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Permit D11-286 - JACKSONS STORE - BUILDING
98g-T iQ S AFB NVII}Jf1}LELLNII 8?T?T 189 ON M NOSNDVf 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 -286 Occupant/Tenant: JACKSONS STORE NO 631 Building Address: 13138 INTERURBAN AV S, Suite No. Parcel No.: 0003000108 Property Owner: PACWEST ENERGY LLC 3450 COMMERCIAL CT , MERIDIAN ID 83642 Use: RETAIL /OFFICE Occupancy Group/Division: M/B Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: BUILDING 0 FICIAL 73 -tede7S--- az/A4 20 /2 DATE cj THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES City okukwila • 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.: 0003000108 Address: 13138 INTERURBAN AV S TUKW Suite No: Project Name: JACKSONS STORE NO 631 Permit Number: D11 -286 Issue Date: 03/23/2012 Permit Expires On: 09/19/2012 Owner: Name: PACWEST ENERGY LLC Address: 3450 COMMERCIAL CT , MERIDIAN ID 83642 Contact Person: Name: CARYL MATTSON Address: 18215 72 AV S , KENT WA 98032 Contractor: Name: EVERGREEN ENVIRONMENTAL SERVICES INC Address: 17108 9 AV SE , MILL CREEK WA 98012 Contractor License No: EVERGES061J5 Lender: Name: Address: Phone: 425 656 -1063 Phone: 425 - 787 -8987 Expiration Date: 01/14/2014 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 2976 SF BUILDING: 2174 SF CONVENIENCE STORE ASSOCIATED WITH RETAIL FUEL SALES AND 802 SF EMPLOYEE LEARNING CENTER. Public Works activities include: EROSION CONTROL, STORM DRAINAGE, SANITARY SEWER, NEW WET TAP FOR 4" FIRE LOOP (DDCVA & RPPA INSIDETHE BUILDING), NEW WATER SERVICE -WM EXIST, NEW 3/4" IRRIG DEDUCT WM AND DCVA. Value of Construction: $388,567.32 Fees Collected: $13,127.65 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0019 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11 -286 Printed: 03 -23 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Y Flood Control Zone: Hauling: N Land Altering: Y Landscape Irrigation: Y Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Y Y Water Main Extension: Water Meter: Y Permit Center Authorized Signature: (ky Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 258 c.y. End Time: Fill 373 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Date: lJ J ( 2 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Vq,V\WIUI o.,.\A\7b12 (UIYJ� 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. 6: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with RISC specifications. doc: IBC -7/10 D11-286 Printed: 03 -23 -2012 8: The special inspection of bolts to be insti in concrete prior to and during placement oncrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted m the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 12: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 13: Readily accessible access to roof mounted equipment is required. 14: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 15: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 16: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 17: 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. 18: 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. 19: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 20: All wood to remain in placed concrete shall be treated wood. 21: Masonry construction shall be special inspected. 22: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 23: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 24: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 25: Manufacturers installation instructions shall be available on the job site at the time of inspection. 26: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 27: 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. doc: IBC -7/10 D11 -286 Printed: 03 -23 -2012 28: Water heaters shall be anchored or stra�d to resist horizontal displacement due to e ake motion. Strapping shall be at points within the upper one -third and r one -third of the water heater's vertical di on. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 29: 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). 30: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 31: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 32: 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. 33: ** *FIRE DEPARTMENT CONDITIONS * ** 34: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 35: 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) 36: Approved portable fire extinguishers complying with the International Fire Code and with a minimum rating of 2- A:20 -B:C shall be provided and located such that an extinguisher is not more than 75 feet (22860 rnm) from pumps, dispensers or storage fill -pipe openings. (IFC 2205.5) 37: 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) 38: 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) 39: 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) 40: 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) 41: The fuel dispensing facilities shall comply with International Fire Code Chapters 22, 34 and NFPA 30, 70. 42: A flammable /combusitble liquid construction permit is required for the modificatons of the dispensing equipment. Permits may be obtained from the Tukwila Fire Department, 444 Andover Park East, Tukwila, WA 98188, 206 - 575 -4407. 