMENT #4: INSTALL SEDIMENT CONTROLS 1. THE DUFF LAYER, NATIVE SOIL, AND NATURAL VEGETATION SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE. 2. SEDIMENT CONTROL BMPs SHALL BE CONSTRUCTED AS ONE OF THE FIRST STEPS IN GRADING. THESE BMPs SHALL BE FUNCTIONAL BEFORE OTHER LAND DISTURBING ACTIVITIES TAKE PLACE. 3. PRIOR TO LEAVING THE CONSTRUCTION SITE, STORMWATER RUNOFF FROM DISTURBED AREAS SHALL PASS THROUGH AN APPROPRIATE SEDIMENT REMOVAL BMP. RUNOFF FROM FULL STABILIZED AREAS MAY BE DISCHARGED WITHOUT A SEDIMENT REMOVAL BMP, BUT MUST MEET THE FLOW CONTROL PERFORMANCE STANDARD OF ELEMENT #3. SUGGESTED BMPs /BMPs TO BE USED: BMP D.3.5.3: STORM DRAIN INLET PROTECTION ELEMENT #5: STABILIZE SOILS 1. EXPOSED AND UNWORKED SOILS SHALL BE STABIUZED BY APPLICATION OF EFFECTIVE BMPs THAT PROTECT THE SOIL FORM EROSIVE FORCES OF RAINDROPS. FLOWING WATER, AND WIND. 2. TO PREVENT EROSION, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN THE TIME PERIODS SET FORTH BELOW: DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 2 DAYS DURING THE DRY SEASON (MAY 1 - SEPT. 30): 7 DAYS THIS STABIUZA11ON REQUIREMENT APPLIES TO ALL SOILS ON SITE WHETHER AT FINAL GRADE OR NOT. THESE TIMES MAY BE ADJUSTED BY THE LOCAL PERMITTING AUTHORITY IF IT CAN BE SHOWN THAT SITE CONDITIONS OR THE AVERAGE 'TIME BETWEEN STORM EVENTS JUSTIFIES A DIFFERENT STANDARD. 3. SOILS SHALL BE STABILIZED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED BASED ON THE WEATHER FORECAST. 4. SOIL STOCKPILES SHALL BE STABILIZED FROM EROSION, PROTECTED WITH SEDIMENT TRAPPING MEASURES, AND WHERE POSSIBLE, BE LOCATED AWAY FROM STORM DRAIN INLETS, WATERWAYS, AND DRAINAGE CHANNELS. 5. APPLICABLE BMPs INCLUDE, BUT ARE NOT LIMITED TO: TEMPORARY AND PERMANENT SEEDING, SODDING, MULCHING, PLASTIC COVERING, EROSION CONTROL FABRICS AND MATTING, SOIL APPLICATION OF POLYACRYLAMIDE (PAM), THE EARLY APPUCAT1ON OF GRAVEL BASE ON AREAS TO BE PAVED AND DUST CONTROL. SELECT SOIL STABIUZATION MEASURES SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, ESTIMATED DURATION OF USE AND THE POTENTIAL WATER QUALITY IMPACTS. 6. REMOVE ALL TESC MEASURES AS SOON AS PRACTICAL AFTER ESTABLISHMENT OF UNIFORM GRASS GROWTH OR INSTALLATION OF OTHER PERMANENT STABILIZATION MEASURES. REPAIR ANY DAMAGE TO STABILIZED SURFACES AFTER REMOVAL OF TESC MEASURES. SUGGESTED BMPs /BMPs TO BE USED: BMP D.3.4.2• CONSTRUCTION ROAD/PARKING AREA STABIUZATION BMP D.3.2.6: TEMPORARY & PERMANENT SEEDING BMP D.3.2.2: MULCHING BMP D.3.2.4: PLASTIC COVERING BMP D.3.8: DUST CONTROL ELEMENT #6: PROTECT SLOPES 1. DESIGN, CONSTRUCT, AND PHASE CUT AND FILL SLOPES IN A MANNER THAT WILL MINIMIZE EROSION. APPLICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO, REDUCING CONTINUOUS LENGTH OF SLOPE WITH TERRACING AND DIVERSIONS, REDUCING SLOPE STEEPNESS, AND ROUGHENING SLOPE SURFACES (e.g., TRACK WALKING). 2. OFF -SITE STORMWATER RUN -ON OR GROUNDWATER SHALL BE DIVERTED AWAY FROM SLOPES AND DISTURBED AREAS WITH INTERCEPTOR DIKES, PIPES, AND /OR SWALES. OFF -SITE STORMWATER SHOULD BE MANAGED SEPARATELY FROM STORMWATER GENERATED ON THE SITE. 3. DO NOT CLEAR AND GRUB SLOPES GREATER THAN 4 (HORIZONTAL):1 (VERTICAL) UNLESS FURTHER WORK RESULTING IN STABILIZATION OF THE SLOPES TO BE CLEARED AND GRUBBED IS SCHEDULED. 4. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS. 5. CHECK DAMS SHALL BE PLACED AT REGULAR INTERVALS WITHIN CONSTRUCTED CHANNELS THAT ARE CUT DOWN A SLOPE. SUGGESTED BMPs /BMPs TO BE USED: N/A ELEMENT #7: PROTECT DRAIN INLETS 1. ALL STORM DRAIN INLETS OPERABLE DURING CONSTRUCTION AND ALL INLETS WITHIN 200' DOWNSTREAM OF THE PROJECT SITE SHALL BE PROTECTED WITH CATCH BASIN FILTERS SO THAT STORMWATER RUNOFF DOES NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR TREATED TO REMOVE SEDIMENT. CATCH BASIN FILTERS IN THE ROADWAY WILL BE OIL /SEDIMENT FILTERS AND CATCH BASIN FILTERS OUTSIDE OF THE ROADWAY WILL BE SEDIMENT FILTERS. 2. APPROACH ROADS SHALL BE KEPT CLEAN. SEDIMENT AND STREET WASH WATER SHALL NOT BE ALLOWED TO ENTER STORM DRAINS WITHOUT PRIOR AND ADEQUATE TREATMENT. 3. INLET PROTECTION DEVICES SHOULD BE CLEANED OR REMOVED AND REPLACED WHEN SEDIMENT HAS FILLED ONE -THIRD OF THE AVAILABLE STORAGE (OR WHEN FILLED WITH SIX - INCHES OF SEDIMENT). BMPs TO BE USED: BMP D.3.5.3: STORM DRAIN INLET PROTECTION ELEMENT #8: STABILIZE CHANNELS AND OUTLETS 1. ALL TEMPORARY ON -S1TE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED PEAK 10 MINUTE VELOCITY OF FLOW FROM A TYPE 1A, 10 -YR, 24 -HR FREQUENCY STORM FOR THE DEVELOPED CONDITION. ALTERNATIVELY, THE 10 -YR, 1 -HR FLOW RATE INDICATED BY AN APPROVED CONTINUOUS RUNOFF MODEL INCREASED BY A FACTOR OF 1.6, MAY BE USED. 2. STABILIZATION, INCLUDING ARMORING MATERIAL, ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES, AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. SUGGESTED BMPs /BMPs TO BE USED: N/A ELEMENT #9: CONTROL POLLUTANTS 1. ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOU11ON DEBRIS, THAT OCCUR ONSITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. 2. COVER, CONTAINMENT, AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND OTHER MATERIALS THAT HAVE THE POTENTIAL TO POSE A THREAT TO HUMAN HEALTH OR THE ENVIRONMENT. ON -SITE FUEUNG TANKS SHALL INCLUDE SECONDARY CONTAINMENT. 3. MAINTENANCE, FUELING, AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES SHALL BE CONDUCTED USING SPILL PREVENTION AND CONTROL MEASURES. CONTAMINATED SURFACES SHALL BE CLEANED IMMEDIATELY FOLLOWING ANY SPILL INCIDENT. 4. WHEEL WASH OR TIRE BATH WASTEWATER SHALL BE DISCHARGED TO A SEPARATE ON -SITE TREATMENT SYSTEM OR TO THE SANITARY SEWER WITH LOCAL SEWER DISTRICT APPROVAL. 5. APPLICATION OF FERTILIZERS AND PESTICIDES, SHALL BE CONDUCTED IN A MANNER AND AT APPLICATION RATES THAT WILL NOT RESULT IN LOSS OF CHEMICAL TO STORMWATER RUNOFF. MANUFACTURERS' LABEL REQUIREMENTS FOR APPLICATION RATES AND PROCEDURES SHALL BE FOLLOWED. 6. BMPs SHALL BE USED TO PREVENT OR TREAT CONTAMINATION OF STORMWATER RUNOFF BY pH MODIFYING SOURCES. THESE SOURCES INCLUDE, BUT ARE NOT LIMITED TO: BULK CEMENT, CEMENT KILN DUST, FLY ASH, NEW CONCRETE WASHING AND CURING WATERS, WASTE STREAMS GENERATED FROM CONCRETE GRINDING AND SAWING, EXPOSED AGGREGATE PROCESSES, AND CONCRETE PUMPING AND MIXER WASHOUT WATERS. PERM"TTEES SHALL ADJUST THE pH OF STORMWATER IF NECESSARY TO PREVENT VIOLATIONS OF WATER QUALITY STANDARDS. 7. PERMITTEES SHALL OBTAIN WRITTEN APPROVAL FROM ECOLOGY PRIOR TO USING CHEMICAL TREATMENT, OTHER THAN CARBON DIOXIDE OR DRY ICE TO ADJUST pH. SUGGESTED BMPs /BMPs TO BE USED: WA D.O.E. BMP C151: CONCRETE HANDUNG WA D.O.E. BMP C152: SAWCUTIING AND SURFACING POLLUTION PREVENTION WA D.O.E. BMP C153: MATERIAL DELIVERY, STORAGE & CONTAINMENT ELEMENT #10: CONTROL DEWATERING 1. FOUNDATION, VAULT, AND TRENCH DE- WATERING WATER, WHICH HAVE SIMILAR CHARACTERISTICS TO STORMWATER RUNOFF AT THE SITE, SHALL BE DISCHARGED INTO A CONTROLLED CONVEYANCE SYSTEM PRIOR TO DISCHARGE TO A SEDIMENT TRAP OR SEDIMENT POND. 2. CLEAN, NON - TURBID DE- WATERING WATER, SUCH AS WELL -POINT GROUND WATER, CAN BE DISCHARGED TO SYSTEMS TRIBUTARY TO, OR DIRECTLY INTO SURFACE WATERS OF THE STATE, AS SPECIFIED IN ELEMENT #8, PROVIDED THE DE- WATERING FLOW DOES NOT CAUSE EROSION OR FLOODING OF RECEIVING WATERS. CLEAN DE- WATERING WATER SHOULD NOT BE ROUTED THROUGH STORMWATER SEDIMENT PONDS. 3. OTHER DE- WATERING DISPOSAL OPTI,DNS MAY INCLUDE: a) INFILTRATION. b) TRANSPORT OFF SITE IN A VEHICLE, SUCH AS A VACUUM FLUSH TRUCK, FOR LEGAL DISPOSAL IN A MANNER THAT DOES NOT POLLUTE STATE WATERS. c) ECOLOGY APPROVED ON -SITE CHEMICAL TREATMENT OR OTHER SUITABLE TREATMENT TECHNOLOGIES. d) SANITARY SEWER DISCHARGE WITH LOCAL SEWER DISTRICT APPROVAL, IF THERE IS NO OTHER OPTION. e) USE OF A SEDIMENTATION BAG (DIRTBAG OR APPROVED EQUAL) WITH OUTFALL TO A DITCH OR SWALE FOR SMALL VOLUMES OF LOCALIZED DE- WATERING. 4. HIGHLY TURBID CONTAMINATED DEWATERING WATER FROM CONSTRUCTION EQUIPMENT OPERATION, CLAMSHELL DIGGING, CONCRETE TREMIE POUR, OR WORK INSIDE A COFFERDAM SHALL BE HANDLED SEPARATELY FROM STORMWATER. ELEMENT #11: MAINTAIN BMPs 1. INSPECT EROSION CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. MAKE NECESSARY REPAIRS AND MAINTENANCE TO ENSURE CONTINUED PERFORMANCE OF EROSION AND SEDIMENT CONTROLS. 2. WHEN SEDIMENT ACCUMULATION IN SEDIMENTATION STRUCTURES, OTHER THAN INLET PROTECTION DEVICES, HAS REACHED A POINT ONE -THIRD DEPTH OF SEDIMENT STRUCTURE OR DEVICE, OR IF FLOW THROUGH THE DEVICE IS REDUCED BY MORE THAN ONE -THIRD CAPACITY, THE CONTRACTOR SHALL REMOVE AND REPLACE DISPOSABLE DEVICES OR CLEAN AND DISPOSE OF SEDIMENT. 3. TEMPORARY EROSION AND SEDIMENT CONTROL BMPs SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPs ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABIUZED ON SITE. DISTURBED SOILS SHALL BE PERMANENTLY STABILIZED. ELEMENT #12: MANAGE THE PROJECT 1. PHASING OF CONSTRUCTION: a) DEVELOPMENT PROJECTS SHALL BE PHASED WHERE FEASIBLE IN ORDER TO PREVENT, TO THE MAXIMUM EXTENT PRACTICABLE, THE TRANSPORT OF SEDIMENT FROM THE DEVELOPMENT SITE DURING CONSTRUCTION. REVEGETATION OF EXPOSED AREAS AND MAINTENANCE OF THAT VEGETATION SHALL BE AN INTEGRAL PART OF THE CLEARING ACTIVITIES FOR ANY PHASE. b) CLEARING AND GRADING ACTIVITIES FOR DEVELOPMENTS SHALL BE PERMITTED ONLY IF' CONDUCTED PURSUANT TO AN APPROVED SITE DEVELOPMENT PLAN (e.g., SUBDIVISION APPROVAL) THAT ESTABLISHES APPROVED AREAS OF CLEARING, GRADING, CUTTING AND FLUNG. WHEN ESTABLISHING THESE PERMITTED CLEARING AND GRADING AREAS, CONSIDERATION SHOULD BE GIVEN TO MINIMIZING REMOVAL OF EXISTING TREES AND MINIMIZING DISTURBANCE AND COMPACTION OF NATIVE SOILS EXCEPT AS NEEDED FOR BUILDING PURPOSES. THESE PERMITTED CLEARING AND GRADING AREAS AND ANY OTHER AREAS REQUIRED TO PRESERVE CRITICAL OR SENSITIVE AREAS, BUFFERS, NATIVE GROWTH PROTECTION EASEMENTS, OR TREE RETENTION AREAS AS MAY BE REQUIRED BY LOCAL JURISDICTIONS, SHALL BE DELINEATED ON THE SITE PLANS AND THE DEVELOPMENT SITE. 2. SEASONAL WORK LIMITATIONS: FROM OCTOBER 1 THROUGH APRIL 30, CLEARING, GRADING, AND OTHER SOIL DISTURBING ACTIVITIES SHALL ONLY BE PERMITTED IF SHOWN TO THE SATISFACTION OF THE LOCAL PERMITTING AUTHORITY THAT THE TRANSPORT OF SEDIMENT FROM THE CONSTRUCTION SITE TO RECEIVING WATERS WILL BE PREVENTED THROUGH A COMBINATION OF THE FOLLOWING: a) SITE CONDITIONS INCLUDING EXISTING VEGETATIVE COVERAGE, SLOPE, SOIL TYPE, AND PROXIMITY TO RECEIVING WATERS; AND b) LIMITATIONS ON ACTIVITIES AND THE EXTEND OF DISTURBED AREAS; AND c) PROPOSED EROSION AND SEDIMENT CONTROL MEASURES. BASED ON THE INFORMATION PROVIDED AND LOCAL WEATHER CONDITIONS, THE PROJECT LEAD MAY EXPAND OR RESTRICT THE SEASONAL LIMITATION ON SITE DISTURBANCE. THE PROJECT LEAD SHALL TAKE ENFORCEMENT ACTION - SUCH AS NOTICE OF VIOLATION, ADMINISTRATIVE ORDER, PENALTY, OR STOP -WORK ORDER UNDER THE FOLLOWING CIRCUMSTANCES: - IF, DURING THE COURSE OF ANY CONSTRUCTION ACTIVITY OR SOIL DISTURBANCE DURING THE SEASONAL LIMITATION PERIOD, SEDIMENT LEAVES THE CONSTRUCTION SITE CAUSING A VIOLATION OF THE SURFACE WATER QUALITY STANDARD; OR - IF CLEARING AND GRADING LIMITS OR EROSION AND SEDIMENT CONTROLS MEASURES SHOWN IN THE APPROVED PLAN ARE NOT MAINTAINED. THE FOLLOWING ACTIVITIES ARE EXEMPT FROM THE SEASONAL CLEARING AND GRADING LIMITATIONS: a) ROUTINE MAINTENANCE AND NECESSARY REPAIR OF EROSION AND SEDIMENT CONTROL BMPs; b) ROUTINE MAINTENANCE OF PUBLIC FACILITIES OR EXISTING UTILITY STRUCTURES THAT DO NOT EXPOSE THE SOIL OR RESULT IN THE REMOVAL OF THE VEGETATIVE COVER TO SOIL; AND c) ACTIVITIES WHERE THERE IS ONE HUNDRED PERCENT INFILTRATION OF SURFACE WATER RUNOFF WITHIN THE SITE IN APPROVED AND INSTALLED EROSION AND SEDIMENT CONTROL FACILITIES. 3. COORDINATE WITH UTTL111ES AND OTHER CONTRACTORS THE PRIMARY PROJECT PROPONENT SHALL EVALUATE, WITH INPUT FROM U11LI1IES AND OTHER CONTRACTORS, THE STORMWATER MANAGEMENT REQUIREMENTS FOR THE ENTIRE PROJECT, INCLUDING THE UTILITIES, WHEN PREPARING THE CONSTRUCTION SWPPP. b �i�zsZ CODE aO [di P L -r` NOV 02 2011 silty c @ .Kti%eat. RECEIVED AUG 16 2011 PERMITCENTER brd 07/07/11 6:51pm - P: \D \DASC00000033 \0400CAD \EC\ DWG \Sheet \ecIM003DASC00000033.DWG SWPPP NOTES Z� ISCL 0 1 O zz OO W u_ CD 0 Lei;" oo (/) F- m� CO J CO U W F- a) gti O - Z N` .CD ZWv�«0) a1 ,7Q D �� W � :73 • c O 0 > �� vI .2 N O au) Z N ca REVISIONS: APPD. DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: SCALE: AS NOTED PROJECT NUMBER: DASC00000033 DRAWING FILE: ecIM003DASC00000033 SHEET NO. OFIO C3 1 0 F I:''.1 • •C•'• .,1"•\ _ . r =• EX ASPHALT PAVING. • • • • • 1 • • 67' PROPOSED.` STARED. -USE :AREA• EASEMENT•.: •'. - . :\ •• ✓.'\ \ .. • : \ /". `4 F:' >` \ • A PORTION OF THE NE 1/4 OF SECTION 4 , T 23 N, R 4 E, WM 1 ,. 1 ,. 1 ' / I "" , r, I ' r 1 \ \ -1 . . / 1 / . I . 1,' .'I' .1 -'/ 1 ,"\ 1 \ 1 ' \ ■ 1 \i 1 _ ��-�� �1 \ \ Iy/ T- - - r1 --1 -7 \ I 1. \ L' 1. ' . \ .' \ .'. / . \. . / . . "C . ,' . ...• \ ....• / / / , \/ ...• , / .. / ' . \ ' ' .' . \ ' . \ . \, / . • ,' / • • ..1' '•`.:.• / `\ •• / ,, • `'< • ` :•: \ 40' / / / vrir v / / / / / / / / / / EX CONC ECOLOGY BLOCKS N. \ N. 1 • 1 / 1 / \ ` I /r \\ • I \`1 // I" ., 1`\ 1 `. • `\ N. i i I /\ 1/ '\ I I / / / 1„ / \ / \ / / / < / /� ` . .. / / -. \ 4 I\ \ y' \ 1 \ \.' I \, \ ■ I / / ee • \ • I :I • \ .•l \ • ••:; •' 3 1!i�_� ■ii .0 .. IRE HIM NUM COM ENE ENE OEM SUR IRMO NICE �Iw II, MUM 910.1E111MIa IfIIECS11111111111111111111■ 1111111 =ARUM RIM I■■■ ■■■ •l • 1":I..: EX BUILDI \G AVING 40':• I': • °° 17- S\- 11 \s\ 11 I '1 I I� 11 11 11 ,1 11 11 CV N N N 11 11 11 11 1 11 11 11 11 iI 11 11 11 \ \ \ ,\ \ „ \ r • • EAST MARGINAL WAY C \ \ \ \ \ \ \ \ \ \ L . \ -\ C' 7 \ \ C - \ \ \ \ • \ \ `� \ \ \ \ \ \ \ • \ �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ L \ . \_;\__- -1- -a___ -� __ 0 10 20 40 60 CONSTRUCTION NOTES 0 0 0 0 0 0 O L CALL 2 BUSINESS DAYS BEFORE YOU DIG FOR UTILITY LOCATE 811 INSTALL 6'x2.5' ECOLOGY BLOCKS AS SHOWN. RELOCATE 4 EXISTING BLOCKS (SEE SHEET C2). INSTALL DOUBLE 20' CHAIN UNK GATE PER WSDOT STD PLAN L- 30.10 -00. INSTALL WSDOT SIGN R6 -2R (ONE WAY) WHERE SHOWN. INSTALL WSDOT SIGN R5 -1 (DO NOT ENTER) & R5 -la (WRONG WAY) WHERE SHOWN. INSTALL ACCESSIBLE PARKING SYMBOL, SIGN, WHEEL STOP & 4" YELLOW PAINTED LINES PER WSDOT STD PLAN M- 17.10 -02. INSTALL 4" WIDE WHITE PAINTED PARKING STALL ONES AS SHOWN. REPAINT EXISTING PARKING STALL ONES WITH 4" WIDE WHITE LINE WHERE SHOWN. INSTALL (4) CONCRETE WHEEL STOPS PER DETAIL THIS SHEET. PARKING CALCULATION OUTDOOR SEATING AREA = 240 SF 1 PARKING STALL PER 50 SF OF OUTDOOR SEATING AREA 240/50 = 5 STALLS REQUIRED 3 STALLS REQUIRED FOR EMPLOYEES 1 ADA PARKING STALL REQUIRED 9 = STALLS REQUIRED 11 = STALLS PROVIDED RECYCLING STORAGE SPACE CALCULATION BUILDING GROS FLOOR AREA = 450 SF PER TUKWILA ZONING CODE SECTION 18.52.080 5 SQUARE FEET OF SPACE SHALL BE PROVIDED PER 1,000 SQUARE FEET OF BUILDING GROSS FLOOR AREA. 450/1,000 = 2.5 SF REQUIRED 64 SF OF RECYCLING STORAGE SPACE IS PROVIDED IN THE TRASH ENCLOSURE AREA. TRAFFIC ARROW LEGEND NOTE: TRAFFIC ARROWS PER WSDOT STD PLAN M- 24.40 -01 0 0 0 0 0 TYPE 1S - THRU LANE ARROW TYPE 2SR - RIGHT TURN ARROW TYPE 2SL - LEFT TURN ARROW TYPE 3SR - THRU LANE & RIGHT TURN ARROW TYPE 3SL - THRU LANE & RIGHT TURN ARROW TOP OF AC PAVEMENT 2" CLEAR (TYP) 6' 11 13/16' DIA HOLES (TYPICAL) REBAR (TYP) 11 GENERAL CONSTRUCTION NOTES 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206 - 433 -0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORKS UTIUTY INSPECTION AT LEAST 24 HOURS ( 1 WORKING DAY) IN ADVANCE BY CAWNG 206 - 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACIUTIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. in I EPDXY TO AC PAViMENT 3:1 SAND AND CEMENT GROUT 1" DEPTH 1I II II #6 BARS (2) - -�I CONCRETE PRECAST WHEEL STOP NO SCALE 10 NON- SHRINK GROUT bLiZ82- ECEIVED AUG 16 2011 PERMIT GETTER brd 07/07/11 6:55pm — P: \D \DASC00000033 \04000AD \EC\ DWG \Sheet \eCIM004DASC00000033.DWG SITE PLAN z 2 o'1 V L 0� LI - LL O 0z I. Q 0 0 0 0 Se 2 < J CO w (1) i CO CO ZW >< W5 0 O Q� 0) 0) 0 c`t O 6) L) C - LC) to �_c • a. w REVISIONS: APPD. DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: SCALE: 1 " =20' PROJECT NUMBER: DASC00000033 DRAWING FILE: ECIMOO4DACS00000033 SHEET NO. OF1O C4 - "No PAR CI,NG / • 1 • -• • • • A PORTION OF THE NE 1/4 OF SECTION 4 , T 23 N, R 4 E, WM 16 1 1 \ 1 1 1 1 �/t 11 11 N 1 1 1 1 1 1 1 1 1 17 1 1 1 ` 1 1 1 DEA OONTROL PT ELEV = 17.84 (NAVD '88) N 190393.00 E 12795N4.57 -- ------------- - - - -:7 O . O 5 10 SCALE: 1 " =10' • 20 CONSTRUCTION NOTES (a) st4' . P _ • 8' 4' 4' UNIT • W/ BUILT= -IN . OVERFLOW TOP =16.40 . . IE =13.94 - 6" IN • IE =12.40 - 10" OUT • • • • • • N •190352:42 E :1279651.81 F 0`, . FG= 16.28 MATCH-EX GRADE FG =16.34 • • • MATCH EX GRADE FG= 16.38• MATCH EX GRADE • • 'FG =16.34 - MATCH EX GRADE so sD .�i 1r): • • EX SD • • • .TOP =17.13 • • . . IE= 13.80 =EX: 8 "CP (W) • • IE= 12.76 -EX. 6 "CP (S)- • IE= 12.37 -EX 15 "CM15 (E). . IE =11:50-•EX • 12 "CP (W) - IE= 11.50= -10. "PVC (NE) NEW N 190249.05 • E 1279610.04 • • 1 6 • • SD SD SD + SD SD SD bt1%-.2.B INSTALL EXTRUDED CEMENT CONCRETE CURB TYPE 6 PER WSDOT STD PLAN F- 10.42 -00. INSTALL CEMENT CONCRETE TRAFFIC CURB & GUTTER PER WSDOT STD PLAN F- 10.12 -01. CONSTRUCT CURB CUT WHERE SHOWN PER DETAIL ON SHEET C7. INSTALL 24.5 LF CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON SHEET C7. INSTALL CONCRETE PAVEMENT PER DETAIL THIS SHEET. INSTALL ASPHALT PAVEMENT PER DETAIL THIS SHEET. INSTALL PRECAST FILTERRA UNIT PER DETAIL SHEET C8. INSTALL YARD DRAIN WHERE SHOWN PER CITY OF TUKWILA STD DETAIL DS -03. INSTALL STORM DRAIN CATCH BASIN TYPE 1 WHERE SHOWN PER CITY OF TUKWILA STD DETAIL DS -01. IMPORT 6" MINIMUM COMPACTED DEPTH TOP COURSE GRAVEL PER WSDOT SPECIFICATION 9- 03.9(3). INSTALL PERPENDICULAR CURB RAMP TYPE B W/ TRUNCATED DOMES PER WSDOT STD PLAN F- 40.15 -01. SEE ARCHITECTURAL PLANS FOR BUILDING CONCRETE FOUNDATIONS & DUMPSTER DETAILS. INSTALL 11'x4.5' CONCRETE WALKWAY WITH TRUNCATED DOMES PER WSDOT STD PLAN F- 45.10 -00 & CITY OF TUKWILA STD DETAIL RS -11. FOR INSTALLATION OF 2'x2' PATIO PAVERS, SEE DETAIL ON SHEET C7. INSTALL 115LF BEAM GUARDRAIL PER WSDOT STD PLAN C -1. MODIFY CURB & GUTTER TO BE FLUSH WITH CONCRETE WALK. MAX HT =0.75' INSTALL 28LF OF STEEL PIPE RAILING PER CITY OF TUKWILA STD DETAIL RS -05. INSTALL 4.0' MIN WIDTH, 4" MIN THICKNESS CEMENT CONCRETE WALKWAY PER CITY OF TUKWILA STD DETAIL RS -11. CONSTRUCT 6" RAISED TREATED WOOD PLANTER. BACKFILL WITH 6" MIN DEPTH TOPSOIL & VEGETATE WITH SOD. INSTALL 2" WIDE TREATED WOOD EDGING AS SHOWN FLUSH WITH GRAVEL SURFACING. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS ", "DRAINS TO WETLANDS ", OR "DRAINS TO GROUNDWATER ", AS APPLICABLE. GRADING QUANTITES CUT = 20 CY FILL = 250 CY NEAT LINE QUANTITIES DERIVED BY INDUSTRY STANDARDS. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIII IllillIi1 iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII /4//A//, / 6" MIN PORTLAND CEMENT CONCRETE (PCC) W/ #4 0 12° 0.C. EACH WAY 4" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE SUITABLE COMPACTED SUBGRADE PER ONSITE GEOTECH //,//,.//./ CEMENT CONCRETE PAVEMENT SECTION NOT TO SCALE "Inliffill11111111111MMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIh1- i i i � ad .t,wA ►:r�.w��.w�:ww./A��! ..1 /.///,/,//, //A 8 Cna S NOV 0 2 LA 3' MIN COMPACTED DEPTH HMA CL 1/2" PG64= 22 ~--- 6' MIN COMPACTED DEPTH CRUSHED SURFACING BASE COURSE OR 4' MIN ASHALT TREATED BASE (ATB) SUITABLE COMPACTED SUBGRADE 2...TYPICAL HMA PAVEMENT SECTION NOT TO SCALE RECEIVED AUG 16 2011 PERMIT CENTER >- z z L� °- � O W � W 7 � Q z W -. Wee L Imma W (9 0 0 Z z U 0 m t. .L UJ ct L N 1 Z 0 Z W. < . > 6 > < b W V ©0 15;�li� o a § a N ‹z CON REVISIONS: APPD. DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: SCALE: 1 " =10' PROJECT NUMBER: DASC00000033 DRAWING FILE: ECIMOO5DACS00000033 SHEET NO. C5 of 10 \\\ ,(8`■,_;-„r>- ‘Ao'ff°\-\( 0,%,-(‘A eov- ..../ / - .r- - / - - Ir •". ---- .--.. ..... ..--- A PORTION OF THE NE 1/4 OF SECTION 4 , T 23 N, R 4 E, WM .r" NI c FT 1-1 0 5 10 SCALE: 1"=1O' ----------------- • DEA OONTROL PT ELEV=1'7.84 (NAVD '88) N 1903§3.00 E 1279524.57 ‘,%■ GREASE INTERCEPTOR lE=12.84-4"IN lE=1i)67-6"OUT N 19056.46 E 1279'585.18 6"05 CLEANOUT & WYE lE=13.15 N 190363.31 E 1279613.42 CONNECT TO EX 42"SS IE=9.17-42" (EX) IE=11.61-6" /sD so so ; 1 [154.1 0 2 Toll 1 A I.:*,„; ,.;Y-1,d.',,Y,.7., . , 1 !:'.A...:,..:'o `:f.7172a-;..',.'i 1 Li (s) SD SD SD 20 CONSTRUCTION NOTES INSTALL SCHIER GB-50 POLYETHYLENE GREASE INTERCEPTOR (OR EQUAL) PER MANUFACTURERS RECOMMONDATIONS. INSTALL SANITARY SIDE SEWER CLEANOUTS AS INDICATED PER CITY OF TUKWILA STD DETAIL SS-03. INSTALL SEPARATE 6" DIA GREASE LINE & 6" DIA SANITARY SEWER LINE AS SHOWN PER CITY OF TUKWILA STD DETAIL SS-02. COMBINE SYSTEMS DOWNSTREAM OF GREASE INTERCEPTOR. PIPE TAP TO EX 42" SS MAIN PER KING COUNTY DEPT OF NATURAL RESOURCES DETAIL DWG NO 020501. INSTALL 3/4" WATER METER PER CITY OF TUKWILA STD DETAIL WS-01. INSTALL WASHINGTON STATE DEPT. OF HEALTH REDUCED PRESSURE ASSEMBLY IN ABOVE GROUND INSULATED ENCLOSURE PER MANUFACTURER RECOMMENDATIONS. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO VERIFY ELEVATIONS PRIOR TO CONSTRUCTION. CONTACT PROJECT ENGINEER IF CONFLICT IS APPARENT. REPAIR SIDEWALK PER CITY OF TUKWILA STD DETAIL RS-11. GENERAL UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. WATER PLAN NOTES 1. THE CONTRACTOR SHALL INSTALL CORPORATE STOPS, WATER SERVICE LINES, AND METERS. THE CITY OF TUKWILA WILL INSTALL THE METERS. 2. PRESSURE TEST ALL WATER MAINS AND APPURTENANCES. 3. FLUSH AND DISINFECT NEW, CLEANED, OR REPAIRED WATER MAINS. 4. INSTALL RESTRAINED JOINTS AT ALL BENDS, TEES, AND OTHER DIRECTION CHANGES. 5. INSTALL WATER SUPPLY LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED SEWER AND AT LEAST 18 INCHES ABOVE THE TOP OF A SEWER. SANITARY SEWER NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONS TRUCT1ON STANDARDS, UNLESS OTHERWISE APPROVED. 2. THE CONTRACTOR SHALL MARK THE END OF THE SIDE SEWER, INSIDE THE PROPERTY LINE, WITH A 4 FOOT PRESSURE TREATED 2x4, BURIED IN THE GROUND 4 FEET. THE BURIED END SHALL HAVE A 2x4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1-FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT. 3. INSTALL SANITARY SEWER LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED WATER SUPPLY AND AT LEAST 18 INCHES BELOW THE BOTTOM OF A WATER LINE. PAVEMENT RESTORATION NOTES 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT : • ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. ON OTHER STREETS WITHIN 7 CALENDAR DAYS B FOR WORK PREVENTED DUE TO WEATHER: • PROVIDE A TEMPORARY PATCH. • PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. b RECEIVED AUG 16 2011 PERMIT CENTER brd 07/07/11 6:59pm — P:\D \DASC00000033 \04000AD \EC\ DWG \Sheet \eCIM006DASC00000033.DWG >- z < ° a. fx O ' ow z , .,., zo w0 ,..., w tx F-0 -...0z u... a °LEI Li- z 11-w`Ptc 0 0 0 0 0 1-- 111 (/) < Ca 2 CO < 0 D .1 al 0 eL w < w F- (1) k. g o;07E Lt) .5. (0 ii 6 (l) 0 2 in 0 m iS < I- > < W ci §c) z N u) 0 cod= "• c71 a) --c 0 > CN1 = O a.-C c ''t •zr • in o 0Z : Lt a<Z t oa REVISIONS: APPD. DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: SCALE: 1"=10' PROJECT NUMBER: DASC00000033 DRAWING FILE: ECIMOO6DACS00000033 SHEET NO. OF 10 C6 DRAINAGE GRATE 45" MAX TRIM GRATE FRAME SEDIMENT AND DEBRIS OVERFLOW BYPASS BELOW INLET GRATE DEVICE FILTERED WATER 45' (TYP) 12" OPENING SECTION VIEW 3 A PORTION OF THE NE 1/4 OF SECTION 4 , T 23 N, R 4 E, WM NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built -in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8 -01.3(15). DRAINAGE GRATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM (TYP) BELOW INLET GRATE DEVICE ISOMETRIC VIEW DETAIL - STORM DRAIN INLET PROTECTION REF: KING COUNTY SWDM SECTION D3.5.3 NOT TO SCALE CONCRETE CURB & GUTTER Ai AI- CURB FLOWLINE DETAIL - CURB CUT NO SCALE oft -mu( RAMP 4' - o" MIN. 3" CLR +(TYP) 24" r1" 4 -4 - #4 BAR CONT. CEMENT CONCRETE CLASS 5 DETAIL - CONCRETE VALLEY GUTTER NO SCALE CEMENT .-I-� OVERFLOW BYPASS (TYP) 24" X 24" ARCHITECTURAL PATIO PAVER PVC EDGING W /METAL PIN BEDDING SAND (" - 1") 95% COMPACTED ,III,IItmIII - 1JEIEI.. 6" AGGREGATE BASE 95% COMPACTED COMPACTED SUBGRADE DETAIL - PATIO PAVER INSTALLATION NO SCALE SIDEWALK RAMP 0" MIN .FACE or CURB 4"'WIDE, vvHITE. PAINT UNE (TYP.) 2' -8" eir MIN. PLAN ONE ACCESSIBLE STALL r.PAmK IO0' ALLARRAN NT 8' -o IY 4' - 0" MIP& CEMENT CONCRETE SIDEWALK PLAN TWO ACCESSIBLE STALLS 88' PARIONG BTALLARRANGE N't O" MIN..' winanuswassomistmr �•iIIRIwiIr = =�III� �.`, \N \ N FACE OF CMS 4" WIDE :W1r_fE •. - TAINT LAVE (TYR) (WE TABLE) PLAN ONE ACCESSIBLE STALL Sr PARKING STALL ARRANGE NT STALL J. w 0 io =1"►` 11' MEE TABuq 12' - PLAN 4* TWO ACCESSIBLE STALLS SO" PARKING 8"CA L ARRANGIWIENT 4''- p".mix 2 -O" r s; N tllriar.l.,s� SOMALI( RAMP SIDEWALK RAMP & ACOEBS'Z.0 4" ImDE, YELLOW PAINT LINES 4" WIDE; WHITE PAINT LINE (Mk) DETAIL A NOTES SEE DETAIL A 2' -8"R. R, 8'= f3" MIN ' «, -0" PLAN ALTERNATIVE PARKING STALL MARKINGS USE ONLY WHEN SP eels° IN THE CONTRACT FACE CURB 1. ruse, four and flve accessible Stale movements may be either 8c (angled) or 90' (per- pendicular) parking .arrangements. See. Contact:. . 2. An.Access Parking Space Symbol Is required for each accessible parkiru} ~stall. A bite background and e border are required when the symbol Is installed On a cement con- crete surface: 3, All accessible s t a l l s shall have wheel s t o p s : Place wheet a ti o p s In o I J . sta 1 when, si ci- fled in the contract. Wheel steps shall be apprnjdmately fr" high and a minimum of 6' long: 4. Refer to the Standard Plans for sidewalk ramp, detectable warning pattern, and curb details. LEGEND (rttso ) Rearmed Parking Sign and post with R7-8o1A :Plaque, if Indicated (See Sign f abricatkm Manual) Acme Parking Spacm S nibol Manufadurod Vitt001 ab3p Cletectabte Warning 'Pattern at - O"MIN. �kcLLi a'i',G ":at'"x:arfli7a, _ On. ::r4:11.5'«sn;;mta.M.m-""-.tr"i 11%11 P 4 POUR ACCESSIBLE STALLS RARN.MNG. SPNID .LA'Y'OUT S STANDARD PLAN > M.17.11042 SHEET 1 OP 1 SHEET . APPROvErtPORPUB.ICATICN . Pasco BekOtich. li f< .: 07.03 -08 usgeo W IE. 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE) NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5" -0 ". 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) &ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN TI IE KNOCKOUTS. 41. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL4 SIDES WITH MAXIMUM DIAMETER OF 20 °. KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR -F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON- ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS -06. 11. REFER TO DS -06 FOR CATCH BASIN MARKINGS. NOT TO SCALE City of Tukwila CATCH BASIN TYPE 1 SHEET: DS-01 REV SICK BFI: 08.03 APPROVAL: B. SHELTON GROUND II =11 i 1r:i1=11 :ll II i 1.. =11 II =l1. 1111.11-11: 3/8" 0 X 3" GALV. EVE SOLT _ice WELD 24" GALV. CHAIN 200# OUTLET DRAIN PIPE, SIZE PER PLANS GROUT PAVEMENT OR GROUND �rlelal!luI Iwal�I� tlrl�l ■I�I�I�I�III /V'Ao if /r•P2 i re-F-111-1i- lr 41:= ll--�il.11:fl� 4 • •e INLET DRAIN PIPE, . SIZE PER. PLANS INSTALL TEE ON OUTLET PIPE 24" 0 CONCRETE. SEWER PIPE 4" MIN. CONC. CL. ,B• ELEVATION f NOTES: 1. FOR USE AS SMALL CATCH BASIN OR DISTRIBUTION :BOX. 2. FOR USE IN NON- TRAFFIC AREA ON PRIVATE PROPERTY. 3. SOLID CONCRETE COVER WHEN USED AS A DISTRIBUTION BOX. 4. COMPACT SUBGRADE TO 90% MODIFIED PROCTOR. 5. REFER TO DS-03 2 O 2 FOR MATERIAL DIMENSION. MOTTO SCALE t City of Tukwila CATCH BASIN. YARD DRAIN SHEET: DS-03 1 OF 2 EVIS ON #l: 08.03 APPROVAL! B. SHELTON SIDEWALK WIDTHS MINOR ARTERIAL* PRINICIPAL ARTERIAL* TUKWILA URBAN CENTER (SEE NOTE 1) 5' 6' 6" MIN. 4' LANDING SCORE JOINTS EVERY 5' A 3" WIDE EDGER FINISH 3/8" FULL DEPTH EXPANSION JOINT CURS & GUTTER \ �, 2% MAX. SRS 15 EXPANSION JOINTS EVERY 15' PLAN VIEW 1" WIDE X 3/8" DEEP SCORE JOINTS SECTION A-A NOTES: 518° MINUS CRUSHED ROCK I THICKENED EDGE ON RAD US 3/8" X 3.5" EXPANSION JOINT ELEVATION 1. SIDEWALKS SHALL BE A MINIMUM OF 8 FEET WIDE AT BUS STOPS AND PULLOUTS, OR WHERE THE SPEED LIMIT IS OVER 35 MPH, OR WHERE A TRAIL AND SIDEWALK ARE COMBINED. 2. PLACE CEMENT CONCRETE OVER 2" OF 5/8" MINUS CRUSHED ROCK OR AS SPECIFIED IN THE CURRENT APWAM/SDOT STANDARD SPECIFICATIONS. 3. REMOVE EXISTING CONCRETE CURB, GUTTER OR SIDEWALK TO THE NEAREST JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH NEW. * SEE TMC 9.48.040 NOT TO SCALE City of Tukwila SIDEWALK SHEET: RS -11 REVISION PI: 08.03 1 LAST REVISION: 04.08 APPROVAL: BOB GIBERSON, CITY ENGINEER J a 0 0D ID 20'11 INo Clty - ,X11T3aC, MATERIAL, DIMENSIONS WITH OR WITHOUT PERFORATION INSIDE DIAMETER 12" T & G 18" 24" 24" T & G DEPTH 36. 36" 36" 36" OR WALL THICKNESS 2" 2-1/2" 3-1/4" 3" BELL O.D. 16" 27" 33" 30" BELL I.D. 14" 22" . 27 -7/8" 27 -1/2" BELL DEPTH 1-3/8" 3 -1/2" 3-1/2" 2" GRATE DIAMETER 13.7/8" 21 -7/8" 27 -314" 27" GRATE THICKNESS 1 -7116" 3 -112" 3-1/2" 2" APPROX. WEIGHT 300# 400# 975# 825#, 11.00# Yaj' j j {)1,•1 b11-.2.132. NOTES: 1. SET GRATE INTO BELL. RECESS. 2. MAY REQUIRE A BASE SLAB. :3. FOR USE IN NON - TRAFFIC AREAS ON PRIVATE PROPERTY. RECEIVED AUG 16 2011 PERMIT CENTER NOT TO SCALE C'it1' Tukwila CATCH BASIN YARD DRAIN, SHEET: DS-03 2 OF .2 REVISION #1: 08.03 .. . APPROVAL: B. SHELTON brd 07/07/11 6:37pm P: \D \DASC00000033\0400CAD \EC \DWG \Sheet \ecDT007DASC00000033.DW6 0 0 = > c Q) 0) c 2a) W 0 REVISIONS: APPD. DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: SCALE: AS NOTED PROJECT NUMBER: DASC00000033 DRAWING FILE: ECIM 005D ACS00000033 SHEET NO. oFJIO C7 LI 1 SOAK, 30' so CLEAN OUT (TOTAL Dr RE QUIRES CLEAN OUT) LONG. SWEEP SEND PUGGED CLEAN OUT (WYE) ADDRESS 4' LAIN. SEWER PIPE EXISTING SEPTIC ADAPTER 2 a re INSPECTION TEE AT CITY RAM LINE CLEAN OUT fi PLUG b .NCx4'wYE. B SEWER PIPE STREET arty RM . LINE NOTES: SAPCLE AT EXI$TINo MAI N 1. MATERIALS AND INSTALLATION CHAPTER 8 OF THESE STANDARDS. 2. DECOMMISSION SEPTIC TANK PER CHAPTER 8 OF THESE STANDARDS AND KING COUNTY HEALTH DEPARTMENT; 3. WATER AND SEWER LINE SEPARATION 10' HORIZONTALLY. IF WATER AND SEWER LINES CROSS, SEWER SHALL BE AT LEAST 18" BELOW THE WATER UNE. 4. STANDARDS FOR SEWER MAIN APPLY TO CONNECTIONS LONGER THAN 150' FROM THE MAIN. SEE CHAPTER 8. NOTTO SCALE; City of Tukwila SANITARY SIDE SEWER RESIDENTIAL - mom 5S-02 PleAsIGN #I 08.03 LASTmiaow: 12.04 APPROVAL S. SHELTON ronNeo GIOFGaglf: W DRUL r DIMIJETER scH. 00 STEM. PIPE RNLfeis'wm WELDED ,JWNTS plot DIP GALVANIZE ASTMA 3, B POST TO POST SPACING WITH SLIP FJT M:ANSON .WANTS, HI- STRENGTH NO N- SHRINK GROUT (MOUNDTO DRAW/ 4' MINTER GALVANIZED BTEEL SEEM t SHOP DI?Ati NG FUR ALL RAIU NG MUST BE CITY APPROVED PRIOR TO FABRICATION. City of Tukwila STEEL PIPE RAILING SREEfl RS-05 REVISION E1. 08.03 i.ASTREVINON: 04.08 013 GIBERSON, CITY ENGINEER A PORTION OF THE NE 1/4 OF SECTION 4 , T 23 N, R 4 E, WM LABELED CO. -91V RAISE W3DE BORDER PLAN VIEW ir FIBRE JOINT PACKING 45• FIEND ELEVATION CAST IRON RING AND COVER City of Tukwila SANITARY SIDE SEWER REVISION S1: 08.03 1 APPROVAL: B. SHELTON 20" BYPASS CHAMBER 0 w DP FACE OF CURE TREE FRAME & CRATE. CAST IN TOP 'SLAB LIAI+OUT COVER TOP SLAB FLOW PPS VIcw FLOW PLANT AS SUPPLIED BY AMERICAST (NOT SHOWN FOR CLARITY) ENERGY DISSIPATION LAYER TRENCH FRAME & GRATE CAST IN TOP SLAB f =1 II 11 II +I = = 1= 11 =11- = ' it = 11=1 1=11 II YI= II If If II II- -I 1 !'_ 11 II 11 II II 11 1i =11 f II- IV + II IiJIE II 11 —i+ EI .11 II II -1 r+ II I( II -!I it 1i -11 II 11 11 -11 it,rt. [ 11 11= 1I 11 11 11 —If "1 _ + 1 =11 tI :11 11 11 =11 ! =1f II II` u =L- 1 1 f1 -iE II .11 -11 111 1 11 it -1 " 2 UNDERDRAIN STONE PROVIDED BY AMERICAST MULCH PROVDED BY AMERICAST SECTION A —A U TO BE SET PLUMB AND LEVEL ER FILTERRA L WI (PATENT PENDING) OUTLET PIPE -- LOCATION' VARIES (BY OTHERS) FILTER TAPE/TARP APPROVED MEDIA PROVIDED BY AMERICAST iri21104ST Amertoot fftita PRECAST FILTERRA SUMP CURB INLET UNIT WITH E' BYPASS CHAMBER Sten us PAT 6,277;274 AND 6459.321 NSTALLI Di3YCiTi' TO MAIN 3I4" OR 'f" PARTS LIST: 1 -1" Cou PLINGS MUELLER 110 X ANGLE STOP - BALL 1 -1" OR 314" CORP STOP - BALL 1 m TAILPIECE WITH FEMALE IRON PIPE THREAD .TYPE K COPPER PIPE -PU1C -POLY ETHYLENE NOTES: 11. NO METER BOXES IN SIDEWALKS AND DRIVEWAYS WHERE POSSIBLE. 2. USE CLEAN 518" MINUS CRUSHED ROCK TO BACKFILL AROUND CORP STOP AND SERVICE LINE. S. REFER TO CHAPTER 7 OF THESE STANDARDS. NOT TO SCALE City of Tukwila SHEET: METER 3/4" OR 1 WS-01 REVISION Et: 08.03 APPROVAL: B. SHELTON CUT NEAT HOLE AND DRY PACK WITH NON— SHRINK GROUT INSIDE AND OUT. WIPE CLEAN ON INSIDE OF PIPE TOP OF SEWER RUBBER GASKETED PLUG OR CAP. BRACE TO / PREVENT BLOWOFF 4" OR 6" STUBOUT 6" MAX VARIES 45° TO 70° NOTE TO DESIGNER: GENERALLY, FOR LARGE DIAMETER PIPE, INCLUDE STANDARD SERVICE CONNECTION DETAIL 02 * *40 IF SERVICE CONNECTION IS TO BE CONSTRUCTED BEYOND STUBOUT. PIPE TAP FOR CONCRETE PIPE DETAIL DEPARTMENT OF NATURAL RESOURCES & PARKS PIPE TAP FOR CONCRETE PIPE DETAIL DATE CREATED: OCT 03 DATE REVISED: DWG. NO. 020501 NOV 0 2 2011 CRy n . « v9'am'..salt, i�r, d RECEIVED AUG 16 2011 PERMIT CENTER brd 07/07/11 6:23pm — P:\D \DASC00000033 \0400CAD \EC\ DWG \Sheet \ecDT008DASC00000033.0WG -J 0 0 Z z > g OR < 0 Z < ZO�g U 2 Q� <._Ju) 2U W W 0 N 0) L a N 2 N m REVISIONS: APPD. DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: SCALE: AS NOTED PROJECT NUMBER: DASC00000033 DRAWING FILE: ECDT008DACS00000033r SHEET NO. DF10 C8 A PORTION OF THE NE 1/4 OF SECTION 4 , T 23 N, R 4 E, WM TRUCK . APRON .• / 1". =- FACE OF CURB .. TRUCK APRON MATCH TRUCK APRON SLOPE \• r TRUCK APRON 112" R. TRUCK APRON -; �1, 10" V ROUNDABOUT CENTRAL ISLAND CEMENT CONCRETE CURB FACE or CU RR _ i VARIES 12" TO 24" ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB ROUNDABOUT LANE: 9"r FACE OF CURB 14- R. ROUNDABOUT I:ANE �- FAETF or 1;URR MATCH ROADWAY i/2.SLOPE . \'4" - � :FL ROADWAY fai\ 1" R. 7 MATCH anADv kY j ROADWAY i/2" a 11 iir .�'�• DUAL FACED CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE:OF OURS -�> VARIES 12" TO 24 (""- PACE OF CURB DUAL-FACED CEMENT CONCRETE TRAFFIC CURB 1/2" R. 6112" " NOTE 1. See Standard Plan F40.10 for Curb Expansion and Contraction Joint spacing; TRUCK - 10" 1' -0" • ROUNDABOUT LANE -APRON y. T` 3" . MATCH TRUCK FACE OF CURB APRON SLOPE \ +~ _ • I MATCH ROUNDABOUT VA" It CANE GROSS SLOPE . �/ . iii R. • r /f ROUNDABOUT LANE . 1f2 R. `.j, TRUCK APRON -, I\ FACE OF CURB 1' -1O" ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER 1" •R 7 MATCH ROADWAY SLOPE 1/2° R. r �r. CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF CURB 61(2" CEMENT .CONCRETE TRAFFIC CURS ROADWAY ROADWAY 6112" FACE Of CURR VARIES. FROM 6" TO0". MAINTAIN 11-1: 6V SLOPE ON SIDE OF CURB MATCH ROADWAY SLOPE 12"R DEPRESSED CURB SECTION AT CURB AND DRIVEWAY.ENTRANCBS ROADWAY 112 R. -� 1° R -- CEMENT CONCRETE OR o ASPHALT CONCRETE b / �{ SIDEWALK OR PATH a >� b 318" PREMOLDED JOINT FILLER (1AMEN SIDEWALK) CEMENT CONCRETE PEDESTRIAN CURB �- CUBIT 1/2"`R• -� Ib DRIVEWAY !JADING, VARIES I le-- 1' R./ EN TRANCE TOG" p •i / I- 1 , 3/8" PROMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB ATCURB RAMPS, LAND NGS; ARD DRIi WAY.F.N i RAH O. FLUSH WITH GUTTER PAN AT CURB RAMP ENTRANCE «1/2° VERTICAL UP AT DRIVEV*W.ENTRANCE MOUNTABLE CEMENT CONCRETE TRAFFIC CUR'S CEMENT CONCRETE CURBS STANDARD PLAN F.10 "12 -01 SHEET 1 OF 1 SHEET AI'I'I(Uvr.0 I.W( F'UI!! J(;J1TIoN Pasco $dkcicir iii 06-0340 &UTE DEMON ENEATER DAM. war wmhkete, Star Dopartriant Trtiosporledlon LAMING GRADE BREAK SEE CONTRACT PLANS -.l' -EP MIN., CEMENT •,: SIDEWALK:. SEE NOTE $ ' FLARE 315': EXPANSION JOINT MP) 3 --N STANDARD PIA$ 10'. GRADE:BREAK 21Rfs, OR CURB 17 AND GUTTER FACE OFCURB•- MEASURED PARALLEL �! TO CURB (TYR) CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH CURB RAMP WIDTH SEE CONTRACT PLANS /- GRADE BREAK SEE CONTRACT PLANS A PROVIDE ON SEE CONTRACT PLAr+la SIDEWALK 4' - D" MIN, -` U' EXPANSION JOINT MR) SEE STANDARD PLAN F- 30.10' , TRANSITION TO SSIDENALK BUFFER, IF PRESENT. OR TO BACK OF CURB (MYFiS ) SEE CONTRACT PLANTS •tn LANDING CURB RAMP • -� =ENT CONCRETE . SIDEWALK » SEE NOTE 6 CURB RAMP WIDTH 4' - 0' MIN. LANDING? TO MATCH CURB RAMP WIDTH SEE CONTRACT PLANS (ilt'AAUL;.LrlI K WIDTH .(rYP.) CURB RAMP GRADE BREAK NOTES 1. Pro`,'tde a karate curb ramp for each marked orunmarked crosswalk. Curb. ramp Location shall be placed within the width of the associated aosswalk, or as shown in the Contract Plans. 2. Where "GRADE BREAK'. is called 94 the entire length of the grade lean between tl;o tyo adjacent suffice planes shall bG Ruh. . 3. Do not' places gratings, junction boxes, access covers, or Other appl;Irten- ances in front of the curb ramp or on a ny P art of the curb ramp or landing. • See the Contract plans for the curb design specified. See Standard -Plan F -10.13 for Curb, Cub and Cutter, and Pedesirien Curia details.. .5• See Standard Plan F40.10 for •Cement Con(xete•Sidewaik details. See Contract plans for width and placement of sidewalk: • 6. The BId item "Cement Concrete Curb Ramp Type _" does not include the adjacent. Curb. Curb and Gutter, Pedestrian Curb or Sidewalk. 7. The curer ramp insiscimu.m running slope shall not rec uirethe ramp.iength • to exceed 15 motto avoid chasing the slaps indefinitely whaf connecting to steep grades; When applying the 15 foot maximum length, the :running slope of the curb ramp shall as eat es: feasible. 8. Curb rasp, ianding; . lures shah receive broom nnish; ices Standard.. Specifications. 844. • .GEE.COIYIMG1 PLANE 4'.0 MINI 4. SUFFER WIDTH - MATCH TO CURE RAMP DEPTH (TYP.) ,s. Vela • DETECTABLE WARNING SURFACE SEE STANDARD FLAW F40.10 j - DEPRESSED CURB AND GUTTER CROSSWALK ,. CURB, OR CURB AND GUTTER FACE OF CURB --1 PLAN .. TYPE •PERPENDICULARA SEE. CONTRACT PLANS 4.•.0 •MIN. 2.0% MAX, SEE erArromm PLAN F40.10 OR SLOPE TRi.ATMENT DETECTABLE WARNBG SURFACE SEE STANDARD PLAN F -46.10 -\ 15'- MAX. SEE NOTE T 1- GRADE BREAK 8:3% MAX. CEMENT CONCRETE - PEDESTRIANCURO SEE NOTE a4 DETECTABLE *Mama SURFACE SEE STANBIAROPLANr. Nero L DEPRESSED CURE AND GUTTER CROSSWALK .PLAN! VIEW TYPE PERPENDICULAR B (SHOWN WITH BUFFER) 1/ .. GRADE BREAK CUUN E.R SLOPE sat% MAX. J GRAD BREAK : f--- Toll: of ROADWAY LEGEND SLOPE IN EITHER DIRECTION CEMENT CONCRETE: PEDESTRIAN CURB: -• SEE NOTE. 4 DETECTABLE WARNING SURFACE SEE STANDARD PLAN F -48.10 9" R TYP. -y - . - DEPRESSED CURB & GUTTER cORs RAMP -' CEMENT CON CRETE CURB AND GUTTER,- SEE NOTE 4 CURE RADIUS DETAIL ', 1 SECTION 0 CEMENT CONCRETE CURB RAMP 'TYPE PERPENDICULAR. A" PAY LIMIT• SEE NOTE B Dernsosec cups & GLITTER • SEE NDTE4 CEMENT CONCRETE CURB RAMP ""TYPE PPRPFNt11K:r_11Aa Q" PAY titer - St=E NOTE ISOMETRIC VIEW: TYPE PERPENDICULAR A PAY LIMIT ISOMETRIC ViEW TYPE :PERPENDICULARS PAY LIMIT PERPEMDICULAR CURB RAMP STANDARD PLAN F- 40.15.01 SET 1 OF I SHEET APPROVED FOR PUBLICATION Pasco SakalGieb.f1 . .3..4f! WA1EISESIWI Hak 1 WE Washington Wow Department of Wansponation TYPE 1 (HOT MIX ASPHALT) TYPE 2 {HOT M ixateaWLLT} TYPE 3 {HOT MIX ASPHALT) ID -;0". BeTVI EEii OiN Tra tTYli g i . t2�- -- !- *.:12"x,. TYPE4 (cornea CONCRETE) CEMENT CONCRETE EXTRUDED.: CURB. *3 BARS (rYP.) SPACING OF ANCHOR EARS (FOR TYPE$ 4, S. AND B) NOTE JOINTS MAY BE .FORMED DURING INSTALLATION USiNG A RIGID DIVIDER OR SAINCUT AFTER CONCRETE' CURES TO MINIMUM. STRENGTH: it s BAR TYPE 8 (CEMENT CONCRETE) EXTRUDED CURB STANDARD PLAN ,F- 10.42 -00 SHEET 1 CFI SHEET APPROVED FOR'PUBLICA'nQN. TYPE 6 (CEMENT. CONCRETE) .. . Ken L, Smith 01 -23-07 STA1,En leNENOVIEER M1E' Wastingten SioN .pspa : i(4,Tof Trogtpo on TRUNCATED DOMESPACR G SEE NOTE 3. C D TRUNCATED DOII SECTION . C) sa STANDARD SPECIFICATIONS FOR COLOR OF SURFACE CURB RAMP, LANDING, PASS- THROUGH OR . WALiMLAY TRUNCATED DOME DETAILS BACK OF CURB SEE NOTES 2 & 5 DETECTABLE WARNING SURFACE: SEE NOTE 3 SINGLE DIRECTION` CURB RAMP CIRtB RAMP - LANDING _I r .CURB RAMP BACK OF CURB SEE NOTES 2 &.5 LAN: DETECTABLE WARNING fSURFACE. - SEE NOTE 3 PLACE AT T. BACK OF CURB LINE 3EE NOTE2 NOTES 1. The Detectable Waming Surface shall extend the full width of the CUrt1 ramp (exclusive fares) Or the landing. 2. The edge of the Detectable Watrrltig Surface shall be placed along the back of the cue) lint. 3 The rows of Sweated domes In a Detectable Warning Surface shall be parallel With the * salon of wheel .chair travel, 4. See Standard Plans for sidewalk and curb ramp details: If a curb is not present, .place the Detectable: Warning Surface at . . the .edge of psvomenL B. tf a. curb ramp is regrnred; the .Iotariion: of the ) ecIbia ilUaming : Surface must be at t)ie bottom pf t e ramp `and within the reGlir�ed. distance from rail: CURB AND GUaER MATCH TO WIDTH :.cF CURB RAMP, LANDING PASS - THROUGH. OR WALKWAY DETECTABLE WARNING SURFACE DETAIL DING. 41 / . GURB RAMP: ► 1. BUCK OF CURB . SEE NOTES 2 & 5 1 DETECTABLE WARPING SURFACE SEE NOTE 3 WIDTH OF_ CURB .RAMP . PERPENDICULAR CURB RAMP. WIDTH OF CURB RAMP, LANDING, OR WALKWAY'. DETECTABLE. WARNING .. SURFACE: SEE :NOTE 6 DETECTABLE WARNING SURFACE - SEE NOTE 3 . . _WIDTH OF LANDING PARALLEL CURET RAMP 1 EMIR tow I I .. I 1•�1- I I -..: 1 III �I� I�I�I�I�I I. I ... I 1•Mrt�l . I 1 1::. t RAIL PATH KWAY WIDTH OF VII. WAY OR MTFr.(TYR:j. DETECTABLE WARNING ,. ... SURFACE PAVEMENT EDGE WPAKY SH.OUWER SHARED -USE PATH CONNECTION PEDESTRIAN RAILROAD CROSSING PLACEMENT GUIDELINES '011%-2. WIDTH OF PASS . . THROUGH P j • 'WIDTH OF PASS THROUGH x. (TYR) • ..... i at.BACK OF CURB - SEENOTES2 & :5. 0 gprr • 1w h DETECTABLE WARNING SURFACE. (TYP.) . . BACK OF CURB -SEE NOTES 2 & 5 ISLAND PASS - THROUGH DETECTABLE WARNING SURFACE (T'YP.) b. WIDTH OF PASS THROUGH ROUNDABOUT STUTTER ISLAND NOV 022 '. .t) NO DNISIOim ' -0" MIN:. MEDIAN PASS - THROUGH DETECTABLE WARNING . SURFACE STANDARD PLAN 111-45 .40.00 SHEET 1: OF 1 SHEET APPROVED FOR PUSILICATION . Pasco 8ak+4itich IW OS4340 . aFAIE0 NENaNl N aA . i1►ay»n .4daM :Dt or :T,ompoAOlkr • • RECEIVED .1 AUG 16 2011 PERMIT CENTER -J 0 LL � 0 :;""i > z < 0 0 ° J O ZQ o � � 2 a� 2U W w REVISIONS: APPD. DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: SCALE: AS NOTED PROJECT NUMBER: DASC00000033 DRAWING FILE: ECDT009DACS00000033 SHEET NO. C9 of 10 A PORTION OF THE NE 1/4 OF SECTION 4 , T 23 N, R 4 E, WM .. • . . • • .• . . • .4i-t.,,;'-'4**1*-V-4•"`"44t4r44;44°74•*-4-V4.'"*"014"' DOOMS 14 FT. CHAIN LINK SATE PAY LIMIT DOWSE 20 F. CHAIN LINK SATE PAY LIMIT - 0" OR 20• - 0" TIE VVIRES (T(P) SPACED 0 te•MAX. TOP HINGE 180° SWING (TYP.) '''''''***;40*-14rii„47.-7.144,*747•7447.7.74-447*-474,47.7*-ovei,441 ' 4111111■444` 4.***,..1 ILIP4,-4.4". *41 4, 'TENSION WIRE . A, 1 le.. 4. - TRUSS ROD • o • •I 1 0141..4 (rak) 'V !"., ..1 1 .40110.4*. ' .4, i I 1 --4 :44.11- it .4 /1 I .4 414,11 —4** 41.1 1 •is..11 11* TelmoN .101 CP CABLES 4 - io 44 4 • 1 40.1 111 10 11 41 VI it 41.4 I* 1 444_0 .441 —804. 41 #11 *414 'Vt.* *441 1:::44, 44 4 * 4. A 4411 • • +44144 L, - L 44- ',4t 1 4.4. *** * • 4 .„„ OA* 4 t, „+,4*.1 4, , , A ,fr. .* 4 ' 4 ,,,i 4, „....*4 44 . 44414: i ! 40***4 4:************** A.. • ***4 I 4 44 . -;,,.. 4414. • . 4 al. Nt 1 ..1 fr.( Nyrr NI, ,-.1„.v.e/Nr Nor .11 CHAIN LINK PENCE FABRIC 3' - 0" CHAIN LINK FENCE TYP_ 2' - 0" CHAIN UNK FENCE TYPE -.Y.4.1-4‘404`4•4`r4NY47•47.4'n*'"'"°•+'s*v4V-"*".•VV*1`44v**4".S.no,-1,11F- 4 • p. * 1 • 40, • .4.44 , tt."..gmt.,..,„.xeltex: A........A.4.614,44.444- 4..............„, ....., .... .. . A ....4,..., 1 I A f. * f WA( 1r( WV( Nyiv Ny Vi ‘‘,/ 7"..7, '' AVIV/ V NY 141 N'', tee Ny Ny v. -A7 1,77 yr/ -s-TragOirm r DOUBLE GATE • SINGLE 0 PT CHAIN LINK GATE.: PAY UNIT • -0 1 GATE POST (TS'P.) -• 3 lir DIAM (NOM., SCH, 40) CHAIN LINK FENCE TYPE 3 OR 4 I PAY LIMIT Pr 10 -.cr . • TENSION • CABLE FOR GATE POST. • MU; POST •••'.;•OECIMIRSO ONLY ON :HINGE :woe ••• • • ..• • . • • • ...„: ,,,,.... • • • • IrENgION•cm310•:•-• • •..••• • .•••• •••• ••• . arm-cm( BAR (1YR) BOTTOM TENSION IMRE frTP4N(NIARECHAREFeicE 444).14 r Ny)ty NyTy wirviry, vr VirNor CHAIN LINK FENCE FABRIC 3' -0" CHAIN UlIC FENCE 2• 0" ...CHAIN Llt* MOE TYPE 4 7.1,7‘.7" BOTTOM HINGE BO° SWING TIE WIRES (TYR) SPACED 614" MAX. SINGLE GATE 441 tik: • -4 ott■: 4t1lik+ .414,11i4 11,44,4 • 4- .46 4-4 4 i .:14:41.4g4141014..4:144• yav v/ V ‘11/7 V, •f/ '7/ Vey "q V, 4- va •.1 I i 1 EXPIRES AJCUST. 26, 20011 CHAIN LINK GATE STANDARD PLAN 440.10.00 SHEET 1 OF 2 SHEETS •OP.ROVEo 0a$c•iscgtudAllitio . Ken L Snilth 02-07-07 tirAlEng,fioompot • *RM..; • ........... FABRIC BAND TOP • HINGE EYE 1313LT SI1ACKL.E /- TENSION With TENSION CABLE FABRIC WO BOTTOM HINGE STRETCHER BAR OATEN:AT DETAIL RTNETHCER. OAR • eAm POST I)ETAIL, MARE ROPE CLIP (TYP) SEIZING .."'"EN0BA:CABLE• • -,,- •. :,•• • . . • TENSTONWIRE(TYP) NOT ...REQUIRE:" FOR CHAIWytN. rgiveTYPE 4)-:' EVE BOLT • TENSION WIRE SHACKLE TENSION CABLE r AIRE ROPE CUP (reP4 TURNBUCKLE / SEIZING (TYP-) EYE BOLT FABRIC BAND (TYP.) STRETCHER SAR(1TP.) POLL POST DETAL TENSION CABLE \- ROPE THIMBLE (TYP.) TOHoTz,,,,,BAN:qr)/j\•7N •. ' ..-.FAPRIO':111ANattYPI H 1 WIRE ROPE CLIP (IYP.) \\/ /a6. .\>Idl 1010011 011111, tA ,\"/ • • .SEI±04::-:"'-' \/:.7/74.114ICIIIIIIIMIgtitt4494/ TENSION CABLE: ROPE ThIMBLE . svi 440px / --.„. / EVE BOLT TURNBUCKLE .. . 'N'L.1*4416'44"El".").("°T'::-• • _i........REWIREP:FoROMIN.-YNK: • „.. ••••:PENOCINPE4)• • • •.• . • 'PM POST DETAIL CHAIN LINK GATE STANDARD PLAN 1.30.10-00 • • -:•••• APPROVED FOR PUBUCA1ION Ken L Smith ,- ....• .• .• . • ;.,; , .,.• • • . • . ••• .; • . • • FID.R • A7NRCY\77: NOV 0 2 M1 (71.Tu/K-7! '`),"Afir' prv'orfoA5 J • RECEIVED AUG 16 2011 PERMIT CENTER brd 07/07/11 6:49pm — P: \D \DASC00000033 \0400CAD \EC\ DWG \Sheet \ecDT010DASC00000033.DWG REVISIONS: APPD. DATE: JULY, 2011 DESIGN: BRD DRAWN: CLK CHECKED: JNS REVISION NUMBER: SCALE: AS NOTED PROJECT NUMBER: DASC00000033 DRAWING FILE: ECDT010DACS00000033 SHEET NO. C 1 0 o F 1 0 STORAGE TRASH ENCLOSURE RECYCLE CONC SEE PRO CONCRETE APPROACH SEE CIVILS UPPER CONTAINER AWNING ENTRANCE DT ENTRY SIGN (EXT. ILLUM.) IVE -TH 1 -603 1 -604 A -202 (3) 4'x4' STEEL PLANTERS . . INTEGRATED DIOP PRE- PREVIEW BOARD Datum Point ERATIONS CONTAINER BELOW DIOP PREVIEW BOARD (4) 4'x8" STEEL (RELOCATABLE) PLANTERS W/ LANDSCAPING A -202 UPPER CONTAINE AWNING 11 11 11 p BICYCLE PARKING 11 1 _ 5111 11111 2x4 CONCRETE _ PAVERS SET 16 , ' IN GRAVEL 3.00' SEE CIVILS 1 1111 Pl;,,,IrrAAIrArA" A -201 OPERATION CONTAINER BELOW DT UNCEMENT & SCRAPER ADA PATH OF TRAVEL PROVIDE ADA ACCESSABILITY TO ORDER WINDOW DRIVE -THRU LANE 4110PINFIEW PAVERS TO SIDEWALK EXISTING SIDEWALK EAST MARGINAL WAY FEATURE SURFACE CHANGE @ PEDESTRIAN CROSSING DT MONUMENT SIGN W/ EXT. LIGHTING EXISTING CURBCUT 1 "= 8' -0" Architectural Site Plan Notes A. Refer to Exterior Elevations for building Signage location and Design ID. Refer to Electrical Plans for electrical requirements. B. Landscaping to be provided per zoning code and LEED requirements. See C -101 C. Drive -Thru Equipment including vehicle detection loop, wireless communication, and monitors coordinated by Starbucks Construction Manager. Refer to Electrical Specifications for electrical requirements. D. Landlord is responsible for providing site work, including new bollards, footing and conduit for drive -thru signage. Coordinate with Starbucks Construction Manager. See C -101 E. All parking and drive -thru striping to be provided by landlord. F. Trash enclosure to be lockable using steel gates, to be provided by Starbucks. G. General Contractor to apply concrete sealer to all exterior concrete walkway surfaces. H. See C101 for addtional civil site plan information. I. Branded signage shown. Building signage: (1) Siren Logo 64 sq. ft. (2) Wordmarks 18 sq. ft. = 82 sq. ft Marquee: Logo x 2 Wordmark otal: . Planter Boxes: 24.5 sq. ft. 8 sq. ft. 5 (8) 4x4 Planting Boxes 128 sq. ft. (4) 4x8 Planting Boxes 128 sq. ft. Tota = 256 sq. ft. ND 022 L1 CORRECTION b111*-2„„b z See C -101 for site Engineering and Civil drawings for additional site information & requirements. RECEIVED OCT 25 2011 PERMIT CENTER r 0 N N N 0 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description 1 07 -29 -11 SBH DIOP Addition 4 10 -19 -20 11 SBH Bike Parking & Planter El r1 • u n"... ‘1 n • ....f Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Heart Sheet Title: Architectural Site Plan Scale: As indicated Sheet Number: A -101 P Revison 1,2 &3 092011 - kbech.rvt Documents and Settings \kbech \My Documents \Kbech\2011 - Landscape w QCD \Reclamation Drive Th 10/12/2011 5: II II II II Monterey Cypress or Golden Yew, typ Evergreen Clematis, typ Drain Rock, typ Blue Fescue, typ Evergreen Clematis, typ Drain Rock, typ DIOP Planting Plan scale: 3" = 1' -0" tr -et 7cu) 0 am' �Q��' (,,L4`/:1'` 7Q- 4./ r 4f Landscape Planting scale: 1 1/2" = 1' -0" b )._e4 Symbol Coui 9 15 29 18 10 November 2, 2011 Fountain Grass, typ Maiden Grass, typ Drain Rock, typ Blue Fescue, typ Rectangular Planter Planting, typ Scale: 3" = 1' -0" PLANNING DIVISION COMMENTS Mikel Hansen, Sabey 12201 Tukwila International Blvd. Tukwila, WA 98168 Eric A. Hopp, Starbucks 2401 Utah Ave. S., Suite 800 Seattle, WA 98134 Fountain Grass, typ Drain Rock. tvo RE: D11 -282 Starbucks Coffee Company, 3301 S. Norfolk Street (parcel #000340 -0046) Dear Mr. Hansen and Mr. Hopp, The Planning Division has reviewed revisions submitted in response to Correction Letter #1. The permit can be approved with the condition that items listed below shall be addressed through submittal of a revised landscape plan to the Department of Community Development by November 14, 2011. All revisions to the plans and other materials submitted in response to the comments below, as well as installation of the landscaping per the approved plans, must be completed prior to final building permit approval. 1) The Landscape Planting & Schedules (sheet A -102) includes the species and size of plantings proposed in containers as requested in Correction Letter #1. However, landscaping to meet the perimeter landscape requirements, information on which was provided in Correction Letter #1 and the pre- application meeting notes from April 2011, has not been included in the current landscape design. The landscape plan on sheet A -102 does not include the location of the property lines; please include the location of the property line in relation to the right -of -way on the revised landscape plan. The perimeter landscape requirements for this site include 12.5 feet of landscaping from the property line inwards along the frontage of East Marginal Way and Norfolk Way S. Type II perimeter landscaping is required per 18.52.020 and 18.52.030, and includes one shrub for each five lineal feet of required perimeter excluding curb cuts and one tree for each 20 lineal feet of required perimeter excluding curb cuts. Additionally, living groundcover to cover 90% of the landscape area within three years shall be provided within required perimeter landscape areas. Plant material requirements, including planting types and minimum sizes, can be found in TMC section 18.52.030 (D). The City encourages the use of drought - tolerant species, and staff can suggest some species for the required perimeter landscape area upon request. OR 10 2) The scale indicated on the Landscape Planting and Schedules sheet A -102 is not correct. Please show the correct scale on your revised landscape plan to help expedite the City's review of the landscaping for this project. 3) If the landscape areas will be irrigated, please include an irrigation plan. If you propose not to have a permanent irrigation system installed, please submit a written request in response to this correction letter. Include with this request a plan for how the landscaping will be watered adequately during a 3 -year establishment period, as well as for the life of the project. If a request is made to not include an irrigation system with this project, the City may require submittal of a bond or other financial assurance to ensure that plans will be watered and replaced as needed during the 3 -year establishment period. If you have any questions related to the comments above, Jaimie Reavis is the planner assigned to the file and can be reached at 206 - 431 -3659. NOTE: ALL PL r 0 N N YJ 0 rW (0 n� nW LL Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other protects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement Is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description 3301 S. Norfolk St., Tukwila, WA 98168 ' "API Qti H * H Store #: Project #: Concept Palette: Issue Date: Design Manager: LEED OAP: Production Designer: Checked by: 53637 -001 Special Project NA 1BD Anthony Perez Scot Hearl Sheet Title: Landscape Planting & Schedules Scale: As indicated Sheet Number: A -102 Landscape w CCD \Reclamation Drive Thru P Revison 1,2 &3 092011 - kbech.rvt 10/12/2011 5:14 :10 PM x 2 0. Q cv 9 co Planter - Plan View 1x12" non - treated wood, reclaimed cedar or sim allow to weather to natural grey finish, typ 1" steel L- channel, all inside corners, black finish, typ steel bolting hardware, black finish, typ Scale: 1" = 1' -0" Elevation @ Side 0 0 0 0 1x12" non - treated wood, reclaimed cedar, or sim allow to weather to natural grey finish, typ steel bolting hardware, black finish, typ level @ grade 0' -8" depth of planter 0' -0" Scale: 1" = 1' -0" level • •rade 0' -8" river rock / mulch O O planter sides depth of •lanter 0' -0" Planter Section soil profile Scale: 3" = 1' -0" planting soil O native soil coarse gravel / subgrade Planter Profile Notes O O Drain Rock / Mulch - 1.5" approx http: / /www. pacifictopsoils. com/ products _all.htm#SpecialtySoilMixes Cedar Grove Potting Soil or equivalent: •A complete growing media. A blend of Cedar Grove Compost, bark, coconut fiber, pumice, earthworm castings and organic fertilizers. Improved with better drainage and lighter mix http://www.cedar-grove.corrilproducts/potting_soil.asp Irrigation Note ODrip irrigation to be installed and monitored (monthly Oct- April, weekly May- September) throughout first year after planting. Elevation @ End 1x12" non - treated wood, reclaimed cedar, or sim allow to weather to natural grey finish, typ 1" steel L- channel, all inside corners, black finish, typ steel bolting hardware, black finish, typ Ievel_a grade ,$ 0' -8" depth of planter , 0' - 0" Scale: 1" = 1' -0" RECEIVED OCT 25 2011 PERMITCENTER 0 N 0 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description Z O D- 2137 F;LTI STATE L REGISTERED I ARCHITECT G. GALE III Of WASYII ETON co co O Q of O Z vi T 0 co CD o O 12 C U tj 4 M 1..1� Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Heart Sheet Title: Scale: Landscape Planter. Details As indicated Sheet Number: A-1�.. \ \starbucks \dfs' common\ CoOp \CoOp206_NewConceptStore \Globa 5/31/2011 9:1 Removable Expanded Metal Art Panel G8 Concrete Wall 7' -6" 12' -0" 1111 FlOrPrIN, 'my Prfr Cano• Container gL 18' -6" Store Address Container Hgt. 10' -0" 21' -0" 1' -6" 40' - 0" Elevation 2 - a Scale: 1/4" = 1' -0" • Canopy Support (see structurals) 16' -0" G6 3' -0" Canopy Support (see strucrturals) Expanded Metal Menu Board Structure (see details) Finish Floor 1' 0 1/4" • ation 0' -6" Gr. • e 0' -0" ror- • — - - • Graphic Screen Support (see structurals) Canopy Container 0 18' -6" 0 Container H.t. 10' Finish Floor 1' -01/ / uP a' 4 a 8' -0" 1 G1 J 40' - 0" Bar (see details) G2 I Elevation 1 - a Scale: 1 /4" =1' -0" 4' - 1 1/2" / ation 0' -6" Grade 0' -0" Exterior Elevation Notes A. General Contractor to coordinate and schedule signage installation with the Signage Contractor providing a minimum scheduling notice of 4 weeks and 1 week prior to scheduled date of installation. Starbucks Construction Manager to provide General Contractor with Signage Contractor contact information. B. General Contractor shall coordinate with Electrical Contractor to furnish and install electrical circuits including all conduit, wire, connections, and breaker at panel board necessary to serve Signage. C. General Contractor to provide fire treated wood stud blocking, or equivalent to support Signage. D. Signage Contractor shall verify size and location of any and all allowable monument or pole signage with landlord and provide shop drawing(s) prior to fabrication to Starbucks Designer for approval. E. Signage Contractor to install signage in compliance with local codes ad obtain permit and landlord approval. F. Signage Contractor to supply shop drawings to Starbucks Construction Manager and to the General Contractor as needed. General Contractor to notify Starbucks Construction Manager immediately if shop drawings or installation is in discrepancy with Starbucks architectural drawings. H. See sheet 1 -601 for schedules. Sheet Notes 1. Provide 3" (75mm) high black acrylic store address on glazing. bu282- tf { x_ NOV 02 2011 RECEIVE AUG 162011 PERMIT CENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description 2Z ,, i; Rrj'i Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Heart Sheet Title: Exterior Elevations Scale: 1/4" = 1' -0" Sheet Number: A -201 1 -211 Pr Ver Adler%/% Add dimilmididmi, d diAl id/ �. 111 1111 1111 111 EP Underground Service see MEP 7/29/2011 1:49:04 PM / Elevation 3 Scale: 1 /4" = 1' -0" 0 40' -0" Q u Canopy Container Ali ° 18' -6" ®Elevation 4 - a Scale: 1/4" = 1' -0" ° G7b Container Hgt. 10' -0" Finish Floor 1' -01/4' 8' -0" Canopy Container AL 18' -6" Container Hgt. 10' -0" Finish Floor 1' -01 ation 0' -6" Gr- . e 0' -0" Elevation 7 - a ° ° ° ° Scale: 1/4" = 1' -0" Canopy Container 18' -6" Metal Art Panel Container Hgt. TS Support Column (see structural) Concrete Wall 10' -0" Finish Floor 1' -01 /j To Canopy Container ditik 18' -6" Metal Art Panel Container (beyond) Elevation 8 - a Scale: 1/4" = 1' -0" 8 Container HgLiS_ 10' -0" Finish Floor 1' -01 ation 0' -6" Gr s e 0' -0" ation 0' -6" Gr.; se 0' -0" NOV 02MM1 CF ;:v 'f E.�t�p�F RECFn/ 'r AUG 16 2C°11 PERMIT em: . r- 0 N 0 n� W 0/ E 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description 1 07 -29 -11 SBH DIOP Addition ,� .r a3 z U m 0 a- 2137 FULTON L REGISTERED AI ARCHITECT .......m.- . ALE III STATE Of WASHIt*GTON Y Y to 0 z 0 0 M 1— CO CO >_ oo c O 1- c/) E co — V �+ — 1 ®Elevation 4 - a Scale: 1/4" = 1' -0" ° G7b Container Hgt. 10' -0" Finish Floor 1' -01/4' 8' -0" Canopy Container AL 18' -6" Container Hgt. 10' -0" Finish Floor 1' -01 ation 0' -6" Gr- . e 0' -0" Elevation 7 - a ° ° ° ° Scale: 1/4" = 1' -0" Canopy Container 18' -6" Metal Art Panel Container Hgt. TS Support Column (see structural) Concrete Wall 10' -0" Finish Floor 1' -01 /j To Canopy Container ditik 18' -6" Metal Art Panel Container (beyond) Elevation 8 - a Scale: 1/4" = 1' -0" 8 Container HgLiS_ 10' -0" Finish Floor 1' -01 ation 0' -6" Gr s e 0' -0" ation 0' -6" Gr.; se 0' -0" NOV 02MM1 CF ;:v 'f E.�t�p�F RECFn/ 'r AUG 16 2C°11 PERMIT em: . r- 0 N 0 n� W 0/ E 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hearl Sheet Title: Scale: Exterior Elevations 1/4" = 1' -O" Sheet Number: A -202 Revision Schedule Rev Date By Description 1 07 -29 -11 SBH DIOP Addition a3 z U m 0 a- 2137 FULTON L REGISTERED AI ARCHITECT .......m.