43: 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) 44: 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) 45: 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) 46: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC -7/10 D11-286 Printed: 03 -23 -2012 47: Aisles leading to required exits shall bellvided from all portions of the building and tquired width of the aisles shall be unobstructed. (IFC 1013.4) 48: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 49: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 50: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 51: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 52: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 53: An approved automatic fire sprinlder extinguishing system is required for this project. (City Ordinance #2050) 54: An exterior, electrically supervised indicating valve is required to be installed in the fire line. Either install a wall indicating valve (WIV) on the southwest corner of the building, or install a post indicating valve (PIV) out in the yard at least 40 ft. away from the building. 55: U.L. central station supervision is required. (City Ordinance #2050) 56: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 57: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 58: Maintain a 4 foot clear space around the sprinlder riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 59: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2050) 60: A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13- 6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 61: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser ". (NFPA 13) 62: Fire department connections (FDC's) shall be located within 50 feet of a fire hydrant. (Either install the FDC in the yard within 50 ft. of the existing hydrant or install the FDC on the southwest corner of the building and install a new hydrant within 50 ft.) doc: IBC -7/10 D11 -286 Printed: 03 -23 -2012 63: Fire hydrant installation requires a Pub1JVorks permit. 64: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade 65: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. 66: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13- 6.8.3) (City Ordinance #2050) 67: Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. 68: When subject to vehicular damage, protective guard posts or curbs are required around all gas meters, electrical transformers, sprinkler valves and hydrants. Posts and curbs are to be painted yellow. (City Ordinance #2052) 69: All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Dave Stuckle, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 13- 10.10.2.2.1, 10.10.2.2.2, 10.10.2.2.3, 10.10.2.2.4) 70: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 71: 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) 72: Local U.L. central station supervision is required. (City Ordinance #2051) 73: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 74: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 75: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 76: 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. 77: 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) 78: 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) 79: 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 Ordinance #2047) 80: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 81: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IBC -7/10 D11-286 Printed: 03 -23 -2012 82: These plans were reviewed by Inspecto 1. If you have any questions, please call Fire Prevention Bureau at (206)575 -4407. 83: ** *PLANNING DEPARTMENT CONDITIONS * ** 84: Paint the top 12- inches, vertical faces to match the cornice 85: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 86: The applicant or contractor shall call Public Works at (206)433 -0179 minimum 48 hours in advance to schedule a mandatory Public Works pre - construction meeting with Mr. Dave Stuckle, PW Project Inspector. The applicant must notify the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 87: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 88: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around your construction zone (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 89: Any material spilled onto any street shall be cleaned up immediately. 90: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 91: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 92: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 93: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 94: The exempt meter work shall include a State Department of Health approved double check valve assembly. 95: The deduct meter shall read flow quantities in 100's of cubic fee and shall have a TRPL register that is compatible with the Sensus automatic reading system. 96: All double check valve assemblies shall be approved by the State Department of Health. 97: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection. doc: IBC -7/10 D11 -286 Printed: 03 -23 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us BCE #14700 Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. Di I- 2$b �I -n Cemv-02) (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 i Site Address: Tenant Name: King Co Assessor's Tax No.: 0003000108 13138 Interurban Avenue South (@ 48th Avenue S.) Jacksons Store No. 631 Suite Number: New Tenant: Property Owners Name: PacWest Energy, LLC Floor: ❑ Yes m..No Mailing Address: 3450 East Commercial Court Meridian, Idaho city State 83642 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Ms. Caryl Mattson, Design Engineer$arghausen Consulting Mailing Address: 18215 - 72nd Avenue South, Kent 98032 E -Mail Address: cmattson @barghausen.com Engineers, Inc. Day Telephone: (425) 656 -1063 Kent, Washington City State Fax Number: (425) 251 -8782 98032 Zip GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: State Zip Expiration Date: ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Barghausen Consulting Engineers, Inc. Mailing Address: 18215 - 72nd Avenue South Contact Person: David Segal, P.E. E -Mail Address: dsegal @barghausen.com Kent, Washington City Day Telephone: (425) 251 -6222 Fax Number: (425) 251 -8782 State 98032 Zip 14700 -F -APPL- BLDG - Convenience Store - 2011- 08- 12.pdf H:\Applications \Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 1 of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 239,151.36 Scope of Work (please provide detailed information): Existing Building Valuation: $ 184,506.56 n• • • s• -- f• • • . •. Construct a new 2,976- square foot building; with a 2,174- square foot convenience store associated with the retail fuel sales and a 802 - square foot employee Learning Center. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gel Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? m Yes ❑ No !f 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWorns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc 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 ts` Floor ,-27296— 2,976 V -B B & M 2nd Floor 3`I 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 ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: gel Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? m Yes ❑ No !f 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWorns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Demolish existing 2,296- square -foot building. Construct a new 2,976- square foot building; with a 2,174- square foot convenience store associated with the retail fuel sales and a 802 square foot employee Learning Center. Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District VI ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District VI ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): m ...Civil Plans (Maximum Paper Size — 22" x 34 ") VI ...Technical Information Report (Storm Drainage) m .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance m ...Construction/Excavation/Fi11 - Right -of -way ❑ Non Right -of -way ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance m ...Total Cut 200 cubic yards ❑ .. Work in Flood Zone VI ...Total Fill 200 cubic yards m .. Storm Drainage VI ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements m .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line m .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection 6 " Irrigation 1 " Domestic Water 1.5 " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ SI FINANCE INFORMATION Fire Line Size at Property Line 6 Number of Public Fire Hydrant(s) 1 m ...Water 21 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: PacWest Energy, LLC Mailing Address: 3450 E Commercial Ct., Meridian, Idaho 83642 Day Telephone: (208) 888 -9508 City State Zip Water Meter Refund /Billing: Name: PacWest Energy, LLC Day Telephone: (208) 888 -9508 Mailing Address: 3450 E Commercial Ct., Meridian, Idaho 83642 City State Zip H:\Applications\Fomts- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 3 of 6 MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 34,000 Scope of Work (please provide detailed information): Provide and install two (2) HVAC systems and related duct work; including exhaust fans located in rest rooms. HVAC system will operate on natural gas and electricity. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric ❑ Gas ....VI Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <I00K BTU Air Handling Unit >I0,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 19 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct 2 Thermostat 2 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 2 Incinerator — Comm/Ind H:\ Applications\Focros- Applications On Line\2010 Applications \7 -2010 - Pennit Application.doc Revised: 7 -2010 bh Page 4 of 6 PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: TBD Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ 39,000 Valuation of Gas Piping work (contractor's bid price): $ 2,900 Scope of Work (please provide detailed information): Construct new convenience store with two (2) public rest rooms; toilets, lavatories, and urinal. Utility room with mop sink, hand sinks, three compartment sink, floor sinks and floor drains as necessary. Building Use (per Int'l Building Code): 2009 UPC M Occupancy (per Int'I Building Code): Utility Purveyor: Water: TUKWILA PUBLIC WORKS Sewer: TUKWILA PUBLIC WORKS Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain 3 Shower, single head trap Lavatory 2 Wash fountain Receptor, indirect waste Sinks 4 Urinals 1 Water Closet 2 Building sewer and each trailer park sewer Rain water system — per drain (inside building) 6 Water heater and/or vent 3 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller 8 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets 2 H:\Applications\Fotms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR THORIZED AGENT Signature: Print Name: Barghausen Consulting Engineers, I Ms. Caryl Mattson, Design Engineer (I (6kt7J1 Date: Oc1- al9 I I Mailing Address: 18215 - 72nd Avenue South lDate Application Accepted: v2l Date Application Expires: H:\Applications \Fomts- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Day Telephone: (425) 656 -1063 Kent WA 98032 City State Zip 2- i` 2.