- . ALE III STATE Of WASHIt*GTON Y Y to 0 z 0 0 M 1— CO CO >_ oo c O 1- c/) E co — V �+ Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hearl Sheet Title: Scale: Exterior Elevations 1/4" = 1' -O" Sheet Number: A -202 5/31/2011 9:11:39 AM TS bollard to protect wall 6' -6" -6" / 20' - 0" 0' -6" 6' -6" NOTE: See civil drawings for concrete pad Storage Floor Plan Scale: 3/8" = 1-0" ;Izzffff-YAL'AZzr fff:- IIIII M Bollard to protect structure DT Entry Graphic Elevation 6- a 20' - 0" Scale: 3/8" = 1' -0" 20' - 0" Section 7 Scale: 3/8" = 1' -0" 0 Elevation 6 - a / 1 4 8' -0" Scale: 3/8" = 3 r Section 6 Scale: 3/8" = 1' -0" 8' -0" Wall Type Legend ONew wall to structure 20GA 6" metal studs @ 16" O.C. to structure above w/ sealed A/C plywood both sides. Fasten 6" O.C. / Storage Container Hgt. 10' 0" Operation to be new lock plate only. Disable rod lock @ door, but maintain hardware. Storage Foundation 0' Storage Container Hgt. 10' -0" Storage Foundation 0' - Storage Gr 0' -0" t 1l2J2 ,r' NOV 0 2 21 RECEIVED AUG 16 2011 PERMITCENTER 0 N N 0 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hear! Sheet Title: Scale: Plan & Exterior Elevations - Storage As indicated Sheet Number: A -203 5/31/2011 9:11:47 AM 1 1 1 1 1 1 I Penetration Plan Note: All penetrations to be between (E) 5" O.C. floor structure. No floor crawl space access provided. Scale: 3/8" = 1' -0" 1:12 bl1Z92 t F"w, 777,1 NOV 0 2 2 V dr: F eaS r�Pt`� •■' ter` - RECEIVED AUG 16 2011 PERMITCENTER r 0 N N 0 N Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description 33U I J. INOITOIK Ji., 1 UKWIIa, VVH W:5-100 0 2 I!1i Z A tri i 574 g Store #: Project #: 53637 -001 Concept: Special Project Palette: NA Issue Date: TBD Design Manager: Anthony Perez LEED (DAP: Production Designer: Scot Hearl Checked by: Sheet Title: Scale: Penetration Plan 3/8" = 1' -0" Sheet Number: 1 -101 5/31/2011 9:11:48 AM O 2' - 0 1/4" 3' - 11 1/2" / / 2' -01/4" / / 40' -0" 5' -0 Menu Board Screen 102 D101 ( D101 8' -0" Condiments 22' -61/2" concrete 4' -0" clear dim. 40' - 0" 48' -0" Floor Plan Scale: 3/8" = Wall Type Legend 0 0 CV O New Wall to Structure 20 Ga 3 -5/8" (86 mm) metal studs 16" (406 d. mm) O.C. with 5/8" (16 mm) Type "X" GWB to j structure above. Drywall screws @ 12" (305 O mm) O.C. 1 0 New Wall to 6" (152 mm) 20 Ga 3 -5/8" (86 mm) metal studs 16" (406 mm) O.C. to structure above with 5/8" (16 mm) Green Board on restroom side to ceiling and 5/8" (16 mm) Type "X" GWB on other side to structure above. Secure Green Board to studs M with drywall screws at 10" (254 mm) O.C. at o' panel edges and 12" (305 mm) O.C. at , intermediate supports. 0 I: 0 2 1/2" Metal Stud 0' - 2 1/2" 112" Plywood w/ finish & mechanical fasteners zzi/ft-ifff )4;., Newly insulated & finished wall on existing corrugated metal skin. 20 ga 3 5/8" metal studs to structure top & bottom @ 2'0" o.c. 1/2" plywood w/ pre- finish p -lam surface mechanically fastened. matching "T" molding @ each butt joint. Sim @ floor & ceiling. Exterior Wall Detail Steel Container Exterior SPF Insulation @ R -22.4 Average Aluminum Threshold Scale: 3" =11-0" Floor Butt Detail Scale: 1 1/2" = 1' -0" CV Concrete per Civil Drawings o 0 Resilient Flooring (E) Floors & Structure per Structural New Door Frame Fibrous Break Door Thershold Detail Resilient Flooring (E) Floor & Structure Scale: 1 1/2" = 1' -0" Graphic Panel Screen Floor Plan Notes A. General Contractor to verify all dimensions and notify Starbucks Construction Manager of any discrepancies prior to construction. All dimensions to be taken from designated datum point. B. If exterior entrance threshold exceeds required American's with Disability Act (ADA) maximum height of 1/2" (10mm), remove and replace with accessible threshold. Raised thresholds and floor level changes at accessible doorways to be beveled with a slope no greater than 1:12. C. All doors to provide 3' -6" (900mm) minimum clear opening when opened to 90 degree position unless otherwise noted. D. Verify all existing doors, hardware and frames meet Starbucks and /or code requirements. Sheet Notes 1. New storefront window system w/ sliding window. 2. New storefront window system fixed. 3. New exterior doors. Wall Legend - Floor Plan New Full Height Wall ODoor & Window Tags OWall Type LIU Container Vertical Structure t NOV 022is `ro l li%i arnA1F.1 • RECEIVED AUG 16 2011 PERMIT CENTER r 0 10 0 v♦ E 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description oZ F m C.r C'! Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED® AP: Production Designer: Scot Heart Checked by: 53637 -001 Special Project NA TBD Anthony Perez Sheet Title: Scale: Floor Plan As indicated Sheet Number: • 5/31/2011 9:11:50 AM 110344 i I:111 10153 'o 11003 � - 1$104 )10312 10874 / i It 1 u 111 1 // 10009 #.e=1 121251 i I 's.\ I \ i I 12087 I \ 10791 Oiu I 1 s-- 110182 10215 1 10008 10014 10010 10012 J 1106721" x- 11067211 \ 1 10791 110267 111990 - -J 124071 1110701 102041 m:: • 1104161 1108381 \ \ / \ / \/ v 1104621 110995 10862 10172 1100241 101231 1104161 10011 10977 105811 1 —0V\-1 10904 10099 10859 10947 • 10312 10014 1 10222 Furniture, Fixtures and Equipment Plan scale: 3/8" =11-0" 10022 1100011 10116 10416 FF and E Plan Notes A. General Contractor to schedule with local refrigeration Contractor to conduct initial food case start -up and testing. For approved Contractor, contact vendor. B. The space is served by the municipal water and sewer system unless otherwise noted. C. All equipment and installation will meet National Sanitation Foundation standards or equivalent. D. Equipment units shall contain no exposed threads, embellishments or overhanging edges that serve as places for accumulation of dust, dirt and debris. E. Warming oven(s) shown for permitting purposes. Installation at store opening to be verified by Starbucks Construction Representative. F. Each hand washing sink will have a single service towel and soap dispenser, and all hand sinks to have a combination faucet or premixing faucet. G. See sheet 1 -601 for schedules. Sheet Notes 1. General Contractor to reverse door hinge on under counter refrigerator to left-hand swing, as shown. 2. Secure lockers to wall. 3. Place fire extinguisher in workroom per fire inspector. 4. Location of all switching. 5. Speakers to be mounted at maximum height per cutsheet. 6. See elevations for distribution of cup dispensers. 7. General Contractor to coordinate newspaper fixture ordering. Call 314 - 446 -2615 to arrange shipment of the fixture. Allow (5) day lead -time. 8. See P -111 for plumbing fixture coordination °. 0.7"rf rm, / :\f1fF NTI 0221 omsAON RECEIVED AUG 16 2011 PERMIT CENTER r 0 N N N 0 L LL Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description 3iU1 5. NOrrOIK 5t., I UKWIIa, VVA 961 btS •,) w rri E 141 Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED® AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hear! Sheet Title: Scale: FF and E Plan As indicated Sheet Number: 1 -112 a L a) ❑ crs O 0 a) 0 O co 0 a) ❑ 0 0 c 0) a) ❑ :0 O 2 a) -c ❑ Q a) U O 0 m a) a • cc 0) 0) 0 0 a) 0 O 0 0 (9 L O co rr^+ 0 a) 0 c O U a) Z 01 0 N 0 0 0 0 0_ 0 0 c 0 E O 0 L co 1) 5/31/2011 9:11:51 AM 11927 11927 Sim NOV 11927 11927 111927 O I 1119901 —►1 1 L_ oral ELM 106/2 i 4 r 3 L. 1120871 g ol 1200 41-- 111979 Or, / A z AtAA J n / • - - -- 1 119901 •1 1 1 1 1 11927 Casework Plan III■1 IMP 1 -505 Scale: 3/8" = 1' -0" Ledger angle @ wall Stainless steel leg w/ floor mounting plate. typ Surface mounted plumbing & electrical area. below counter typ. Rubber base seal to resilient floor & wall O II Typical Stainless Steel Table Section Scale: 1" = 1' -0" Casework Plan Notes A. General Contractor to notify Starbucks Construction Manager immediately if a discrepancy exists between casework shop drawings, site dimensions, casework plan or actual casework fixtures. All dimensions to be taken from designated datum point. B. Starbucks Construction Manager to coordinate and schedule casework delivery date. General Contractor to confirm casework delivery date with casework manufacturer 4 weeks and 1 week prior to scheduled date of delivery. C. Starbucks contracts directly with casework vendor to supply casework listed in casework schedule, unless otherwise noted. D. Refer to casework installation manual provided by casework vendor for complete installation instructions. E. All casework base units shall be set on 1/4" (6mm) non- absorbent plastic shims provided by casework vendor. F. See Wall Finish Plan for location, tagging, and finish schedules of applied wall treatments. G. Install oven stainless steel countertop and base cabinet with 1/2" (10mm) gap between adjacent countertops. H. See Reflected Ceiling Plan for casework soffit locations. 1. See sheet 1 -602 for schedules Sheet Notes 1. Do not caulk trash rings to countertops. Casework Plan Legend Indicates Stainless Steel' NOV 0 2 X11 RECEIVED AUG 16 2011 PERMITCENTER r r 0 N N I� V/ 0 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description 33U-1 J. NOITOIK Jt., I UKWIIa, VVH Ut5"I bt5 42 l; r 11 :m.:21.1 is; ii Ar rn 8 - z . Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Scot Hear! Checked by: 53637 -001 Special Project NA TBD Anthony Perez Sheet Title: Scale: Casework Plan As indicated Sheet Number: 1 -113 5/31/2011 9:11:52 AM 3' -8" Ceiling Panel Seams @ 4' -0" O.C. 10001 Ceiling Panel Seams @ 4' -0" O.C. 10001 N Light Fixture Typ. Ceiling Panel Seam Reflected Ceiling Plan Lower Units scale: 3/8" = 1' -0" 0 a w I 1' - 1 3/4" _ Description I 0'- 111/4" I /r I w Ig L__ 7 /2" F 2'- 1" I ___ - -- JOU-I J. INOfrOIK bt., I UKWIIa, VVH yt -I bt5 "s 1 k v mo 11i 0 s:' rrill am 1 r-n pry m + d !w- ,EVIsIi ® .1.1Gwie,— '•1 Ceiling Panel Seams @ 4' -0" O.C. 10001 Ceiling Panel Seams @ 4' -0" O.C. 10001 N Light Fixture Typ. Ceiling Panel Seam Reflected Ceiling Plan Lower Units scale: 3/8" = 1' -0" 0 Storage Reflected Ceiling Plan scale: 3/8" = 1' -0" E co M ti 0 0 0 0 0 Reflected Ceiling Plan Notes A. If required by local code, General Contractor to provide semi - recessed sprinkler heads with polished chrome escutcheons centered in Acoustical Ceiling Tile. If pendant heads are required in gypsum soffit over frontbar, conceal supply piping within soffit. General Contractor to submit sprinkler layout to Starbucks' Construction Manager for approval prior to installation. B. General Contractor to provide and locate sprinklers per local codes. Contact Starbucks Construction Manager if design intent is affected. C. Where acoustical ceiling meets wall, provide angle wall molding for reveal. Match ceiling grid color when applicable. D. Leave (10) additional retail ceiling tiles, to match retail ceiling paint color, above the workroom ceiling at manager's desk for future use. E. Provide grommet at all ceiling penetrations for fixtures or supports. F. Heating, Ventilating, and Air Conditioning (HVAC) shown for design intent only. Contact project manager if changed. G. Diffusers and returns at backbar in Acoustical Ceiling Tile to be centered in tile, painted to match adjacent finishes, typical. H. Paint all HVAC ducts, HVAC diffusers, recessed speakers and light trim rings the same color as ceiling or soffit. Typical throughout retail portion of store. I. Paint substitutions are not allowed. Use Starbucks' national account "color code" when ordering paints. See sheet 1 -602 for schedules. Sheet Notes 1. LIGHTING SCHEDULE Note: Seams for whole sheet material sealed. See E -112 for lighting schedule. See 3 / I -114a for mounting X0145 15 Abolite EPT w150 MH UE MSV YLG remote ballast. Mount under shelving. See 2 /1-503 for mounting details. -\ ■ r 077 O'.3 ,n7k. p / V,C1^.. NOV 0 2 2r n tor "kx v Y N kA A(t :P �i , RECEIVED AuG 16 2011 PERMITCENTER r 0 N N 0 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule a w I 1' - 1 3/4" _ Description I 0'- 111/4" I /r I w Ig L__ F 2'- 1" I ___ - -- Storage Reflected Ceiling Plan scale: 3/8" = 1' -0" E co M ti 0 0 0 0 0 Reflected Ceiling Plan Notes A. If required by local code, General Contractor to provide semi - recessed sprinkler heads with polished chrome escutcheons centered in Acoustical Ceiling Tile. If pendant heads are required in gypsum soffit over frontbar, conceal supply piping within soffit. General Contractor to submit sprinkler layout to Starbucks' Construction Manager for approval prior to installation. B. General Contractor to provide and locate sprinklers per local codes. Contact Starbucks Construction Manager if design intent is affected. C. Where acoustical ceiling meets wall, provide angle wall molding for reveal. Match ceiling grid color when applicable. D. Leave (10) additional retail ceiling tiles, to match retail ceiling paint color, above the workroom ceiling at manager's desk for future use. E. Provide grommet at all ceiling penetrations for fixtures or supports. F. Heating, Ventilating, and Air Conditioning (HVAC) shown for design intent only. Contact project manager if changed. G. Diffusers and returns at backbar in Acoustical Ceiling Tile to be centered in tile, painted to match adjacent finishes, typical. H. Paint all HVAC ducts, HVAC diffusers, recessed speakers and light trim rings the same color as ceiling or soffit. Typical throughout retail portion of store. I. Paint substitutions are not allowed. Use Starbucks' national account "color code" when ordering paints. See sheet 1 -602 for schedules. Sheet Notes 1. LIGHTING SCHEDULE Note: Seams for whole sheet material sealed. See E -112 for lighting schedule. See 3 / I -114a for mounting X0145 15 Abolite EPT w150 MH UE MSV YLG remote ballast. Mount under shelving. See 2 /1-503 for mounting details. -\ ■ r 077 O'.3 ,n7k. p / V,C1^.. NOV 0 2 2r n tor "kx v Y N kA A(t :P �i , RECEIVED AuG 16 2011 PERMITCENTER r 0 N N 0 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description JOU-I J. INOfrOIK bt., I UKWIIa, VVH yt -I bt5 "s 1 k v mo 11i 0 s:' rrill am 1 r-n pry m + d Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hearl Sheet Title: Reflected Ceiling Plan Scale: As indicated Sheet Number: 1 -114 9:11:52 AM e EQ EQ y EQ • r,r 1 „x. "I 0 ,� (' I . • r L111111._ ri G mm — — — — ... -j 1 H f irI I1! r' R Conduit Mount to top of horizontal channel (top lighting) Provide mounting plate between (E) structure .0 a w EQ- EQ Upper Reflected Ceiling Plan Scale: 3/8" = 1' -0" �EQ Fixture 2 Mounting Detail Scale: 1" = 1' -0" Removable art panel See electrical drawings (E) Structure Fixture 4 Mounting Detail Scale: 1 /2" = 1' -0" y6 [ E 1 I -1111 ] 0 1tC1.1,1.117t - -__ Top container Conduit Mount to top of horizontal channel (low lighting) Fixture 3 Mounting Detail Scale: 1" = 1' -0" Removable art panel See electrical drawings Removed floor area 1 1/8" (E) Structure Fixture 5 Mounting Detail Scale: 1 1/2" = 1' -0" 0 0 Sheet Notes See E -112 for lighting schedule X0149 is Abolite WIN W /50 MH UE MSV AL15 LD596 -8 (remove ballast) See 2/ I -114a for mounting details 10 See 4/ I -114a for mounting details 3' -0" 1' -4" (? Mount under deck of overhead unit iJ- ill i r�, r,' i 1c7 7 , T. Zt . -------- - - _ ALL- ----,J -6 �I O r� (.. CIf- - -,_,_,0 r 1_ �n '� _ _ _J �o of �' Date Clw —- el __r_ ' , 4 -. iL - —� Irt rd,-t1 _— 'tip p, } *r 3 IL NOV 02. 11 ' 1 i RECEIVED AUG 162011 PERMITCENTER r r 0 N N N 0 co 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record This drawing is a Design Development Document. Site specific modifications made under the responsible charge of the Architect and /or Engineer -of- Record will be required prior to using this document for Bidding, Permitting, or Construction. Revision Schedule Rev Date By Description E ca z O Q_ 112;7 REGISTERED „ ARCHITECT • ON G. GALE I Of WASii HIM ON FUL sun a < O F- a) .� 0 c ._0 E — ^U,, NW LL Q_ Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hear! Sheet Title: Upper Stoarge Container Reflected Ceiling Plan Scale: As indicated Sheet Number: I -114a J 2 a -M 0 M O i 1 I 1 i I I M1 ■ Floor Finish Plan Scale: 3/8" = 1-0" O ■ ' (E) - - IIi; I (E) Storage Floor Finish Plan Scale: 3/8" = 1' -0" Floor Finish Plan Notes A. General Contractor to install. General Contractor to supply & install workroom floor and base and install. B. All flooring and base material to be installed according to Starbucks specifications. C. Cabinet bases to be set after base installation. D. Align base transitions on whole, minimize seams. Sheet Notes 1. See plumbing for penetrations. Floor Legend Slip Resistant Resilient Sheet Goods Existing Material b 1 1 2, 8 z RECEIVED AUG 162011 PERMIT CENTER r r 0 N N 10 0 l'aj) E nL 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description N 'TI i C r rn Q 02 Tr * P n z , r • m • Store #: Project #: 53637 -001 Concept: Special Project Palette: NA Issue Date: TBD Design Manager: Anthony Perez LEED ®AP: Production Designer: Scot Hearl Checked by: Sheet Title: Scale: Floor Finish Plan As indicated Sheet Number: 1 -115 Drive Thru Wall Finish Plan IN Is_ 000 scale: 3/8" = Storage Wall Finish Plan scale: 3/8" = 1' -0" -L Brace for container impact Corner Guard Metal Corner Guard Wall Finish Plan Notes A. Workroom to be finished per local code requirements. B. Install clear corner guards as indicated. Mount at 6" (150mm) AFF. Back -paint with corresponding wall color. Adhere with clear silicone adhesive and #6 stainless steel oval head screws 3" (75mm) from ends, 12" (305mm) on center. Offset screws on either side by 1/2" (10mm) vertically. Cut corner guards to fit below chair rail at applicable locations. Do not install corner guards above chair rail. C. Install metal corner guards as indicated. Mount at 6" (150mm) AFF. Affix with #6 stainless steel oval head screws 3" (75mm) from ends, 12" (305mm) on center offset screws on either side by 1/2" (10mm) vertically. To be installed in back of house only. D. Change of paint color allowed at inside corners only. E. Refer to Interior Elevations for graphics locations. F. Refer to Casework Finish Schedule for additional information G. General Contractor to provide and install workroom wall finishes. Sheet Notes NOV 02Mi. Wall Treatment Key 000 000 Indicates Steel Scrape Guard @2' &4'AFF. P -lam: Formica color 69901 vibrant green on 112" plywood substrate shelving backer FRP: Brite White on 112 "plywood substrate shelving backer Sealed CDX 112" plywood RECEIVED AUG 16 2011 PERM1TCENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule i I i8 I II I ... By .0 000 Drive Thru Wall Finish Plan IN Is_ 000 scale: 3/8" = Storage Wall Finish Plan scale: 3/8" = 1' -0" -L Brace for container impact Corner Guard Metal Corner Guard Wall Finish Plan Notes A. Workroom to be finished per local code requirements. B. Install clear corner guards as indicated. Mount at 6" (150mm) AFF. Back -paint with corresponding wall color. Adhere with clear silicone adhesive and #6 stainless steel oval head screws 3" (75mm) from ends, 12" (305mm) on center. Offset screws on either side by 1/2" (10mm) vertically. Cut corner guards to fit below chair rail at applicable locations. Do not install corner guards above chair rail. C. Install metal corner guards as indicated. Mount at 6" (150mm) AFF. Affix with #6 stainless steel oval head screws 3" (75mm) from ends, 12" (305mm) on center offset screws on either side by 1/2" (10mm) vertically. To be installed in back of house only. D. Change of paint color allowed at inside corners only. E. Refer to Interior Elevations for graphics locations. F. Refer to Casework Finish Schedule for additional information G. General Contractor to provide and install workroom wall finishes. Sheet Notes NOV 02Mi. Wall Treatment Key 000 000 Indicates Steel Scrape Guard @2' &4'AFF. P -lam: Formica color 69901 vibrant green on 112" plywood substrate shelving backer FRP: Brite White on 112 "plywood substrate shelving backer Sealed CDX 112" plywood RECEIVED AUG 16 2011 PERM1TCENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description r 4 RI o - 5,"1 iii *P 1 A to Yg = C! i P P -74 g Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED® AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hearl Sheet Title: Scale: Wall Finish Plan As indicated Sheet Number: 1 -117 5/31/2011 9:12:03 AM Finish - Ceiling Treatment Design ID Area Description Responsibility Comments 10000 KIT 10001 KIT P -LAM GREEN ON SUBSTRATE RFP ON GWB GC GC SEAL CORNERS 4 EDGES SEAL CORNERS 4 EDGES Finish - Floor Treatment Design ID Area Description Responsibility Comments 00003 ALTRO MAXIS CALIBRE MXD25201 ALTROMASTIC 100; 72 GC Finish - Wall Base Design ID Length Description Responsibility I Comments 00009 MAX ROPPE RUBBER BASE P175 SLATE 1/8" TP 7P175 TPR RUBBER GC FORMED CORNERS Finish - Wall Treatment (Area) Design ID Area I Description I Responsibility Comments 00006 FORMICA 6901 -MC VIBRANT GREEN MICRODOT FINISH GC Finish - Wall Treatment (Length) Design ID Length I Description Responsibility Comments 00006 FORMICA 6901 -MC VIBRANT GREEN MICRODOT FINISH GC Finish - Paint Color Code Name I LRV Responsibility Comments 00010 RUBBERRED INDUSTRIAL COLOR: SELECTION SYSTEMS DK. BRWN 416 00011 RUBBERRED INDUSTRIAL COLOR: SELECTION SYSTEMS LIGHT GREY 435 CONGLOBAL CONGLOBAL Flat 50 g / L max nome flat150 g /L max required Flat 50 g / L max nome flat150 g /L max required Casework Schedule Design ID Count Description Responsibility Comments 3 00012 1 Fixed Casework - Accessories 12 Espresso Countertop Support Leg Stainless VD 11155 1 Espresso Machine Pump Mount - 10x10in VD Fixed Casework - Cabinets 11927 5 Cabinet - Upper Cubby - Variable 9in to 36in VD 11966 1 Cabinet - DT POS Cubby - 26x15x3Oin VD RZ r 11990 2 Cabinet - POS with Filler - LH - 29in VD 12007 1 Cabinet - Sink - 24in VD 12037 1 Cabinet - CBS Ice Bin with Cubby - LH - 24in VD 12087 1 Cabinet- DT Espresso with Cubby - LH - 20in VD Fixed Casework - Countertops 11979 1 Countertop - CBS Rinse Sink Solid Surface - LH - 58in VD 12125 1 Countertop - DT Espresso Ice Bin and Integral Rinse Sink Stainless - LH - 77in VD 12816 5 French Cleat - Variable 12in to 96in VD Designer To Verify Quantity. Provide Overall Length Required bU2S2- F4\; NOV 022 '31,111:GINO D1\11 1011' RECEIVED AUG 16 2011 PERMIT CENTER 0 N N N 0 v/ Lai 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description RZ r Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hear! Sheet Title: Scale: Schedules Sheet Number: 1 -602 9:11:56 AM Pavers as shown Art Panel See Mech 3nical 1 Art Panel Section 1 Scale: 3/8" =1-0" See Structural Em / 21' -0" 40' 0" 3' -0" Section 2 Scale: 3/8" =1-0" Canopy Container dikk 18' -6" Art Panel Container Hgt. 10' -0" S' Finish Floor 1' -0 1 4" Foundation 46 0' -6" G4ee 0' -0" Canopy Container 18' -6" Art Panel Container Hgt. 10' -0" Finish Floor 1' -0 4" Foundation 0' -6" Grte 0' -0" Interior Elevation Notes A. Change of paint color allowed at inside corners only. B. Refer to manufacturers' instructions shipped with artwork for installation instructions and spacing. C. Paint substitutions are not allowed. Use Starbucks' national account "color code" when ordering paints. D. Paint finishes shall be applied as follows, unless otherwise noted; - All wood and metal surfaces shall be painted Semigloss, or equal. - All accent and trim paint to be Semigloss, or equal. - All wall and ceiling paints to be Eggshell, or equal. E. See sheet 1 -601 for schedules. Sheet Notes 1. Apply FRP to all sides of chase interior behind cubbie. 2. Cup dispener(s) mounting order from left to right: 3. See enlarged restroom plan details for accessory mounting heights. CP :) /::v\ .1 "P! fl Lc,y.,,,,,,,,,..,,,„, • !I .r.„,,„,„,,,,,,,,,,,s,0,1/4,1 ,_.,,F,.._,...,______.,„7.,,•,. RECEIVED AUG 16 2011 PERMITCENTER 0 N N 10 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description JOU1 J. IVOITOIK Ji., I UKWIia, VVH Jb1 MS I c ,I = N A" Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED® AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Head Sheet Title: Scale: Interior Elevations As indicated Sheet Number: 1 -211 5/31/2011 9 :11:58 `AM 8' -0" 12' -0" 40' - 0" Art Panel (beyond) Solid End See Mechanical r Se e Me ch anical _.J 48' -0" Section 3 Scale: 3/8" = 40' - 0" 12' -0" Graphic Panel 8' -0" Graphic Panel ar ISIAIWAVAIMAPIFAIIIIIIIIIWIMAVAIIMMINIIP r /Agar 4/Arir //I/ r. /./ J. VA// /A% Agrir rAir Ai" P -lam U U O FRP `\ \ \ \ \ \ / / / / / / 47 \ / / � /� / / / / / f \ \ \ \ \ \ \ I ® Water Heater Shelf ' - 11 3/4" e/ / P -lam 1 -505 FRP FRP / \ \\\ \ El o in u r_v Si1 n — E il eh I • P -ILm - - I I ,_ , I I \ _.J 48' -0" Section 3 Scale: 3/8" = 40' - 0" 12' -0" Graphic Panel 8' -0" Graphic Panel ar ISIAIWAVAIMAPIFAIIIIIIIIIWIMAVAIIMMINIIP r /Agar 4/Arir //I/ r. /./ J. VA// /A% Agrir rAir Ai" P -lam U U O FRP •IN MI ■ V ..1.- -J •••rilid 48' - 0" _ _ _ _ J 60' -0" Section 4 Scale: 3/8" = 1' -0" Canopy Container 18' -6" Art Panel Container Hgt. 10' -0" Finish Floor 1' -0 4" Foundation 0' -6" Grie 0' -0" Canopy Container 18' -6" Container Hg t 10 ' -0 " NOV 0 2 2g11 l282 Finish Floor 1'- 01/9 Foundation 0' -6" G�ra�ie *CEIVED AUG 161011 PERMIT CENTER 0 N N N 0 N N 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule `\ \ \ \ \ \ / / / / / / 47 \ / / / \ /� / / / / / f \ \ \ \ \ \ \ •IN MI ■ V ..1.- -J •••rilid 48' - 0" _ _ _ _ J 60' -0" Section 4 Scale: 3/8" = 1' -0" Canopy Container 18' -6" Art Panel Container Hgt. 10' -0" Finish Floor 1' -0 4" Foundation 0' -6" Grie 0' -0" Canopy Container 18' -6" Container Hg t 10 ' -0 " NOV 0 2 2g11 l282 Finish Floor 1'- 01/9 Foundation 0' -6" G�ra�ie *CEIVED AUG 161011 PERMIT CENTER 0 N N N 0 N N 0. Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description Store #: Project #: 53637 -001 Concept: Special Project Palette: NA Issue Date: TBD Design Manager: Anthony Perez LEED ®AP: Production Designer: Scot Hearl Checked by: Sheet Title: Scale: Interior Elevations 3/8" = 1' -0" Sheet Number: 1 -212 5/31/2011 9:11:58 AM Switch I \ 0' - 7 1/2" N- Restroom at Door Decorative Coat hook mirror centered on door Scale: 3/8" = 1' -0" Paper towel dispenser \ \ 8' -0" 2' -6" Min l) Soap dispenser 0 6" 36" Grab bar 3' -3" Restroom at Front Restroom at Side Scale: 3/8" = 1' -0" / 2' -6" Min 3" - 3 Min / / 5' -0" Soap dispenser Grab bar 1' -3" - 1' -6" / 0' -6''' 0 0 I/ /I Lavatory clear floor space Typical Restroom Plan Scale: 3/4" = V-0" l� -4 "'- L i / / / / / I / cv 2 Unisex restroom ` Water closet signage clear floor space Grab bar Vertical Grab bar 36" Minimum Grab bar Toilet paper dispenser Seat cover dispenser Paper towel dispenser Pipe thermal shield Restroom at Sink Side Toilet paper dispenser Seat cover dispenser Scale: 3/8" = I' -0" Scale: 3/8" = I' -0" Typical Restroom Details Notes A. Details are for reference only. B. All restroom accessories mounting heights to meet American's with Disability Act requirements. C. General Contractor to verify all dimensions and notify Starbucks Construction Manager of any discrepancies prior to construction. All dimensions to be taken from designated datum point. D. Dimensions are to face of finished surface. NOV 02 2 ".7 U RECEIVED t ' v � 6 2 AUG 162011 PERMIT CENTER 0 N N 10 0 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description Store #: Project #: 53637 -001 Concept: Special Project Palette: NA Issue Date: TBD Design Manager: Anthony Perez LEED® AP: Production Designer: Scot -Hear) Checked by: Sheet Title: Scale: Design Details As indicated Sheet Number: 1 -501 \ \starbucks \dfs\ common \CoOp \Co0p206_NewConceptStore \Global Concept Design \Projects \New Concepts \Drive -Thru \Mobile DT\Design \CAD Drawings \ReclamationDT\Reclamation Drive Thru 5/31/2011 '11:56 AM Foam Sill Seal Footing See Structural Drawings Grade e 0• -e• Spray Foam Insulation in Walls 0' -6" J min. overlap Sealed resilient flooring (E) Container R -35 Rigid Insulation: 7" XPS: (3) Layers w/ Staggered Joints d °d e a Floor Section Scale: 3/4" = Steel Container Roof 2' -0" 2' -0" r n 0 2 1/2" Metal Studs, 20ga @ 24" O.C. Secured to Steel wall studs each side Roof Section Scale: 3/4" = 0' -01/4" 0' -01/4" min. min. 3' -0 1/16" AFF Hold Sealant (E) Exterior Steel Corrugation Sliding or Static Aluminum Window System L2x2 (2) Interior Plywood Panel w/ Finish Insulation typ. Storefront Window @ Sill Detail 5/8" GWB Type X w/ FRP finish Scale: 1 1/2" = 1' -0" 4 1/2" Spray Foam Insulation. (E) Exterior steel (E) Container 0'2 1X/2 Interior plywood panel w /finish Insulation typ. Steel panel clip Rubber base secured to wall & floor typ. Formed corners Wall Base Detail (E) Container Insulation as shown Scale: 1 1/2" = 1' -0" D il 8 r T -1 r r. 1r;' 0 2 2111 :011N1(71 RECEIVED AUG 16 2011 PERMIT CENTER 0 N N N 0 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description .3.3U I J. INOFTOIK Ji., I UKWIIa, VVH yti-Ibb I; M /+�7 v Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hearl Sheet Title: Scale: Design Details As indicated Sheet Number: 1-502 5/31/2011 9:11:59 AM 0' -3" 2' -0" 0' -3" // See Structural 0 \ \ N N CV 0 L3x3 Support 1/2" Expanded metal mesh finish to match art panels above (3) Removable menu boards CV 0 N L2x2 1/4" Stiffener plate w/ 3/8" bolt L3X3 0 11 2' -6" Walk - Up Menu Board Scale: 3/4" = 1' -0" 0' -4" All thread w/ adj. nut O See Structural O o\ 0 0 U, 0 0 0' - 3" 0' -2" 0 0 0 ae01111r 6' -3" 5' 0' -2" 0' Exterior Graphic Screen Scale: 3/4" = 1' -0" L3x3 Corrugated panel slope 1% min. 0' -3" T8 fluor. fixture Canopy Detail Scale: 3" = 1' -0" 2' -9" 3' -0" .ad (E) Door hinge weld to container per structural L3x3 0 0 See Structural Bolt w/ washer & nut ea. pan top & bottom Bolt w/ washer & nut Corrugated panel w/ printed graphic ,•- , -.. - �° Corrugated container metal Starbucks Wordmark 12" vinyl letters, externally illuminated L 3x3 L2x2 sides , top & bottom See Structural Concrete slab Exterior light fixture 30" vinyl logo disk, externally illuminated Monument Sign Elevation Scale: 1/2" =11-0" L2x2 frame bracing typ. (4) sides L2x2 frame I Section t94,a 0 2 Ic �.+ �j k l .�P r- p r c ,a t ra RECEWED AUG 16 2011 PERMIT CI NTl R N V+ 0 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ®AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hearl Sheet Title: Scale: Design Details As indicated Sheet Number: 1-503 H a) L 0 0 cv E 0 a) 0 C O co E 0 a) co 0) C 0 0 C 0) U) a) 0 0 0 2 L a) > L 0 0 0 C 0 0 a) z U) 0 a) a- C 0) U) 0 Q 0 C O 0 cu 0 a) 0 Q a) 0 C 0 0 a) z 1 0 0 N Q 0 0 0 Q 0 0 0 C 0 E E 0 0 -. U) 1/2" lag bolt 1/2" all thread bolt w/ washer & nut (3) 1' -2" Metal top 3 /4 "CDX substrate _ . . . . . ._ .., , . • ., . . .,.,........_. . . ... .,,,,,,......,..,.._. . . . j . , i .. 1, . .. ._ . ., . _ . ._ ._ ,_ : �`�f �j—..�""Ir7..� %. ice - -�� 1_ • ������f�j�- -f-./��;`�f Description 7, ♦O 1' -0" MC 3x5 channels tyP• X60 _ / / Stand Up Counter 3/8" marine edge @ rear edge 1" lag bolt N 0 Scale: 3" = 1' -0" (V 6' -0" ` 1\77,7, ) ') 77 rye,` V\P._R `) NOV 02 201 RECEIVED AUG 16 2011 PERMITCENTER 0 N N 0 4.) N LL Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record This drawing is a Design Development Document. Site specific modifications made under the responsible charge of the Architect and /or Engineer -of- Record will be required prior to using this document for Bidding, Permitting, or Construction. Revision Schedule Rev f �`�f �j—..�""Ir7..