- I Staff Initials: Page 6 of 6 • • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME JO 501'' &km -1`631 PERMIT # bil'' 28 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization 5co — Erosion prevention 1// 0/5 — Water /Sewer /Surface Water 171/ 8oS Road /Parking/Access / A /ASC4P6 ?,e5/ a (00 A. Total Improvements /3'4 0--' 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. o?, ( c7 C. 2.0% of amount over $100,000, but less than $200,000 of A. la 9l, &O D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $250 (l) 5. Enter total excavation volume Enter total fill volume a -�8 cubic yards "373 cubic yards $ 3, /g .Coo (4)/ Use the following table to estimate the grading plan review and permit fee. volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 —1,000 $37.00 1,001— 10,000 $49.25 10,001 — 100,000 $49.25 for 1s' 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1" 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 18' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 5/ 4478. &O The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 CORRECTION LTR# 1 RECEIVED DEC 02 2011 PERMfTCENTER BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B +C +D) 7. Pavement Mitigation Fee The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p $ 3, 1 l , (a0(6) $ (7) Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33 %) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ 274. 78 (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25)a 5 B. Flood Control Zone ($50) Y * Refer to the Water Meter Fees in Bulletin Al C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* Total A through E $ (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ G%'1 Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ S, sot, (. 38 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2011 - 1231.2011 Total Fee 0.75 $600 $6005 $6605 1 $1100 $15,012.50 $16,112.50 1.5 $2400 $30,025 $32,425 2 $2800 $48,040 $50,840 3 $4400 $96,080 $100,480 4 $7800 $150,125 $157,925 6 $12500 $300,250 $312,750 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 PROJECT NAME: LOCATION: CLIENT: DATE OF ESTIMATE: • • DI1 -m6, ENGINEER'S ESTIMATE FOR SITE CONSTRUCTION COST JACKSONS FOOD STORES #631 TUKWILA, WA JACKSONS November 30, 2011 PROJECT NO.: 14700 NO. OF LOTS: 1 ACREAGE: 0.56 TAX RATE: �: : hk �. � ` '- `SE03110 1� ESTIMArtTED CONS ODCTIOIV COST `' �, ;. �.: ''''." ' �.'x,4��.. �._ �_ �,....... ., ��.__.._.. �... tt.., .. �.._. m. i,,. u... .a..�,....._�..a..1s..._..,.... � ...,.._.... n..:, j.. �s ._.,ei.._..d_.PR"rx�,�^sa.f� . a.., • �'Vi�d��Ltix:�r:�.k��e.�M,Ze A. Clearing /Grading /Earthwork $29,500 B. Erosion Control $11,015 C Sanitary Sewer System $1,850 D. Water Supply System $23,225 E. Public Storm Drainage System $16,730 F. Private Storm Drainage System $0 G. Public Roadway Improvements $0 H. Private Roadway Improvements $59,480 I. On -Site Specific Construction Costs $10,280 J. Landscaping /Fencing /Parks /Open Space Costs $8,500 SUBTOTAL SECTION 1 $160,580 PLUS CONTINGENCY 10% $16,058 TOTAL SECTION 1 $176,638 CORRE ION b, I 1 3/12/10 Page 1 of 5 RECEIVED DEC 02 2011 PERT ILC NTEt. • • GENERAL NOTES /ASSUMPTION AND QUALIFICATIONS: 1. Engineer cannot and does not guarantee or warrant the accuracy of the unit prices as indicated. These unit prices are based upon engineer's general experience and may be subject to significant variations at the time 2. This estimate has been prepared for the purpose of giving the client and engineer an approximate understanding of the general range of construction costs that may be expected for this project, based upon the information that the engineer had available at the time this estimate was completed. 3. Engineer makes no guarantee or warranty, expressed or implied, that ALL aspects of the construction effort expected for the project have been included, and the client is advised to budget appropriately for contingencies and items not covered or included in this preliminary summary. 4. Engineer makes no guarantee or warranty, expressed or implied, as to the accuracy of the quantities outlined. If the client desires a more definitive cost estimate, actual construction bids and /or the services of a qualified construction estimator should be utilized by the client. 5. Costs associated with building (vertical) construction. 6. The earthwork quantity is approximate only, and should be verified at the time of bid preparation, based on approved final construction plans. 7. This estimate does NOT include any costs associated with the purchase of off -site slope or utility easements unless noted. 8. This estimate is based on the following described plan sheets: Engineer to list plans here if available CIVIL ENGIEERING PLANS DATED 11/30/2011 PREPARED BY BARGHAUSEN 3/12/10 Page 2 of 5 14700 - cost- estimate .xls �' fa T ® MAED C�ONSRC, , .,C M :,.n A. CLEARING /GRADING /EARTHWORK QUANTITY UNIT UNIT COST TOTAL Mobilization 1 LS $3,500.00 $3,500 Demolish Existing Structures and Remove Off Site (excludes dump fees) (Asbestos Abatement) 1 LS $15,000.00 $15,000 AC Removal /Demolition 1,800 • SY $5.00 $9,000 Sidewalk Demolition and Disposal 1,000 SF $2.00 $2,000 TOTAL SECTION A $29,500 PLUS TAX 0.0% $0 TOTAL SECTION A $29,500 �� � .:...e y 1'..ry 1..*1. . .,.,. r . ,s a% z„} ♦ !.T klj +•"till"w . 0', .' r.kqi. .,fir.—..; ; rs . 01;il,. .. 3 3" . t ` Aga; B. EROSION CONTROL QUANTITY UNIT UNIT COST TOTAL Mirafi Silt Fence 550 LF $4.50 $2,475 Hydroseeding /Erosion Protection 0.2 AC $1,000.00 $240 NGPE Fence (orange barrier type) 550 LF $4.00 $2,200 Temporary Catch Basin Protection (silt -sacs) 1 EA $100.00 $100 Temporary Construction Entrance 1 EA $6,000.00 $6,000 TOTAL SECTION B $11,015 PLUS TAX 0.0% $0 TOTAL SECTION B $11,015 .( Ffit"a,+s'�,f i•n '.Y�J:�•y y � '•3 5 Y ,W "''�'Y jf- i,i si�l''k 'g T ' f� M.; `a NG cam. x� •.y^.� �+ �x".i'• N•ty.+� �t R.„„SSIN � �: �'�~ ) �F i {4 s 11 i`^1} e. ��'.•� -^ wn,' ((q�..[�. ..i� X - '::H � ,�M� "1 :a��.:5,� x,� H' ,rAf t tY v •L'•:S� �4�a,i:.f,.... - CvI{ , YAii�.