� %. ice - -�� 1_ • ������f�j�- -f-./��;`�f Description / / 0'- 11" N T 0 r ■iew.ii %E O O 0 0 O 3' -10" 0 0'- 11" O' -2" / 0' -2" co Z a a 6' -0" F- a) .L a c 0 cti E CU 33 U d) / ` 1\77,7, ) ') 77 rye,` V\P._R `) NOV 02 201 RECEIVED AUG 16 2011 PERMITCENTER 0 N N 0 4.) N LL Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record This drawing is a Design Development Document. Site specific modifications made under the responsible charge of the Architect and /or Engineer -of- Record will be required prior to using this document for Bidding, Permitting, or Construction. Revision Schedule Rev Date By Description co Z a a `xI» REGISTERED ARCHITECT FULTON G. GALE III SLATE Of WAS4110GTON iii N Q a a F- a) .L a c 0 cti E CU 33 U d) Store #: Project #: 53637 -001 Concept: Special Project Palette: NA Issue Date: TBD Design Manager: Anthony Perez LEED (DAP: Production Designer: Scot Hearl Checked by: Sheet Title: Scale: Design Details 3" = 1' -0" Sheet Number: 1-504 \ \starbucks \dfs\ common \CoOp \CoOp206_NewConceptStore \Global Concept Design \Projects \New Concepts \Drive -Thru \Mobile DT\Design \CAD Drawings \ReclamationDT\Reclamation Drive Thru P.rvt 5/31/2011 9:12:01 CV 0 M Co CV 0 1' -61/2" 4' -0" CV 0 3' -4" 0'- 81/2 "� Brewing Stainless Steel Table scale: 3/4" =1' -0" 4' -0" 0 1330 0 CO N 3" dia. reverse punch hole Stainless steel countertop w/ 3/4" Medex substrate 3' -31/2" 3' -4" \ 135° Stainless steel countertop w/ 3/4" Medex substrate 2'- O" 2' -0" 3" dia. reverse punch hole 2'- 21/2" 3' -4" Food Stainless Steel Table Scale: 3/4" = 1-Q1" - 2" 1' - 6 1/4" /O.' 2" -y 3'- 71/2" 0' -2 "1/ 1'- 61/4... -2., M 0 N 0 CV 0 Metal hand off counter Cr) CO CO Metal ADA hand I off counter - 0 CV 0 0 CV 0' -4 " 1'- 73/4" Walk up Hand off 3' - 10" V - 10 1/4" / Scale: 3/4" = 1' -0" \ \ 1' -91/2" / '- 61/2" 4' - 0" Stainless countertop w/ 3/4" medex substrate & s.s. splash w/ 3/8" cove. Stainless steel legs w/ floor mounting plate \ \ 0 CV 2' - 11" 1' - 1 1/4" 2'- 103/4" Brewing Stainless Steel Table Elevation CY) C') scale: 3/4" = 1' -0" in 0 T"" M co CV 7' -4" 3' -4" 2'- 21/2" 1'- 91/2" / /Stainless steel countertop w13/4" Medex substrate 2' - 11" Food Stainless Elevation scaiei 3/4" =1' -0" y,----- Stainless steel legs w/ floor mounting plate CV Co 1' -2" ilL Section @ Walk up Window scale; 3/4" = 1' -0" Container Hgt. 10' -0" Finish Floor 1'- 01/4" Foundation 0' -6" Grade 0' -0" 1179 „' 1,I''1r la NOV 02 2011 F , r r'n RECEIVED AUG 16 2011 PERMIT CENTER r 0 N N N 0 N (I) I .. LL Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record This drawing is a Design Development Document. Site specific modifications made under the responsible charge of the Architect and /or Engineer -of- Record will be required prior to using this document for Bidding, Permitting, or Construction. Revision Schedule Rev Date By Description Store #: Project #: 53637 -001 Concept: Special Project Palette: NA Issue Date: TBD Design Manager: Anthony Perez LEED ®AP: Production Designer: Scot Hearl Checked by: Sheet Title: Scale: Design Details 3/4” = 1' -0" Sheet Number: 1 -505 \ \starbucks \dfs\ common \CoOp \CoOp206_NewConceptStore \Global Concept Design \Projects \New Concepts \Drive ,Thru \Mobile DT\Design \CAD Drawings \ReclamationDT\Reclamation Drive Thru P.rvt 5/31/2011 9:12:02 AM Site Schedule Design ID Count I Description Responsibility I Comments Furniture & Accessories 10061 3 Umbrella - 120in - Logo SB SB 10074 3 Umbrella - Base - for 120in SB SB Furniture Schedule Design ID Count Description I Responsibility Comments Movable Multiple Seating 10513 12 Table - ext Bistro Round - 28in - Black Powder Coat SB Interior Doors 12149 24 Chair - ext Cafe Slatted Aluminum - Black Powder Coat SB 3 Office Equipment 10123 1 Desk - Managers Workstation - 60x30x3Oin - Almond Laminate SB 10605 1 Desk - Managers Workstation Keyboard Tray - Black Plastic SB SB 10809 1 Desk - Managers Workstation Shelves Wall Mounted - Almond Laminate SB DT Communication System Window Schedule Design ID Count I Description Responsibility Comments SEE PLAN & ELEVATION NOTES Data Device Schedule Design ID Count Door Schedule Responsibility Design ID I Count I Description Responsibility Comments Interior Doors 10007 1 Printer Manager Workstation 3 2 Door - Single Flush - 36in GC Wide Area Network Hardware Window Schedule Design ID Count I Description Responsibility Comments SEE PLAN & ELEVATION NOTES Data Device Schedule Design ID Count Description Responsibility Comments Data Networking 10002 1 Computer Manager Workstation VD 10007 1 Printer Manager Workstation VD 10019 1 Wide Area Network Hardware VD Other Equipment 10028 1 Safe - Base SB 10862 Other Special Control& Instrumentation 10012 1 DT Communication System VD 2 Public Address & Music Systems 10005 1 Music System VD 2 10076 1 Amplifier VD 2 Security & Detection Systems 10004 1 Alarm System VD Ice - Bin Drop In 95Ib 10014 2 POS - Printer VD Fridge Undercounter 2 Door - 48in Security Equipment 10009 1 Monitor - DT CCTV VD SB 10010 1 Monitor - Order Display VD 10024 1 Safe - LH - 20x18x26in SB SB Shelving 10011 1 Equipment Rack - 6ft VD Telephone Systems 10000 1 Phone 1 Line SB 10856 10001 1 Phone 2 Line SB 11066 Teller & Service Equipment 10008 3 Register Compact VD 1 10022 1 Money Counter VD 1 Vault Equipment 10029 4 I POS Bank SB 2 Specialty Equipment Schedule Design ID Count Description Responsibility Comments Bath & Toilet Accessories 10099 1 Restroom Toilet Paper Holder SB 10172 1 Restroom Seat Cover Dispenser SB 10769 1 Restroom Grab Bar Vertical - 18in SB 10859 1 Restroom Grab Bar - 48in SB 10862 1 Restroom Grab Bar - 36in SB 10977 2 Paper Towel Dispenser Full Size - Translucent Grey SB Food Service - Appliances & Equipment 10267 2 Fridge Undercounter 1 Door - 27in SB 10312 2 Brewer Soft Heat Single Warming Stand SB 10344 1 Ice - Bin Drop In 95Ib SB 10473 1 Fridge Undercounter 2 Door - 48in SB 10527 1 Ice - Bin Drop In 45Ib SB 10644 1 Ice - Machine 400lb 10672 2 DT Pastry Case Countertop Ambient - 28in SB 10724 1 Grinder Grindmaster SB 10746 1 Brewer Soft Heat Dual SB 10856 4 Brewer Soft Heat Server SB 11066 2 Espresso Machine Mastrena with Starbucks Logo SB 11083 1 Fridge Reach In 2 Door - 51x35in SB 12407 1 Oven Next Generation TurboChef SB 12508 2 Blender Quiet Model On Counter VD Office Equipment 10467 1 File Cabinet 2 Drawer VD Other Equipment 10182 1 DT Espresso Topping Rail VD 10194 2 Blender Pitcher Rinser VD 10314 1 Scale Digital with Adjustable Display Mount SB 10791 2 Cup Dispenser Grande Venti Cold Vertical SB 10947 2 Soap Dispenser Wall Mounted SB Shelving '10149 2 DT Lid shelf Wall Mounted SB 10222 1 Wire Shelf Grid at Sink SB 10416 5 Workroom Wire Shelving SB 10462 8 Workroom Wire Shelving Posts SB 10698 1 Mop Rack with 3 Holders SB 10838 1 Rolling Wire Cart for 3 Comp Sink SB Solid Waste Handling Equipment 11070 I 1 Dishwasher Sanitizer SB Graphics Schedule Design ID Count Description Responsibility Comments SEE EXTERIOR ELEVATIONS Signage Schedule Design ID Count Description Responsibility Bulb Comments Lighting Fixture Schedule SEE ELECTRICAL DRAWINGS Plumbing Fixture Schedule SEE PLUMBING DRAWINGS Mechanical Equipment Schedule SEE MECHANICAL DRAWINGS btk-Le- 'I-, ii °lr 71, -o,.� NOV 0 2 2q11 r (, r ...;,0 RECEIVED AUG 16 2011 PERMIT CENTER 0 N N V/ 0 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description Store #: Project #: 53637 -001 Concept: Special Project Palette: NA Issue Date: TBD Design Manager: Anthony Perez LEED ®AP: Production Designer: Scot Hearl Checked by: Sheet Title: Scale: Schedules Sheet Number: 1 -601 ti Accessibility sign Curbed ramp, (see enlarged detail) Painted walkway stripes (to discourage parking) Accessibility symbol painted on pavement Handicap Parking Detail Scale: 1/4" =1'-0" .■■■■711 ■ ■ ■■■■■�., - - ∎• ■ ■■■IEs►M ■ ■■■ ■■ ■Nri ■ ■ ■ ■ ■I �■ ■■■■■■ ■■��■■■ ■■■1.1 ■■■■■�•I _.i e DT\Design \CAD Drawings \ReclamationDT\Reclamation Drive Th 0 2 I- m L 0 a) U O a) z U 4--. U a) tL C C) a) 0 0- a) U C 0 �a .0 0 0 0 U) 0 U C 0 a) et Scrape Scale: l_ ommon \Co U 0 U) a- m O) BOLLARD LOCATE 5' - 6 FROM THROAT OF DT LANE ENTRY, DO NOT EXCEED 10' X \� LANE WIDTH WIRE MESH — - BACK PANEL PLANTER BOX 1 1 1 1 1 1 46" DIGITAL DISPLAY 3 "_C- CHANNEL BACKED WITH 3 "x3" TUBE CURB FRONT ELEVATION PLAN VIEW O @ Preview Board Elevation Scale: 1" = 1' -0" WIRE MESH BACK PANEL PLANTER BOX DISPLAY ENCLOSURE MOUNTING BRACKET ------------------ - - - -u- - - - -- -- -- -- -- - -- ---MINIM NM --- ------------------------- - -- I= -- ----- -- ---- -- -- - ------------------------- ------------------------- - ------------------------ - - --- ------ MOM ----- - ---- 3" C- CHANNEL 3 "x3" STEEL TUBING PLANTER BOX CURB SIDE ELEVATION 4" C- CHANNEL BACKED WITH 4 "x4" TUBE FRONT ELEVATION o� N PLAN VIEW CURB Windscreen Details Scale: 1" = SIDE ELEVATION 4" C- CHANNEL 4 "x4" STEEL TUBING PLANTER BOX w J 0 0 CV 10' -0" BAR 2 x;71$ "dia VERTICAL STEEL POLE 2 "x2" STEEL CROSS BAR Finish to match integrated order point. CLEARANCE 5' -6" 0 2' -3" PRE- SPACED VINYL LETTERING APPLIED ON SITE AS NEEDED FINISHED GRADE Scrape Bar Elevation Scale: NTS CLEARANCE BAR THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT 7R "dia x 51"L ANCHOR BOLTS EMBED 48" MIN. (4 EA.) D D D D D t� D L Description D o o c D A D. Q @ @ @ L D Windscreen Details Scale: 1" = SIDE ELEVATION 4" C- CHANNEL 4 "x4" STEEL TUBING PLANTER BOX w J 0 0 CV 10' -0" BAR 2 x;71$ "dia VERTICAL STEEL POLE 2 "x2" STEEL CROSS BAR Finish to match integrated order point. CLEARANCE 5' -6" 0 2' -3" PRE- SPACED VINYL LETTERING APPLIED ON SITE AS NEEDED FINISHED GRADE Scrape Bar Elevation Scale: NTS CLEARANCE BAR THIS DETAIL IS FOR REFERENCE ONLY. SIGNAGE SUPPLIED AND INSTALLED BY OTHERS UNDER SEPARATE PERMIT 7R "dia x 51"L ANCHOR BOLTS EMBED 48" MIN. (4 EA.) D D D D D t� D L Description D a D " D " D A D. Q D L D , D o ' o E z o (L 2137 REGISTERED ARCHITECT ..r- L\ Op. VI, G. GALE III 0 WASHINGTON Q M- Y �; t z us o . D co D D G D D D • D D Q D L D D D ' ' D D '� o. D D D D o L � � D o D • FINISHED GRADE #3 TIES (10" O.C.) #4 VERTICALS (4 EA) D NOTES: 0 0 0 1. FOOTING DEPTH MAY VARY AS PER SITE AND SOIL CONDITIONS. 2. CONCRETE RESISTANCE 3600 PSI AFTER 28 DAYS. 3. THE GROUND MUST NOT BE ALTERED AND MUST ELEVATION BE WELL DRAINED. 4. EXPECTED GROUND BEARING CAPACITY AT 3000 PS F. CLEARANCE POST PLATE OUTLINE PLAN 2' -6 "dia Scrape Bar Footing Scale: 3/8" =11-0" btkz.92., RECEIVED AUG 16 2011 PERMIT CENTER $tarbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation, which is the owner of the copyright in this work. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. Architect of Record Starbucks Coffee Company has sealed these documents per requirements of the local jurisdiction. Revision Schedule Rev Date By Description 1 07 -29 -11 SBH DIOP Addition E z o (L 2137 REGISTERED ARCHITECT ..r- FULTO STAR L —C Op. VI, G. GALE III 0 WASHINGTON Q M- Y �; t z us o 1 CO CD .70 > c" .� L. 0 C O 12 :4 --+ V co Store #: Project #: Concept: Palette: Issue Date: Design Manager: LEED ® AP: Production Designer: Checked by: 53637 -001 Special Project NA TBD Anthony Perez Scot Hearl Sheet Title: Scale: Drive -Thru Design Details As indicated Sheet Number: 1 -604 HVAC SYMBOLS LEGEND HVAC ABBREVIATIONS LANDLORD REQUIREMENTS GENERAL HVAC NOTES By ' AFF ABOVE FINISHED FLOOR LL LANDLORD AHJ AUTHORI11EST HAVING JURISDICTION LV LOW VOLTAGE APPROX APPROXIMATE MAX MAXIMUM BLDG BUILDING MECH MECHANICAL MC MECHANICAL CONTRACTOR CLG CEILING MEP MECHANICAL, ELECTRICAL CD CEILING DIFFUSER AND PLUMBING MFG MANUFACTURER CO2 CARBON DIOXIDE MIN MINIMUM DEC DEGREES NTS NOT TO SCALE DTL DETAIL DM STARBUCKS DESIGN MANAGER OSA OUTSIDE AIR DN DOWN DWG(S) DRAWING(S) PM PROJECT MANAGER EA EACH REF REFERENCE EC ELECTRICAL CONTRACTOR REQ('D) REQUIRE(D) ELEC ELECTRICAL EM EMERGENCY REV REVISION/REVISION (E) OR (EX) EXISTING RG RETURN GRILLE EXT EXTERIOR RT ROOFTOP EG EXHAUST GRILLE SHT SHEET F &I FURNISH & INSTALL SPECS SPECIFICATION(S) SF SQUARE FEET FLR FLOOR SS STAINLESS STEEL FT FOOT/FEET TEMP TEMPORARY G GAS PIPING TYP TYPICAL GC GENERAL CONTRACTOR UNO UNLESS NOTED OTHERWISE HR HOUR WH WATER HEATER HVAC HEATING, VENTILATION, WSHP WATER SOURCE HEAT PUMP AIR CONDITIONING QA PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH 1. ALL IS NEW UNLESS OTHERWISE NOTED. 2. MC SHALL VERIFY THE LOCATION OF ALL EXISTING DUCTWORK, UNITS AND MISC. PRIOR T R 0 CONSTRUCTION AND BE RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL THE FULL SCOPE OF WORK. IN ADDITION, THE MC SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, DUCTING AND HVAC UNITS WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT PREVENTS NE PROPER INSTALLATION OF THE HVAC WORK. 3. MC SHALL COORDINATE WITH THE GC TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY BECOME DAMAGED DURING THE COURSE OF WORK. 4. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF SYSTEM(S). F &I ALL COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PRO DE A COMPLETE AND OPERATING SYSTEM. 5. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY OTHER TRADES, AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN FROM FROM ACTUAL BUILDING DIMENSIONS. 6. THE MC SHALL COORDINATE HVAC WORK WITH OTHER TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL OTHER DRAWINGS. SEE ARCH. DRAWINGS FOR DIMENSIONED DIFFUSER LOCATIONS AND MOUNTING HEIGHTS WHERE EXPOSED. 7. NOTE NOT USED. 8. ALL HVAC DUCTWORK AND EQUIPMENT SHALL BE SUPPORTED FROM STRUCTURE (CONFIRM) AND NOT FROM OTHER DUCTS, PIPING, CONDUITS OR CEILING SUPPORTS. 9. NEW DUCTWORK AND EQUIPMENT SHALL NOT BE INSTALLED WHERE IT OBSTRUCTS ANY EXISTING OR NEW AREAS THAT REQUIRE ACCESS. . TYPICAL SUPPLY DUCT UP /DN INDICATES UNLINED 12" x 8" 0.0. SHEETMETAL DUCT HEATER 4 12 X 8 i (1ST FIGURE =SIDE SHOWN, 2ND FIGURE = SIDE NOT SHOWN) LANDLORD /BUILDING OWNER FOR ANY CONSTRUCTION REQUIREMENTS /SPECIFICATIONS. IF LANDLORD /BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS SPECIFICATIONS AND ADHERE TO THEM. WHERE / LANDLORD /BUILDING OWNER REQUIREMENTS ARE MORE STRINGENT THAN LANDLORD/BUILDING OWNER REQUIREMENTS OF THE SHALL GOVERN. ® LANDLORD'S SCOPE OF WORK: THE LANDLORD SHALL COMPLETE THE SCOPE 1N UP ri v— TYPICAL RETURN DUCT UP /DN o °m o cn MANUAL VOLUME DAMPER BACK DRAFT DAMPER ' ar 12 X 8 >� INDICATED 14" x 10" O.D. SHEETMETAL W/ r I V)CI.L /-�UUI CJJ. 3301 S. Norfolk St. Tukwila, WA 98168 r'�� TURNING VANES BAROMETRIC DAMPER DUCT SMOKE DETECTOR 1" SOUNDLINER (U.N.O.), 12" x 8" I.D. NET ' 4 I I + FLEXIBLE CONNECTION MOTORIZED DAMPER ill,EQUIPMENT DESIGNATION , 4:4 T THERMOSTAT C CO2 SENSOR O COMBINATION SMOKE AND FIRE DAMPER SPIN -IN TAKE -OFF AND Iii VOLUME DAMPER jilt? FLEXIBLE DUCT OF WORK AS AGREED UPON WITH STARBUCKS IN THE LANDLORD'S WORK LETTER. WHERE LANDLORD'S SCOPE OF WORK IS INDICATED CLARIFIED IN / THESE PLANS, IT SHALL BE FURNISHED AND INSTALLED AS SPECIFIED INDICATED. ANY QUESTIONS AND OR DISCREPANCIES SHALL BE / AND/OR BROUGHT TO STARBUCKS ATTENTION FOR CLARIFICATION. 12 � .NECK SIZE CD -1 I 400 I SENSOR Q UNDERCUT DOOR DESIGN CFM (WHERE APPL CABLE) RETURN AIR = OCCUPIED/UNOCCUPIED SUPPLY AIR ARROW DIFFUSER TYPE, REF. SCHEDULE RETURN /EXHAUST AIR ARROW CEILING DIFFUSER (FLOW ARROWS SHOWN MECHANICAL SHEET INDEX O I � I I INDICATE DIRECTION OF AIR FLOWS) M -001 MECHANICAL SPECIFICATIONS M -111 MECHANICAL HVAC PLAN M -112 UPPER LEVEL HVAC PLAN \ \ 4_1\1_ CEILING RETURN /EXHAUST GRILLE 1 M3.0 DETAIL MARK MECHANICAL SPECIFICATIONS AIR HANDLING EQUIP. & MATERIALS CONTROLS & OPERATION LEED SYSTEM COMMISSIONING DUCTWORK & ACCESSORIES GENERAL SPECIFICATION NOTES AIR HANDLING UNITS AIR HANDLING UNITS SHALL BE AS SPECIFIED IN THE MECH. SCHEDULE AND SHALL BE FURNISHED AND INSTALLED PER THE LANDLORD'S WORKLETTER OR GC WHERE THERE IS NO WORKLETTER. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DELIVERY, PROVIDING COMPLETE INSTALLATION INCLUDING CURBS, PIPES, VIBRATION ISOLATION AND NECESSARY ACCESSORIES, AS WELL AS PROVIDING WARRANTY. FOR COORDINATION OF DELIVERY AND SPECIFICATION CONTACT LENNOX NATIONAL ACCOUNTS, DALLAS, TEXAS (800)367-6285, CARRIER CORPORATION CUSTOMER RELATIONS, SYRACUSE, NEW YORK (800)227-7437, OR TRANE IN REDMOND, WA AT (425) 643 -4310. FILTERS PROVIDE THREE (3) SETS OF 2" MERV 6 PLEATED DISPOSABLE FILTERS FOR EACH UNIT. USE ONE SET UNTIL COMPLETION OF CONSTRUCTION. INSTALL ONE SET AT COMPLETION OF CONSTRUCTION AND DELIVER ONE SET OF FILTERS TO STARBUCKS LABELED TO DENOTE THEIR RESPECTIVE AIR HANDLING UNIT. FILTERS TO BE FARR, OR SIMILAR. EXHAUST FANS EXHAUST FAN(S) SHALL BE AS SCHEDULED AND SHALL BE FURNISHED & INSTALLED PER THE LANDLORD'S WORKLETTER OR GC WHERE THERE IS NO WORKLETTER. THE IS RESPONSIBLE FOR COORDINATING DISCHARGE LOCATION WITH NEW AND EXISTING VENTS AND INTAKES, PROVIDING COMPLETE INSTALLATION INCLUDING DUCTWORK FROM RESTROOM GRILLE TO UNIT AND NECESSARY ACCESSORIES, AND PROVIDING FROM COORDINATE TO UNIT WITH OTHER CONTRACTORS. CONTROL WIRING THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL CONTROL WRING IN CONDUIT NECESSARY FOR THE COMPLETE AND PROPER OPERATING TEMPERATURE CONTROL SYSTEM INCLUDING ALL MODES OF OPERATION AND INTERLOCKS. THERMOSTAT - THERMOSTATS SHALL BE HONEYWELL PROGRAMMABLE T 7351E WITH REMOTE ROOM SENSORS) 17770 FURNISHED AND INSTALLED PER SCHEDULE. ONE THERMOSTAT AND SENSOR SHALL BE PROVIDED FOR EACH AIR HANDLING UNIT. MOUNT THERMOSTAT(S) AND ROOM SENSOR(S) IN LOCATIONS INDICATED ON DRAWINGS. MECHANICAL AL CONTRACTOR SHALL PROVIDE THERMOSTAT AND ROOM " SENSOR IDENTIFICATION LABELS WITH 1 /8 HIGH BLACK LETTERS PRINTED ON DURABLE CLEAR STICKER LABELS (E.G. "RTU -1 : WORKROOM" AND "RTU -2 : " CUSTOMER AREA") THERMOSTAT SETUP INSTRUCTIONS PROVIDE THE FOLLOWING SETUP: 1. FOLLOW INSTRUCTIONS IN THE MANUAL WHICH COMES WITH THE THERMOSTAT. ADDITIONAL INFORMATION AVAILABLE FROM HONEYWELL . INC., HOME AND BUILDING CONTROL DIVISION. 2. SET DIP SWITCHES AND JUMPERS AS FOLLOWS: A DEGREES F DISPLAY B 12 HOUR CLOCK CONTINUOUS FAN OPERATION IN OCCUPIED MODE D DISABLE KEYBOARD PROGRAMMING E CUT JUMPER IF UNIT IS A HEAT PUMP 3. SET CLOCK AND DAY. 4. SET TO DISPLAY CURRENT TEMPERATURE. 5. SET OCCUPIED START TIME AT 1/2 HOUR BEFORE OPENING. SET UNOCCUPIED START TIME AT 1/2 HOUR AFTER CLOSING. VERIFY HOURS WITH STORE MANAGER OR CONSTRUCTION MANAGER. 6. SET POINTS SHALL BE AS FOLLOWS: OCCUPIED UNOCCUPIED HEATING 68 deg F 60 deg F COOLING 73 deg F 80 deg F 7. SET UN- OCCUPIED OVER -RIDE TO 3 HOURS. 8. SET OCCUPIED OVERRIDE FUNCTION TO PROVIDE THE FOLLOWING SET POINT OVERRIDES: HEATING +2deg F COOLING -2deg F EXHAUST FANS RESTROOM EXHAUST FAN(S) TO BE OPERATED IN CONJUNCTION WITH STORE HOURS (UNLESS OTHERWISE NOTED /APPROVED). FAN TO BE CONTROLLED BY TIMECLOCK (COORD. W/ ELEC.). CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING SHEETMETAL DUCTWORK ALL DUCTWORK SHALL BE RIGID SHEETMETAL CONSTRUCTED FROM GALVANIZED SHEET ND STEEL IN ACCORDANCE WITH SMACNA LOW VELOCITY Y DUEX CONSTRUCTION STANDARDS. FIBERGLASS DUCTBOARD IS NOT ALLOWED. ALL EXPOSED DUCTWORK SHALL BE ROUND, FLAT OVAL, SPIRAL, OR RECTANGULAR LOCK -SEAM TYPE, AS SHOWN ON HVAC PLAN. ASSEMBLE AND INSTALL DUCTWORK IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICE FOR ACHIEVING AIR TIGHT (5% LEAKAGE) AND NOISELESS (NO OBJECTIONABLE NOISE SYSTEMS, CAPABLE OF PERFORMING EACH ) INDICATED SERVICE. FURNISH ALL REQUIRED DAMPERS, TRANSITIONS, CONNECTIONS TO AIR TERMINALS, AND OTHER ACCESSORIES NECESSARY FOR A COMPLETE OPERATING SYSTEM. NO VARIATION OF DUCT CONFIGURATION OR SIZES WILL BE PERMITTED EXCEPT BY PERMISSION FROM THE ENGINEER. FLEXIBLE DUCTWORK FLEXIBLE DUCT WORK SHALL ONLY BE INSTALLED AS SHOWN IN PLAN. FLEXIBLE DUCTWORK SHALL BE PULLED TAUT AND APPROPRIATELY FASTENED TO RIGID BRANCH DUCT & DIFFUSER. BENDS SHALL BE MINIMIZED AND WHERE NEEDED BE A FULL RADIUS BEND. SUPPORT BANDS SHALL BE INSTALLED SO AS TO NOT CRIMP FLEX DUCT. FLEXIBLE DUCTWORK SHALL BE UL 181 LISTED AS A CLASS 1 AIR DUCT. DUCT SEALANT SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS WITH A NON- HARDENING, NONMIGRAl1NG MASTIC OR LIQUID ELASTIC SEALANT OF A TYPE RECOMMENDED BY THE MANUFACTURER FOR SEALING JOINTS AND SEAMS IN SHEET METAL DUCTWORK. COVER ALL FIELD JOINTS, JOINTS AROUND SPIN -IN FITTINGS AND FASTENING SCREWS WITH MASTIC. SUPPORTS PROVIDE HOT - DIPPED GALVANIZED STEEL, FASTENERS, ANCHORS. RODS, STRAPS, TRIM, AND ANGLES FOR SUPPORT OF DUCTWORK. DAMPERS FURNISH AND INSTALL OPPOSED- BLADE, MUL11 -LEAF VOLUME CONTROL DAMPERS WHERE INDICATED ON DRAWINGS AND AT POINTS ON LOW PRESSURE SUPPLY, RETURN AND EXHAUST DUCTS WHERE BRANCHES ARE TAKEN FROM LARGER DUCTS. PROVIDE UL LISTED FIRE DAMPERS AND /OR COMBINATION FIRE SMOKE DAMPERS WHERE NEEDED AND IN ACCORDANCE WITH NFPA AND LOCAL CODES. COORDINATE WITH GC AND ELECTRICAL FOR FIRE ALARM INTERFACE AND POWER. PROVIDE CONVENIENTLY LOCATED ACCESS DOORS OF AMPLE SIZE AND QUANTITY FOR SERVICING THE DAMPERS. WHERE REQUIRED BY CODE OR AHJ, F &I MOTORIZED DAMPERS FOR OSA (NOT NECESSARILY SHOWN). DAMPER AIR LEAKAGE MOTORIZED AND NON - MOTORIZED DAMPERS USED FOR OUTSIDE AIR INTAKES, EXHAUST & RETURN OUTLETS (INCLUDING THOSE WITHIN HVAC EQUIPMENT) SHALL HAVE A MAXIMUM AIR LEAKAGE VALUE PER THE ENERGY CODE WHEN TESTED PER AMCA STD 500 GRILLES, REGISTERS & DIFFUSERS GRILLES, REGISTERS AND DIFFUSERS SHALL BE MANUFACTURED BY TITUS AND SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. DIFFUSERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS AND SCHEDULES. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND PROPER INSTALLATION IN THE TYPE OF WALLS AND CEILINGS USED IN THIS PROJECT. THERMAL INSULATION PROVIDE EXTERNAL THERMAL INSULATION WITH AN INTEGRAL VAPOR BARRIER FACING OF SUFFICIENT THICKNESS TO MEET LOCAL, STATE ENERGY CODE, AND A.H.J. REQUIREMENTS. PROVIDE INSULATION ON EXHAUST AND OUTSIDE AIR DUCTS, AND. ON CONCEALED PORTIONS OF SUPPLY AND RETURN AIR DUCTS. DO NOT INSULATE EXPOSED DUCTWORK WITHIN THE SPACE (UNLESS REQUIRED BY A.H.J.) AND AND PORTIONS OF DUCTWORK THAT ARE INTERNALLY UNED. THERMAL ) INSULATION TO COMPLY WITH AN NFPA FLAME SPREAD OF 25 OR LESS, AND SMOKE DEVELOPED NO GREATER THAN 50. INSULATE DUCTWORK ON ROOF PER CODE. IF ANY OF THE ABOVE IS CONTRARY TO THE REQUIREMENTS OF THE A.H.J., INSTALL PER A.H.J. ACOUSTIC DUCT LINER UNLESS OTHERWISE INDICATED ON THE PLANS, F &I 1" GLASS FIBER ACOUSTICAL DUCT LINER ON SUPPLY AND RETURN DUCTWORK WITHIN 10 FEET OF THE DISCHARGE AND INTAKE OF AIR HANDLING UNITS. INCREASE DUCT SIZED INDICATED ON PLANS 2" IN EACH DIMENSION TO ACCOMMODATE LINER. LINER SHALL BE FASTENED TO DUCT WITH MECHANICAL LINER FASTENERS IN ACCORDANCE WITH SMACNA. NOTE: "CONTRACTOR" MEANS "MECHANICAL CONTRACTOR" L CONTRACTOR WHEN REFERENCED ANYWHERE IN THE MECHANICAL CONSTRUCTION DOCUMENTS UNLESS WORK AND EQUIPMENT HAS BEEN COORDINATED BETWEEN THE MECHANICAL AND GENERAL CONTRACTORS TO BE PROVIDED BY OTHERS. "NEEDED", "PROVIDE ", AND "INSTALL" MEANS ALL ITEMS CALLED OUT IN THE CONTRACT DOCUMENTS AND ANY ADDITIONAL ITEMS NOT CALLED OUT BUT REQUIRED TO MAKE A COMPLETE AND OPERATIONAL SYSTEM. SCOPE THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE MECHANICAL WORK. PERMITS AND FEES THE MECHANICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE MECHANICAL SCOPE OF WORK. WARRANTY THE MECHANICAL CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) ( ) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY ARCHITECT AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. CODES STATE AND LOCAL IN ACCORDANCE WITH AHJ. ALL WORK MECHANICAL CODE, / SHALL ALSO BE IN COMPLIANCE WITH BUILDING OWNER'S CRITERIA. IN CASE OF CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, CODES, ORDINANCES, AND AHJ, THE MOST STRINGENT STANDARD (IN THE OPINION OF THE ENGINEER) SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE, AHJ, DRAWINGS, AND SPECIFICATIONS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ARL, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE, NFPA, OTHER APPLICABLE AGENCIES AND AHJ AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. bli....„16.ezeii. Fp6 ,per 4p �I/1 • '�� ji Rib �44�/ �c Lot O ��rkb x: .::': • % E1R (° v" , RECEIVED = AUG 16 2011 1 f �!'�: ',; , '`' PERMIT CENTER " +? 4' ' 'i Xi, �a CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1) SUPPORT STARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; 2) PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CXA; 3 CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC HOT WATER GENERATION HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST � � � FANS, HVAC CONTROLS, LIGHTING CONTROLS, AIR CURTAINS, BUILT -IN REFRIGERATION EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. B. CONTRACTORex SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. C. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE, AND ACCESSIBLE TO STARBUCKS CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION VERIFICATION. D. INSTALLATION VERIFICATION SHALL BE PERFORMED BY STARBUCKS' CXA. CONTRACTOR SHALL SUPPORT STARBUCKS CXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED CORRECTLY. E. CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR DEFECTS DISCLOSED BY THE INSTALLATION VERIFICATION PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. F. ALL HVAC EQUIPMENT SHALL BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, ADJUSTING AND BALANCE AGENT (SEE TESTING, ADJUSTING AND BALANCING) AFTER THE SYSTEM IS VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT DHLY OPERA IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. DELIVERABLEST E : PRELIMINAAARYY CE , WRITTEN TESTING AND AIR BALANCE REPORT CONFORMING TO THE REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE INFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXA IMMEDIATELY UPON COMPLETION OF THE WORK. G. CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL PERFORMANCE TESTING PRIOR TO STARTING TESTING. CONTRACTOR SHALL.. OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATION THE CORRECT OPERATION OF EQUIPMENT, RESPONSE OF SENSORS, AND PROPER EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES; INCLUDING BUT NOT LIMITED TO, AIR MOVEMENT, TEMPERATURE, SOUND, AND CONTROL RESPONSE. PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE, OR QTHER SUPPORT AS NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA WILL RECORD THE EQUIPMENT OPERATION AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, AIR HANDLING UNITS, LIGHTING CONTROLS, ETC. DELIVERABLES: PROVIDE COMPLETED COPIES OF ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURERS' FORMS, TO THE STARBUCKS CXA. H. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. I. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND ALL RE- TESTING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESULTS. J. CONSTRUCTION AND POST CONSTRUCTION TESTING: ADDITIONAL TESTING MAY BE REQUIRED BY LEED AND OTHER PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT, DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBUCKS CXA. TESTING ADJUSTING BALANCING MECHANICAL CONTRACTOR OR AN INDEPENDENT AIR BALANCE CONTRACTOR (HIRED BY MECHANICAL CONTRACTOR) SHALL ACCURATELY BALANCE THE AIR & HYDRONIC (WHERE APPLICABLE) SYSTEMS TO PROVIDE AIR & WATER QUANTITIES (WHERE APPLICABLE) INDICATED ON THE DRAWINGS AND IN THIS-SPECIFICATION. . WHERE QUANTITIES ARE NOT INDICATED BALANCE PER INDUSTRY STANDARD TO PROVIDE A PROPERLY WORKING SYSTEM. OPERATE AUTOMATIC CONTROLS SYSTEM AND VERIFY SET POINTS. A NEBB OR AABE CERTIFIED SUPERVISOR SHALL BE IN CHARGE OF WORK. SUBMIT TWO (2) COPIES OF THE BALANCE REPORT TO THE ENGINEER FOR APPROVAL. INCLUDE A COPY OF THE BALANCE REPORT AS APPROVED BY THE ENGINEER WITH APPLICATION FOR FINAL CONTRACT PAYMENT. ° {�� 7e/ <-3v -Z // Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING LL6 111 AVE. C SUITE 104, SNOMOMISH, 98290 PH: 3608634877 Ni: 4256099 rensch.engineering@comcast.net Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Bill Bennecker Drawn by: Robert W. Rea Checked by: Chris Rensch Sheet Title: Scale: Mechanical Specifications Sheet Number: M -001 Revision Schedule Rev Date By Description r I V)CI.L /-�UUI CJJ. 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Bill Bennecker Drawn by: Robert W. Rea Checked by: Chris Rensch Sheet Title: Scale: Mechanical Specifications Sheet Number: M -001 20X10 UP O (24X14 OD) 30X30 ACCESS (COORD. W /GC) SIDE WALL VENT CAP STORAGE UNIT HVAC PLAN tiZ X0101 24X12 1200 12 8X8 EXHAUST TO UPPER LEVEL 24X12 RETURN TO UPPER LEVEL 20X10 UP (24X14 OD) X0106 GENERAL HVAC NOTES HVAC PLAN KEY NOTES 0 ALL IS NEW UNLESS NOTED OTHERWISE. O INSULATE DUCTWORK PER CODE AND SPEC REQUIREMENTS ON M -001 (ALL NOT SHOWN). COORD. CLEARANCE REQUIREMENTS FOR ADDED INSULA11ON. O SEE ARCH. SHEETS FOR PAIN11NG AND COLORS FOR ALL EXPOSED DUCT WORK, DIFFUSERS, GRILLES, ETC. 30X30 ACCESS (COORD W /GC) X0102 8X8 AIR XFER TO UPPER LEVEL 24X12 24X12 RETURN TO UPPER LEVEL HVAC PLAN VV 12 X0104 22X22 22X22 PRESSURE RELIEF TO UPPER LEVEL 0 COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL MECHANICAL EQUIPMENT. INSULATE DUCT WITH 2" LINER. NOTE NOT USED. WALL MOUNTED THERMOSTAT FOR HVAC UNIT AT 60" AFF. THERMOSTAT SHALL BE 7 -DAY PROGRAMMABLE WITH NIGHT SETBACK AND A MINIMUM 5 DEGREE DEADBAND. CONFIRM HEIGHT COMPLIES WITH BARRIER FREE, AND ALL OTHER LOCAL REQUIREMENTS. REMOTE TEMPERATURE SENSOR AT CEILING. MANUAL BALANCE DAMPER (TYPICAL). MOUNT INLINE EXHAUST FAN TIGHT TO CEILING. FAN TO RUN CONTINUOUSLY. O MULTIPLE THERMOSTATS SHALL BE STACKED IN A VERTICAL CONFIGURATION WITH A MINIMUM 8" CLEARANCE BELOW EACH THERMOSTAT. 0 0 O Note: The General Contractor Shall Furnish, Permit & Install The Below Equipment. Equipment Schedule I IL Description Comments RTU -1 —BDD X0106 8X8 It I I - 70 EF -1 1 X0106 8X8 EF -2 I Inline Exhaust Fan w /Damper 140 3 Vertical MN Supply Grille STORAGE UNIT HVAC PLAN tiZ X0101 24X12 1200 12 8X8 EXHAUST TO UPPER LEVEL 24X12 RETURN TO UPPER LEVEL 20X10 UP (24X14 OD) X0106 GENERAL HVAC NOTES HVAC PLAN KEY NOTES 0 ALL IS NEW UNLESS NOTED OTHERWISE. O INSULATE DUCTWORK PER CODE AND SPEC REQUIREMENTS ON M -001 (ALL NOT SHOWN). COORD. CLEARANCE REQUIREMENTS FOR ADDED INSULA11ON. O SEE ARCH. SHEETS FOR PAIN11NG AND COLORS FOR ALL EXPOSED DUCT WORK, DIFFUSERS, GRILLES, ETC. 30X30 ACCESS (COORD W /GC) X0102 8X8 AIR XFER TO UPPER LEVEL 24X12 24X12 RETURN TO UPPER LEVEL HVAC PLAN VV 12 X0104 22X22 22X22 PRESSURE RELIEF TO UPPER LEVEL 0 COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL MECHANICAL EQUIPMENT. INSULATE DUCT WITH 2" LINER. NOTE NOT USED. WALL MOUNTED THERMOSTAT FOR HVAC UNIT AT 60" AFF. THERMOSTAT SHALL BE 7 -DAY PROGRAMMABLE WITH NIGHT SETBACK AND A MINIMUM 5 DEGREE DEADBAND. CONFIRM HEIGHT COMPLIES WITH BARRIER FREE, AND ALL OTHER LOCAL REQUIREMENTS. REMOTE TEMPERATURE SENSOR AT CEILING. MANUAL BALANCE DAMPER (TYPICAL). MOUNT INLINE EXHAUST FAN TIGHT TO CEILING. FAN TO RUN CONTINUOUSLY. O MULTIPLE THERMOSTATS SHALL BE STACKED IN A VERTICAL CONFIGURATION WITH A MINIMUM 8" CLEARANCE BELOW EACH THERMOSTAT. 0 0 O Note: The General Contractor Shall Furnish, Permit & Install The Below Equipment. Equipment Schedule Design ID Count Description Comments RTU -1 1 Package Horizontal Discharge Heat Pump (With Electric Backup Heat) Carrier 50EZ- A36 -5, 3.0 Ton Nom. Capacity, 1200 CFM @ 0.8 ESP MAX., 208/30, MCA =36.5, MOCP =40, 3.8 KW HEATER, SEER =13.5, 7.7 HSPF, Unit Weight = 340 LBS, R41 OA, MicroMetl Economizer w /Filter Rack, RTU -2 1 Package Horizontal Discharge Heat Pump (No Electric Heat Needed) Carrier 50EZ- A36 -5, 3.0 Ton Nom. Capacity, 1200 CFM @ 0.8 ESP MAX., 208/30, MCA =23.5, MOCP =30, SEER =13.5, 7.7 HSPF, Unit Weight = 340 LBS, R410A, MicroMetl Economizer w /Filter Rack, EF -1 1 Inline Exhaust Fan w /Damper Fan - Greenheck SQ -80 -G With SCR Speed Controller (w /Backdrafter Preventer) 130 CFM @ 0.375" ESP Min. EF -2 1 Inline Exhaust Fan w /Damper Fan - Greenheck SQ -80 -D With SCR Speed Controller (w /Backdrafter Preventer) 210 CFM @ 0.375" ESP Min. HVAC Schedule Design ID I Count I Description I Responsibility I Comments ZONE AREA (Az) T -1 2 Thermostat w /Sensor GC Thermostat - Honeywell T7351 F Sensor - Honeywell T7770 X0100 1 Vertical Mt'd Supply Grille GC Titus 300RL - 27x8, 29x10 Face X0101 1 Vertical Mfd Supply Grille GC Titus 300RL - 8x8, 10x10 Face X0102 3 Vertical MN Supply Grille GC Titus 300RL - 18x8, 20x10 Face X0103 1 Surface Mt'd Transfer Grille GC Titus 350RL - 8x8, 10x10 Face X0104 1 Surface Mt'd Relief Grille GC Titus 350RL - 22x22, 24x24 Face X0105 2 Lay -in Mt'd Return Grille GC Titus 350RL - 24x12, 26x14 Face X0106 3 Surface Mt'd Exhaust Grille GC Titus 350RL - 8x8, 10x10 Face b1 28Z VENTILATION AIR CALCULATION (BASED ON THE 2009 IMC WITH STATE AMENDMENTS AND ASHRAE STANDARD 62.1) MARK AREA SERVED OCCUPANCY CATEGORY ZONE AREA (Az) OCCUPANCY DENSITY (P /1000 SF) ZONE POPULATION (Pz) OUTDOOR AIR CFM PER PERSON (Rp) OUTDOOR AIR CFM PER SF (Ra) ZONE AIR EFFEC11VNESS (Ez) UNIT MIN. OUTDOOR AIR (CFM) R1U -1 BAR KITCHEN 160 20 3 7.5 0.12 0.8 85 RTU -2 WORKROOM KITCHEN 195 20 3 7.5 , 0.12 0.8 95 NOTES: 1. HVAC UNITS SHALL BE BALANCED TO PROVIDE THE MINIMUM OUTDOOR AIR QUANTITIES INDICATED. RESTROOM EXHAUST CALC. (BASED ON THE 2009 IMC WITH STATE AMENDMENTS) MARK AREA SERVED NUMBER OF WC'S/ URINALS CFM PER WC/ URINAL TOTAL MIN. EXHAUST CFM PROPOSED EXHAUST CFM EF -1 RESTROOMS 1 50 50 130 RECEIVED AUG 16 2011 PERMITCENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH EN®INEERIN® uc 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 380.8634677 M: 425-9494099 rensch.eng i neering©comcast.net Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Bill Bennecker Robert W. Rea Chris Rensch Sheet Title: Scale: Mechanical HVAC Plan Sheet Number: M -111 Revision Schedule Rev Date By Description I I oJe(L ruui cam. 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Bill Bennecker Robert W. Rea Chris Rensch Sheet Title: Scale: Mechanical HVAC Plan Sheet Number: M -111 20X10 DOWN (24X14 OD) 24X12 DOWN (28X16 OD). OFFSET AS NEEDED ECONOMIZER AIR INTAKE HOOD BOTTOM OF CONTAINER IS OPEN ACCESS PANEL COORD. W /GC REMOVABLE NETTING (COORD. W /GC) 20X10 DOWN (24X14 OD) 24X12 DOWN (28X16 OD). OFFSET AS NEEDED ECONOMIZER AIR INTAKE HOOD SIDE WALL VENT CAP ACCESS PANEL (COORD. W /GC) 8X8 DN 22X22 PRESSURE RELIEF 0 8X8 DOWN (AIR XFER TO RESTROOM) RTU2 END OF CONTAINER COVERED WITH EXPANDED STEEL TO ALLOW AIR TRANSFER & REMOVABLE TO ALLOW UNIT REPLACEMENT. (COORD. W /GC) (TYP.) 8 "0 1 L BOTTOM OF CONTAINER IS OPEN UPPER LEVEL HVAC PLAN 0 1 2 3 4 8 12 REMOVABLE NETTING (COORD. W /GC) GENERAL HVAC NOTES HVAC PLAN KEY NOTES OA ALL IS NEW UNLESS NOTED OTHERWISE. O INSULATE DUCTWORK PER CODE AND SPEC REQUIREMENTS ON M -001. COORDINATE CLEARANCE REQUIREMENTS FOR ADDED INSULATION. 0 SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ALL EXPOSED DUCT WORK, DIFFUSERS, GRILLES, ETC. 0 COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER CONNECTION TO ALL MECHANICAL EQUIPMENT. l: HVAC UNIT LOCATION SHALL BE FIELD VERIFIED & COORDINATED WITH CONTAINER VENDER & MANUFACTURES REQUIRED CLEARANCES. INSTALL NEW UNIT ON VIBRATION ISOLATOR SUPPORTS (SEE MECHANICAL SECTION). EXPOSED DUCT WITH 2" INSULATION LINER PER CODE. 0 0 0 0 0 NOTE NOT USED. NOTE NOT USED. NOTE NOT USED. SUSPEND INLINE EXHAUST FAN. INTERLOCK EXHAUST FAN CONTROL W /11MECLOCK TO RUN FAN CONTINUOUSLY DURING OCCUPIED MODE (COORD W /EC). O8 NOTE NOT USED. O9 F &I LOW VOLTAGE WRING, TRANSFORMER AND INTERIIE TO EF -1 TO OPEN WHEN FAN IS RUNNING. COORD W /EC FOR 120V POWER (NOT SHOWN). 10 F &I LOW VOLTAGE MOTORIZED DAMPER, LOW VOLTAGE WIRING, TRANSFORMER AND INTERTIE TO RTU -1 & RTU -2 TO OPEN IF ANY UNITS ECONOMIZER CONTROLS ARE ACTIVATED. COORD. W /EC FOR 120V POWER (NOT ALL SHOWN). EXPANDED STEEL COVERING OPENING CONDENSER FAN ACCESS PANEL (CONFIRM REQUIRED SIZE) SLOPE BOTTOM FOR DRAINAGE HVAC UNIT DRIP PAN UNDER ENTIRE UNIT DRAINED TO INTERIOR DRAIN ( COORD. W /PC) VIBRATION ISOLATORS (TYP ) FULL UNIT SIZE ROOF OPENING (N48 "X36 ") SEAL WATER TIGHT (COORD. W /GC) FULL UNIT SIZE DUCT TO ROOF (N47 "X36 ") FULL SIZE CONDENSER FAN OPENING DISCHARGE COLLAR CONNECTION (SEAL TO UNIT WATER TIGHT W /GASKET) NOTE: VERIFY DIMENSION OF ACTUAL BOX CONTAINER AS NEEDED. SIDE DISCHARGE SUPPLY AND RETURN. DUCT MOUNTED TIGHT TO CEILING MECHANICAL SECTION " 12 GRADE N1-0-192. RECEIVED AUG 16 2011 PERMIT CENTER :PPESl® -3 2/1 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCH EN®INEERINO 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 860.86858677 M: 425. 9496099 re nsch.e ng i n eeri ng@comcast. net Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Chris Rensch Yumi Roth Chris Rensch Sheet Title: Scale: Upper Level HVAC Plan Sheet Number: M -112 Revision Schedule Rev Date By Description riumuL HUUIt55: 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Chris Rensch Yumi Roth Chris Rensch Sheet Title: Scale: Upper Level HVAC Plan Sheet Number: M -112 TELEPHONE SYSTEM NOTES: SECURITY SYSTEM NOTES ELECTRICAL ABBREVIATIONS ELECTRICAL LEGEND LEED SYSTEM COMMISSIONING Description A GENERAL CONTRACTOR SHALL CONTACT STARBUCKS GLOBAL NETWORK O OPERATIONS CENTER (GNOC) PRIOR TO BEGINNING CONSTRUCTION TO ORDER TELEPHONE LINES. © REPORT ANY TELEPHONE INSTALLATION ISSUES IMMEDIATELY TO STARBUCKS GLOBAL NETWORK OPERATIONS CENTER (GNOC) VIA EMAIL: GNOC®STARBUCKS.COM. © CONFIRM PRIOR TO BEGINNING CONSTRUCTION THAT LANDLORD HAS O FURNISHED AND INSTALLED (1) 1 CONDUIT INCLUDING PULL STRING FROM THE TELEPHONE POINT OF PRESENCE TO THE STARBUCKS WORKROOM. NOTIFY STARBUCKS CONSTRUCTION MANAGER (SEE SHEET G1.0) IMMEDIATELY IF CONDUIT AND PULL STRING ARE NOT INSTALLED. D ALL TELEPHONE NETWORK CABLING IS THE SCOPE OF WORK OF THE O / TELEPHONE /NETWORK CABLING VENDOR AND THE SECURITY SYSTEM VENDOR. TELEPHONE /NETWORK CABLING VENDOR SHALL BE SCHEDULED SUCH THAT CABLING IS COMPLETE PRIOR TO ARRIVAL OF SECURITY SYSTEM VENDOR. 0 GENERAL CONTRACTOR SHALL SCHEDULE ON -SITE WORK PERFORMED BY THE TELEPHONE /NETWORK CABLING VENDOR AND THE SECURITY SYSTEM THE LEPHONE /NETWORK CABLING VENDOR SHALL BE TELEPHONE/NETWORK SCHEDULED SUCH THAT CABLING IS COMPLETE PRIOR TO ARRIVAL OF THE SECURITY SYSTEM VENDOR. 0 STARBUCKS SECURITY FOR TO FOR ALL SCHEDULE CONTRACTS DIRECTLY WITH SECURITY VENDOR TO SUPPLY & INSTALL THE SYSTEM. CONTRACTOR TO SCHEDULE INSTALLATION OF SECURITY SYSTEM TWO TIMES, ROUGH -IN PRIOR TO DRYWALL INSTALLATION AND FINAL TRIM PRIOR STORE TURNOVER, SECURITY VENDOR REQUIRES A MINIMUM TWO WEEKS LEAD TIME EACH INSTALLATION. SECURITY VENDOR WILL COORDINATE REGIONAL INSTALLERS. ADDITIONAL EXPENSES INCURRED DUE TO THE CONTRACTORS FAILURE TO ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. SECURITY VENDOR AFF ABOVE FINISHED FLOOR LANDLORD AHJ AUTHORITIES HAVING JURISDICTION APPROX APPROXIMATE LV LOW VOLTAGE BLDG BUILDING MAX MAXIMUM CLG CEIUNG MECH MECHANICAL CKT CIRCUIT MC ' MECHANICAL CONTRACTOR CONST CONSTRUCTION MDP MAIN DISTRIBUTION PANEL CW COLD WATER MEP MECHANICAL ELECTRICAL CM STARBUCKS CONST. MANAGER AND PLUMBING DL LIGHTS W /IN DAYLIGHT ZONE MFG, MANUFACTURER DEG DEGREES MIN MINIMUM DTL DETAIL NL NIGHTLIGHT DM STARBUCKS DESIGN MANAGER NTS NOT TO SCALE OCP OVERCURRENT PROTECTION DN DOWN PM PROJECT MANAGER DWG(S) DRAWINGS) EA EACH REF REFERENCE EC ELECTRICAL CONTRACTOR REQ(D) REQUIRE(D) ELEC ELECTRICAL REV REVISION/REVISION EM EMERGENCY SHT SHEET SPECS SPECIFICATIONS (E) OR (EX) EXISTING O EXT EXTERIOR SF SQUARE FEET EG EXHAUST GRILLE SS STAINLESS STEEL F &I FURNISH & INSTALL TEL TELEPHONE FLR FLOOR TEMP TEMPORARY FOOT/FEET TYP TYPICAL FT FOOT FEET GC GENERAL CONTRACTOR UNO UNLESS NOTED OTHERWISE GFCI GROUND FAULT CIRCUIT WH WATER HEATER INTERRUPTER WP WEATER PROOF GND GROUND HR HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING HW HOT WATER $$$ $ $ 3 K SWITCH O JUNCTION BOX THREE WAY SWITCH ® L.A.N. RECEPTACLE MOTION (OCCUPANCY) RECEPTACLE; SEE E -002 COMMISSIONING NOTES. ENERGY CODE CALCULATIONS SENSOR SWITCH 110 DUPLEX RECEPTACLE: KEYED SWITCH 3 110 DEDICATED DUPLEX FI RECEPTACLE: SWITCHBANK Q GFI DUPLEX TELEPHONE RECEPTACLE: 110 QUAD RECEPTACLE: SEE SEPARATE FORMS FOR ENERGY CODE COMPLIANCE. THE DIEBOLD COMPANY CONTACT: STARBUCKS PROJECT MANAGEMENT TEAM PHONE: 206 318 6688 EMAIL: DOCC.STARBUCKSODIEBOLD.COM L1 • T Qs POS / DATA LINE NOTES LANDLORD REQUIREMENTS 0 DATA CABLING REFERENCED IN THIS SECTION IS SEPARATE FROM THE TELEPHONE AND T -1 CIRCUITS IC) STARBUCKS CONTRACTS DIRECTLY WITH THE DATA CABLING VENDOR TO SUPPLY AND INSTALL CATEGORY 5 LAN CABLE AND CONNECTORS FOR THE POS SYSTEM. CONTRACTOR TO SCHEDULE INSTALLATION OF DATA CABLING W/ DATA CABLING VENDOR. DATA CABLING VENDOR REQUIRES A LEAD TIME FOR INSTALLATION. DATA CABLING VENDOR WILL COORDINATE REGIONAL INSTALLERS. ALL ADDITIONAL EXPENSES INCURRED DUE TO THE CONTRACTOR'S FAILURE TO SCHEDULE ACCORDINGLY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. © AT THE. START OF CONSTRUCTION, STARBUCKS CM SCHEDULES DELIVERY OF CASH REGISTER MANAGER'S WORKSTATION EQUIPMENT AND INSTALLATION BY A DATA CABLING TECHNICIAN FOR TWO DAYS PRIOR TO CONSTRUCTION END. CONTRACTOR TO VERIFY DELIVERY SCHEDULE TWO WEEKS PRIOR TO DELIVERY AND INSTALLATION DATE. EQUIPMENT IS SHIPPED DIRECTLY TO THE STORE, CONTRACTOR TO ACCEPT POS EQUIPMENT DELIVERY, DO NOT REFUSE DELIVERY. QD DATA CABLING TECHNICIAN TO PROVIDE ALL CATEGORY 5 LAN CABLING AND CONNECTIONS TO ALL DESIGNED AND FUTURE CASH REGISTER LOCATIONS, AND MANAGER'S WORKSTATION. E DATA CABLING TECHNICIAN TO REMOVE PACKAGING, INSTALL AND TEST CASH REGISTERS, CASH O DRAWERS AND MANAGER'S WORKSTATION. 0 STARBUCKS NEW STORE GROUP IS RESPONSIBLE FOR COORDINATING STARBUCKS POS SYSTEM DELIVERY AND INSTALLATION WITH THE DATA CABLING VENDOR. THIS GROUP MAY BE CONTACTED AT: NEWSTOREOSTARBUCKS.COM THERMOSTAT 208V OR 220V 1HERMOSTAT SENSOR. � GROUNDING ELECTRODE = CONNECTION DISCONNECT SWITCH DIMMER FUSED, IF NEEDED TIME CLOCK RACEWAY TO PANEL OR BETWEEN OUTLETS- CONCEALED UNO. WIRE QUANTITIES NOT SHOWN. SEE POWER AND LIGHTING SHEETS FOR WIRING REQUIREMENTS. 0 PRIOR. TO BID: THE CONTRACTOR SHALL COORDINATE WITH /BUILDING OWNER SHALL BECOME /SPECIFICATIONS AND OWNER SHOWN IN THESE LANDLORD /BUILDING SHALL COMPLETE WITH STARBUCKS IN LANDLORD'S SCOPE OF PLANS, IT SHALL BE BROUGHT TO LANDLORD BUILDING OWNER FOR ANY CONSTRUCTION LANDLORD/ BUILDING REQUIREMENTS /REQUIREMENTS, SPECIFICATIONS. IF LANDLORD DOES HAVE RLQUIREMENTS, CONTRACTOR COMPLETELY FAMILIAR WITH REQUIREMENTS ADHERE TO THEM. WHERE LANDLORD /BUILDING REQUIREMENTS ARE MORE STRINGENT THAN PLANS ON THE OPINION OF THE ENGINEER), OWNER REQUIREMENTS SHALL GOVERN. O LANDLORD'S SCOPE OF WORK: THE. LANDLORD ® TC T- MOBILE / T1 NOTES: QA ALL CABLING AND INFRASTRUCTURE TO SUPPORT THE T- MOBILE T -1 HOTSPOT OR WI-F1 NETWORK SHALL BE FURNISHED AND INSTALLED BY T- MOBILE. © THE T- MOBILE T -1 CIRCUIT WILL BE ORDERED BY T- MOBILE AND COORDINATED SORES WILL HAVE THIS CIjRCUITHINSTALLEDAT THE DEPLOYMENT EW STORE NOT OPENING DATE, BUT A CABLE EXTENSION FOR THIS CIRCUIT WILL BE PROVIDED BY STARBUCKS TELEPHONE /NETWORK CABLING VENDOR AT THE SAME TIME AS THE TELEPHONE /NETWORK EXTENSIONS FOR FUTURE USE. OR �- THE SCOPE OF WORK AS AGREED UPON THE LANDLORD'S WORK LETTER. WHERE WORK IS INDICATED /CLARIFIED IN THESE QUESTIONS AND/OR TDISCREPANCIES CSHALLNBECBR STARBUCKS ATTENTION FOR CLARIFICATION. GENERAL E L E CTR I CAL NOTE) 1. EC SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO 5. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF CONSTRUCTION AND BE RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF SYSTEM(S). FOLLOW DRAWINGS IN LAYING OUT WORK AND COORD. WITH OTHER WORK TO REVEAL THE FULL SCOPE OF WORK. IN ADDITION, THE EC SHALL TRADES TO VERIFY SPACE CONDITIONS AND CLEARANCES. MAINTAIN HEADROOM AND THO THOROUGHLY EXAMINE WILL ALL AREAS ANY RE EQUIP THAT PREVENTS THE PROPER WILL SPACE CONDITION. MAKE APPROPRIATE ADJUSTMENTS AT STARBUCKS DIRECTION. BE INSTALLED OF THE ELECTRICAL WORK. 6. COORDINATE WITH OTHER TRADES FOR ANY NEEDED LOW VOLTAGE CONTROL WIRING AND DEVICES THAT IS NEEDED BUT MAY NOT BE SHOWN IN THESE DRAWINGS. 2. EC SHALL COORDINATE WITH THE GC TO PATCH AND REPAIR ALL EXISTING WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT MAY 7• UNLESS OTHERWISE NOTED(SEE ARCH. SHEETS), THE CONTRACTOR SHALL REMOVE BECOME DAMAGED DURING THE COURSE OF WORK. ALL EXISTING ELECTRICAL EQUIPMENT INCLUDING WIRING, CONDUIT AND ALL OTHER MISC. DEVICES AS DIRECTED BY THE GC THAT IS NOT BEING SALVAGED OR REUSED. 3. EXPOSED /SURFACE MOUNTED CONDUITS SHALL BE ROUTED IN A ORDERLY EQUIPMENT INDICATED ON DRAWINGS TO BE REUSED SHALL BE INSPECTED AND IF FASHION. SEE ADDITIONAL REQUIREMENTS ON E -111. DEFECTIVE, REPLACED. COORD. WITH GC AND STARBUCKS. 4. VERIFY LOCATION OF ALL OUTLETS AND SWITCHES WITH ARCHITECTURAL DRAWINGS, 8. THE EC SHALL BE RESPONSIBLE FOR DEENERGIZING CIRCUITS IN DEMOLITION AREAS INTERIOR DETAILS, FINISH SCHEDULES, GENERAL CONTRACTOR, EQUIPMENT TO INSURE A SAFE CONDITION. ELECTRICAL DEVICES AND ASSOCIATED WIRING VENDORS, CONDITIONS. FINAL DOOR HINGE LE THE DEMOLITION AREA THAT WILL NO LONGER BE USED CATION PRIOR TO SWITCH INSTALLATION AND AD UST SWITCHLOCATIONIF SHALL REMOVED AND PROPERLY DISPOSED OF AT CONTRACTORS EXPENSE NEEDED. DO NOT MOUNT RECEPTACLES /SWITCHES IN LOCATIONS THAT WOULD UNLESS OTHERWISE NOTED. CONFLICT WITH MIRRORS, SEAMS OF WALLS, WAINSCOTS, TILE TRANSITIONS, ETC. 9. THE EC SHALL SCHEDULE ALL ELECTRICAL SYSTEM(S) OUTAGES WITH THE GENERAL CONTRACTOR AND LANDLORD AT LEAST 24 HOURS IN ADVANCE. UNLESS APPROVED OTHERWISE ALL OUTAGES SHALL OCCUR BETWEEN 11:00PM AND 5:00AM (AND DURING NON -STORE HOURS). MUSIC SYSTEM NOTES: QA PROVIDE AND INSTALL A COMPLETE WIRING SYSTEM FOR ALL SPEAKERS. CONNECT ALL SPEAKERS TO THE OWNER PROVIDED MUSIC SYSTEM. MOUN- OWNER FURNISHED SPEAKERS WHERE SHOWN AND IN COORDINATION WITH ARCHITECTURAL PLANS AND DETAILS. FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. COMMUNICATION SYSTEMS 0 STARBUCKS CONTRACTS DIRECTLY WITH THE LANDLORD TO PROVIDE FOUR (4) CAT5 (WHITE) COMMUNICATION CABLES TO THE SPACE. FOUR (4) CAT5 CABLES ARE DEDICATED TO STORE OPERATIONS /COMMUNICATIONS. RACEWAYS CONDUCTORS AND TERMINATIONS NAMEPLATES GENERAL PANELBOARDS PROVIDE CODE APPROVED WIRING METHODS FOR BRANCH CIRCUITING INDOORS, SUCH AS EMT CONDUIT WITH COPPER CONDUCTORS OR MC CABLE(PROVIDED IT IS CONCEALED FROM VIEW AND NOT EXPOSED). ALL ABOVE GROUND CONDUITS SHALL BE EMT OR RIGID, MINIMUM 1/2" IN SIZE (UON). CONDUITS SHALL BE SIZED PER CODE AND AS NEEDED TO INSTALL CONDUCTORS. CONDUIT CONNECTORS SHALL BE DOUBLE LOCKNUT TYPE, UL LISTED AND LABELED, WITH COMPRESSION OR SET SCREW FITTINGS. PVC CONDUITS ARE NOT ALLOWED ABOVE SLAB UNLESS CODE AND AHJ APPROVED /LISTED FOR THAT USE. CONDUIT RUNS ON EXTERIOR OF BUILDING SHALL BE CONCEALED AND BE RIGID STEEL CONDUIT WITH WEATHER TIGHT, CORROSION - RESISTANT FITTINGS (OR PVC WHERE LISTED FOR EXTERIOR- DIRECT SUNLIGHT USE). CONDUIT SHALL NOT BE RUN EXPOSED WITHOUT SPECIFIC PERMISSION FROM THE CONSTRUCTION MANAGER. WHERE RACEWAYS ARE INSTALLED FOR OTHERS TO USE, OR FOR FUTURE USE, PROVIDE NYLON PULL STRINGS END TO END WITH A LABEL ON BOTH ENDS STATING USE AND LOCATION OF OTHER STUB (E.G. DATA -FRONT POS). PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED USING 3M FIRE BARRIER CAULK, NELSON ELECTRIC FLAMESEAL OR T &B FLAMESAFE OR OTHER METHOD APPROVED BY THE ARCHITECT AND AHJ. CONDUIT RUNS CONCEALED IN CONCRETE OR UNDERGROUND SHALL BE 3/4" MINIMUM, UNLESS OTHERWISE NOTED W /RIGID STEEL ELBOWS. CONDUIT CONNECTORS SHALL BE DOUBLE LOCKNUT TYPE, UL LISTED AND LABELED, WITH COMPRESSION OR SET SCREW FITTINGS. IF CONDUIT RACEWAYS CANNOT BE RECESSED IN WALLS DUE TO CONSTRUCTION OR EXISTING CONDITIONS, PROVIDE A STEEL SURFACE MOUNTED RACEWAY SYSTEM (WIREMOLD, HUBBEL OR APPROVED EQUAL) WITH ALL COMPATIBLE DEVICES. THIS TYPE OF SYSTEM IS ONLY ALLOWED WHERE APPROVED BY STARBUCKS INCLUDING LAYOUT. CONFIRM COLOR AND ANY CUSTOM FINISHES WITH STARBUCKS. CONDUCTORS: SHALL BE COPPER, INSULATED FOR 600V, TYPE THWN /THHN, NUMBER 12 AWG MINIMUM UNO. MOTORS AND OTHER WIRING: THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NEEDED CONDUIT, WIRING, CONNECTIONS, AND SAFETY SWITCHES FOR ALL MOTORS, AND EQUIPMENT, EVEN IF THE MOTORS AND EQUIPMENT ARE SUPPLIED BY OTHERS. MOTORS, CONTROLS, ETC. MAY BE FURNISHED BY THE SUPPLIER OF THE DRIVEN EQUIPMENT. THE ELECTRICAL CONTRACTOR SHALL INCLUDE ALL WORK AND CONNECTIONS NEEDED TO MAKE THE SYSTEM COMPLETE AND OPERATIONAL. ALL CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE DONE BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL VERIFY EQUIPMENT LOCATION AND SIZES WITH THE TRADE AND VENDOR SUPPLYING THE EQUIPMENT PRIOR TO ROUGH -IN. PROVIDE PHENOLIC NAMEPLATES ON ELECTRICAL DEVICES SUCH AS DISCONNECTS AND PANELS WITH THEIR DESIGNATION (E.G. "PANEL A "). PROVIDE DIRECTORY FOR PANELS AND LABEL ALL BREAKERS. IF A TRANSFORMER IS INSTALLED, PROVIDE NAMEPLATE ON TRANSFORMER AS FOLLOWS: "HOT SURFACE, DO NOT PLACE ANY ITEMS ON TOP OR ON SIDES OF TRANSFORMER ". NOTE: "CONTRACTOR" MEANS "ELECTRICAL CONTRACTOR" WHEN REFERENCED ANYWHERE IN THE ELECTRICAL CONSTRUCTION DOCUMENTS UNLESS WORK AND EQUIPMENT HAS BEEN COORDINATED BETWEEN THE ELECTRICAL AND GENERAL CONTRACTORS TO BE PROVIDED BY THE GENERAL CONTRACTOR. NEEDED , PROVIDE , AND INSTALL MEANS ALL ITEMS CALLED OUT OIN UT THE REQUIRED DOCUMENTS MAKE AND PLY ADDITIONAL OPERATIONAL NOT L SYSTEM. OUT BUT REQUIRED TO MAKE A COMPLETE AND OPERAl10NAL SYSTEM. A THE INTENT COMPLETE OAND FULLYCO ERATIONALNELECTRICAL SYSTEM. T°> PROVIDE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE ELECTRICAL WORK. PERMITS AND FEES: THE ELECTRICAL CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE ELECTRICAL SCOPE OF WORK PRIOR TO STARTING THE WORK. WARRANT THE EL T I ALFCON RAT EC H IN UNCONI IL ANDLLY WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY DEFEC EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING EFECE TIVE MATERIALS AND WORKMANSHIP. TEMPORARY POWER: REUSE EXISTING PANEL(IF IN GOOD CONDITION AND SERVICE FOR TEMPORARY CONSTRUCTION POWER. ALL RECEPTACLES TO BE USED DURING CONSTRUCTION SHALL BE GFI PROTECTED. PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT NATIONAL ELECTRICAL CODE, STATE CODES, CITY ELECTRICAL CODES, AND ALL OTHER APPLICABLE CODES INCLUDING ANY STATE OR LOCAL ENERGY CODES. ALL WORK SHALL ALSO BE IN COMPLIANCE WITH BUILDING OWNER'S CRITERIA. IN CASE OF CONFLICT BETWEEN THE DRAWINGS, SPECIFICATIONS, CODES, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION, THE MOST STRINGENT STANDARD (IN THE OPINION OF THE ENGINEER) SHALL APPLY. THE EC SHALL SATISFY CODE, AHJ, DRAWINGS, AND SPECIFICATIONS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST. EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF NEC, WAC, ASTM, UL, ETL, NEMA, ANSI, AND OTHER APPLICABLE AGENCY AS THEY APPLY TO EACH INDIVIDUAL UNIT OR ASSEMBLY. ALL ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. BALANCE ALL BRANCH CIRCUIT LOADS BETWEEN THE PHASES OF THE SYSTEM TO WITHIN 10% OF THE HIGHEST PHASE LOAD IN EACH PANELBOARD. PANELBOARDS SHALL HAVE PLUG -IN OR BOLT ON BREAKERS AND MAIN LUGS ONLY OR MAIN BREAKERS AS NEEDED OR REQUIRED. PANELBOARDS SHALL BE CONSTRUCTED WITH ALUMINUM BUS AND BE ENCLOSED IN NEMA 1 HOUSING (OR AS REVD BY CODE) AS MANUFACTURED BY "SQUARE D ", "CUTLER HAMMER , OR EQUAL AND CAPABLE OF ACCEPTING GFI BREAKERS. ENCLOSURE(S) SHALL BE COMPLETE WITH A HINGED DOOR, CYLINDER LOCK, AND A NEATLY TYPED CIRCUIT BREAKER DIRECTORY UNDER PLASTIC COVER IN EACH PANEL DOOR. ALL MULTIPLE POLE BREAKERS (AND OTHER BREAKERS REQ'D BY CODE) SHALL HAVE A COMMON TRIP HANDLE. .........2„ 8 2_, MOUNTING MOUNT DISCONNECTS TO STRUCTURE, INDEPENDENT OF THE MECHANICAL UNIT HOUSING OR WITH INDEPENDENT UNISTRUT SUPPORT. DISCONNECTS MOUNTED TO UNITS ARE ONLY ALLOWED WHERE ACCEPTED BY THE LOCAL CODE AUTHORITY AND LOCATED SO AS TO NOT BLOCK ACCESS OR LABELS OF UNIT. LOW VOLTAGE GROUNDING ALL LOW VOLTAGE WORK SHALL COMPLY, BE PERMITTED AND INSPECTED PER STATE (AND AHJ) REQUIREMENTS. ALL LOW VOLTAGE WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH THE STATE AND AHJ REQUIREMENTS. ALL LOW VOLTAGE CABLING INSTALLED UNDERGROUND SHALL BE ROUTED IN A CONDUIT RACEWAY AND CABLING /CONDUCTORS SHALL BE LISTED FOR USE IN WET LOCATIONS, FOR LOW VOLTAGE APPLICATION AND PER AHJ. ALL LOW VOLTAGE CABLING ROUTED INDOORS SHALL BE ROUTED CONCEALED IN WALLS /CEILINGS IN A CONDUIT RACEWAY (UNLESS OWNER AND AHJ AUTHORIZE IT TO BE ROUTED EXPOSED THROUGH WALL /CEILING). IF APPROVED BY OWNER & AHJ TO BE ROUTED EXPOSED, CABLING SHALL BE PROPERLY FASTENED /SUPPORTED PER CODE, AHJ, AND INDUSTRY STANDARDS. CABLING NOT ROUTED IN CONDUIT SHALL BE PLENUM RATED WHERE REQUIRED BY CODE OR AHJ (CONFIRM WHETHER CEILING SPACE IS BEING USED AS AN AIR PLENUM.) ALL LOW VOLTAGE CABLING OUTDOORS (E.G. ON ROOF) SHALL BE ROUTED IN CONDUIT EXTERIOR USE. AHJ REQUIREMENTS UNLESS SPECIFICALLY LISTED AND LABELED FOR ALL MAJOR PARTS NOT CARRYING CURRENT, INCLUDING BUT NOT LIMITED TO, SECONDARY FEEDER CIRCUIT, EQUIPMENT AND PANELBOARD ENCLOSURES, PULL AND JUNCTION BOXES AND OTHERS DEFINED BY CODE, SHALL BE PROPERLY GROUNDED. METALLIC RACEWAYS SHALL UTILIZE DOUBLE LOCKNUTS AND OTHER FITTINGS TO PROVIDE GROUND CONTINUITY. LIGHTING ELECTRICAL SHEET INDEX INSTALL LIGHTING SYSTEM(S) COMPLETE AND FULLY OPERATIONAL AND IN CONFORMANCE WITH CODE, AHJ AND FIXTURE LISTING AGENCY REQUIREMENTS. CLEAN ALL FIXTURES AT TIME OF JOB COMPLETION UTILIZING MANUFACTURERS APPROVED OR RECOMMENDED CLEANING SOLUTIONS. ALL FIXTURES AND LAMPS SHALL BE AS SCHEDULED AND APPROVED BY STARBUCKS. E -001 ELECTRICAL PANEL SCHEDULES E-002 POWER CL PANEL SCHEDULES & ONE -LINE DIAGRAM E -111 POWER PLAN E -112 LIGHTING PLAN & SCHEDULE E -113 UPPER LEVEL POWER &LIGHTING PLAN E -501 ELECTRICAL DETAILS 494p ����' '�e��*i ®%�4 '7 4© f BASIC MATERIALS AND METHODS MATERIALS: PROVIDE ALL NEW MATERIAL AND EQUIPMENT UNLESS NOTED OTHERWISE. TESTINGUIORGANIZAl10N WHICH HAS ACCEPTANCE EBY THE AUTHORITIES HAVING APPROVED JURISDICTION FOR THE PURPOSE FOR WHICH THEY ARE USED. IN ADDITION, MEETING ALL REQUIREMENTS OF THE CURRENT APPLICABLE CODES AND REGULATIONS. NO` SUBSTITUTION OF MATERIALS SPECIFIED WILL BE ALLOWED UNLESS NOTED OTHERWISE. ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. CUTTING AND FITTING: PERFORM CUTTING, CORING, FITTING, REPAIRING AND FINISHING OF THE WORK NECESSARY FOR THE INSTALLATION OF THE EQUIPMENT. HOWEVER, NO OF OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL CUTTING OF THE WORK F BE DONE WITHOUT THE CONSENT OF THE ARCHITECT, CONSTRUCTION MANAGER, GC, AND /OR OWNER. PROPERLY FILL, SEAL, FIREPROOF, AND WATERPROOF ALL OPENINGS, SLEEVES AND HOLES IN SLABS, WALLS, AND CASEWORK. SWITCHES AND RECEPTACLES SWITCHES: LEVITON COMMERCIAL GRADE OR APPROVED EQUAL WITH DURABLE COVERPLATES. COORDINATE WITH STARBUCKS DM FOR COVERPLATE TYPE (E.G. STAINLESS STEEL) AND FOR COLOR OF SWITCH AND PLATE. RECEPTACLES: LEVITON COMMERCIAL GRADE OR APPROVED EQUAL WITH DURABLE COVERPLATES. COORDINATE WITH STARBUCKS DM FOR COVERPLATE TYPE (E.G. STAINLESS STEEL) AND FOR COLOR OF RECEPTACLE AND PLATE. INSTALL RECEPTACLES PLUMB, LEVEL, AND SECURE TO J -BOX. PROVIDE GFCI TYPE WHERE INDICATED AND WHERE REQUIRED BY CODE AND AHJ. GFCI RECEPTACLES SHALL BE CLASS A RATED FOR PERSONNEL PROTECTION. OCCUPANCY SENSORS: SENSORSWITCH WSD SERIES FOR SINGLE OCCUPANT RESTROOMS AND CLOSETS AND SENSORSWITCH WSD -PDT SERIES (PIR AND ULTRASONIC SOUND ACTIVATED) FOR PARTITIONED RESTROOMS. RECEIVED AUG 6 2011 R IT CENTER '�� E ��. 4, ? c �i t `n.; / '= ` �w;: 3t�� zti, ti4l .. 4 ,, �s4rFu '�(NA '0 FUSED SW ITCHES FUSED SWITCHES: HEAVY DUTY TYPE, HORSEPOWER RATED WITH INTERLOCKING COVER. NEMA 1 TYPICAL. OUTDOOR AND WET LOCATION SWITCHES SHALL BE RAINTIGHT TYPE NEMA 3R. ALL SWITCHES SHALL BE LOCKABLE. FUSES IN CIRCUITS RATED AT 600 AMPERES OR LESS SHALL BE UL CLASS RK1 DUAL- ELEMENT, TIME DELAY, CURRENT LIMITING FUSES. FUSES IN CIRCUITS RATED AT 601 AMPERES OR LARGER SHALL BE UL CLASS L TIME- DELAY, CURRENT LIMITING SWITCHES. EXPIRES 10-30 °oI Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 3605634877 M: 425.9496099 rensch.engineering@comcast.net Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Chris Rensch Drawn by: Yumi Roth Checked by: Chris Rensch Sheet Title: Scale: Electrical Specifications Sheet Number: E -001 Revision Schedule Rev Date By Description r'IUJtUL HUUfebb. 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Chris Rensch Drawn by: Yumi Roth Checked by: Chris Rensch Sheet Title: Scale: Electrical Specifications Sheet Number: E -001 ALL IS NEW UNLESS OTHERWISE NOTED. OUTSIDE OF STARUCKS SPACE TO UTILITY TRANSFORMER 0 400 AMP CT COMPARTMENT, NEMA 3R, "CIRCLE AW" ENCLOSURE WITH CT MOUNTING BASE. CONFIRM REQUIRED BOX SIZE AND REQUIREMENTS WITH POWER COMPANY. POWER METER AND SOCKET PER LOCAL POWER COMPANY'S REQUIREMENTS. 2 EACH 2 1/2"C EACH WITH 4 #250KCM AL., THWN & GND IN STARBUCKS SPACE 400A /3P MAIN 100A/3P-1 400 AMP PANEL 'A" 42 SPACE 4 #3 CU. & GND, 1 -1/4 "C 100 AMf PANEL B" 42 SPACE NOTE: EQUIPMENT AIC RATINGS SHALL EXCEED THE AVAILABLE FAULT CURRENT. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY PRIOR TO CONSTRUCTION. SYSTEM SHALL BE SERIES RATED IF NECESSARY TO LIMIT SHORT CIRCUIT CURRENT TO BELOW 22,000 AIC (FOR GFI BREAKERS). COORDINATE WITH LANDLORD. SERVICE ONE LINE DIAGRAM NTS NOTES GA GA GA GFl GFI NOTES GFI GA CFI PANEL A VOLTAGE: 208 V /12OV 3PH, 4W MAIN BREAKER: 400 AMP FED FROM: MDP AIC RATING: EXCEED AVAILABLE (SEE RISER) BUS: 400 AMP LOCATION: WORKROOM SERVES TYPE LOAD CKT BRKR CKT NO. CKT LOAD PHASE LOADS CKT LOAD CKT NO. CKT BRKR TYPE LOAD SERVES AMP POLE A B C AMP POLE R111-1 H 40 /3 1 4,378 4,578 400 200 2 20 /1 CL TRASH EXHAUST FAN H 3 3 4,378 0 4,778 400 4 20 /1 L TRASH UGHTING H 5 5 4,378 0 4,738 360 6 20 /1 R HVAC REC ESPRESSO MACHINE K 40 /2 7 3,300 3,660 360 8 20 /1 NC HVAC SMOKE DETECTOR K 9 3,300 7,800 4,500 10 60 /2 K HOT WATER TANK ESPRESSO MACHINE K 40 /2 11 3,300 7,800 4,500 12 20 /1 K PHONEBOARD SPARE K 13 3,300 4,860 0 1,560 14 20 /1 K BLENDER TWIN BREWER K 50 /2 15 4,100 4,460 1,200 360 16 20 /1 R HVAC REC / LIGHT MANAGERS DESK K 17 4,100 17 4,460 360 18 20 /1 R HVAC REC/ LIGHT DISHWASHER K 50 /2 19 3,952 6,770 1,200 1,700 2,818 20 30 /3 H R1U -2 N K ICS MACHINE 21 3,952 21 6,770 2,818 22 300 H 20 /1 WARMER K 20 /1 23 660 23 3,478 2,818 24 1,500 H 20 /1 WARMING U/C REFRIG K 15 /1 25 840 1,040 1,080 200 26 20 /1 NC DT WINDOW GRINDER /SCALE K 20 /1 27 1,400 27 2,240 840 28 20 /1 NC DT POS CUP LABELER K 20 /1 29 360 29 1,260 900 30 20 /1 NC DT POS EQUIPMENT RESTROOM HEATER H 20 /1 31 1,000 1,200 840 1,040 200 32 20 /1 NC SAFE SPARE DT WINDOW 20 /1 33 20 /1 33 0 1,356 34 20 /1 34 SPARE SPARE SPARE 20 /1 35 30 /2 35 2,950 1,560 1,560 36 20 /1 K BLENDER SUBFEED TO PANEL B DT MENU BOARD /SIGNAGE/LIGHTS 100 /3 37 8,870 9,710 3,750 840 38 15 /1 K U/C REFRIG SPEAKER POST SPARE 39 6,956 6,956 0 40 20 /1 20 /1 SPARE SPARE SPARE 41 7,610 7,610 0 42 20 /1 20 /1 SPARE PANEL TOTAL KITCHEN LOAD = TOTAL UGHTING LOAD = TOTAL NON -CONT. LOAD = TOTAL RECEPTACLE LOAD = TOTAL CONTINUOUS LOAD = TOTAL HVAC LOAD = LARGEST MOTOR LOAD = TOTAL KVA = TOTAL AMPS = PHASE A PHASE CONN. KVA CONNECTED CONNECTED AMPS WATTS = AMPS = DEMAND FACTOR 31,818 33,004 30,906 LOAD TYPE KEY: K = KITCHEN LOAD L = UGHTING LOAD NC = NON - CONTINUOUS LOAD R = RECEPTACLE LOAD CL = CONTINUOUS LOAD H = HVAC LOAD LM = LARGEST MOTOR LOAD /120V 3PH, 4W 265 275 258 = = = = = = = = I DEMAND = I DEMAND KVA UNDER 10KW AMPSO208V 56.72 3.30 9.74 2.58 0.80 22.59 0.00 X 0.65 X 1.25 X 1.0 X 1.0 X 1.25 X 1.0 X 1.25 36.87 4.13 9.74 2.58 1.00 22.59 0.00 95.7 76.9 CONN. AMPS 266 214 NOTES: GFl - Fdd NEW GA BREAKERS (RATED FOR PERSONNEL PROTECTION PER CODE) AND DEDICATED NEUTRALS FOR THESE CIRCUITS TO PREVENT FALSE TRIPPING. EQUIPMENT AIC RATINGS SHALL EXCEED THE AVAILABLE FAULT CURRENT. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY PRIOR TO CONSTRUCTION. SYSTEM SHALL BE SERIES RATED IF NECESSARY TO UMIT SHORT CIRCUIT CURRENT TO BELOW 22,000 AIC (FOR GFI BREAKERS). NOTES GA GA GFI GA GFI GFI GFl GFI GA GA PANEL B VOLTAGE 208 V /120V 3PH, 4W MAIN BREAKER: MLO FED FROM: PANEL A AIC RATING: EXCEED AVAILABLE BUS: 200 AMP LOCATION: WORKROOM SERVES TYPE LOAD OCT BRKR CKT NO. CKT LOAD PHASE LOADS CKT LOAD CKT NO. CKT BRKR TYPE LOAD SERVES AMP POLE A B C AMP POLE RESTROOM EXHAUST FAN CL 20 /1 1 200 600 400 2 20 /1 CL HOT BOX SPARE 20 /1 3 0 4 20 /1 SPARE SPARE 20 /1 5 0 6 20 /1 SPARE BAR /WORKROOM LIGHTING L 20 /1 7 700 700 8 20 /1 SPARE SPARE 20 /1 9 1,500 1,500 10 20 /1 R WORKROOM OUTLET SPARE 20 /1 11 360 360 12 20 /1 NC PHONEBOARD SPARE 20 /1 13 0 14 20 /1 SPARE SPARE 20 /1 15 1,200 1,200 16 20 /1 NC MANAGERS DESK SPARE 20 /1 17 1,200 1,200 18 20 /1 NC MANAGERS DESK REACH -IN REFER K 15 /1 19 1,200 1,700 00 21 0 1 N M:NA , 'S 1E ICS MACHINE K 20 /1 21 1,900 2,200 300 22 20 /1 L EXTERIOR UGHTS SPARE 20 /1 23 1,500 1,500 24 20 /1 L EXTERIOR UGHTS SPARE 20 /1 25 1,080 1,080 2 . 