•'1 - +,ilh'• f� i'r '� � `�i'c' , 'M',1M••1, 5i !;'p` •J ��yy,,�, 'iw' Y ' st �1 rtt4{ �F'SF'v�t��aie *'��:.t,W1tL•• C. SANITARY SEWER SYSTEM QUANTITY UNIT UNIT COST TOTAL 6 -Inch PVC Pipe (measure side sewers 10' into lots) 50 LF $24.00 $1,200 Cleanouts with Concrete Collar 1 EA $350.00 $350 Service Tees 2 EA $150.00 $300 SUBTOTAL SECTION C $1,850 PLUS TAX 0.0% $0 TOTAL SECTION C $1,850 ' }{i'V • ' .,, r,•t = •o }ia . „y. A • ue- l?HR'r t !, s •x 41011 ..."A% TE t •., ' 3 irS L IM D. WATER SUPPLY SYSTEM QUANTITY UNIT UNIT COST TOTAL 4 -Inch Ductile Iron Pipe 300 LF $22.00 $6,600 2 -Inch Galvanized or Copper Pipe 200 LF $10.00 $2,000 4 -Inch Gate Valves with Box 1 EA $300.00 $300 12 -Inch Fittings and Blocking 1 EA $500.00 $500 4 -Inch Fittings and Blocking 3 EA $175.00 $525 Tap to Existing Main (tapping tee and valve) (size dependent) 1 EA $3,500.00 $3,500 Single Service with Box (no meter) 1 EA $1,100.00 $1,100 Irrigation Service with Box (no meter) 1 EA $1,200.00 $1,200 8 -Inch Double Check Assembly including PIV and FDC 1 EA $7,500.00 $7,500 SUBTOTAL SECTION D $23,225 PLUS TAX 0.0% $0 TOTAL SECTION D $23,225 re-y4 J ?: rF�• .. P, d, .�E!5ww a. 'H. . � .. (� w ':r • . h i a : y at 'M1'', ��,,¢y]?� I. X3'w'i'. �i w M4'g � fF7i a 7 „+? E. STORM DRAINAGE SYSTEM 'QUANTITY! UNIT I UNIT COST I TOTAL 3/12/10 Page 3 of 5 14700- cost- estimate.xls 8 -Inch CMP /ADS /PVC Pipe 340 LF $20.00 $6,800 6 -Inch CMP /ADS /PVC Pipe 80 LF $16.00 $1,280 Type 1 Catch Basins 5 EA $900.00 $4,500 Type 2/48 -Inch Catch Basins (maximum 8 feet deep) 1 EA $2,200.00 $2,200 Connect to Existing System 1 EA $1,500.00 $1,500 Cleanouts 3 EA $150.00 $450 SUBTOTAL SECTION E $16,730 NON - TAXABLE $0 TOTAL SECTION Epp $16,730 tX4. "rA�t,,- �.r����y} .. n* ; w'm, pp f ', "5,yyy�-"yy ^. �yy �yr *.•. "' M ' t 17' Apy �� "���f'p�{ = �¢y�i„{y �,'. Yi",k�r y:2y?ti';ry ,W t Yl(,,?, k-�!�t�A[.rr�C]9.¢i��� ��LY ., <�7 �::1� 63i: d, iSG�Y.'���.y"�w�.. '�� f.w.��'.�i'.`"y`r f.H� jk?},.'�"�"5...:..w i Y:Yi�."xil9rswa"':�la `Ya'i i 'LY. y��i iX r - .i����'!!'u�:�L' F. PRIVATE STORM DRAINAGE SYSTEM QUANTI UNIT UNIT COST TOTAL SUBTOTAL SECTION F $0 PLUS TAX 0.0% $0 TOTAL SECTION F $0 ,¢: �n r} Y���..✓ a,nr., "Yi�'.•uanrawr�..�.�^�E?b r,.lfale�C� .:^. z3° krcfia�. a'"" iiw". w" �' s" ' C .i,.^xa= ."."w.arvr^.G.�it�a:� �i.�,a,.,..na�axt�'i�.,. �.i"�'PF�"'4�?,5�.+�:wi�n.i.. s3: wo��5�?GW9... .^�..F"�,.".T.w.oaf..r..rrS�:. G. PUBLIC ROADWAY IMPROVEMENTS QUANTI UNIT UNIT COST TOTAL TOTAL SECTION G $0 NON - TAXABLE $0 TOTAL SECTION G4,} $0 r! err`..' y�'' '" '��'r" ' _, . • %�'i ES#; ! 5 S.'tt" '� G ?,' ws' 5 '",G'te� i 1' r -.» .dLk pudic ..� c.kd4nc!!uado .Y nNW „,. 4 .tai,a7.3�', '"a .. i.,"w� i H. PRIVATE ROADWAY IMPROVEMENTS QUANTITY UNIT UNIT COST TOTAL Fine Grade Curbs, Crushed Rock Base and Backfill 240 LF $3.00 $720 Fine Grade Sidewalk with 2 -Inch Crushed Subgrade and Backfill 1,120 SF $2.50 $2,800 Concrete Sidewalk (4 -inch thick) 1,120 SF $2.00 $2,240 ADA Curb Ramps (with truncated domes) 1 EA $600.00 $600 6 -Inch Curbing for Planters (6 inches x 18 inches poured in place) 240 LF $12.00 $2,880 Compact and Fine Grade Road Subgrade (to back of curbs) 1,800 SY $3.00 $5,400 Import Select Road Ballast 260 TON $13.00 $3,380 Base Course Crushed Rock ($1.00 per inch thickness) 1,800 SY $6.00 $10,800 Top Course Crushed Rock ($1.20 per inch thickness) 1,800 SY $2.40 $4,320 HMA Paving (Class B) ($4.60 per inch thickness) 1,800 SY $13.80 $24,840 Striping /Channelization Marking 1 LS $1,500.00 $1,500 TOTAL SECTION H $59,480 PLUS TAX 0.0% $0 TOTAL SECTION H $59,480 y E k ; Yo- ii�g �+ � aaFs� n . s�ai .q... .. ,, s M w4'':, . '+ .IRn �_ , r: I. ON -SITE SPECIFIC CONSTRUCTION COSTS QUANTI UNIT UNIT COST TOTAL Utility Trenching, with Backfill (no bedding) 700 LF $14.00 $9,800 Sawcutting 160 LF $3.00 $480 SUBTOTAL SECTION I $10,280 PLUS TAX 0.0% $0 TOTAL SECTION I $10,280 3/12/10 Page 4 of 5 14700 - cost - estimate. xls 7`n "ua %dnr,�a . �:.,. T ; .. v.. 4a F' r -`y' ,_ k_ J. LANDSCAPING /FENCING /PARKS /OPEN SPACE COSTS QUANTI UNIT UNIT COST TOTAL Landscaping /Planters at Plat Entry (budget) 1 LS $8,500.00 $8,500 SUBTOTAL SECTION J $8,500 PLUS TAX 0.0% $0 TOTAL SECTION J $8,500 3/12/10 Page 5 of 5 14700 - cost - estimate.xls Cit, of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: hut,: /hvww. ci. tukwila. wa. us SET RECEIPT RECEIPT NO: R12 -00906 Initials: JEM Payment Date: 03/05/2012 User ID: 1165 Total Payment: 11,325.70 Payee: PACWEST ENERGY LLC SET ID: 1017 SET NAME: JACKSON STORES SET TRANSACTIONS: Set Member Amount D11 -285 652.40 D11 -286 6,892.55 D11 -287 1,798.15 EL11 -0791 505.30 EL11 -0792 212.90 M11 -118 553.55 PG11 -126 710.85 TOTAL: 652.40 TRANSACTION LIST: Type Method Description Amount Payment Check 0007347 11,325.70 TOTAL: 11, 325.70 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PERMIT - NONR GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 5,947.70 000.322.101.00.0 718.20 000.322.103.00.0 63.00 000.322.102.00.0 538.85 000.345.830 14.70 000.322.103.00.0 647.85 000.322.100 250.00 000.342.400 89.50 000.342.400 2,992.40 000.345.830 50.00 640.237.114 13.50 TOTAL: 11, 325.70 • 1 ,��,��,n w City of Tukwila o;.:. tiz J � � y 1908 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.Qov RECEIPT Parcel No.: 0003000108 Permit Number: D11 -286 Address: 13138 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 08/23/2011 Applicant: JACKSONS STORE NO 631 Issue Date: Receipt No.: R11 -02614 Initials: User ID: LAW 1632 Payment Amount: $3,478.60 Payment Date: 12/02/2011 02:25 PM Balance: $6,892.55 Payee: BARGHAUSEN CONSULTING ENGINEERS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 76128 3,478.60 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW 000.345.830 000.342.400 000.345.830 Total: $3,478.60 37.00 249.60 3,192.00 doc: Receiot -06 Printed: 12 -02 -2011 CiP of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: htty: //www. ci. tukwila. wa. us SET RECEIPT Copy Reprinted on 08 -23 -2011 at 15:10:53 08/23/2011 RECEIPT NO: R11 -01842 Initials: JEM Payment Date: 08/23/2011 User ID: 1165 Total Payment: 4,593.29 Payee: BARGHAUSEN CONSULTING ENGINEERS, INC. SET ID: S000001558 SET NAME: JACKSON STORE 631 SET TRANSACTIONS: Set Member Amount D11 -285 193.64 D11 -286 2,756.50 D11 -287 1,165.87 EL11 -0791 126.33 EL11 -0792 53.23 M11 -118 120.01 PG11 -126 177.71 TOTAL: 126.33 TRANSACTION LIST: Type Method Description Amount Payment Check 29585 4,593.29 TOTAL: 4,593.29 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE 000.345.832.00.0 000.345.830 000.322.100 TOTAL: 179.56 4,163.73 250.00 4,593.29 -00 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x, (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Projec C..40" i bie v ` - Type Inspection: t. okL &.1. 