20 NC D OR ' R ' ONI • R ' ISC.' ' M' S SPARE 20 /1 27 1,000 1,000 28 20 /1 NC DT COMM BASE /CCTV SPARE 20 /1 29 900 900 30 20 /1 NC DT POS & EXPEDITOR U/C REFRIG K 15 /1 31 840 1,040 200 32 20 /1 NC DT WINDOW HOT TAP K 20 /1 33 1,356 1,356 34 20 /1 SPARE WARMING OVEN K 30 /2 35 2,950 4,150 1,200 36 20 /1 L DT MENU BOARD /SIGNAGE/LIGHTS K 37 2,950 3,750 800 38 20 /1 NC SPEAKER POST SPARE 20 /1 39 0 40 20 /1 SPARE SPARE 20 /1 41 0 42 20 /1 SPARE TOTAL KITCHEN LOAD = TOTAL LIGHTING LOAD = TOTAL NON -CONT. LOAD = TOTAL RECEPTACLE LOAD = TOTAL CONTINUOUS LOAD = TOTAL HVAC LOAD = LARGEST MOTOR LOAD = TOTAL KVA = TOTAL AMPS = PHASE PHASE CONN. KVA CONNECTED CONNECTED AMPS WATTS = AMPS = DEMAND FACTOR 8,870 7,256 8,110 LOAD TYPE KEY: K = KITCHEN LOAD L = LIGHTING LOAD NC = NON - CONTINUOUS LOAD R = RECEPTACLE LOAD CL = CONTINUOUS LOAD H = HVAC LOAD LM = LARGEST MOTOR LOAD /120V 3PH, 4W 74 60 68 = = = = = = = = DEMAND = DEMAND KVA UNDER 10KW AMPS0208V 11.20 3.70 7.24 1.50 0.60 0.00 0.00 X 0.65 X 1.25 X 1.0 X 1.0 X 1.25 X 1.0 X 1.25 7.28 4.63 7.24 1.50 0.75 0.00 0.00 24.2 21.4 CONN. AMPS 67 5g NOTES: GFI - Fdd NEW GA BREAKERS (RATED FOR PERSONNEL PROTECTION PER CODE) AND DEDICATED NEUTRALS FOR THESE CIRCUITS TO PREVENT FALSE TRIPPING. EQUIPMENT AIC RATINGS SHALL EXCEED THE AVAILABLE FAULT CURRENT. CONTRACTOR SHALL VERIFY AVAILABLE FAULT CURRENT WITH UTILITY PRIOR TO CONSTRUCTION. SYSTEM SHALL BE SERIES RATED IF NECESSARY TO UMIT SHORT CIRCUIT CURRENT TO BELOW 22,000 AIC (FOR GA BREAKERS). NOTES GA GFI GFI GA LEED SYSTEM COMMISSIONING CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1) SUPPORT STARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; 2) PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC HOT WATER GENERATION, HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, LIGHTING CONTROLS, AIR CURTAINS, BUILT -IN REFRIGERATION EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. B. CONTRACTORex SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. C. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE, AND ACCESSIBLE TO STARBUCKS CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION VERIFICATION. D. INSTALLATION VERIFICATION SHALL BE PERFORMED BY STARBUCKS' CXA. CONTRACTOR SHALL SUPPORT STARBUCKS CXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED CORRECTLY. E. CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR DEFECTS DISCLOSED BY THE INSTALLATION VERIFICATION PROCESS. CORRECTIONS SHALL BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION OF THE CONSTRUCTION SCHEDULE. F. ALL HVAC, EXHAUST FAN, AND AIR CURTAIN EQUIPMENT SHALL BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, ADJUSTING AND BALANCE AGENT (SEE TESTING, ADJUSTING AND BALANCING) AFTER THE SYSTEM IS VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN TESTING AND AIR BALANCE REPORT CONFORMING TO THE REQUIREMENTS SPECIFIED HEREIN, DOCUMENTING THE INFORMATION SPECIFIED, ETC. TO THE STARBUCKS CXA IMMEDIATELY UPON COMPLETION OF THE WORK. G. CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL PERFORMANCE TESTING PRIOR TO STARTING TESTING. CONTRACTOR SHALL OPERATE EQUIPMENT FOR STARBUCKS CXA AND VERIFY BY DEMONSTRATION THE CORRECT OPERATION OF EQUIPMENT, RESPONSE OF SENSORS, AND PROPER EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES; INCLUDING BUT NOT LIMITED TO, AIR MOVEMENT, TEMPERATURE, SOUND, AND CONTROL RESPONSE. PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT AS NEEDED FOR THE STARBUCKS CXA TO EFFICIENTLY WITNESS AND DOCUMENT ALL EQUIPMENT TESTING. STARBUCKS CXA WILL RECORD THE EQUIPMENT OPERATION AND RESPONSE TO TESTING SEQUENCES AND PREPARE A LIST OF ANY DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, AIR HANDLING UNITS, ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, LIGHTING CONTROLS, ETC. DELIVERABLES: PROVIDE COMPLETED COPIES OF ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURERS' FORMS, TO THE STARBUCKS CXA. H. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. I. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND ALL RE- TESTING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESULTS. J. CONSTRUCTION AND POST CONSTRUCTION TESTING: ADDITIONAL TESTING MAY BE REQUIRED BY LEED AND OTHER PROCESSES THAT MAY OCCUR OUT OF SEQUENCE WITH COMMISSIONING SERVICE. CONTRACTOR SHALL CONDUCT, DOCUMENT, SUPPORT AND SCHEDULE THIS TESTING AS DIRECTED BY STARBUCKS CXA. 1 bpi -zSZ RECEIVED AUG 16 2011 PERMIT CENTER A6�pq 4t 6 17:1 'Y0411110 7')0 IL- :.3 -c>F( Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING. 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 360. 8634677 M: 425. 9496099 rensch.engI need ng @comcast.net Revision Schedule Rev Date By Description 1 05/27/11 Ext. Lighting Addition ri u�CL,I. rluui c�a. 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Chris Rensch Yumi Roth Chris Rensch Sheet Tit Scale: Electrical Panel Schedules & One -Line Diagram Sheet Number: E -002 EXPIRES /c -3 o -,-o / 1 F P INSTALL CONDUIT UNDERGROUND TO MAIN BUILDING W/ GND WIRE PER CODE. A -2,4 WNW A -4 TO LIGHTING (SEE LIGHTING PLAN) STORAGE UNIT POWER PLAN ti'L� e CONFIRM LAYOUT & RECEPTACLE MOUNTING FOR ALL DT POS EQUIPMENT. 12 INSTALLATION NOTES: 2. SURFACE MOUNT ALL RACEWAYS, J -BOXES & RECEPTACLES. COORDINATE ROUTES & SPACE CONDITIONS WITH OTHER TRADES & STARBUCKS CM. 3. ALL SURFACE MOUNTED RACEWAYS ABOVE COUNTERS, ON WALLS & CEILINGS SHALL BE TYPE EMT CONDUIT. RACEWAYS BELOW COUNTER MAY BE MC CABLE WHERE APPROPRIATE. 4. MOUNT CONDUITS TO UNISTRUT MOUNTS (AS TIGHT AS POSSIBLE). 5. ALL LOW VOLTAGE WIRING SHALL BE ROUTED IN CONDUIT. CONFIRM REQUIREMENTS WITH VENDORS. 6. SEE E -501 MENU BOARD DETAILS FOR ADDITIONAL SITE POWER REQUIREMENTS. :AS( 0 UNDERGROUND SERVICE �)....irF �� LATERAL ( COORD. W/ LL) I ��I Atli I►'r:'�h -. kic r' i CT CAN & METER (COORD � r11p,�il;� ® W/ LL & SEE RISER). 1` A -7:9 uI =. J .. �' poll IIII 'll',- ` --- w� I 'B-26,2 , 0 �1!I ^� A -31 J _ PANELS A &B �_ A -10,12 B -35,37 B -10,12 r � A -11,13 A- 23,25 ;® ' II - _► ��� ■ B -21 0 -19 \ \\; B- 1fi,18,20 ■ A-15,17'-----1 -27,2• A -19,21 I� A- 2 ° fI ►- � _ : ► 1 A- 14,36,38 ° ® % "4 6 .1. I ISJ - "1, � A — '�I►� ri)_ n, �, b. . U _ 70� iii ill \ 128 0 u: ; ---A'":"6 � ♦O 0 0 1 O 0 0 ® ND �i I ,_•,I ■!� X1 I 1 1 1 rd. Ell ., (D L I L J J Ai I I II • B - 2 4 ..- ')Ain Z /Ann %AI / min HOT BOX FOR WATER SERVICE. CONFIRM LOCATION & REQUIREMENTS. POWER PLAN 12 GENERAL POWER NOTES POWER PLAN KEY NOTES PROVIDE ALL BRANCH CIRCUITING AND DEVICES, EVEN IF NOT SHOWN. PROVIDE ALL WIRING AND WIRE QUANTITIES TO ACCOMPLISH CIRCUITING TO MEET SPEC REQUIREMENTS AND APPLICABLE CODES. OB ALL IS NEW UNLESS OTHERWISE NOTED. O WIRE QUANTITIES ARE NOT SHOWN. FURNISH & INSTALL PER NOTES, CODE AND AS NEEDED WITH DEDICATED NEUTRALS FOR ALL GFI BREAKER PROTECTED CIRCUITS (TO PREVENT FALSE TRIPS). INSTALL A NEUTRAL CONDUCTOR FOR ALL CIRCUITS INCLUDING 208V 1 -PHASE LOADS TO ALLOW FOR CONTROL POWER AND FOR FUTURE UPGRADES. D NOT ALL CONDUITS /CIRCUITS CALLED FOR IN NOTES ARE SHOWN IN PLAN VIEW. OE VERIFY ALL EQUIPMENT RATINGS IN FIELD AND ADJUST CIRCUIT BREAKER RATINGS AS MAY BE NEEDED. CONFIRM CIRCUIT VOLTAGE IS AT A VOLTAGE RECOMMENDED BY EQUIPMENT MANUFACTURERS. IF NEEDED, THE CONTRACTOR SHALL PROVIDE AND INSTALL BUCK -BOOST TRANSFORMERS TO BE LOCATED IN ACCESSIBLE LOCATIONS ABOVE THE CEILING WITHIN 6' OF THE ELECTRICAL PANEL. IF LOCAL CODES DO NOT ALLOW INSTALLATION ABOVE THE CEILINGS, THE TRANSFORMERS SHALL BE MOUNTED TO THE WALL JUST BELOW THE CEILING. ACCEPTABLE TRANSFORMERS INCLUDE ACME. FURNISH AND INSTALL ANY ADDITIONAL O.C.P. NEEDED. F SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ANY EXPOSED J- BOXES, CONDUIT, ETC. GO VERIFY ACTUAL RATINGS /LISTINGS OF EQUIPMENT AND ADJUST BREAKER, OUTLET & CIRCUIT SIZES /RATINGS AS MAY BE NEEDED PER CODE. CA IF ANY CORD AND PLUG IS OBSTRUCTED BY CABINET PARTITIONS, PROVIDE ADDITIONAL OUTLET. IMPORTANT GFI AND CIRCUIT NOTES: ALL 120V OUTLETS IN BACK BAR, FRONT BAR, WORKROOM (AND AS DEFINED BY INSPECTOR & AHJ) AND AS INDICATED ELSEWHERE SHALL BE GFI PROTECTED. GFCI RECEPTACLES ARE ONLY ALLOWED WHERE SHOWN IN PLAN. ALL OTHER GFCI PROTECTED CIRCUITS SHALL BE PROTECTED BY GFI BREAKERS. By Description 1 05/27/11 Ext. Lighting Addition r"I VJCLiL HUUI CAA. 3301 S. Norfolk St. Tukwila, WA 98168 HOT BOX FOR WATER SERVICE. CONFIRM LOCATION & REQUIREMENTS. POWER PLAN 12 GENERAL POWER NOTES POWER PLAN KEY NOTES PROVIDE ALL BRANCH CIRCUITING AND DEVICES, EVEN IF NOT SHOWN. PROVIDE ALL WIRING AND WIRE QUANTITIES TO ACCOMPLISH CIRCUITING TO MEET SPEC REQUIREMENTS AND APPLICABLE CODES. OB ALL IS NEW UNLESS OTHERWISE NOTED. O WIRE QUANTITIES ARE NOT SHOWN. FURNISH & INSTALL PER NOTES, CODE AND AS NEEDED WITH DEDICATED NEUTRALS FOR ALL GFI BREAKER PROTECTED CIRCUITS (TO PREVENT FALSE TRIPS). INSTALL A NEUTRAL CONDUCTOR FOR ALL CIRCUITS INCLUDING 208V 1 -PHASE LOADS TO ALLOW FOR CONTROL POWER AND FOR FUTURE UPGRADES. D NOT ALL CONDUITS /CIRCUITS CALLED FOR IN NOTES ARE SHOWN IN PLAN VIEW. OE VERIFY ALL EQUIPMENT RATINGS IN FIELD AND ADJUST CIRCUIT BREAKER RATINGS AS MAY BE NEEDED. CONFIRM CIRCUIT VOLTAGE IS AT A VOLTAGE RECOMMENDED BY EQUIPMENT MANUFACTURERS. IF NEEDED, THE CONTRACTOR SHALL PROVIDE AND INSTALL BUCK -BOOST TRANSFORMERS TO BE LOCATED IN ACCESSIBLE LOCATIONS ABOVE THE CEILING WITHIN 6' OF THE ELECTRICAL PANEL. IF LOCAL CODES DO NOT ALLOW INSTALLATION ABOVE THE CEILINGS, THE TRANSFORMERS SHALL BE MOUNTED TO THE WALL JUST BELOW THE CEILING. ACCEPTABLE TRANSFORMERS INCLUDE ACME. FURNISH AND INSTALL ANY ADDITIONAL O.C.P. NEEDED. F SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ANY EXPOSED J- BOXES, CONDUIT, ETC. GO VERIFY ACTUAL RATINGS /LISTINGS OF EQUIPMENT AND ADJUST BREAKER, OUTLET & CIRCUIT SIZES /RATINGS AS MAY BE NEEDED PER CODE. CA IF ANY CORD AND PLUG IS OBSTRUCTED BY CABINET PARTITIONS, PROVIDE ADDITIONAL OUTLET. ■ICI I RECEPTACLES AND FACEPLATE COLORS SHALL BE: BAR AREA: STAINLESS STEEL PLATES WITH WHITE OUTLETS. WORKROOM AREA: STAINLESS STEEL PLATES WITH WHITE OUTLETS. ENTRY MONUMENT SIGN (COORD. WI ARCH. & SITE PLANS) 2 #10, 3/4 "C W/ GND O O O ELECTRIC HOT WATER HEATER (9KW - 208V/10). 2#6 CU. W/ GND IN 3/4 "C. RETAIL GRINDER/ SCALE: PROVIDE 4 -PLEX RECEPTACLE 0 26" AFF. TWIN BREWER: NEMA 14 -50R RECEPTACLE 0 26" AFF, 3/4 "C -3#6 AND 1#10 GROUND, CONTRACTOR TO PROVIDE A NEMA 14 -50P CORD CAP FOR THE BREWER, BRYANT OR EQUAL. 4O FOR ESPRESSO MACHINE, FURNISH AND INSTALL NEMA 6 -50R RECEPTACLE HUBBELL ELL HBL9367 SERIES OR EQUAL AT 30" AFF. ROUTE 3/4" CONDUIT- (IN2)) STALLANEMAI)6 -50P ANG EDFPLUG, HUBBELL B HBL 368 SER ES OR EQUAL AND UNDER COUNTER REFRIGERATOR: PROVIDE RECEPTACLE 0 26" AFF. REFRIGERATOR AND /OR FREEZER: RECEPTACLE AT 84" AFF. ICE MACHINE (AIR COOLED): PROVIDE RECEPTACLE AND POWER CONNECTION PER MANUFACTURER / CODE REQUIREMENTS. CONFIRM MOUNTING HEIGHT. O SURFACE MOUNTED ELECTRIC FAN FORCED WALL HEATER WITH INTEGRAL THERMOSTAT. KING #PAWS -12 W/ PT -1 STAT (750W -120V) O3/4DISHW CASHER6( IIGH 1 # 0 GRNEMA 14-50R RECEPTACLE 0 18" AFF, 10 NOTE NOT USED. 11 NOTE NOT USED. 12 COFFEE WARMERS: PROVIDE RECEPTACLE(S) ® 26" AFF. 13 BLENDERS: RECEPTACLES ® 48" AFF IN 2 DUPLEX BOXES. O O O 0 NOTE NOT USED. NOTE NOT USED. @.: SAFE: FURNISH AND INSTALL DUPLEX RECEPTACLE AND SECURITY J -BOX AT 18" AFF. GC TO F &I CABLING AND COORDINATE WITH DIEBOLD FOR SAFE INSTALLATION & SETUP. 19 HOT TAP: PROVIDE RECEPTACLE AT 26" AFF. 20 NOTE NOT USED. 21 EXHAUST FAN: FAN SHALL RUN CONTINUOUSLY. (COORDINATE WITH MECHANICAL). 22 MANAGER'S DESK: PROVIDE LAN / / ELECTRICAL DEVICES. SEE DETAILS ON E -501 FOR LOCATIONS AND EQUIREMENTS. ALL REQUIRED OUTLETS ARE NOT NECESSARILY SHOWN. • NOTE NOT USED. NOTE NOT USED. 26 ALARM KEYPAD AND EMERGENCY CALL PHONE: MOUNT 0 54" AFF. ROUTE CONDUIT FROM J -BOX TO SECURITY PANEL. 27 NOTE NOT USED. 28 NOTE NOT USED. 29 DUPLEX CONVENIENCE OUTLET ® 18 "AFF. 30 PHONE PANEL ABOVE CEILING (CONFIRM LOCATION). PROVIDE ADJACENT 4 -PLEX RECEPTACLE. NOTE NOT USED. NOTE NOT USED. 34 CUP LABELER: PROVIDE ISOLATED GROUND RECEPTACLE AND BACKBOX FOR LAN CONNECTION ® 26" AFF. 35 NOTE NOT USED. 36 NOTE NOT USED. 37 WARMING OVEN REFRIGERATOR: F &I 120V POWER RECEPTACLE 028 "AFF. MATCH RECEPTACLE /CIRCUIT RA11NG WITH EQUIPMENT UL RA11NG (CONFIRM). 38 WARMING OVEN: FURNISH & INSTALL NEMA 6 -30R RECEPTACLE ® 28" AFF, & ALL NECESSARY CONDUIT, WIRE ( #10CU., THWN) & CONNECTIONS BACK TO SERVING PANEL. NOTE NOT USED. D/T AUTOMATIC SLIDER WINDOW: PROVIDE (1) CONDUIT AND J -BOX WITH 120V, 20A BRANCH CIRCUIT. SEE MANUFACTURER'S SPECIFICATIONS FOR REQ. 41 WARMING OVEN DATA: F &I FLUSH DATA OUTLET 028 "AFF AND CAT5 DATA CABLE FROM OUTLET BACK TO DATA RACK. D/T MISC. POS EQUIPMENT: PROVIDE A 4 -PLEX RECEPTACLE ® 26" AFF. D/T COMM. BASE UNIT / CCTV MONITOR / MONITOR: PROVIDE (2) DUPLEX RECEPTACLES WITH 120V, 20A DEDICATED GROUND CIRCUIT. SEE ARCH DETAILS FOR MOUNTING HEIGHTS. 44 D/T COMMUNICATION / CCTV SYSTEM: PROVIDE RECEPTACLES AND (3) J- BOXES. J -BOX #1 (BELOW COUNTER HEIGHT): INTERCEPT CONDUIT FROM DRIVE -THRU OCS SPEAKER POST OR MENU BOARD SPEAKER LOCATION AND REAR BUILDING CCTV CAMERA, PROVIDE 2 -GANG J -BOX AND ROUTE A 1" CONDUIT UP TO CCTV BOX. J -BOX #2 (CCTV MONITOR HEIGHT): INTERCEPT CONDUIT FROM J -BOX #1, AND ROUTE A 1" CONDUIT UP TO WIRELESS BASE SYSTEM J -BOX. J -BOX #3 (WIRELESS BASE SYSTEM HEIGHT): INTERCEPT CONDUIT FROM J -BOX #2. (CONDUITS NOT SHOWN). SEE DETAIL ON E -501. 45 NOTE NOT USED. O D/T REGISTER AND EXPEDITOR REGISTER: PROVIDE RECEPTACLE AND DATA OUTLET AT 26" AFF. ROUTE 3/4" DATA CONDUIT BACK TO DATA RACK. 0 co qpR M1TgND RECEIVED AUG PERMIT C 16 N2011 ThR Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENOINEERINO 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 360416348677 M: 425-9494099 re nsch.eng i neeril ng@comcast.net IMPORTANT GFI AND CIRCUIT NOTES: ALL 120V OUTLETS IN BACK BAR, FRONT BAR, WORKROOM (AND AS DEFINED BY INSPECTOR & AHJ) AND AS INDICATED ELSEWHERE SHALL BE GFI PROTECTED. GFCI RECEPTACLES ARE ONLY ALLOWED WHERE SHOWN IN PLAN. ALL OTHER GFCI PROTECTED CIRCUITS SHALL BE PROTECTED BY GFI BREAKERS. By RECEPTACLES AND FACEPLATE COLORS SHALL BE: BAR AREA: STAINLESS STEEL PLATES WITH WHITE OUTLETS. WORKROOM AREA: STAINLESS STEEL PLATES WITH WHITE OUTLETS. ENTRY MONUMENT SIGN (COORD. WI ARCH. & SITE PLANS) 2 #10, 3/4 "C W/ GND O O O ELECTRIC HOT WATER HEATER (9KW - 208V/10). 2#6 CU. W/ GND IN 3/4 "C. RETAIL GRINDER/ SCALE: PROVIDE 4 -PLEX RECEPTACLE 0 26" AFF. TWIN BREWER: NEMA 14 -50R RECEPTACLE 0 26" AFF, 3/4 "C -3#6 AND 1#10 GROUND, CONTRACTOR TO PROVIDE A NEMA 14 -50P CORD CAP FOR THE BREWER, BRYANT OR EQUAL. 4O FOR ESPRESSO MACHINE, FURNISH AND INSTALL NEMA 6 -50R RECEPTACLE HUBBELL ELL HBL9367 SERIES OR EQUAL AT 30" AFF. ROUTE 3/4" CONDUIT- (IN2)) STALLANEMAI)6 -50P ANG EDFPLUG, HUBBELL B HBL 368 SER ES OR EQUAL AND UNDER COUNTER REFRIGERATOR: PROVIDE RECEPTACLE 0 26" AFF. REFRIGERATOR AND /OR FREEZER: RECEPTACLE AT 84" AFF. ICE MACHINE (AIR COOLED): PROVIDE RECEPTACLE AND POWER CONNECTION PER MANUFACTURER / CODE REQUIREMENTS. CONFIRM MOUNTING HEIGHT. O SURFACE MOUNTED ELECTRIC FAN FORCED WALL HEATER WITH INTEGRAL THERMOSTAT. KING #PAWS -12 W/ PT -1 STAT (750W -120V) O3/4DISHW CASHER6( IIGH 1 # 0 GRNEMA 14-50R RECEPTACLE 0 18" AFF, 10 NOTE NOT USED. 11 NOTE NOT USED. 12 COFFEE WARMERS: PROVIDE RECEPTACLE(S) ® 26" AFF. 13 BLENDERS: RECEPTACLES ® 48" AFF IN 2 DUPLEX BOXES. O O O 0 NOTE NOT USED. NOTE NOT USED. @.: SAFE: FURNISH AND INSTALL DUPLEX RECEPTACLE AND SECURITY J -BOX AT 18" AFF. GC TO F &I CABLING AND COORDINATE WITH DIEBOLD FOR SAFE INSTALLATION & SETUP. 19 HOT TAP: PROVIDE RECEPTACLE AT 26" AFF. 20 NOTE NOT USED. 21 EXHAUST FAN: FAN SHALL RUN CONTINUOUSLY. (COORDINATE WITH MECHANICAL). 22 MANAGER'S DESK: PROVIDE LAN / / ELECTRICAL DEVICES. SEE DETAILS ON E -501 FOR LOCATIONS AND EQUIREMENTS. ALL REQUIRED OUTLETS ARE NOT NECESSARILY SHOWN. • NOTE NOT USED. NOTE NOT USED. 26 ALARM KEYPAD AND EMERGENCY CALL PHONE: MOUNT 0 54" AFF. ROUTE CONDUIT FROM J -BOX TO SECURITY PANEL. 27 NOTE NOT USED. 28 NOTE NOT USED. 29 DUPLEX CONVENIENCE OUTLET ® 18 "AFF. 30 PHONE PANEL ABOVE CEILING (CONFIRM LOCATION). PROVIDE ADJACENT 4 -PLEX RECEPTACLE. NOTE NOT USED. NOTE NOT USED. 34 CUP LABELER: PROVIDE ISOLATED GROUND RECEPTACLE AND BACKBOX FOR LAN CONNECTION ® 26" AFF. 35 NOTE NOT USED. 36 NOTE NOT USED. 37 WARMING OVEN REFRIGERATOR: F &I 120V POWER RECEPTACLE 028 "AFF. MATCH RECEPTACLE /CIRCUIT RA11NG WITH EQUIPMENT UL RA11NG (CONFIRM). 38 WARMING OVEN: FURNISH & INSTALL NEMA 6 -30R RECEPTACLE ® 28" AFF, & ALL NECESSARY CONDUIT, WIRE ( #10CU., THWN) & CONNECTIONS BACK TO SERVING PANEL. NOTE NOT USED. D/T AUTOMATIC SLIDER WINDOW: PROVIDE (1) CONDUIT AND J -BOX WITH 120V, 20A BRANCH CIRCUIT. SEE MANUFACTURER'S SPECIFICATIONS FOR REQ. 41 WARMING OVEN DATA: F &I FLUSH DATA OUTLET 028 "AFF AND CAT5 DATA CABLE FROM OUTLET BACK TO DATA RACK. D/T MISC. POS EQUIPMENT: PROVIDE A 4 -PLEX RECEPTACLE ® 26" AFF. D/T COMM. BASE UNIT / CCTV MONITOR / MONITOR: PROVIDE (2) DUPLEX RECEPTACLES WITH 120V, 20A DEDICATED GROUND CIRCUIT. SEE ARCH DETAILS FOR MOUNTING HEIGHTS. 44 D/T COMMUNICATION / CCTV SYSTEM: PROVIDE RECEPTACLES AND (3) J- BOXES. J -BOX #1 (BELOW COUNTER HEIGHT): INTERCEPT CONDUIT FROM DRIVE -THRU OCS SPEAKER POST OR MENU BOARD SPEAKER LOCATION AND REAR BUILDING CCTV CAMERA, PROVIDE 2 -GANG J -BOX AND ROUTE A 1" CONDUIT UP TO CCTV BOX. J -BOX #2 (CCTV MONITOR HEIGHT): INTERCEPT CONDUIT FROM J -BOX #1, AND ROUTE A 1" CONDUIT UP TO WIRELESS BASE SYSTEM J -BOX. J -BOX #3 (WIRELESS BASE SYSTEM HEIGHT): INTERCEPT CONDUIT FROM J -BOX #2. (CONDUITS NOT SHOWN). SEE DETAIL ON E -501. 45 NOTE NOT USED. O D/T REGISTER AND EXPEDITOR REGISTER: PROVIDE RECEPTACLE AND DATA OUTLET AT 26" AFF. ROUTE 3/4" DATA CONDUIT BACK TO DATA RACK. 0 co qpR M1TgND RECEIVED AUG PERMIT C 16 N2011 ThR Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENOINEERINO 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 360416348677 M: 425-9494099 re nsch.eng i neeril ng@comcast.net Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Chris Rensch Yumi Roth Chris Rensch Sheet Title: Scale: Power Plan Sheet Number: E -111 Revision Schedule Rev Date By Description 1 05/27/11 Ext. Lighting Addition r"I VJCLiL HUUI CAA. 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Chris Rensch Yumi Roth Chris Rensch Sheet Title: Scale: Power Plan Sheet Number: E -111 STORAGE UNIT LIGHTING PLAN tiZ POWER PANELS TIMECLOCK • © 11611 12 SEE E -111 FOR INSTALLATION NOTES. COMMISSIONING REQUIREMENTS THE CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING CONTROLS AS INDICATED. TEST TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS WITH STARBUCKS AGENT PRESENT. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH STARBUCKS ALONG WITH A ONE PAGE NARRATIVE EXPLAINING HOW TO CONTROL THE SYSTEM FOR THE STORE PARTNERS. SEE E -002 FOR FURTHER REQUIREMENTS. GENERAL LIGHTING NOTES LIGHTING PLAN KEY NOTES O ALL IS NEW UNLESS OTHERWISE NOTED. 0 COORDINATE WITH GC AS TO WHOM IS TO PROVIDE ALL LIGHT FIXTURES AND LAMPS UNLESS NOTED OTHERWISE. OREFER TO ARCHITECTURAL PLANS FOR EXACT FIXTURE LOCATIONS. 0 NOTE NOT USED. E ALL LAMPING IN FOOD PREP AREAS SHALL BE SHATTERPROOF LAMPS IF THE FIXTURE DOES NOT HAVE A LENSE. rn REFER TO ARCHITECTURAL PLANS FOR EXACT FIXTURE LOCATIONS. O CONDUCTOR QUANTITIES ARE NOT SHOWN. F &I PER CODE WITH SWITCHING AS INDICATED BY LETTER DESIGNATION, NOTE, OR LOCAL SWITCH. CONFIRM WIRING DIAGRAMS AND REQUIREMENTS OF ANY SPECIAL LIGHTING CONTROLS. 0 TIMING DEVICE FOR EXTERIOR LIGHTS AND SIGNAGE TO BE LOCATED ADJACENT TO POWER PANELS. SET TIMING DEVICE SO THAT SIGNAGE IS ON AT 5:00 AM AND OFF AT 1:00AM (AT STARBUCKS DIRECTION) ON A 24HR /DAY LOCK ON CIRCUIT. (SEE DETAIL) 2 LIGHTS IDENTIFIED WITH "NL" & EMERGENCY FIXTURES TO BE ON 24 HOUR PER DAY LOCK —ON CIRCUIT CONNECTED TO THE UNSWITCHED HOT LEG. 0 MOTION DETECTOR SWITCH MOUNTED 48" AFF. O4 EXTERIOR BUILDING LIGHTS AT DRIVE —THRU WINDOW TO BE CONTROLLED BY TIMECLOCK. SEE 11MECLOCK DETAIL. OCEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTS AS INDICATED. SET FOR 30 MINUTE DELAY OFF. 6 MOUNT FLUORESCENT LIGHTS IN UNIT ABOVE. SEE ARCH. DETAILS FOR REQUIREMENTS & MOUNTING POSITION. O SEE ARCH. PLANS FOR MOUNTING. 0 LIGHTS CONTROLLED BY PE CELL. FIELD LOCATE PE CELL (NOT SHOWN) ON NORTH FACE OF BUILDING. Og INSTALL LOW VOLTAGE LIGHTS & TRANSFORMER PER CODE & MANUF. REQUIREMENTS. Lighting Fixture Schedule IA I I Count I Description -4 (SEE E -111) X0146 I 1 4 � VD I 1 11443 12 i I I I I LED 7W -R63 PAR20 or Equal Emergency Lighting Equipment 11611 STORAGE UNIT LIGHTING PLAN tiZ POWER PANELS TIMECLOCK • © 11611 12 SEE E -111 FOR INSTALLATION NOTES. COMMISSIONING REQUIREMENTS THE CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING CONTROLS AS INDICATED. TEST TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS WITH STARBUCKS AGENT PRESENT. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH STARBUCKS ALONG WITH A ONE PAGE NARRATIVE EXPLAINING HOW TO CONTROL THE SYSTEM FOR THE STORE PARTNERS. SEE E -002 FOR FURTHER REQUIREMENTS. GENERAL LIGHTING NOTES LIGHTING PLAN KEY NOTES O ALL IS NEW UNLESS OTHERWISE NOTED. 0 COORDINATE WITH GC AS TO WHOM IS TO PROVIDE ALL LIGHT FIXTURES AND LAMPS UNLESS NOTED OTHERWISE. OREFER TO ARCHITECTURAL PLANS FOR EXACT FIXTURE LOCATIONS. 0 NOTE NOT USED. E ALL LAMPING IN FOOD PREP AREAS SHALL BE SHATTERPROOF LAMPS IF THE FIXTURE DOES NOT HAVE A LENSE. rn REFER TO ARCHITECTURAL PLANS FOR EXACT FIXTURE LOCATIONS. O CONDUCTOR QUANTITIES ARE NOT SHOWN. F &I PER CODE WITH SWITCHING AS INDICATED BY LETTER DESIGNATION, NOTE, OR LOCAL SWITCH. CONFIRM WIRING DIAGRAMS AND REQUIREMENTS OF ANY SPECIAL LIGHTING CONTROLS. 0 TIMING DEVICE FOR EXTERIOR LIGHTS AND SIGNAGE TO BE LOCATED ADJACENT TO POWER PANELS. SET TIMING DEVICE SO THAT SIGNAGE IS ON AT 5:00 AM AND OFF AT 1:00AM (AT STARBUCKS DIRECTION) ON A 24HR /DAY LOCK ON CIRCUIT. (SEE DETAIL) 2 LIGHTS IDENTIFIED WITH "NL" & EMERGENCY FIXTURES TO BE ON 24 HOUR PER DAY LOCK —ON CIRCUIT CONNECTED TO THE UNSWITCHED HOT LEG. 0 MOTION DETECTOR SWITCH MOUNTED 48" AFF. O4 EXTERIOR BUILDING LIGHTS AT DRIVE —THRU WINDOW TO BE CONTROLLED BY TIMECLOCK. SEE 11MECLOCK DETAIL. OCEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTS AS INDICATED. SET FOR 30 MINUTE DELAY OFF. 6 MOUNT FLUORESCENT LIGHTS IN UNIT ABOVE. SEE ARCH. DETAILS FOR REQUIREMENTS & MOUNTING POSITION. O SEE ARCH. PLANS FOR MOUNTING. 0 LIGHTS CONTROLLED BY PE CELL. FIELD LOCATE PE CELL (NOT SHOWN) ON NORTH FACE OF BUILDING. Og INSTALL LOW VOLTAGE LIGHTS & TRANSFORMER PER CODE & MANUF. REQUIREMENTS. Lighting Fixture Schedule Design ID I Count I Description I Responsibility I Bulb Comments 05/27/11 11519 4 Track - Rail Surface Mounted - 48in - Black VD 11443 12 Track - Fixture Shrouded - Black VD LED 7W -R63 PAR20 or Equal Emergency Lighting Equipment 11611 I 1 'Emergency Exit Light - White I VD ILED 5W Low Energy or Equal I Additional Fixtures X0140 2 4ft Lensed Surface Mount Fluorescent Lithonia #LB332MV -1/3 VD (3) 32w T8 Lamps - Elec. Ballast 93w Input X0141 1 4ft Lensed Surface Mount Fluorescent Lithonia #SB232MV -GEBI OIS VD (2) 32w T8 Lamps - Elec. Ballast 64w Input X0142 1 4ft Lensed Surface Mount Fluorescent Lithonia #LB332MV- 1 /3 -EL VD (3) 32w T8 Lamps - Elec. Ballast 93w Input w/ Emergency Backup X0143 10 4ft lensed weatherproof Fluorescent Lithonia #DMW- 1- 48T8HO- MV- GEB101S VD (1) 44w T8 HO Lamps - Elec. Ballast 46w Input X0144 2 Low Voltage MR16 Adj. Downlight - Bronze B -K #DSMR- 9BZP9B VD 50w MR16 - 60 °W Flood F &I Compatible 50VA Transformer X0145 4 plus Site (note 2) Exterior Light - Coord. w/ Starbucks VD 60w A -Lamp 60w Maximum Input X0146 6 4ft Fluorescent Strip w/ Wire Cage Lithonia #Z132MV -GEBI OIS VD (1) 32w T8 Lamps - Elec. Ballast 32w Input w/ Symmetric Reflector & Wire Guard. X0147 7 LED Undercounter Task Light - 24in Bronze - CSL # ECL -24BZ VD 14.4w LED Per Fixture 15w input - w/ lea EWM -1 BZ Hard Wire Connector w/ Switch & 18" BZ Linking Cords as needed. X0148 2 Low Voltage Adjustable /Recessed Downli t B on a B -K #VSMR7- BZP -9AJ VD 50w MR16 - 26° N Flood F &I Compatible 50VA Transformer X0149 A dditiona Li 9 g ting Equipment Starbucks Custom Exterior Lighting VD 50w Metal Hallide 65w Input CL 1 Current Limiter for R series Track - Juno RCFL21 BL w/ TCL1 BL - Black VD lAmp Current Limiter -Black Lighting Schedule Notes: 1. Contractor shall coordinate with schedule and Starbucks to ensure that all light fixtures in food preparation areas are provided with shatter proof lamps or lenses. 2. See Site Plan & Architectural Details for additional lights. (2) MARQUEE SIGN (COORD. W/ ARCH. & SITE PLANS) LIGHTING PLAN 12 B -24 PER TIMECLOCK X0149 (2) DT ENTRY SIGN (COORD. W/ ARCH. & SITE PLANS) 1J S RECEIVED AuG 1.6 2011 PERMIT CENTER IWIRES -- 11 I Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 360.8638677 M: 425-9496099 rensch.englineering@comeast.net Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Chris Rensch Yumi Roth Chris Rensch Sheet Title: Scale: Lighting Plan Sheet Number: E -112 Revision Schedule Rev Date By Description 1 05/27/11 Ext. Lighting Addition rl IJJCI;I h\uul CJJ. 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Chris Rensch Yumi Roth Chris Rensch Sheet Title: Scale: Lighting Plan Sheet Number: E -112 J I- J ACCESS PANEL COORD. W /GC #8, 3/4 "C A- 20,22,24 B -1 ACCESS PANEL (COORD. W /GC) UPPER LEVEL POWER & LIGHTING PLAN 0 1 2 3 4 8 12 POWER PLAN KEY NOTES 0 MOTION SENSOR LIGHT SWITCH. O2 EXHAUST FAN: CONNECT TO TIMECLOCK (SEE DETAIL ON E -501). FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED MODE. COORDINATE WITH MECHANICAL. O3 FURNISH AND INSTALL MAINTENANCE RECEPTACLE, LIGHT & SWITCH AS NEEDED FOR HVAC UNIT. (FIELD VERIFY BEST LOCATIONS). 11.).:8 RECEIVED AUG 162011 PERMIT CENTER 494i, 7'110 4vact ft9i,64 'EXPIRES /c27-2777)-7(T1 Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCH ENGINEERING 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 360.863.6677 M: 425.9494099 re nsc h.e n g i n ee rl ng@comcast.net Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Chris Rensch Yumi Roth Chris Rensch Sheet Title: Scale: Upper Level Power & Lighting Plan Sheet Number: E -113 Revision Schedule Rev Date By Description rrUjeUL HUUrebS: 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Chris Rensch Yumi Roth Chris Rensch Sheet Title: Scale: Upper Level Power & Lighting Plan Sheet Number: E -113 'HOTSPOT' F` J -BOX FOR T1 INTERNET CONNECTIONS- -1 MOUNT ®92" AFF. PROE AN ORANGE COVER PLATE. DEDICATED 1" EMT CONDUIT TO SECURITY VID TELEPHONE LINES -2 CAT5 CABLES PANEL J -BOX. (BY OTHERS). -1 I J -BOX FOR TELECOMMUNICATION WIRING -MOUNT 'HOTSPOT' I I ABOVE CEILING, ROUTE BACK TO DEMARC PANEL. �� DEDICATED 3/4 „ EMT CONDUIT TO SECURITY PANEL J -BOX. SECURITY STROBE J -BOX Ti LINE -1 CAT5 CABLE I I (BY OTHERS) �mr (2) 1” EMT CONDUITS FOR SECURITY DSL /FRAME RELAY LINE -1 CAT5 if � � � AND VIDEO PLENUM CABLES. � DEDICATED 1/2" EMT STROBE LOCATION J -BOX CABLE (BY OTHERS) _ II �� I II II I J -� 92" SECURITY PANEL J -BOX -MOUNT 92 CONDUIT TO SECURITY AFF & 15" OVER FROM ADJACENT DUPLEX. PANEL J -BOX /�f COMM LOW VOLTAGE LINE OF CEILING / I L 00 8 DEDICATED POWER -� CIRCUIT TO PANEL (IF PRESENT) CAMERA I SAFE ARE II r II H BASE MOTION DETECTOR RECEPTACLE FOR MUSIC BLACKBOX. (n )X DEDICATED POWER c CIRCUIT TO PANEL 1 (BY OTHERS) + 3/4" EMT CONDUIT (BY OTHERS) II J -BOX FOR DSL /FRAME RELAY LINE -MOUNT ®92 AFF. 92" CONFIRM II MONITOR CCTV MOUNTING MICROPHONE /SPEAKER FRONT DOOR CAMERA J -BOX II II II II DUPLEX FOR SECURITY PANEL -MOUNT ®92 AFF. J -BOX FOR o B HEIGHTS (BY OTHERS) SECURITY J -BOX W/ARCH. / SHEETS. J -BOX FOR POS TELEPHONE. J -BOX LOCATED POWER CIRCUIT TO PANEL H II II II 8 I II 8 / QUADPLEX FOR SECURITY CAMERA SECURITY KEYPAD. POWER SUPPLIES -MOUNT 0 92" AFF. ■ !'�� DEDICATED DUPLEX FOR POS. ADJACENT TO SAFE Li -- DUPLEX OUTLET FOR DUPLEX FOR SECURITY -MOUNT ®48" MUSIC SYSTEM o a DISPLAY MONITOR, CCTV, & POS S -ATION EXPEDITOR STATION 4- SQUARE BOX FOR LAN. POS STATION RECEPTACLES FOR DEDICATED DUPLEX CHECK VALIDATION OUTLET FOR SAFE & CASH DRAWERS \ I / AFF. COMM BASE POWER OUTLETS WORKSTATION DEDICATED DUPLEX (ORANGE) PLUG IN ONLY ISOBAR REGISTER /EXPEDITOR POWER & DATA OUTLETS I I o - III o I I I - , I_ II 7 = = _ _ - = II _ _ _ _ I 1 "C -�.- (TYP) I- 0 --I (ORANGE) POS I EQUIPMENT ___\ I I \ II HERE -MOUNT 0 42" AFF. I I a co • oon I o0L0 TO IT RACK o 0 0o 00 I FF I °° °O \-- -I I Co ° a III I J -BOX FOR POS TELEPHONE. TO IT _ � -- �J TO POWER PANELS 4 SQUARE BOX FOR LAN. ' LI I II RACK _ TO POWER PANELS _ _ J J J DEDICATED CONDUIT SQUARE BOX FOR QUAD RECEPTACLE MANAGER'S STATION 12" AFF. TO DT CAMERA DT POS DT POS TO SECURITY PANEL J -BOX SAFE SYSTEM DIAGRAM J -BOX FOR (2) TELEPHONE JACKS. TO POWER PANELS NOTES: 1) COORDINATE ALL J -BOX LOCATIONS WITH SECURITY VENDOR PRIOR TO ROUGH IN INCLUDING SECURITY PANEL, SAFE, KEYPAD, STROBE, FRONT DOOR CAMERA, MOTION DETECTOR, MICROPHONE /SPEAKER, AND CAMERA. 2) COORDINATE "SECURITY J -BOX" AND "SECURITY STROBE J -BOX" LOCATIONS WITH SECURITY VENDOR PRIOR TO ROUGH -IN. 3) CONDUCTORS ARE NOT SHOWN. TO SPEAKER POST LAN/POWER/PHONE/SECURITY 0 MAIN BONDING JUMPER SERVICE DISCONNECT SWITCH PANEL BOARD TO METAL WATER PIPE. �+ ,AA, `' 1'4/lir' btl%:Ls2� 0,70,444/0 ,, Ci' '-.ER C a �'; . % i. ;. �," , ;. RECEIVED ��� C r A. AUG 16 2011 �d x,39601 � ,,,tiG A �a PEM1TNTER , TO NEUTRAL BUS GROUND BUS BOND TO BLDG. STEEL PER CODE. BUILDING STEEL ELECTRODE r l , OR I J BOND BOND TO MAIN WATER SHUT -OFF VALVE ASTRONOMIC (2 CHANNEL N TIMESWITCH, TORK #EWZ201, EQUIPMENT SET TO TURN ON SIGNAGE /LIGHTING AT 5: 00 r - - i FOOTING AM AND OFF AT 1:00 AM 0 CONDUCTORS�N PING •)) - 5' -0° MAX A(CONFIRM WITH STARBUCKS) B -36 ND TURN EXHAUST FAN ) B 1 I �, Q.F ALLOWED �S� -./ AHJ) NOTES: ' '\����� _rl I L J © Ir ', MAIN WATER SERVICE — — ON /OFF WITH STORE HOURS. CONNECT TO 24 HRS /DAY RESTROOM EXHAUST FAN LOCK ON CIRCUIT. SIGNAGE /MENU BOARD /DT LIGHTS SIGNAGE AND EXHAUST FAN CONTROL DETAIL \ COPPER WATER LINE UNDERGROUND. CONNECT TO REBAR AT A CLEANED POINT WITH EXOTHERMIC WELD. REBAR SHALL BE A MIN. )" DIA. AND 20 FT. IN LENGTH, ENCLOSED BY MIN. OF 2" OF CONCRETE. 1. THIS DETAIL IS APPLICABLE WHEN STARBUCKS IS MODIFING AN EXISTING OR INSTALLING A NEW BUILDING SERVICE. IF MAIN BUILDING POWER SERVICE IS BY OTHERS, CONTRACTOR SHALL ENSURE GROUNDING SYSTEM INSTALLED BY OTHERS IS PER CODE. 2. GROUNDING ELECTRODE SYSTEM INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH LOCAL CODES AND /OR AUTHORITIES HAVING JURISDICTION. 3. ALL GROUNDING ELECTRODE CONDUCTORS AND BONDING JUMPERS TO BE SIZED PER CODE. GROUNDING DETAIL CI (WITH UPDATED TIMECLOCK SPEC) lel NTS DETECTOR LOOP CENTERED ON NI- ---� DETAIL GENERAL NOTES DETAIL KEY NOTES SPEAKER POST 2 BELOW TOP OF ROADWAY. COORD. WITH I GENERAL SO THAT PAVEMENT I DOES NOT NEED TO BE CUT I I FACE OF 3 4 O 3/4" CONCRETE O CONDUIT ONLY _ I I S- DRIVE -THRU LANE -S OA PROVIDE A COMPLETE & OPERATING SYSTEM. ALL ITEMS ARE NOT O SPEAKER POST POWER: F &I 120V POWER FROM STARBUCKS POWER PANEL. I NECESSARILY SHOWN. 1 UNDERGROUND CONDUIT WITH 2 #10 & 1 #10 G, CU CONDUCTORS. ) O PROVIDE CORE DRILLS, CONCRETE CUTTING, UNDERGROUND BORING, AND 2 DT SIGNAGE AND MENU BOARD: F &I 120V POWER FROM STARBUCKS PATCHING TO ROUTE RACEWAY(S) THROUGH FLOOR SLAB INTO WALLS AND 3/4" THRU /BELOW EXISTING CONCRETE PAVING. COORDINATE WITH STARBUCKS PANEL(S) VIA STARBUCKS TIMECLOCK. 3/4 UNDERGROUND CONDUIT WITH 2 SPEAKER POST: F &I AND GENERAL CONTRACTOR TO DETERMINE SPECIFIC APPROVED METHODS #10 & 1 #10 G, CU. J -BOX INSIDE SPEAKER AND EXACT LOCATIONS. 3 CONDUIT STUBBED UP THROUGH FOUNDATION. POST AS NEEDED 4 NOTE NOT USED. 0 CONTRACTOR IS RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL THE FULL SCOPE OF WORK. 0 — — "' I BOLLARD Op A LOCATING SERVICE SHALL BE USED TO LOCATE ALL EXISTING 5 NOTE NOT USED. 0 UNDERGROUND PIPES AND CONDUITS PRIOR TO TRENCHING. 6 SPEAKER POST DATA F &I 1" UNDERGROUND CONDUIT TO STARBUCKS "IT" RACK AND STUB IN WALL BEHIND RACK. E REVIEW ALL CIVIL DRAWINGS AND COORDINATE TRENCHING ROUTES PRIOR TO TRENCHING. O DETECTOR LOOP: STUB 3/4" UNDERGROUND CONDUIT FOR DETECTOR LOOP. © � ��� - `_ B -38 F STARBUCKS CONTRACTOR IS RESPONSIBLE FOR ALL WORK NOT BEING O8 SPEAKER POST AUDIO /VIDEO: ROUTE 1" CONDUIT UNDERGROUND TO �� B 36 O \\ FURNISHED AND INSTALLED BY LANDLORD'S CONTRACTOR (COORDINATE WITH STARBUCKS DT P.O.S. AREA AT DT WINDOW FOR AUDIO/DETECTOR LOOP WIRING (SEPARATE CABLES SAME CONDUIT). TO PANELS ���� \ TO GC & SEE WORKLETTER). - ��' PREVIEW O SEE ARCHITECTURAL SHEETS FOR SIGNAGE INFORMA11ON AND EXACT © � Q r BOARD LOCATIONS. �� OUTLINE OF MENU & DT © CONCRETE FOOTING BOARD ABOVE SIGNAGE HO FURNISH AND INSTALL PULL STRINGS IN ALL CONDUITS. ALL CONDUIT STUBS �� SHALL BE TYPE RMC CONDUIT WITH BUSHINGS. OTHER PORTIONS OF 0 ���\ O UNDERGROUND CONDUIT MAY BE PVC. (IF ALLOWED BY AHJ AND PER LOCAL �� CONDITIONS). ALL CONDUITS ABOVE GRADE SHALL BE EMT UNLESS (rn'•) J OTHERWISE NOTED.5ry OI NOTE NOT USED. ALL CONDUITS SO THAT VENDORS WILL KNOW O WHICH CONDUITS SHALL USE. BOARD DETIAIIL ©F &I HAND HOLES WHERE NEEDED PER CODE AND TO INSTALL CABLE /WIRE. ,MENU NTS -EXACT ORIENTATION NOT SHOWN. SEE SITE PLAN & ARCH. DETAILS. NOTE NOT USED. 0 SEE E1.0 FOR LOW VOLTAGE CABLE AND SPECIFICATION REQUIREMENTS. )EXPIRES is -3 0 - -c)t/ I Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 5608634677 M: 425-9494099 rensch.engineering@comcast.net Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Chris Rensch Drawn by: Yumi Roth Checked by: Chris Rensch Sheet Title: Scale: Electrical Details Sheet Number: E -501 Revision Schedule Rev Date By Description riujelt I-%uu1C.�J. 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Chris Rensch Drawn by: Yumi Roth Checked by: Chris Rensch Sheet Title: Scale: Electrical Details Sheet Number: E -501 PLUMBING SYMBOLS LEGEND PLUMBING ABBREVIATIONS GENERAL PLUMBING NOTES Date By S OR W SANITARY OR WASTE PIPING 3PL THIRD PARTY LOGISTICS GC GENERAL CONTRACTOR REF REFERENCE GFCI GROUND FAULT REQ('D) REQUIRE(D) AFF ABOVE FINISHED FLOOR CIRCUIT INTERRUPTER AHJ AUTHORITIES HAVING REV REVISION /REVISION JURISDICTION GW GREASE WASTE SHT SHEET APPROX APPROXIMATE HR HOUR SPECS SPECIFICATION S HVAC HEARING VENTILATION O SF SQUARE FEET BLDG BUILDING AND AIR CONDITIONING SS STAINLESS STEEL HW HOT WATER CEILING CLG CE HS HANDSINK TEL TELEPHONE CONST CEILING C110N HWS HOT WATER SUPPLY TEMP TEMPORARY CW DOMESTIC COLD WATER HWR HOT WATER RETURN lYP TYPICAL NV TEMPERATURE MIXING VALVE DEG DEGREES LL LANDLORD TW TEMPERED HOT WATER DTL DETAIL LV LOW VOLTAGE DN DOWN MAX MAXIMUM UNO UNLESS NOTED OTHERWISE DWG(S) DRAWING(S) MECH MECHANICAL V VENT MC MECHANICAL CONTRACTOR EA EACH MDP MAIN DISTRIBUTION PANEL W SANITARY WASTE EC ELECTRICAL CONTRACTOR MEP MECHANICAL, ELECTRICAL WH WATER HEATER ELEC ELECTRICAL AND PLUMBING WP WEATHER PROOF EM EMERGENCY MFG MANUFACTURER WCO WALL CLEANOUT (E) OR (EX) EXISTING MIN MINIMUM EXT EXTERIOR MS MOP SINK FD FLOOR DRAIN NL NIGHTLIGHT FS FLOOR SINK NTS NOT TO SCALE F &I FURNISH & INSTALL FR FLOOR PC PLUMBING CONTRACTOR FT FOOT/FEET PS PREP SINK FCO FLOOR CLEANOUT POC POINT OF CONNECTION PM PROJECT MANAGER 1. PC SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO 5. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED CONSTRUCTION AND BE RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO BY OTHER TRADES, AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES START OF WORK TO REVEAL THE FULL SCOPE OF WORK. IN ADDITION, THE PC PRIOR TO PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE SHALL THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, PIPING, AND OF THE FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE FIXTURES WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT TAKEN FROM FROM ACTUAL BUILDING DIMENSIONS. PREVENTS THE PROPER INSTALLATION OF THE PLUMBING WORK. 6. THE PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH OTHER 2. PC SHALL COORDINATE WITH THE GC TO PATCH AND REPAIR ALL EXISTING TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT OTHER DRAWINGS. SEE ARCH. DRAWINGS FOR FIXTURES IN CASEWORK AND MAY BECOME DAMAGED DURING THE COURSE OF WORK. PLUMBING DETAILS. 3. EXPOSED /SURFACE MOUNTED PIPING IS ONLY ALLOWED IN THE BAR AREA 7. NOTE NOT USED. UNDER COUNTERTOPS, WHERE IT DOES NOT OBSTRUCT CABINETS /DEVICES AND WHERE APPROVED BY STARBUCKS CM. IF ROUTED THROUGH CABINETS, IT 8. ALL PIPING AND /OR PLUMBING DEVICES SHALL BE SUPPORTED FROM SHALL BE ROUTED TO MAXIMIZE STORAGE SPACE AND BE PROTECTED FROM STRUCTURE (NOT FROM HVAC DUCTS OR OTHER PIPES /CONDUITS). DAMAGE. 9. ALL IS NEW UNLESS OTHERWISE NOTED. 4. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF SYSTEM(S). F &I ALL COMPONENTS NEEDED WHETHER INDICATED OR NOT TO PROVIDE A COMPLETE AND OPERATING SYSTEM. I BV BALL VALVE BELOW SLAB U.N.O. ( ) —D4 GV GATE VALVE V SANITARY VENT PIPING GREASE WASTE PIPING CH. V CHECK VALVE PRV GW �� BELOW SLAB U.N.O. ( ) PRESSURE REDUCING VALVE CD CD CONDENSATE DRAIN RV RELIEF VALVE BFP BACKFLOW PREVENTER CW COLD WATER PIPING -N4 HW HOT WATER PIPING CWF CWF COLD WATER FILTERED -4. HB HOSE BIBB SHOCK ABSORBER Q CWN COLD WATER NANO FILTERED —CWN CWS COLD WATER SOFTENED Ni. STRAINER —CWS TW TEMPERED HOT WATER i WCO WALL CLEANOUT FCO FLOOR CLEANOUT • Q LANDLORD REQUIREMENTS GW GW GREASE WASTE FS FLOOR SINK � G G GAS PIPING WM WATER METER POC CONNECT TO EXISTING STOP VALVE AT FIXTURE 0 PRIOR TO BID: THE CONTRACTOR SHALL COORDINATE WITH LANDLORD /BUILDING © LANDLORD'S SCOPE OF WORK: THE LANDLORD SHALL COMPLETE THE O 4 OWNER FOR ANY CONSTRUCTION REQUIREMENTS /SPECIFICATIONS. IF SCOPE OF WORK AS AGREED UPON WITH STARBUCKS IN THE LANDLORD /BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL LANDLORD'S WORK LETTER. WHERE LANDLORD'S SCOPE OF WORK IS BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS /SPECIFICATIONS AND INDICATED /CLARIFIED IN THESE PLANS, IT SHALL BE FURNISHED AND ADHERE TO THEM. WHERE LANDLORD BUILDING OWNER REQUIREMENTS ARE INSTALLED AS SPECIFIED /INDICATED. ANY QUESTIONS AND/OR MORE STRINGENT THAN SHOWN IN THESE PLANS (IN THE OPINION OF THE DISCREPANCIES SHALL BE BROUGHT TO STARBUCKS ATTENTION FOR ENGINEER), LANDLORD /BUILDING OWNER REQUIREMENTS SHALL GOVERN, CLARIFICATION. PLUMBING SPECIFICATIONS BASIC MATERIALS AND METHODS PIPING INSULATION LEED SYSTEM COMMISSIONING GENERAL SPECIFICATION NOTES MATERIALS PROVIDE ALL NEW MATERIAL AND FIXTURES UNLESS NOTED OTHERWISE. ALL FIXTURES AND MATERIALS SHALL BE LABELED AND LISTED WHERE REQUIRED BY CODE AND AHJ. CUTTING, CORING AND FITTING PERFORM REPAIRING AND FINISHING OF THE WORK NECESSARY FOR THE INSTALLATION OF THE FIXTURE. HOWEVER, NO CUTTING OF THE WORK OF OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL BE DONE WITHOUT THE CONSENT OF THE ARCHITECT, CONSTRUCTION MANAGER, GC, AND /OR OWNER. PROPERLY FILL, SEAL, FIREPROOF, AND WATERPROOF ALL OPENINGS, SLEEVES AND HOLES IN SLABS, WALLS, AND CASEWORK. HANGERS & SUPPORTS THE PLUMBING CONTRACTOR SHALL F &I ALL PIPE SUPPORTS NEEDED FOR EQUIPMENT AND MATERIAL ALL HORIZONTAL RUNS OF PIPING SHALL BE SUPPORTED BY PIPE HANGERS SPACED NOT MORE THAN 10 FEET O.C. FOR PIPES 1 -1/4" AND LARGER, AND 8 FEET O.C. FOR PIPES SMALLER THAN 1 -1/4" AND AT EACH JOINT FOR SOIL OR WASTE PIPE. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE NEEDED TO PREVENT SAGGING. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED COATINGS; NONMETALLIC COATED FOR HANGERS IN DIRECT CONTACT WITH COPPER TUBING. CONNECTIONS INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1 -1/2 ". WELD PIPING USE NON -LEAD, NON - ANTIMONY SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE. INSTALLATION INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET STANDOFFS CLEANING FROM MOUNTING SURFACES SUFFICIENT TO ALLOW 1" CLEAN SPACE AROUND ALL PIPING, INCLUDING ANY ADDED PIPING INSULATION. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM -BOARD PARTITIONS, CONCRETE FLOOR, AND ROOF SLABS /STRUCTURE. SEAL PIPE PENETRATIONS THROUGH RATED CONSTRUCTION WITH FIRESTOPPING SEALANT MATERIAL MEETING CODE, AHJ, AND ARCHITECTS REQUIREMENTS. EQUIPMENT THE PLUMBING CONTRACTOR SHALL VERIFY ANY EQUIPMENT LOCATION AND SIZES REQUIRING PLUMBING CONNECTION(S) WITH THE TRADE AND VENDOR SUPPLYING THE EQUIPMENT PRIOR TO ROUGH -IN. CLEANOUTS F &I J.R. SMITH OR EQUIVALENT FLOOR AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS AND WHERE NEEDED IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP. IN AREAS WITH RESILIENT FLOORING, PROVIDE CLEANOUTS WITH SQUARE, ADJUSTABLE, NICKEL BRONZE TOP WITH RILE RECESS. CLEANOUTS SHALL BE SAME SIZE AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4" WILL NOT BE REQUIRED. WHERE CLEANOUTS OCCUR IN WALLS OF FINISHED AREAS, THEY SHALL BE CONCEALED BEHIND CHROME PLATED ACCESS COVERS. TESTING ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED BY AHJ. TEST WATER PURITY ACCORDING TO AHJ AND SUBMIT CERTIFIED TEST RESULTS TO AHJ FOR REVIEW AND APPROVAL. SOIL, WASTE AND VENT PIPING " SOIL, WASTE AND IRON PIPING 1FI AND SMALLER SHALL GASKET SERVICE WEIGHT, HT EEL SHIELD CAST AND CLAMP. PIPE AND PROVIDE FITTINGS WITH E PIPE AND GASKET AND STAINLESS STEEL SHIELD AND CLAMP. PROVIDE HUB -TYPE PIPE AND FITTINGS BELOW GRADE WHERE REQUIRED BY LOCAL CODES OR AHJ. SCHEDULE 40 ABS AND FITTINGS WITH SOLVENT WELD MAY BE SUBSTITUTED FOR SOIL, WASTE AND VENT PIPING, ABOVE AND BELOW GROUND IF ALLOWED BY AHJ. HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4 INCH PER FOOT WHERE POSSIBLE BUT IN NO CASE LESS " THAN 1/8" PER FOOT. APPLY TO BUILDING DEPARTMENT FOR VARIANCE IF 1/8 IS NEEDED. COORDINATE WITH AHJ FOR DRAINAGE REQUIREMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE TO FLOOR DRAINS. PROVIDE PIPED DRAIN TO SANITARY IF REQUIRED BY AHJ. RELOCATE ANY VENTS NECESSARY TO GIVE 10 FOOT CLEARANCE FROM HVAC INTAKE. COORDINATE WITH HVAC CONTRACTOR. DOMESTIC WATER PIPING 2" AND SMALLER SHALL BE COPPER TUBE WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH LEAD FREE SOLDER. PROVIDE TYPE "L" COPPER TUBE ABOVE GROUND AND TYPE "K" BELOW GROUND. CONDENSATE DRAINAGE PIPING THE PLUMBING CONTRACTOR SHALL F &I CONDENSATE DRAINS FOR AIR HANDLING UNITS, REFRIGERATION EQUIPMENT, & ANY OTHER APPLICABLE EQUIPMENT. CONDENSATE DRAINAGE PIPING SHALL BE TYPE "M" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH 50/50 SOLDER. WATER PIPING F &I THERMAL INSULATION ON ALL HOT & COLD WATER, AND HORIZONTAL WASTE PIPING IN CEILING SPACES, AND ON ALL COLD WATER PIPING IN CASEWORK AND BAR AREAS. USE SELF - SEALING CLOSED CELL FOAM OR JACKETED FIBERGLASS INSULATION WITH MANUFACTURER APPROVED ADHESIVES, SEALERS, AND COATINGS. ALL MATERIALS USED SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 A SMOKE DEVELOPED INDEX NOT MORE THAN 50. UNLESS OTHERWISE REQUIRED BY THE AHJ OR ENERGY CODES, THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: PIPE SIZE INSULATION THICKNESS CONTRACTOR RESPONSIBILITIES FOR BUILDING COMMISSIONING NOTE: "CONTRACTOR" MEANS "PLUMBING CONTRACTOR" WHEN REFERENCED ANYWHERE IN THE PLUMBING CONSTRUCTION DOCUMENTS UNLESS WORK AND . EQUIPMENT HAS BEEN COORDINATED BETWEEN THE PLUMBING AND GENERAL CONTRACTORS TO BE PROVIDED BY THE GENERAL CONTRACTOR. "NEEDED ", "PROVIDE", AND INSTALL MEANS ALL ITEMS CALLED OUT IN THE CONTRACT DOCUMENTS AND ANY ADDITIONAL ITEMS NOT CALLED OUT BUT REQUIRED TO MAKE A COMPLETE AND OPERATIONAL SYSTEM. SCOPE THE INTENT OF THE SPECIFICATIONS AND THE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL PLUMBING SYSTEM. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WORK. STANDARDS EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ASME, ASTM, UL, NEMA, NSF, ANSI, ASHRAE, NFPA, IAPMO, OR ICBO, OR OTHERAPPLICABLE AGENCY AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY. CODES PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT PLUMBING CODE, STATE AND LOCAL CODES /ORDINANCES AND AHJ. ALL WORK SHALL ALSO BE IN COMPLIANCE WITH BUILDING OWNER'S CRITERIA. IN CASE OF CONFLICT BETWEEN THE DRAWINGS SPECIFICATIONS CODES, ORDINANCES, AND AHJ, ' THE MOST STRINGENT STANDARD (IN THE OPINION OF THE ENGINEER SHALL ( ) ANDLY. TH PLUM CONTRACTOR SHALL SATISFY CODE, AY, DRAWINGS, AND SPECIFE ICATIONN ING S AS A MINIMUM STANDARD WITHOUT ANY E EXTRA COST. PERMITS AND FEES PER PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING SCOPE OF WORK. WARRANTY THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. v., 2. 8 2.1.. CONTRACTOR SHALL PROVIDE SUPPORT AND WORK AS SPECIFIED, NEEDED AND REQUIRED TO CONDUCT AND FACILITATE STARBUCKS STAFF BUILDING COMMISSIONING EFFORTS. THIS WORK WILL BE COMPRISED OF THREE DISTINCT EFFORTS: 1) SUPPORT STARBUCKS COMMISSIONING AGENT (CXA) DURING INSTALLATION VERIFICATION AND CORRECT DISCLOSED DEFICIENCIES; 2) PERFORM TESTING, ADJUSTING, BALANCING AND SYSTEM STARTUP AND SUPPORT FUNCTIONAL PERFORMANCE TESTING BY STARBUCKS CXA; 3) CORRECT DEFICIENCIES DISCLOSED BY FUNCTIONAL PERFORMANCE TESTING AND SUBMIT REPORTS. CONTRACTOR SHALL PERFORM AND PROVIDE THE FOLLOWING: A. SYSTEMS SUBJECT TO COMMISSIONING MAY INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC HOT WATER GENERATION HVAC SYSTEMS, ROOFTOP UNITS, EXHAUST FANS, HVAC CONTROLS, LIGHTING CONTROLS AIR CURTAINS, BUILT -IN REFRIGERATION EQUIPMENT, AND RENEWABLE ENERGY SYSTEMS. B. CONTRACTORex SHALL INCLUDE COMMISSIONING ACTIVITIES IN PROJECT SCHEDULE AND SHOW INTERVALS FOR PERFORMANCE OF WORK FOR WHICH CONTRACTOR IS RESPONSIBLE AND INTERVALS FOR WORK PERFORMED BY STARBUCKS CXA. CONTRACTOR SHALL SHOW RESOURCES FOR PERFORMING ALL WORK RELATED TO COMMISSIONING ACTIVITIES ON A LINE ITEM IN THE SCHEDULE OF VALUES. C. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND ALL CONTRACT DOCUMENTS. ENSURE THAT ALL EQUIPMENT IS INSTALLED TOTALLY COMPLETE, AND ACCESSIBLE TO STARBUCKS CXA FOR INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TESTING PRIOR TO THE SCHEDULED START OF INSTALLATION VERIFICATION. D. INSTALLATION VERIFICATION SHALL BE PERFORMED BY STARBUCKS' CXA. CONTRACTOR SHALL SUPPORT STARBUCKS CXA INSTALLATION VERIFICATION EFFORTS AS NECESSARY. PROVIDE ALL ACCESS AND EQUIPMENT NECESSARY FOR STARBUCKS STAFF TO VERIFY THAT THE EQUIPMENT IS INSTALLED CORRECTLY. E. CONTRACTOR SHALL BE READILY AVAILABLE DURING INSTALLATION VERIFICATION TO CORRECT ANY DEFICIENCIES OR DEFECTS DISCLOSED BY THE INSTALLATION WIThOUTRDISRUP11ONSOF THE CO STRUCTION SCHEDULE IN A TIMELY MANNER F. ALL HVAC, EXHAUST FAN, AND AIR CURTAIN EQUIPMENT SHALL BE TESTED, ADJUSTED AND BALANCED BY THE CONTRACTOR'S TESTING, ADJUSTING AND BALANCE AGENT (SEE TESTING, ADJUSTING AND BALANCING) AFTER THE SYSTEM IS VERIFIED TO BE COMPLETE AND CORRECT BY STARBUCKS CXA, IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DOCUMENTS. ALL HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS. DELIVERABLES: PRELIMINARY, WRITTEN TESTING AND AIR REPORT CONFORMING TO THE REQUIREMENTS DOCUMENTING CFIED,ETC. MTOT HEREIN, THE STARBUCKS IMMEDIATELY UPON COMPLETION OF THE WORK. G. CONTRACTOR SHALL INFORM STARBUCKS CXA WHEN EQUIPMENT IS READY FOR FUNCTIONAL PERFORMANCE TESTING. ALL EQUIPMENT SHALL BE READY FOR FUNCTIONAL SHALL OPERATE QUIP ENT TESTING OR STARBUCKS CXA AND VERIFY NBY DEMONSTRATION THE CORRECT OPERATION OF EQUIPMENT, RESPONSE OF SENSORS, AND PROPER EXECUTION OF HVAC CONTROL AND LIGHTING SEQUENCES; INCLUDING BUT NOT LIMITED TO, AIR MOVEMENT, TEMPERATURE, SOUND, AND CONTROL RESPONSE. PROVIDE ANY SECURITY ACCESS, HARDWARE, SOFTWARE, OR OTHER SUPPORT AS NEEDED FOR THE G. STARBUCKS KS CXA X EFFICIENTLY WITNESS AND DOCUMENT ALL AND IP RESPONSE TO TESTINGSEQUENCES AND RPREPARE A LIST OF ANY OPERATION DEFICIENCIES DISCLOSED BY THE FUNCTIONAL PERFORMANCE TESTS FOR CORRECTION BY THE CONTRACTOR. EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, AIR HANDLING UNITS, ROOFTOP AND SPLIT TYPE, CONDENSING UNITS, EXHAUST FANS, LIGHTING CONTROLS, ETC. DELIVERABLES: PROVIDE COMPLETED COPIES OF ALL START UP REPORTS, FILLED OUT ON THE MANUFACTURERS' FORMS, TO THE STARBUCKS CXA. H. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES DISCLOSED DURING THE FUNCTIONAL PERFORMANCE TESTING PROCESS. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. I. CONTRACTOR SHALL BE READILY AVAILABLE FOR ANY RE- TESTING OF EQUIPMENT DEEMED NECESSARY BY STARBUCKS CXA DURING INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE RESTING. CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ISSUES OR DEFICIENCIES FOUND IN THE SYSTEM DURING ANY AND ALL RE- TESTING. CORRECTIONS SHOULD BE MADE IN A TIMELY MANNER WITHOUT DISRUPTION TO THE SYSTEM AND CONSTRUCTION SCHEDULE. DELIVERABLES: FINAL BALANCE REPORT, DEFICIENCIES LIST NOTING CORRECTIVE ACTIONS PERFORMED BY CONTRACTOR IN RESPONSE TO INSTALLATION VERIFICATION AND FUNCTIONAL PERFORMANCE TEST RESULTS. . CONSTRUCTION AND POST CONSTRUCTION J REQUIRED BY LEED AND OTHER PROCESSES THAT�MAY ADDITIONAL TESTING MAY BE OCCUR OUT OF SEQUENCE WITH COMMISSIONING CONTRACTOR SHALL CONDUCT, M. AND SCHEDULE THIS TESTING AS DIRECTED BY STARBUCKS CXA. LESS THAN OR 1" EQUAL TO 1l¢' = 2° DIA. OR GREATER= 1 -1/2" INSULATION VALUE = k VALUE NOT EXCEEDING 0.27 BTU * INCH /h *ft * F SAFETY COVERS INSTALL NO -SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP UNDER ADA SINKS AS FURNISHED BY STARBUCKS. ICE BIN DRAINS " INSULATE ICE BIN COPPER DRAIN LINES WITH 1/2 THICK, SELF- SEALING, CLOSED CELL FOAM. RAIN CONDUCTORS INSULATE RAIN WATER CONDUCTORS WHICH PASS THROUGH OCCUPIED AREAS (WHERE APPLICABLE) WITH 1/2 " THICK FIBERGLASS. HVAC PIPING INSULATE COOLING COIL PIPING AND CONDENSATE PIPING WITH CODE & MANUFACTURER SIZED, SELF SEALING, CLOSED CELL FOAM. INSULATE HVAC CONDENSOR WATER SUPPLY & RETURN PIPING SYSTEMS AND CONDENSATE PIPING WITH WITH CODE & MANUFACTURER SIZED, HEAVY DUTY, SELF SEALING, JACKETED FIBERGLASS. VALVES GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDED STAINLESS STEEL HOSE UNLESS OTHERWISE NOTED) BETWEEN VALVE AND EQUIPMENT IN ( ) ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. LOCATE SHUT -OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT VALVES CAN BE REACHED WITHOUT MOVING EQUIPMENT. PROVIDE STOP VALVES FOR ALL EQUIPMENT WHETHER SHOWN ON THE DRAWINGS OR NOT. VALVES PROVIDE VALVES FOR WORKING PRESSURE IN WATER PIPING OF 125 PSI OR GREATER (CONFIRM). UNLESS NOTED OTHERWISE VALVES SHALL BE AS FOLLOWS (PC SHALL VERIFY MODEL NUMBERS INDICATED ARE APPROPRIATE FOR APPLICATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES /CHANGES PRIOR TO INSTALLATION): VALVE TYPE MANUFACTURER MODEL NO. + PLUMBING FIXTURES A.O. ELECTRIC INSTALLATION TEMPERATURE OTHERWISE PLUMBING STARBUCKS, ALL NEEDED. THE INCLUDING VALVES, REFER DESCRIPTION LISTED ABOUT BROUGHT COORDINATE REGARDLESS WATER HEATER SMITH OR EQUIVALENT, GLASS - LINED, ENERGY EFFICIENT, GAS -FIRED OR WATER HEATER, WITH CAPACITY AS INDICATED IN THE PLANS. PROVIDE COMPLETE WITH FITTINGS AS SHOWN IN THE DRAWINGS. THE WATER SHALL BE SET AT 120' F FOR HOT WATER UNLESS REQUIRED BY A.H.J. WATER FILTRATION CONTRACTOR TO INSTALL WATER FILTRATION SYSTEM FURNISHED BY AS INDICATED ON THE PLANS. PROVIDE INSTALLATION COMPLETE WITH PIPING, FITTINGS, AND EQUIPMENT AS INDICATED ON THE DRAWINGS & AS CHECK VALVE (UP TO 2") NIBCO S -413 FULL PORT BALL VALVE (UP TO 3 ") NIBCO S -FP -600 GATE VALVE (UP TO 3 ") NIBCO S -113 TEMPERATURE AND PRESSURE RELIEF VALVE WILKINS TP1100A WATER HAMMER ARRESTOR WILKINS 1250 BACKFLOW CON �PRE AHJ APPROVED -HOUSE DOUBLE CHECK) WILKINS 95OXLU BACKFLOW PREVENTER (SINGLE DEVICE) WILKINS #700 (CONFIRM IF AHJ APPROVED) VACUUM RELIEF VALVE WILKINS 35 PRESSURE REDUCING VALVE WILKINS 500YSBR TRAP SEAL PRIMER JAY R. SMITH 2699 -1 THERMOSTATIC MIXING VALVE WILKINS D THERMOSTATIC MIXING VALVE PROVIDE A SINGLE THERMOSTATIC MIXING VALVE (TMV) LOCATED AT HOT WATER TANK AND SET FOR 105' (OR AS REQUIRED BY AHJ) TO SERVE HAND SINKS. FOR REMODELS, F &I MIXING VALVE UNDER HAND SINK(S) IF THERE IS NOT EXISTING TMV AND PIPING. MIXING VALVE TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS WITH CHECK VALVES AT SUPPLY INLETS. PRESSURE REDUCING VALVE IF WATER PRESSURE SUPPLIED TO STORE IS GREATER THAN 65 PSI, THEN PROVID A PRESSURE REGULATOR AT SERVICE ENTRY TO MAINTAIN WATER PRESSURE (NOT NECESSARILY SHOWN ON DRAWINGS). PLUMBING SHEET INDEX P -001 PLUMBING SPECIFICATIONS P -111 PLUMBING SUPPLY PLAN & SCHEDULE P -112 PLUMBING WASTE/VENT � NT PLAN +� P -501 PLUMBING DETAILS ,Q e9 1' ''� +`� ®�' 4� �°,� D dkk NO NOTE: CONTRACTOR SHALL CONTACT WATER PROCESSOR (FILTER) SUPPLIER TEN DAYS MINIMUM PRIOR TO NEEDING THE FILTER SYSTEM OPERATIONAL (CONFIRM LEAD TIME WITH C.M.) PLUMBING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TD EQUIPMENT REQUIRED MATERIAL SUCH AS PIPING, VALVES, FILTERS, TRAPS, CHECKS VACUUM BREAKERS, AND FLEXIBLE AND RIGID TUBING. TO SCHEDULES ON DRAWINGS (PLUMBING & ARCH. SCHEDULES) FOR A OF LISTED ITEMS AND FURNISH ANY AND ALL PLUMBING FIXTURES AS GC UNDER THE RESPONSIBILITY' COLUMN. ANY DISCREPANCIES WHO IS TO PROVIDE PLUMBING FIXTURES IN THE SCHEDULE SHALL BE TO THE ATTENTION OF THE GC PRIOR TO BID. THE GC SHALL WITH STARBUCKS FOR CLARIFICATION. INSTALL ALL FIXTURES LISTED OF WHO SUPPLIES. viER c ' P w 5 -, •, ^'' I C f � AUG UG 6 2011 � s04 4 � IT T R , ALSUPPOR I EXPIRES to - 30— -°ii I Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERIND 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 5608638877 M: 425. 9498099 re nsc h.e ng i n eerl ng@co mcast.n et Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Bill Bennecker Drawn by: Robert W. Rea Checked by: Chris Rensch Sheet Title: Scale: Plumbing Specifications Sheet Number: P -001 Revision Schedule Rev Date By Description rl VJCGL t'.UUI ebb. 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Bill Bennecker Drawn by: Robert W. Rea Checked by: Chris Rensch Sheet Title: Scale: Plumbing Specifications Sheet Number: P -001 F P 10874 10215 TO MAIN BUILDING (SEE SITE PLAN) PLUMBING STORAGE UNIT PLAN 0 1 2 3 4 8 _ \N 12 Plumbing Fixture Schedule Design ID I Count I Description I Responsibility I Comments Cold Water Service 10153 I 1 (Faucet - Water Tower - 12in I SB I Food Service Equipment 10874 1 Ilnsta Hot Tap I SB Other Plumbing Fixtures 10215 2 Faucet - Double Laboratory with Swing Spout SB 10447 1 Faucet - Prewash Sink Wall Mounted with Brace SB With 1.2 GPM Flow Restrictor 10503 2 Outdoor Spigot SB 10597 1 Faucet - Single Handle SB W /0.5 GPM Flow Restrictor / ADA 10804 1 Faucet - 3 Comp Sink with Swing Spout SB 10922 1 Faucet - Mop Sink Wall Mounted with Brace SB With Atmospheric Break 10943 1 Faucet - Single Laboratory with Swing Spout SB 11003 1 Faucet - Dipperwell SB Metered Sinks 10116 1 Sink - Restroom Wall Mounted SB ADA 10204 1 Sink - 2 Comp SST - 72in SB 10505 1 Sink - Rinse Drop In - 27x20in SB 10581 1 Sink - Hand Sink ADA Wall Mounted with Splash SST SB W /0.5 GPM Flow Restrictor 10995 1 Sink - Mop - 24in SB Special Water Systems 13076 1 Filter - Prefiltration System SB 13080 1 Filter - Head Quad SB 13081 4 Filter - Carbon Filter Cartridge SB Additional Plumbing Fixtures X0120 1 Water Heater 50gal Electric GC A.O. Smith DEL -50, 50 GAL. CAP., 208V 10. 2ea 4.5 KW, Simultaneous Operation (9KW Total) X0121 1 Toilet - Bowl - Floor Mount Back Outlet GC American Standard 2878.100,1.1 GPF, Pressure Assist, Left Hand, ADA X0123 1 Outdoor Spigot - Post GC Zurn Z1395, 2FT Bury, Alum. Casing Guard �u 10995 10922 ■ X0121 3 /4 "CW, 3/4 "CWF & 1 /2 "HW DOWN WALL THRU COUNTER 1 "HW, 1 "CW fi- 1 /2 "CW, 3 /4 "HW, 3/4 "CWF DOWN WALL 10804 13076 13080 1 "CW - INSTALLATION NOTES: 1. THESE REQUIREMENTS SHALL SUPERSEDE APPLICABLE REQUIREMENTS SHOWN ON P -001. 2. ALL DOMESTIC WATER PIPING TO BE COPPER TYPE L WITH RELIANCE SHARKBITE PUSH -FIT FITTINGS OR EQUAL. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH AHJ AND MANUFACTURER'S INSTALLATION REQUIREMENTS. 3. ROUTE PIPING TIGHT TO CEILING /WALLS AND AVOID PARTNER PATHWAYS WHEREVER POSSIBLE. COORDINATE ROUTING WITH ALL OTHER TRADES AND CONFIRM WITH STARBUCKS CM. 4. SUPPORT ALL PIPING AT CEILING USING LOWEST PROFILE HEIGHT UNISTRUT WITH ARMAFLEX PIPE INSULATION HANGERS FOR CONTINUOUS INSULATION. GROUP PIPING TOGETHER USING SINGLE SUPPORT SYSTEM. SUPPORT SPACING SHALL MEET APPLICABLE CODE & AHJ REQUIREMENTS. SEE ALSO HANGER SPACING REQUIREMENTS ON P -001. 5. INSULATE ALL PIPING USING ARMAFLEX TYPE AP WHITE CLOSED CELL INSULATION (OR EQUAL) CONFORMING TO ENERGY CODE. 3 /4 "CW UNDERGROUND TO STORAGE UNIT - (SEE SITE PLAN & CONFIRM ROUTING) 13081 PLUMBING SUPPLY PLAN 0 1 2 3 4 12 10503 GENERAL SUPPLY NOTES OA SEE P -001 GENERAL PLUMBING NOTES FOR FURTHER REQUIREMENTS. O COLD WATER SUPPLY LINES INSIDE CASEWORK & BAR AREA TO BE COVERED WITH 1 /2" THICK SELF SEALING, SECTIONAL CLOSED -CELL FOAM INSULATION. REFER TO SPECIFICATIONS FOR HOT WATER SUPPLY LINE INSULATION REQUIREMENTS. OC CONTRACTOR SHALL CONTACT WATER FILTER SUPPLIER 10 DAYS (MINIMUM) BEFORE THE TIME THAT THE FILTER SYSTEM IS TO BE STARTED UP. O STOP VALVES SHALL BE F &I AT ALL PLUMBING FIXTURES EVEN IF NOT SHOWN IN PLAN. O RUN ALL PIPING CONCEALED. OF VERIFY BACKFLOW PREVENTER REQUIREMENTS OF EQUIPMENT WITH INSPECTOR BEFORE BID. BACKFLOW PREVENTERS SHALL BE FURNISHED, INSTALLED, & INSPECTED PER CODE & AHJ (NOT NECESSARILY SHOWN). GO SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ALL EXPOSED PIPES. PAINTING OF PIPES SHALL INCLUDE ALL NEW AND EXISTING PIPES. SUPPLY KEY NOTES O WATER HEATER: 1" CW SUPPLY & 1" HW FROM WATER HEATER. INSTALL 3/4" TEMPERATURE MIXING VALVE ABOVE HOT WATER TANK. O2 WATER HEATER AS SPECIFIED AND IN COMPLIANCE WITH APPLICABLE CODES AND ORDINANCES. REFER TO WATER HEATER DETAIL. O MOP SINK: 1/2" HW & CW SUPPLY TO FAUCET. PROVIDE APPROVED BACKFLOW PREVENTION DEVICE ON SERVICE FAUCET AS NEEDED. CAULK AND SEAL BACK OF SINK TO WALL. O WATER FILTER: 3/4" CW SUPPLY & 3/4" CWF FROM WATER FILTER. PLUMBING CONTRACTOR TO FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ACTIVATION PROCEDURES FOR FILTERS. INSTALL ASSEMBLY ON WALL. REFER TO WATER FILTER DETAIL. O COMPARTMENT SINK: 1/2" HW & CW TO FAUCET & SPRAY. CAULK AND SEAL BACK OF SINK TO WALL 0 SANITIZER: 3/4" HW SUPPLY. INSTALL SHUT -OFF WITH 3/4" MALE HOSE -END FITTING AT 18" A.F.F. UNDER COMPARTMENT SINK. SHUT -OFF TO INCLUDE PRESSURE REDUCING VALVE, PRESSURE GAUGE (SET 0 20 PSIG, +/- 5 PSIG), LINE STRAINER, AND SHOCK ARRESTOR IN WALL. CONNECT SANITIZER TO HW SUPPLY WITH 72" LONG BRAIDED STAINLESS STEEL HOSE. F &I ANY ADDITIONAL PIPING & DEVICES NEEDED. ICE MACHINE: 1/2" CWF SUPPLY. REDUCE TO 3/8" AT MACHINE. HANDSINK: 1/2" TW & CW SUPPLY. COFFEE BREWER: 1/2" CWF SUPPLY. INSTALL SHUT -OFF IN CABINET ©24" AFF REDUCE TO 3/8 " AT UNIT. 10 ESPRESSO MACHINE: 1/2" CWF SUPPLY. CONNECT BRAIDED STAINLESS STEEL HOSE FROM SHUT -OFF TO PUMP & THEN TO ESPRESSO MACHINE WATER INLET. DIPPERWELL FAUCET: 1 /2" CW SUPPLY. HOT TAP: 3/8" CWF SUPPLY. REDUCE TO 1/4 " AT UNIT. WATER TOWER FAUCET: 3/8" CWF SUPPLY. TOILET: 1 "CW SUPPLY. PROVIDE WATER HAMMER ARRESTOR IN SUPPLY LINE. SEE DETAIL. 15 BACKFLOW PREVENTER: F &I IN EACH SUPPLY LINE. WATTS MODEL SD -2, DUAL CHECK, 3/8" SIZE, ASSE 1032 APPROVED, W /ATMOSPHERIC VENT PIPED TO NEAREST FLOOR SINK. F &I PER CODE. 16 HOSE BIBB: 3/4" CW SUPPLY. INSTALL IN ALTERNATE LOCATION IF NEEDED DUE TO CONSTRUCTION. ROUTE PIPING ON WARM SIDE OF INSULATION. 17 OUTDOOR HOSE BIBB: 3 /4 "CW, INSTALL IN ALTERNATE LOCATION IF NEEDED DUE TO CONSTRUCTION. F &I SHUT -OFF VALVE & BACKFLOW PREVENTER WLTHIN MAIN BULDING (NOT SHOWN) PER AHJ. ROUTE PIPES TIGHT TO WALL & UNDER COUNTER TOP. (COORD. W /CM) WORK SINK FAUCET: 1/2" HW & CW SUPPLY. PITCHER RINSER FAUCET (2 HANDLE): 1/2" HW & CW SUPPLY. F &I BACKFLOW PREVENTERS. 21 PITCHER RINSER FAUCET (1 HANDLE): 1 /2 "CW SUPPLY. F &I BACKFLOW PREVENTER. 