1,6,44, Address: I3t38'Th•t Jria k,✓ Date Called: i .p ('4'0e (IJ Ktt -s 1,.e f 1- 0)(4: :6 { Aef6. L- G (0-1 c aA cici-e f )e. (0 ti G� f �(�f Special Instructions: tu K{ (t AA `". G `'y 7 Date Wante —I F.;\, Requester: Pho NQ: (.- . — Dg'....q r v Approved per applicable codes. Corrections required prior to approval. _ g COMMENTS: D ./ p ,�-r L-e ' DI A° 1 ( b- -- bi 1\ 6 1 Ji,. 54 (-031;k f� i .p ('4'0e (IJ Ktt -s 1,.e f 1- 0)(4: :6 { Aef6. L- G (0-1 c aA cici-e f )e. (0 ti G� f �(�f (e.�‘ ? J 1I- /4 n .1J," /. 7 1 1 9 1 Ins ect� or: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ars 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 Projeet nos Type o pg ion: (� A& — Address: //��5 Date I Special Instructions. Date Wanted: a.m. p.m. Requester: Phone No: • Approved per applicable codes. Corrections required prior to approval. COMMENTS: yr REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD • Retain a copy with permit INSPECTION NO. PERMIT NO. Lv/ _2 g CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: -- )71,1 2J<5 )AhS LS7-44i -if_ Type of Inspection: 6.3/( - 7--v,11,9 L.. Address: 13 /3g ._2"TF$ ?R/44 /v /9v Date Called: s. Special Instructions: Date Wanted:. _ m. Requester: Phone No: - Approved per applicable codes. ® Corrections required prior to approval. / COMMENTS: RE SfIfe6i /re , "117 11,,E 1) 1,4 f N ,Inspec o . Date: . _ /44-4e. -7 / / c� ,� !. 3` ." E . IR INSPECTION FEE REQUI ED. Prio o next inspection,.fee must.be id at 6300 Southcenter BlvkJ.. Suite 100. Call to schedule•reinspection. JGiI� - - - �e u. y lldw.ALM1�Ea►S��e�.a9.v. .ls.a�..+ n.a\9a.u�Fi �..�.�: - — INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT N0. r. CITY OF TUKWILA BUILDING DIVISION C� 6300 Southcenter Blvd., #100, Tukwila. WA 98188 g (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 611 - 7270 Proj ,) h cA ^s _crate Type of I A, ikc gu : 1Q•� 7 Address: S l 3 g ,T. `e Date Called: -P""1 �, J' C yVr Special Instructions: () &lee 1 posL. 'lor.fr /Z.es-t,iDMJ Date Wanted: 11131.m. ter Requester: Phone No: ,F+ ? d Y` n rl O 0 ael Approved per applicable codes. Corrections required prior to approval. COMMENTS: T Go EDr 3 o ..s., () Kiel-3 S, &N -- M Ai .� 06 2_ `e sS r - "-; , x& if) v v ,'L 7-D 2 ,e 4-tt a/ U i 0 ace c our'In oecopAv cc., f . () &lee 1 posL. 'lor.fr /Z.es-t,iDMJ Date t I I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. INSPECT! INSPECTION RECORD Retain a copy with permit NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ' tz. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: C IACaki. 'SibRF 6,31 Type of Inspection: Fit4 t4 P L. 1.0t1,0/4 NWG r, J A L. — a f sNN Address: 1 113 8 =+ illm. NAN) •flu Date Called: x % slA k Le t° LA t' Special Instructions: 61 pcn/1 Date Wanted:. fp — A-1- 12 cj.my p.m. Requester: rA?ofIN ilblet tPAUVLI N 4/444- it) bAkt S Phone No: L-1.25- "a9 .-c4 -70 0 ElApproved per applicable codes. r, Corrections required prior to approval. COMMENTS: , (1) FLEM—fileAL._ C it..I - t..1 1::)F IS :.. 1.0t1,0/4 NWG r, J A L. — a f sNN "^ "N' NwrdGS LicilnfiA1s�1 '►� % slA k Le t° LA t' ) :3 ► l- -›;131?-- %.L L.& O ' N6T A 1 1 . 014- -"CI) coftle - rA?ofIN ilblet tPAUVLI N 4/444- it) bAkt S Date: ECTION FEE REQUI ED. Prior to 1xt inspection. fee must be t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit - . INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDINCVDIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12- (206) 431-367 Permit Inspection Request Line (206) 431-2451 1— • r . r. • : t. plea: OAS 3.-t-( Ore Type of Inationu 47,1,16, Ay dt rgst: Date Called: 3g tin, jtj jis:44A/ •.-----• Special Instructions: • ' • Date Wanted( .... -2., 4 Requester: PhAe 1%31. _)-(3Er eood ElApproved.per applicable codes. Corrections required prior to approval. 7 COMMENTS: kie()1) szcr D:--S 6,046•L --7-3 ('Li h- :e.._ kAJAy M 0 f itit-ei&. ii)thiiitSr3 AI:DE 1-re (14i "1-0 f3 3 op IL /3-) ma...a --n) gk k-Lic Jd-r colit-1.46, - fo r 644-kti 6, . L cottf--;-)A1 -rijr (-L.- e - - - s Ae-L1 .0, ji-eiN fl,b4tii t Inspec or: • Date: to t.„ fl REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be I—I paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING thVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request,Line (206) 431 -2451 3-- Project: S Type o ?sP ion: 4E--, L:i 6► J���� Addr'ss3 13? ? i Date Called: � ,�. `t___ Special Instructions: • Date Wanted: (� a.m , p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: , L Sos , c :1 J& C . Ie.4 4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. V. • INSPECTION RECORD Retain a copy with permit INSPECTION N PERMIT NO. DI( —22co CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 >i . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PrOjeet:— 1 Type of Inspection: . Addes ( 3g l Date Called: ` J f Special Instructions: • Date Wanted V .....,. -} L...., •a.cnr p.m. Requester: ph..04,,,,,..s.a8,.....9-76,0 QApproved per applicable codes. Corrections required prior to approval. COMMENTS: -...00 tJELO F eit ...s i! � er" c-e 11: 6. �� r (.