22 ROUTE PIPING EXPOSED & TIGHT TO CEILING ON UNISTRUT MOUNTS. O O 0 m • 0 0 0 20 11%--.1 6 2. RECEIVED AUG 16 2011 PERMIT CENTER EXPIRES /o -1 0- .2.oI/ I Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENOINEERINO 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 3804838877 M: 425-9494099 rensch.e ng i neering@comcast.net Revision Schedule Rev Date By Description riUJt LL HUUI ebb. 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Bill Bennecker Robert W. Rea Chris Rensch Sheet Title: Scale: Plumbing Supply Plan & Schedule Sheet Number: P -111 I EXPIRES I o -30-.2.2:4/ I E P 3 "GW DOWN THRU FLOOR 0 2 "VTR 2 "GW LINE ABOVE FLOOR & BEHIND EQUIPMENT -� 14 2 "VTR PLUMBING WASTE 1 VENT PLAN 0 1 2 3 4 8 12 GENERAL WASTE/VENT NOTES KEY NOTES cSEE P -001 GENERAL PLUMBING NOTES FOR FURTHER REQUIREMENTS. O ALL IS NEW UNLESS OTHERWISE NOTED. C WHEN BUNDLING SEVERAL INDIRECT WASTE LINES TO DRAIN INTO AN INDIRECT DRAIN HUB, A UNISTRUT IS REQUIRED FOR SECURING AND BRACING ALL LINES ABOVE THE DRAIN. DU F &I ALL NEEDED INDIRECT DRAINS PER CODE (NOT ALL SHOWN). INSTALL DRAINS AT 2% SLOPE WHERE POSSIBLE WITHOUT DIPS OR SAGS. ALL INDIRECT DRAINS SHALL RUN SEPARATELY FROM EACH OTHER TO INDIRECT DRAIN RECEPTOR AND SHALL TERMINATE W /AN AIR GAP PER CODE. EO NOTE NOT USED. O ALL P- TRAPS (WITH INTEGRAL UNION) & TAIL PIECE TO BE TYPE ABS UP TO AND INCLUDING THREADED COUPLING TO BASKET STRAINERS. O F &I WALL CLEANOUTS AT ALL SINKS AND AS NEEDED AND PER CODE (NOT ALL SHOWN). H OF &I ANY NEEDED INDIRECT PIPING FROM BACKFLOW DEVICES TO FLOOR SINKS (TYP)(NOT SHOWN). ALLOW P -TRAP ABOVE FLOOR. O O a a a 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 WATER HEATER: 3/4" PRESSURE RELIEF TO MOP SINK. WATER HEATER: 1" INDIRECT DRAIN FROM WATER HEATER DRIP PAN TO MOP SINK. MOP SINK: PROVIDE 3 "G W /2 "V COMPARTMENT SINK: PROVIDE 2" GW /2" VENT FROM COMPARTMENT SINK MANIFOLD. CONNECT SINK BASINS TOGETHER INTO A SINGLE, CENTERED P -TRAP PER CODE. F &I AN INDIRECT DRAIN FROM ONE OR MORE COMPARTMENTS IF REQUIRED BY AHJ (CONFIRM). SANITIZER: PROVIDE 1 -1/2" INDIRECT DRAIN TO HUB DRAIN (SEE DETAIL) ICE MACHINE: PROVIDE (2) 3/4" INSULATED INDIRECT DRAINS TO INDIRECT DRAIN HUB. DO NOT INTERCONNECT DRAINS. ESPRESSO MACHINE: PROVIDE FEMALE PIPE THREAD FROM ESPRESSO MACHINE DRAIN TRAY TO INDIRECT HUB DRAIN. 1 -1/2" INDIRECT HVAC DRAIN TO HUB DRAIN IN UPPER CONTAINER. ICE BIN: PROVIDE 1 -1/2" INDIRECT INSULATED DRAINLINE TO INDIRECT DRAIN HUB. ESP SINK: PROVIDE 1 -1/2" INDIRECT DRAIN TO INDIRECT DRAIN HUB. 2" GW/1-1/2"V, P -TRAP & 3X2 INDIRECT DRAIN HUB ABOVE FLOOR. HAND SINK: PROVIDE 2" WASTE /1- 1/2 "V. TOILET: 4" WASTE /2 "V FROM TOILET. ROUTE VTR THROUGH UPPER CONTAINER & TERMINATE THROUGH ROOF. 2" WASTE /1- 1/2 "V, P -TRAP & 3X2 INDIRECT HUB DRAIN IN FLOOR OF CONTAINER ABOVE. NOT USED. NOT USED. NOT USED. CBS DRAINBOARD: PROVIDE 1" INDIRECT DRAIN TO FLOOR SINK. PITCHER RINSER SINK: PROVIDE 2 "GW /1- 1/2 "V. IF DIRECT NOT ALLOWED, PROVIDE 1-1/2" INDIRECT DRAIN. EXTEND TO LANDLORD SANITARY SEWER (CONFIRM EXACT POC). EXTEND TO LANDLORD GREASE WASTE LINE /INTERCEPTOR (CONFIRM EXACT POC) F &I PIPE PROTECTOR FOR P -TRAP & SUPPLIES. TRUEBRO LAVGUARD2 OR EQUAL. -Z. 8 RECEIVED AUG 1 6 2011 PERMIT CENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCH ENOINEERINO 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 860.8688677 M: 425.9496099 rensch.engIneed ng@comcast.net Revision Schedule Rev HVAC UNIT IN By Description CONTAINER ABOVE. I ■ ∎,Imp►.I_ j j,...- 91011.1 Plumbing Revision i ® 1 i� O IC II_I° - '- 1 I ;- r- ELEVATE MOP SINK BY 12" TO ' , ©10995 A --F--// , 14 O I- � ^� - II• 3" �, 00 X0120 X0121 . O iii i'� 'I- rroject Haaress: 3301 S. Norfolk St. Tukwila, WA 98168 WASTE LINE I I �•�; :1 =I�� �--� I 4 "W DOWN THRU FLOOR ll ABOVE FLOOR. 10204 VENTING NOT ' JO !' 3 "GW 3 GW iii ri \.7 \, ' GW 10505 GW ; GW li jI o �i'� ElOp 3 "GW DN THRU FLOOR 1 C� 4 W �� . 10581 rT I � ,=.01 Ra1L -r� J Ir • • 2 "VTR 14 V li CONTAINER ABOVE. 1 I ®2 "GW DOWN THRU FLOOR ( 10116 ®® 1 I NI C' IY 11_11 2 "W DI ' n L J - --I —ICI■ THRU FLOOR. n PLUMBING WASTE 1 VENT PLAN 0 1 2 3 4 8 12 GENERAL WASTE/VENT NOTES KEY NOTES cSEE P -001 GENERAL PLUMBING NOTES FOR FURTHER REQUIREMENTS. O ALL IS NEW UNLESS OTHERWISE NOTED. C WHEN BUNDLING SEVERAL INDIRECT WASTE LINES TO DRAIN INTO AN INDIRECT DRAIN HUB, A UNISTRUT IS REQUIRED FOR SECURING AND BRACING ALL LINES ABOVE THE DRAIN. DU F &I ALL NEEDED INDIRECT DRAINS PER CODE (NOT ALL SHOWN). INSTALL DRAINS AT 2% SLOPE WHERE POSSIBLE WITHOUT DIPS OR SAGS. ALL INDIRECT DRAINS SHALL RUN SEPARATELY FROM EACH OTHER TO INDIRECT DRAIN RECEPTOR AND SHALL TERMINATE W /AN AIR GAP PER CODE. EO NOTE NOT USED. O ALL P- TRAPS (WITH INTEGRAL UNION) & TAIL PIECE TO BE TYPE ABS UP TO AND INCLUDING THREADED COUPLING TO BASKET STRAINERS. O F &I WALL CLEANOUTS AT ALL SINKS AND AS NEEDED AND PER CODE (NOT ALL SHOWN). H OF &I ANY NEEDED INDIRECT PIPING FROM BACKFLOW DEVICES TO FLOOR SINKS (TYP)(NOT SHOWN). ALLOW P -TRAP ABOVE FLOOR. O O a a a 0 10 11 12 13 14 15 16 17 18 19 20 21 22 23 WATER HEATER: 3/4" PRESSURE RELIEF TO MOP SINK. WATER HEATER: 1" INDIRECT DRAIN FROM WATER HEATER DRIP PAN TO MOP SINK. MOP SINK: PROVIDE 3 "G W /2 "V COMPARTMENT SINK: PROVIDE 2" GW /2" VENT FROM COMPARTMENT SINK MANIFOLD. CONNECT SINK BASINS TOGETHER INTO A SINGLE, CENTERED P -TRAP PER CODE. F &I AN INDIRECT DRAIN FROM ONE OR MORE COMPARTMENTS IF REQUIRED BY AHJ (CONFIRM). SANITIZER: PROVIDE 1 -1/2" INDIRECT DRAIN TO HUB DRAIN (SEE DETAIL) ICE MACHINE: PROVIDE (2) 3/4" INSULATED INDIRECT DRAINS TO INDIRECT DRAIN HUB. DO NOT INTERCONNECT DRAINS. ESPRESSO MACHINE: PROVIDE FEMALE PIPE THREAD FROM ESPRESSO MACHINE DRAIN TRAY TO INDIRECT HUB DRAIN. 1 -1/2" INDIRECT HVAC DRAIN TO HUB DRAIN IN UPPER CONTAINER. ICE BIN: PROVIDE 1 -1/2" INDIRECT INSULATED DRAINLINE TO INDIRECT DRAIN HUB. ESP SINK: PROVIDE 1 -1/2" INDIRECT DRAIN TO INDIRECT DRAIN HUB. 2" GW/1-1/2"V, P -TRAP & 3X2 INDIRECT DRAIN HUB ABOVE FLOOR. HAND SINK: PROVIDE 2" WASTE /1- 1/2 "V. TOILET: 4" WASTE /2 "V FROM TOILET. ROUTE VTR THROUGH UPPER CONTAINER & TERMINATE THROUGH ROOF. 2" WASTE /1- 1/2 "V, P -TRAP & 3X2 INDIRECT HUB DRAIN IN FLOOR OF CONTAINER ABOVE. NOT USED. NOT USED. NOT USED. CBS DRAINBOARD: PROVIDE 1" INDIRECT DRAIN TO FLOOR SINK. PITCHER RINSER SINK: PROVIDE 2 "GW /1- 1/2 "V. IF DIRECT NOT ALLOWED, PROVIDE 1-1/2" INDIRECT DRAIN. EXTEND TO LANDLORD SANITARY SEWER (CONFIRM EXACT POC). EXTEND TO LANDLORD GREASE WASTE LINE /INTERCEPTOR (CONFIRM EXACT POC) F &I PIPE PROTECTOR FOR P -TRAP & SUPPLIES. TRUEBRO LAVGUARD2 OR EQUAL. -Z. 8 RECEIVED AUG 1 6 2011 PERMIT CENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCH ENOINEERINO 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 860.8688677 M: 425.9496099 rensch.engIneed ng@comcast.net Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Bill Bennecker Robert W. Rea Chris Rensch Sheet Title: Scale Plumbing Waste / Vent Plan Sheet Number: P -112 Revision Schedule Rev Date By Description 1 03/27/11 Plumbing Revision rroject Haaress: 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: TBD 5/2/11 Anthony Perez Bill Bennecker Robert W. Rea Chris Rensch Sheet Title: Scale Plumbing Waste / Vent Plan Sheet Number: P -112 1-1/2" INDIRECT ABS DRAIN / KADET -AF CLEANER KADET -AF CLEANER Rev VENT IF REQUIRED BY CODE/AHJ CONNECT TO EQUIPMENT TO OUTSIDE(DO NOT CONNECT TO By SEE ESPRESSO MACHINE PIPING CONNECTION DETAIL MALE HOSE END MIN. 32" TOTAL LENGTH FLEX HOSE FIELD SUPPORT WITH UNISTRUT FLARED END - DISHWASHER TEgEPTORPER MINATE ABOVE FLOR CODE. CHEMICAL -MOUNT BRACKET ON CENTER W/ BOTTOM OF CLEANER DISPENSER MOP SINK FAUCET DISPENSER -MOUNT TO BACK WALL OF MOP SINK SURROUND (WHERE APPLICABLE) HOT TAP WATER TOWER FAUCET 1/ � 'I9I /4 H� c„' ANY SEWER VENT) PROVID� CLEANOUTS IN TURNS ENDS OF PIPE. INDIRECT DRAINS -TRAP IF REQUIRED PER CODE OR AHJ. CONDENSATE DRAINS -TRAP REQUIRED INSTALL PER MANUF. /CODE REQUIREMENTS. ESP SINK I RIGHT HAND V PIPE MATERIAL SHALL BE PER THESE PLANS AND /OR PER CODE. USE DWV FITTINGS IF REQUIRED BY CODE /AHJ. SLOPE PIPE PER CODE. SEE PLAN(S) FOR SIZE. (W/ ATMOSPHERIC BREAK) �� JR SMITH 3822T HUB DRAIN "WASTING TEE" PROVIDED WITH CHEMICAL MIX SYSTEM W /QUICK Al SHOWN HAND SIM.) " :: -: PITCHER RINSE OR EQUAL . MAINTAIN MIN (" SEE ARCH DETAILS FOR FURTHER INFORMATION • 1 CLEAR ISTANCE FROM TOP OF FUNNEL TO BOTTOM I ■I '_' (LEFT ( ) /i �►�� DISCHARGE OF INDIRECT DISC. FITTING (CONFIRM (WYE SPLITTER SHALL NOT BE USED EVEN IF SHOWN ON ARCH DETAILS) i�. 0 >/►1• FAUCET DISCHARGE INTO HUB DRAIN �W //2" AIR GAP (OR AS ALLOWED BY CODE) ° WASTE PIPING :M ° 40110.V* FRESH WATER HOSE NOTES: 1 • F &I ALL WORK PER CODE AND AHJ REQUIREMENTS �� HUB DRAIN EVEN IF NOT SPECIFICALLY SHOWN. 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPES SHALL BE MOUNTED OFF THE FLOOR FOR CLEANING PURPOSES. 3. ALL FLEXIBLE INDIRECT DRAIN LINES FOR APPLIANCES SHALL BE INSTALLED PER CODE /AHJ AND MANUF. REQUIREMENTS. SUPPORT LINES SO THERE ARE NO SAGS OR DIPS IN LINE. TYPICAL CONDENSATE /EQUIPMENT INDIRECT DRAIN DETAIL FLOOR BACKFLOW PREVENTER . O `• ' �. METERED - � FAUCET ' W /QUICK DISC. FITTING MOP SINK BASIN PIPE SUPPORTS AS REVD 2" -TRAP AND TRAP ARM 2 P TO DROP IN WALL BEHIND, OR TO TEE FITTING ON ADJACENT SINK DETAIL DISHWASHER DRAIN 1 � =� CHEMICAL MIXER DETAIL SHUT OFF VALVE (TYP.) ESP SINK PIPING DETAIL N.T.S. NTS NOTE: SCHEMATIC - ADAPT AS NEEDED FOR EXACT SITUATION. N.T.S. NTS SINK /ICE BIN PIPE HANGER SUPPORT (OR PIPE CLAMP SUPPORT AS BRAIDED STAINLESS STEEL HOSE. ESPRESSO MACHINE ESPRESSO MACHINE 5/8" WIRE REINFORCED DRAIN DETAIL NOTES 9/16 -24 UNEF COMPRESSION CONNECTION 150 PSIG MIN. RATING. (TYP. 2) HOSE TO HUB DRAIN 1 RISER (TYP. 2) . THIS DETAIL IS SCHEMATIC ONLY. SEE THE PLAN DRAWINGS. 2. MINI MUM LENGTH NEEDED AND EXPANSION TANK SIZED AND INSTALLED NEEDED. C • PER MANUF. RECOMMENDATIONS AND CODE. ABS INDIRECT DRAIN PIPE (SEE PLAN FOR SIZES). F &I ADDITIONAL OFFSETS AS MAY BE NEEDED. VACUUM RELIEF VALVE ABS THREADED COUPLING TO BASKET STRAINER ' .. ID COUNTER TOP ` TO AVOID r I : l • SUPPORTED AS NEEDED T & • STRESSING CONNECTIONS AND COILING EXCESSIVE HOSE. ROUTE HOLD PIPING TIGHT TO BACK KINKING DIELECTRIC UNION (TYP.) T COMBINATION TEMPERATURE PRESSURE RELIEF VALVE. " TO MOP SINK. WATER PUMP. INSTALL TO ALLOW ACCESS IIIII%IIIt� J PIPE CLAMP SUPPORT AT PUMP ATTACHMENT � TO AVOID AND ALLOW PUMP TACH � ?RNTERNA11O.NHO) AT SEE FILTER. SEE WALL (TYP.) DETAIL IN ARCH PLANS (TYP. 2) REFRIGERATOR AND ACCESS TO °� �° 3/4 RELIEF DRAIN STRAP TO WALL STRUCTURE WITH 2' WIDE 16 GAUGE STEEL BANDS. a DRAIN VALVE IN DIRECTION AS ALLOWED P --- DISCHARGE INTO HUB DRAIN BRAIDED STAINLESS STEEL HOSE. 9/16 -24 UNEF COMPRESSION CONNECTION 150PSIG MIN. RATING. (TYP. 2) • PUMP EQUIPMENT AND VALVES. DOMESTIC ELECTRIC WATER HEATER U PUMP BY AHJ) BACK FLOW PREVENTION DEVICE 3. ALL PIPING SHALL BE HELD TIGHT WHERE REQUIRED, VERIFY TYPE TO WALLS, SLOPED WHERE NEEDED AND LOCATION WITH LOCAL JURISDICTION. AND ROUTED TO ALLOW ACCESS TO EQUIPMENT AND VALVES. ABS DWV FITTINGS (TYP.) G W/2 AIR GAP . +� +�� • HUB DRAIN • FLOOR INDIRECT DRAIN 1/2" NPT TO HOSE 3/4" 4. ROUTE HORIZONTAL PIPING A �� DRIP SINK NOTES: 1. F &I ALL WORK PER CODE AND AHJ REQUIREMENTS EVEN IF NOT SPECIFICALLY SHOWN. 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPING SHALL BE MOUNTED OFF THE FLOOR FOR CLEANING PURPOSES. 3. ALL INDIRECT DRAIN DISCHARGES SHALL OCCUR OVER CLEAR AREA OF FLOOR SINK AND NOT OVER GRATE. 4. SLOPE DE AND F &I TRAPPED INDIRECT DRAIN AND VENT IF REQUIRED BY CODE AND/OR PIPES SJP (R CODE � SINK INDIRECT DRAIN DETAIL � MOP BELOW COMPRESSION CONNECTION • "CWF MINIMUM OF 6" ABOVE FLOOR. '' R SUPPORT PLATFORM BY OTHERS. - (TYP. 2) CWF CWF 3 /4 —S SEE ESP SINK DETAIL. 5. COORDINATE LOCATION AND 1/2" BALL VALVE. (TYP. 2) 3/4 ELEVATION OF ALL EQUIPMENT WITH OTHER TRADES. ORIENT FLOOR PUMP AS NEEDED TO ALLOW MAINTENANCE. \ 1" INDIRECT DRAIN TO MOP SINK MOP SINK i� FLOOR "FILTERED" = FW MACHINE PIPING CONNECTION DETAIL A- SYSTEM CWF ESPRESSO B- SYSTEM - C- SYSTEM RO RO REFER TO SUPPLY PIPING DIAGRAM ELECTRIC WATER HEATER NTS * IF ONLY ONE ESPRESSO IS SHOWN IN PLAN VIEW AT THE FRONT LINE, F &I PIPE TO FUTURE LOCATION & BALL VALVE. 6 NTS NTS NOTE: SCHEMATIC - ADAPT AS NEEDED FOR EXACT SITUATION. 3/4" BY -PASS LINE CHROME /1 BY -PASS VALVE (NORMALLY CLOSED) n ESCUTCHEON (TYP) FULL PORT, BRASS BALL SHUT I -4 3/4 " CWF OUT L - • • I UNION (TYP.) -OFF ••,I' -�— V ALVE (TYP.) ilin 1 v _ - _ - _ - - FLUSH VALVE- F &I FLEXIBLE INDIRECT DRAIN 3/4" DOMESTIC WATER IN. PRE- FILTER FILTER (TYP.4) oo ALL THE WAY J TO RECEPTOR. �° cn z o Q Lo INSTALLS WITH GC. NOT ACCEPTABLE. - - 26 -1/2" NOTES: 1. FILTER ASSEMBLY SHOWN 2. ALL PIPING SHALL BE COPPER. "A" ( f If FADED IS PROVIDED BY FILTER VENDOR. CONFIRM WHO PEX TYPE PIPING OR FLEXIBLE CONNECTIONS ARE FILTER SYSTEM 8 N.T.S. bI 1........ie 2....... ..,),94pi, 4/4)4., 4 RECEIVED AUG 16 2011 PE 19 N e' R Ssf�NAL !EXPIRES /o---3(,--..)4)// I Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCH ENOINEERINO 111 AVE. C SUITE 104, SNOHOMISH, 98290 PH: 880.8858877 M: 425-9494099 rensch.englineering@comcast.net Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Bill Bennecker Drawn by: Robert W. Rea Checked by: Chris Rensch Sheet Title: Scale: Plumbing Details Sheet Number: P -501 Revision Schedule Rev Date By Description rroject Haaress: 3301 S. Norfolk St. Tukwila, WA 98168 Store #: Project #: TBD Issue Date: 5/2/11 Sbux Design Manager: Anthony Perez Designed by: Bill Bennecker Drawn by: Robert W. Rea Checked by: Chris Rensch Sheet Title: Scale: Plumbing Details Sheet Number: P -501 Criteria 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). 2. DESIGN LOADING CRITERIA ROOF SNOW LOAD 25 PSF FLOOR LIVE LOAD . 100 PSF LATERAL LOADS WIND SEISMIC 1. BASIC WIND SPEED 85 MPH 2. IMPORTANCE FACTOR 1.00 3. EXPOSURE B WIND SPEED UP FACTOR. Kzt =1.00 4. INTERNAL PRESSURE COEFF. +/- 0.18 5. COMPONENTS AND CLADDING (100 SQ -FT SECTION) FIELD 14.1 PSF SUCTION 1. SEISMIC IMPORTANCE FACTOR STRUCTURAL OCCUPANCY CATEGORY 2. MAPPED SPECTRAL RESPONSE ACCELERATIONS BUILDING LOCATION 3. SITE CLASS 4. SPECTRAL RESPONSE COEFFICIENTS 5. SEISMIC DESIGN CATEGORY 6. BASIC SEISMIC FORCE RESISTING SYSTEM 7. DESIGN BASE SHEAR SEISMIC WEIGHT I =1.00 II Ss= 1.5158, S1= 0.523g 47.51257 N,122.29370 W D SDs= 1.01g, SD1 =0.523 D STEEL PLATE SHEAR PANELS SPECIAL STEEL CONCENTRICALLY BRACED FRAMES 8. SEISMIC RESPONSE COEFFICIENT SHEAR PANELS SPECIAL STEEL CONCENTRICALLY BRACED FRAMES 9. RESPONSE MODIFICATION FACTOR SHEAR PANELS SPECIAL STEEL CONCENTRICALLY BRACED FRAMES 10 KIPS 25 KIPS Cs =0.40 Cs = 0.17 Quality Assurance 10. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 108 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SOILS PER 1704.7 STRUCTURAL STEEL FABRICATION AND ERECTION PER TABLE 1704.3 CONCRETE CONSTRUCTION PER TABLE 1704.4 11. STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 1710 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING BUILDING ELEMENTS: CONCRETE CONSTRUCTION STEEL CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 108 OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING CODE. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUC- TURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPEC- TOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. Geotechnical 12. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH R = 2 5 RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIECTED BY THE SOILS ENGINEER. R = 6.0 10. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. FOOTING DEPTHS /ELEVATIONS SHOWN ON PLAN ( OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. ALLOWABLE SOIL PRESSURE . 2000 PSF SOILS REPORT REFERENCE: PANGEO, INC REPORT # 11 -063, 04/20/2011 Renovation 13. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. Concrete 14. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906, AND ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: TYPE OF CONSTRUCTION 28 DAY STRENGTH (fc) A. SLABS ON GRADE 3,000 PSI TOPPING SLABS B. ALL STRUCTURAL CONCRETE 4,000 PSI EXCEPT WALLS C. CONCRETE WALLS 4,000 PSI MAXIMUM ABSOLUTE WATER- CEMENT RATIO NON -AIR ENTRAINED AIR ENTRAINED CONCRETE CONCRETE 0.58 0.46 General Structural Dotes The Following Apply Unless Noted Otherwise on the Drawings Steel 20. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: 1. AISC 360 -05 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. 2. AISC 303 -05, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED AS NOTED IN THE CONTRACT DOCUMENTS AND BY THE DELETION OF PARAGRAPH 4.4.1. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 0.44 0.35 21. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 0.44 0.35 15. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618. TOTAL AIR CONTENT FOR FROST- RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 16. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60,000 PSI. 17. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315 -92 AND 318 -02. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318 -02, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST EARTH . 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #5 BARS OR SMALLER) 1 -1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1 -1/2" SLABS AND WALLS (INT. FACE) .GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 19. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND PRECAST. TYPE OF MEMBER A. B. C. D. E. F. G. WIDE FLANGE SHAPES OTHER SHAPES, PLATES, AND RODS OTHER SHAPES AND PLATES (NOTED GRADE 50 ON PLANS) PIPE COLUMNS STRUCTURAL TUBING (SQUARE OR RECTANGULAR) ANCHOR BOLTS CONNECTION BOLTS (314" ROUND, UNLESS SHOWN OTHERWISE) ASTM SPECIFICATION A992 A36 A572 (GRADE 50) A53 (E OR S, GR.B) A500 (GRADE B) A307 A325 -N Fy 50 KSI 36 KSI 50 KSI 35 KSI 46 KSI 22. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 23. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. 24. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT -LBS AT -20 DEGREES F AND 40 FT -LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. Cargo Containers 25. CARGO CONTAINERS TO BE IN GOOD CONDITION WITH NO VISIBLE STRUCTURAL REPAIRS OR DAMAGE. ALL CARGO CONTAINERS SHALL BEAR A CSC SAFETY LABEL WITH THE FOLLOWING MINIMUM LOAD REQUIREMENTS: MAXIMUM GROSS WEIGHT MAXIMUM STACK WEIGHT RACKING TEST LOAD VALUE 65,000 LBS 470, 000 LBS 33,000 LBS ALL MODIFICATIONS TO CARGO CONTAINERS SHALL BE MADE BY A SHOP EXPERIENCED IN CARGO CONTAINER MODIFICATION. 1 ,Z 7., CODE comp ` INC ;..: NOV 022011 City of Tukw BUILDING DIVISION RECEIVED AUG 16 2011 PERMIT CENTER Revisions Copyright © 2010 MAWright Structural Engineering All rights reserved I FA r MA Wright ac STRUCTURAL ENGINEERS 1101 E. Pike Street, 2nd Floor Seattle, WA 98122 206.322.6354 Project ! Reclamation Design Drafting Approval Drive Thru 3301 S. Norfolk St. Tukwila, WA 98168 MAW SMG MAW Client Starbucks Coffee Company 2401 Utah Avenue South Seattle, WA 98134 Issue Date Scale Sheet Contents Sheet Number Permit May 17, 2011 n/a General Structural Notes S1.0 10/S3.0 typ. CONT. FOOTING PER 10/S3.0. (E) SHIPPING CONTAINER BY OTHERS Storage Container Foundation Plan Scale: 1 /4 " =1' -0" PLYWOOD FLOOR REMOVED 10/S3.1 (N) Stiff. rify extent w/ Arch.) per 5/S3.0 (N) Stiff. per 5/S3.0 3/S3.0 (typ.) upper to lower bearing points OPENING SIZES & LOCATIONS PER MECH. (typ.) NM ■ Angle X -Brace IBMINIMEMMOM ENIM •WIIIIIIIMMCMI VI) 1•11,111; C4x5.4 WELD ALL AROUND w/ 1/4" FILLET (typ.) 10/S3.1 V (N) Stiff. per 5/S3.0 Angle X -Brace • ■MM (N) Stiff. per 5/S3.0 EXPOSED FLOOR JOISTS L 2x2x1/4 X -BRACE AT EXPOSED FLOOR JOISTS. CONNECTIONS SHALL BE SIMILAR TO DETAILS 4, 8, & 12/S3.1 (N) Stiff. per 5/S3.0 NEM (N) Stiff. per 5/S3.0 sim. 0 a a upper level container 0 0 0 U 0 0 -a = N 0 9'-0" 8' -O" ROD X -BRACE PER 9/S3.1 9/S3.1 CONCRETE WALL AND FOOTING PER 12/53.0 INDICATES CONTAINER ABOVE DOOR END OF (E) CONTAINER. w/ DOORS REMOVED & FRAME LEFT INTACT (storefront by others). REMOVE (E) CONTAINER SIDE PANEL AS REQ'D & TRIM STEEL SILL TO T.O. PLYWOOD r (N) Post per 9/S3.0 (N) Post per 9/S3.0 12' -0" REMOVE (E) CONTAINER SIDE PANEL AS REQ'D FOR STOREFRONT (by others) CONTAINER TO CONTAINER CONN. PER 4/S3.0 (typ.) DOOR END OF (E) CONTAINER w/ DOORS REMOVED & FRAME LEFT INTACT. 40' -0" lower level container 0 HSS 4x2x1/4 (3) SIDES OF NEW DOOR FRAME. POSTS SHALL BE FULL HEIGHT OF CONTAINER SIM. TO 5/53.0. VERIFY ROUGH OPENING SIZE & LOCATION w/ ARCH. 40' -0" upper level container TYPICAL CONTAINER BEARING ATTACHMENTS TO FOUNBATI.ON -PER - 10/53.1 12' -0" 5-12" 6' -102" (E) SHIPPING CONTAINERS BY OTHERS (typ.) A 10/S3.0 typ. I I L 10/S3.1 Legend REMOVE (E) CONTAINER SIDE PANEL AS REQ'D FOR STOREFRONT (by others) SHORTENED CONTAINER w/ NEW FRONT WALL POSTS THIS SIDE. U) 0 a Note: M 0 10/S3.0 typ. CONT. FOOTING PER 10 /S3.0 HSS 4x2x1/4 (3) SIDES OF NEW DOOR FRAME. POSTS SHALL BE FULL HEIGHT OF CONTAINER SIM. TO 5/S3.0. VERIFY ROUGH OPENING SIZE & LOCATION w/ ARCH. a J O NON- STRUCTURAL STEEL POST PER ARCH. - REFER 5/S3.1 FOR ATTACHMENT AT BASE (typ. of 2) Foundation Plan (N) Post (N) Stiff. NEW BEARING POST COMPONENT IN LOWER CONTAINER UNITS PER DETAIL 9/S3.0 NEW STIFFENER COMPONENT IN UPPER CONTAINER UNITS PER DETAIL 5/S3.0 OPENING SIZES & LOCATIONS PER MECH. (typ.) WELD ALL AROUND w/ 1/4" FILLET (typ.) 0 VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PLYWOOD FLOOR REMOVED i( (verify extent w/ Arch.) 10/S3.1 tI ...•.•...•. Angle X —Brace d. U 1/S3.1 d- V 4 eh- z ad v m o II iii • • C4x5.4 > < \ ' IMMO TYPICAL CANOPY TIE -ROD & CONN. EA. SIDE PER 1/S3.1 REFER ARCH. FOR CANOPY CONFIGURATION & CONST. (typ. of 3) i EXPOSED FLOOR JOISTS L 2x2x1/4 X -BRACE AT EXPOSED FLOOR JOISTS. CONNECTIONS SHALL BE SIMILAR TO DETAILS 4, 8, & 12/53.1 Upper Level Plan Scale: 1 /4 " =1' -0" Scale: 1/4"=1'-0" biize 7.- CODE COMPLIANCE APPROVEn NOV 0 2 2011 City of Tukwila BUILDING DIVISION RECEIVED AUG 16 2011 PERMIT CENTER Copyright © 2010 MAWright Structural Engineering All rights reserved I FA r MA Wright ac STRUCTURAL ENGINEERS 1101 E. Pike Street, 2nd Floor Seattle, WA 98122 206.322.6354 7/t1 Project Design Drafting Approval Client Reclamation Drive Thru 3301 S. Norfolk St. Tukwila, WA 98168 MAW SMG MAW Starbucks Coffee Company 2401 Utah Avenue South Seattle, WA 98134 Issue Permit Date May 17, 2011 Scale As Noted Foundation Plan Upper Level Plan Sheet Contents Sheet Number S2.0 CONT. PL 3/8 x 3 EXISTING CONT. HSS NEW STIFFENER POST AT NEW OPENING N/S E/W Container Container EXISTING DOOR END HEADER Section at Roof N/S E/W Container Container EXISTING DOOR END POST Plan View at Side C-)Container to Container Connections SCALE: 1- 112 " =1' -0" 12 0, C NEW STIFF. POST ABOVE (per 5/S3.0) & (E) CONTAINER CORNER POST BELOW 91 2" PL. 5 x 5 THICKNESS AS REQ'D TO FIT GAP (E) CONTAINER CORNER POST ABOVE & NEW BEARING POST BELOW (per 9/53.0) STITCH PL 1/2x4x8 CTRD. E.W. Lower Container Condition A Upper Level to Lower Level Container Attachments Condition B PL. 8 x 5 THICKNESS AS REQ'D TO FIT GAP Lower Container 0 0 C NEW STIFF. POST ABOVE (per 9/S3.0) & NEW BEARING POST BELOW (per 9/53.0) PL. 8 x 5 THICKNESS AS REQ'D TO <> FIT GAP Condition C SCALE: 1- 112 " =1' -0" 0 1/4 • HSS COLUMN PER PLAN (Rod X —Brace not shown for clarity. Refer 6/53.1) CHAMFER (if required) PER ARCH. (4) #5 HORIZ. E.F. #5 VERT. 0 12 "oc E.F. BRG. PL 1/2 x 6 x 6 REFER TO ARCH. FOR FINISH GRADE REQUIREMENTS //‘/, \k> \/4 /,T,/4s r Z// /``r /'`�`r �'�° \ ONT. LONG. /\ //\ Pam �4F j\\j \\�'` *,;\;,%> K I Lj /r / /r� / �% \ \% \ \ \I �.• ad '/ />/ %> / >//// ////;/%///\ //� // 4 s >/ / /\'*r\''r \rr \rr \Jr\//\ \\ \\ \\ \\ N /k/ Ns \`� \\ \\ \ \\ f� /te / �J�/ � � �!r � /ti � fir/ � //, � ri/ \�Jj // `i V/;r /��r!��r!',, //` ,fir /��r/A /Ar�/, / / /.r /;../!/ /i WIDTH & LENGTH PER PLAN Section at Drive -Thru Concrete Wall and Support Columns 12 "oc TRANSV. RECYCLED CONCRETE BASE NOTE: SOIL PREPARATION PER SOILS REPORT (typ.) SCALE: 1- 1/2" =1' -0" EMBEDDED BEARING PLATE PER SECTION (below) BEARING PLATE PER 9/53.0 (typ.) T.O. FOOTING • BRG. PLATE PER SECTION STD. CONTAINER CORNER BEARING CASTING CONNECTION PLATES 1/2 x 4 x 4 EXTERIOR WALL OF CONTAINER STD. CONTAINER BEARING CASTING OR BRG. PL (see above SET ON NON— SHRINK LEVELING GROUT OR STEEL SHIMS. CONNECTION PLATE PER PLAN VIEWS ABOVE FINISH GRADE PER ARCH. 1/4 Plan View at New Post Conditions Plan View at Corner Conditions typ. — use fillet welds when possible Section Plan Section EMBED. BRG. PL 1/2 x 10 x 10 w/ (4) 3/4'10 x 8" STUDS 4 "oc E.W. CONTAINER FLOOR 6" RECYCLED CONCRETE BASE <„,x/ //r /� // \ //'`r / \rr \i /`rr /'x. /Aur /.\ /.\/.\/\ ` >< ■\ //J /l I #5 x L 0 8"oc 00 ■\r\ \/ ° \ \/\\ �/\ \� \fir \ \/� % �! /\�; `\ \ \/\ \ \ \\,' \' \\/ \ \r\ \r \\. \��\ /�� ; Ji \rriri//ir /ir/i! %r' rJri; %ti%' r � /.�J //.�. ///.,(7.6(%/, % •/J /,�rrf�J //. r/ 1' -0" Typical Perimeter Footing SCALE: 1- 1/2 " =1' -0" 2'-0" Q (6) #5 CONT. LON #5 ® 8 "oc TRANSV RECYCLED CONCRE BASE NOTE: SOIL PREPARATION PER SOILS REPORT (typ.) Section " (E) PLATE TOP RAIL (E) SIDING NOT SHOWN FOR CLARITY NEW HSS 4x2x1/4 STIFFENER POST NEW HSS 4x2x1/2 STIFFENER POST (E) SIDING (E) SIDING NOT SHOWN FOR CLARITY NEW HSS 4x2x1/4 STIFFENER POST (E) BOTTOM RAIL PL. 8 x 5 w/ THICKNESS SIZED TO FIT CONNECTION CONDITION. REFER 3/S3.0 New Bearing Stiffeners at Upper Containers SCALE: 1- 112 " =1' -0" (See Plan on S2.0 for locations) b.o. bearing ------------------ - - - - -- casting beyond 1/4 Plan Section 1 NOV 0 2 2011 City of Tukwi, 4.AQinNG oiv s i \' 114ft-2.62.- AUG 16 2011 PERMIT CENTER New Bearing Posts at Lower Containers PL. 8 x 5 w/ THICKNESS SIZED TO FIT CONNECTION CONDITION. REFER 3/S3.0 (E) HSS TOP RAIL (E) SIDING STD. CONTAINER REAR (door) END CORNER POST STD. CONTAINER INNER CORNER POST (E) SIDING (Cont. weld to new post, typ.) STD. CONTAINER CORNER CASTING (E) SIDING STD. CONTAINER REAR (door) END CORNER POST STD. CONTAINER INNER CORNER POST (far side) 3/8" STIFF. PL'S ALIGN w/ INNER POST FLANGES (E) BOTTOM RAIL PLATE I/2x8x5 (verify bot. aligns w/ bot. of corner brg. casting beyond) SCALE: 1- 112 " =1' -0" (See Plan on 52.0 for locations) Revisions Copyright 0 2010 MAWright Structural Engineering All rights reserved I FA r MA Wright ac STRUCTURAL ENGINEERS 1101 E. Pike Street, 2nd Floor Seattle, WA 98122 206.322.6354 Project Design Drafting Approval Client Issue Date Scale Sheet Contents Sheet Number Reclamation Drive Thru 3301 S. Norfolk St. Tukwila, WA 98168 MAW SMG MAW Starbucks Coffee Company 2401 Utah Avenue South Seattle, WA 98134 Permit May 17, 2011 As Noted Details S3.0 (E) CONTAINER ROOF (E) CONTAINER CORNER BEARING CASTING AT END BRACE NEW STIFFENER POST PER PLAN & 5/S3.0 GUSSET PL. 3/8 x 6 x 6 11/S3.1 1/2" PLATE 1/4 CONTAINER SIDE WALL (E) CONTAINER JAMB MEMBER (HSS at "sim. ") HSS AT INTERIOR BRACES PER 10/S3.1 1/4" CAP PLATE EA. END OF HSS TO MATCH HSS BEAM PER PLAN 3/4 140 ROD w/ CLEVIS EA. END 1/2" GUSSET PLATE (typ.) ANGLE X– BRACING PER 10/S3.1 Centerline Gusset and (E) Inner Corner Post Existing door to be removed Existing end panel to be removed Centerline Gusset 1/4 Interior Braced Frame Top Connection SCALE: 1- 112 " =1' -0" HSS STIFF. POST AT INTERIOR BRACES (E) CONTAINER JAMB MEMBER AT END BRACE 9 1- J .0 CI ra- o Exterior Braced Frame Top Connection SCALE: 1- 112 " =1' -0" 3/4 "0 ROD & CLEVIS HSS POST PER PLAN 4/S31 typ. Rear (door) End PLAN VIEW New L 2x2 X– braces Front End PLAN VIEW CANOPY STRUCTURE PER ARCH. – WELD TO (E) HSS w/ 1/4" FILLET WELDS TOP & BOT. (min.) C-) Typical Canopy Support SCALE: 1- 1/2 " =1' -0" ANGLE X– BRACING PER 10/S3.1 (E) CONTAINER SILL MEMBER AT END BRACE — HSS POST PER PLAN 12/S3.1 typ. L 2x2x1/4 BRACING (back to back) HSS AT INTERIOR 1/2" GUSSET PLATE (typ.) BRACES PER 10/S3.1 COLUMN PER ARCH. 3/8" BRG. PLATE w/ (2) 1/2"O KWIK BOLTS (3" embed) CONCRETE SLAB PER ARCH. Copyright © 2010 MAWright Structural Engineering All rights reserved I VA FA MA Wright ac STRUCTURAL ENGINEERS 1101 E. Pike Street, 2nd Floor Seattle, WA 98122 206.322.6354 GUSSET PL. 3/8 x 6 x 6 LOCATE PER PLAN VIEWS ON 6/S3.1 (typ.) Interior Braced Frame Bottom Connection SCALE: 1- 112 " =1' -0" t Interior Braced Frame Midpoint TOP OF CONCRETE 8/S3.1 typ. Plan View WALL (refer 12/S3.0) a-\ / \f� \/�' /�' /\''\`�''`\ //////4://///////,>/:)\//\/%\ / / / / / Lower Container Non - Structural Steel Column Attachment at Base �5 SCALE: 1- 1/2 " =1' -0" BRACE AT END OF CONTAINER (1) LOCATION Exterior Braced Frame Bottom Connection RE1ptlEI 7!E OR CODE COM 'pI iiiCEE AP P ROVE Project Reclamation Drive Thru ANGLE X– BRACING PER 10/S3.1 GUSSET PLATE 3 /8x6x6 SCALE: 1- 1/2 " =1' -0" SCALE: 1- 112 " =1' -0" NEW STIFFENER POST IN UPPER CONTAINER PER PLAN & 5/S3.0 1/4 1/4 ,3 )- - -- cu a 0 HSS BEAM PER PLAN w/ 1/4" CAP PLATES EA. END HSS COLUMN PER PLAN HSS Beam to Container Stiffener Post Above SCALE: 1- 112 " =1' -0" 4/S3.1 slm. HSS 4x2x1/4 REFER 10/S3.1 FOR X –BRACE ABOVE NEW STIFFENER COMPONENT EACH SIDE PER PLAN & 5/S3.0 NOV 0 2 2011 City of Tukwil , LIILDlNG DI /SION 3/S3.1 typ. 8/S3.1 slm. L 2x2x1/4 BRACING (back to back) 3/4 "0 ROD X –BRACE HSS COLUMN PER PLAN 7/S3.1 typ. Lower Container BRACE AT INTERIOR STIFFENER LOCATION (3) LOCATIONS CONCRETE WALL AND FOOTING PER 12/S3.0 btt,-,..6 2- 0-0 Elevation at Upper Level Angle X- Bracing SCALE: 112' =1' -0' SCALE: 1/2 " =1' -0" C9) rF�rf�rli�i tra 1I ��p` `!l � � j ./t +, �" r, •, -� jam, / 4p�� /��' + � ��y� ��r, r ��j ��y ��j�l /��, t`!/, y�i '� � t� j ���/� � �� /' �q �!/ � %� � �1��� /�O fir/ �/j 1!/� � � � J' \' / %�. �! �%i Ali: 1 ly� /:!'/�`/��!I0I//✓�I/�✓ /1�1 `l /�` /�! j�Q�/' �l/` ll�I/ �ilj�` II////%//!/! I/ �y/1 I /�'J /�f /�I /� //1! /� /l`! /�I /` //� .i y tr y/ j1� �1 j j �``��� ��\l• .� f j1/ 0�1�/� 1 `�jf�������j�,�'�'j /�1�`j j,� f� ��jf j���j /�tl�� ����������jl��� / /�; \.. '}� \ + i/'/' ljtf`>f 1�f�// �1�� '` /f�1 /\t /'`y'�/��1r�O /�� /��� t�/` �r/' �j�/ ���rt �rl�r��j��1���1 `f` /NM* Elevation at Rod X- Bracing SCALE: 112 " =1' -0" IVED AUG 16 2011 PERMITCENTEP 1 3301 S. Norfolk St. l Tukwila, WA 98168 Design MAW Drafting SMG Approval MAW Client Starbucks Coffee Company 2401 Utah Avenue South Seattle, WA 98134 gig Issue 4 Permit Date Scale May 17, 2011 As Noted Sheet 1 Details Contents Sheet Number S3.1