„(1, [aJ el s J OF pAyks `� r 1, # (3 A. ,-. ,-L --ce-1 frit .) c or F 1& -tJ f A • � . of )j /1--,e,oraf. re e'U' ley .p f Sa S itk; p IBS fvr St Ar-71- P e Pr' 7-or t,.JMK til 6aife_ ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ' INSPECTION RECORD Retain a copy with permit • INSPECTION NO. PERMIT NO. • CITY OF' TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Proip _ "' 1 .5,,,k. J' Type of Ins cction: Address: _ ,, f r JI �( (I . 1Are &cial Date Called: if Sp Instructions: Date Wanted:... / ..3 m Requester: Phi N7 oC ,� _` Q ? - J Q o Approved per applicable codes. DCorrections required prior to approval. �r COMMENTS: s REKI5h ON FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date" Z f - • • • • L • r• • INSPECTION RECORD Retain a copy with permit INSPECTION NOS PERMIT NO. CITY OF'.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: / Type of Insp tidn: h C.1\ J =r 6 A Sk'2 °7Pc:a' -- Address: 1313g :1:A e.r Jr5 lt R/ Date Called: -"Y KIP,P_0 o . I'S De,�3- th Special Instructions: Date Wanted: 255 _ (L_ a.m. Requester: Phone No: G ( P Capplicable-rncles. Corrections required prior to approval. COMMENTS: ? tAOO Of 6 J R h C.1\ J =r 6 A Sk'2 °7Pc:a' -- ()A e h• DU r L,J r }.A 1 -"Y KIP,P_0 o . I'S De,�3- th X •0,Ir " G,JakP OS 31- D 1 �6 AnaT P T Inspector: I s --- (z- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 01 .;;• • INSPECTION NO.. PERMIT NO. •. • • CITY OF'.TUKWILA BUILDING DIVISION C" 6300 Southcenter.Blwd., #100, Tukwila. WA 98188 g (206) 431 -3670 Permit Inspection- Request Line (206) 431 -2451 7. • • • 4. • • • yi- Projec •. • tCG .0A re Type ritlys e ion:, --.-• .nt)(4-1--;»,{. Address: 1 Jr4 V Date Called: Special Instructions: • • • Date Wanted m —i1 — / Ls p.m. Requester: P hodri ty. :s., ....soy, q —...1 [ilAiiproved per applicable codes. Corrections required prior to approval. 1 COMMENTS: IInsp ctor: IDate: C. r 2-4- REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO ' 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 Pro ect: , A _. ' foii-iT)(0 Type nspeclti,,oq: Ad irea�s: (3' 6 jDate Called: Special Instructions: 1),.- 2,0 of 1 i Date Wanted 22 _ / L p.m. m. Requester: Phone is :.. —. Jog C% / ®Q ElApproved per applicable codes. J Corrections required prior to approval. COMMENTS: foii-iT)(0 dl/ ' k._ 1),.- 2,0 of 1 i --- :1 r Oe.'e 4 ( t/ fir_ - -,t... i ,Et. io 0 ca R— - 01-7A-' ,if __-_-r, goon_ 07--- /8 ✓ Inspec or: z / r REINSPECTION FEE REQUIRED. lfior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit fit -zV61 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3610 Permit Inspection Request Line (206) 431 -2451 Project:- t Type of In ection Ad :1 ercielit; Date Called: Special Instructions:. Date Wanted.. a.m. Requester: Phone 2S-508 -17Qc) ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: r,e,OG 11-77 r 0 ro.cr--- / Ins ctor: 1Dat -r— .2_, __ILL ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 .Southcenter Blvd., #100, Tukwila. WA 98188 g. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: c P r .kT A f Type of Inspectojn: A . (� (✓AG— '/-1 C y 4 Address. t3g 3.4Ertift.:/ate Called: A vvf Special Instructions: } 05 l �f '"a . Date Wanted: r.a.m, go R ( 7____ p.m. Requester: Phone o: 42S —SO –9"700 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspec or: IDate: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit b I(-zgjo PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 lg. (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Pro jez ant �f T pe of I spectio at Le-I' 16 1"�, dd Address: :` - C Date C4.1 Il A s. Special In ructions: -.\id Date Wanted:. S'— (4, ' f? m ,, p.m. Requester: Af i! Phone No: � � 47-S -.S �- �� ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: o rzo Oi .4 J 61-47\)/1 -.\id Af i! O A `W , / P1' ..44, . A Inspectgf: D a t e s - _ _ ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. i•. • • INSPECTION RECORD Retain a copy with permit NSPECTION NO: PERMIT NO. .• CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 {K. (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Prajeet �� `N`°"' 4 � /� r r e TYPe' , l�ip�4iion 1 /, r ,O/�/� Addr s : 17 J, III Date Called: Special Instructions: Date ;....- . I — C._-- ,.a. p.m. Requester: Ph, No: —0s6 —4 7h Approved per applicable codes. a Corrections required prior to approval. COMMENTS: -errahikt Inspttor: / /� r rate5-__., `! / I t n REINSPECTION FEE RE U D.�rior to next inspection, fee must be paid at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection. • • • • • • INSPECTION RECORD Retain a copy with permit INSPECTION NO:.; -.,.: • PERMIT NO: • CITII':_OE: ;TUKWILA BUILDING DIVISION 6300 Southcente0ivd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection- Request Line (206) 431 -2451 Project: • s of(' Type of In c r4 : s� " Addr s: f'. r • rer jts Date all sin Special Instructions: :.. . • .0 - Z-)J er v- •• SV w Date Wanted: J .a,trt„ -' .m. Requester: Phone No: k / Approved per applicable codes. Corrections require oval. . COMMENTS: • f*°-4' 4( f/4(J O 6,klef —_ (r s'-.e r- p . gt p i — — (o pi -- -4 4.2( fri7 0 . � fie_ � CA-- � kJ 1 s c_Alsii • it c L rs r D-ef -- i �.-Iie _P 1,r . • .0 - Z-)J er v- •• SV w 1\4-A:ci,ek pr pimbei re.r ' Ins tor: Date REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at .6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Weft ....,- ..?INSPECTION RECORD Retain a copy with permit NSPECTION NO.... . • . PERMIT NO. ..'CITYOF;;TUKWILA BUILDING DIVISION 6300 soutficentilio., #100, Tukwila. WA 98188 ir_ (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: ' r _sbro Type of Inspectilln: ... s p • Ai ,A.4 vt e,,,, i 6 K._ •ET-( / htz. WA-4-- Address: • 1" 3 13.1c, 1,1'uta," '- Date ailed: 'It rin ittAy q ,Or Aitc)v-de• / Special Instructions: . ' . •'-' • ' . ' ' A* <1Aeour- .---- ,,- Date Wanted: .s.• ......4, .a.mf Requester: ...4. . . i . 4 Phone No: EpApproved • per applicable codes. •Corrections required prior to approval. COMMENTS: emir..i. 6 K._ •ET-( / htz. WA-4-- A. A-TX s 4.fe LAJ lof 64 1Tt irIT-:' Z /‘ --- ,e..kf--e_I- A-1 tOeT'1/fr 'It rin ittAy q ,Or Aitc)v-de• / ..-' • ii-rso zfrur sw,4# , . A* <1Aeour- .---- ,,- .0.1)A-1rAM) 4.Pr.Se_tiltOioN reaM 1 le -x- Per r 0 r-Ap r41 Fa f *44 el.., es T? Alrchti c.e) oF p(4./lf . ...4. . . i . 4 Inspec • 1Date:_3.• REINSPECTION.FEE REQUIRED. Prior to next inspection. fee must be paid'at.6300.SOuthcenter Blvd., Suite 100. Call to schedule reinspection. 5t 4), frl 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 D11-agev Project: Zcic son Type of Inspection: po F inu-( — 14 II C Clean . Villaled Address: 13($ 1.U.- Date Called: (0(20I2., Special Instructions: Date Wanted:. Co. (lre (f2 a.m. p.m. Requester: g--oSS Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: — 14 II C Clean . Villaled - t tld'e r tea efcr 1'n s-f ail ed _ F(ncd e d Inspector: 1)S Date: Cr iZtp ! ( 2— REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DU- g6, 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: 3ac soaf 5 Type of Inspection: _ PG) Esti &I - Address: 13135? i.LA. Date Called: I oltg- Pti to Special Instructions: Date Wanted:. (e NO ! z- a.m. 4 Requester: Phone No: IDApproved per applicable codes. aCorrections required prior to approval. COMMENTS: — clilaled - Fio&teal - Te .S4 r ri- (e «'weal . Ft+a4(ed Pti to -- Ott (.1 4 b c. (Pan Glys (o r- 4-i AI »e. i. 4Q J)t eo -Io l;,sf -Alt (r)rn-(-?P r Wte.fe , — cCrI .l of -. ir,.(pd !Jeaod -6 (o'noIQ4€, Above i -FPM5, Inspector: D3 IDate: 12-0 (I�- ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 911- x75(0 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: 1 . _1-cic Son.5 Type of Inspection: 1-f Address: .t f 7 - (� , Date Called. 5 ("412 - . , . R. . ZOO es r (on- ( < nle d no I eE.,k -.3 Special Instructions: • Date Wanted:. IZI 11Z_ a.m: p. Requester: Phone No: ':-53 - Z-Z14 — 7(071 • ' a Approved per applicable codes. • • c• ECorrections required prior to approval. COMMENTS: • PresSucr.... +e54- S e,i -,r 2 11.1.A r) . , . R. . ZOO es r (on- ( < nle d no I eE.,k -.3 ''Pont t/ t k' of : 6,1166 n f O -Poo r t"lt35v1 d r,i( I ,,re U /Id out 114 e. h- /5 , -4 ;,`i . (o,141.01. -a ,i de. bit S Vakti f- . o oa yin iek r . Inspector: Date: //ti(,z REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit on- g6Co 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: 1-6C3esSO 0.5 Type of Inspection: F 1-14 Address: 17? (g9 ..1--U -U - Date Called: 4!Z3( / t2 Special Instructions: Date Wanted:. a:m: 4 �Zy (IZ Requester: goSS Phone No: 25-3 - 2-zii - "7(r77 t Approved per applicable codes. f L� ['Corrections required prior to approval. COMMENTS: — 1-111 rite i r /1 e. rrle d O n -141" 5.-' %'r' £ - i_ti Mours prior- -to -AAsi-N - R'escu re_ c. Ip4 — Lim a . Inspector: I) S 'Date: ! 1-1/2-4//2— REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit DII-9 -1S6 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: ICI Cie- SGr,S Type of Inspection: VO4 - c T 11 ttST bloC.k-s rot. aCo( +0 c f y Address: i9f3S 3--U, Date Called: 1-1/IC(//2- / 5CtCcJ, [rn, On iliroFlrIc y '"11x-31'22 -. Special Instructions: Date Wanted :! f n t fZ A Requester:S Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - c T 11 ttST bloC.k-s rot. aCo( +0 c f y si- a1dardS on r1e(,J 4 re tfir& . Ok- {-o lo&c..dk$ l I . PIA S ji AA A PteSSvre - Fes-I- co�n-s-i d ere e ( �4t / 5CtCcJ, [rn, On iliroFlrIc y '"11x-31'22 -. Inspector: VS Date: /it REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. _... ..,..,..aatu.fein.- - INSPECTION NO. INSPECTION RECORD Retain a copy with permit 011- (� 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._ JaokSanS orc Type of Inspection: ASS % , S / �� Address: Date Called: +Veed c6 J i 1+ for f o r 4-0 ,3 J. Special Instructions: Date Wanted:. Requester: e.5 s -k t s4; U . Phone No: CPA 6 555 Sp nApproved per applicable codes. E Corrections required prior to approval. COMMENTS: M - Sikk, sewer C," NA- P..-s4c,.lIe.( e...0-- :. avowed, p(cr i . ti a &+e. r- 4,e,54.- .Ce- i c vh in to/IA-foie d "()" otrop . (K -{G o� — 3,51.5,l4 back :cif!. Ida .r k11d°r (e4d .4(d +Veed c6 J i 1+ for f o r 4-0 ,3 J. 't - Sfe &r .Tins Loa vn -sire -to (,art(- -I e e4 ua(ve. -for- -ire irii'ly . (onf irieeJ do !&5 • 1eed MILLSf- b (ock p Tor -k t s4; U . CPA 6 3,14 , C" s cry .9fenda ru(g . ok-- 4 land _- -it I . Inspector: DS Date: 44 tit_ ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 INSPECTION NUMBER INSPECTION RECORD Retain a cdpy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 5,4c ,z3 Q,:} .,Type of Inspection: F; 're-_ F--/0 v I 4 // Z sy'fS Address: / 3) 3 8- 1 AS. Suite #: .... � Prr.•+-" SAP,,-,-- ,......a.- Contact Person: Pre -Fire: Special Instructions: Permits: Phone No.: ; Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Date: 4 // Z sy'fS Hood & Duct: .... � Prr.•+-" SAP,,-,-- ,......a.- /a/L- F/4- Pre -Fire: Permits: Occupancy Type: -) ., r .. Gi .. 04., Needs Shift Inspection: Sprinklers: Date: Fire Alarm: Hood & Duct: / Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: op l 51 Date: 4127//z_ Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: • Word /Inspection Record)orm.Doc 6/11/10 T.F.D. Form F.P. 113 A s • y • .1 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 - 4407. Project: lariae,4 • Type of Inspection: 9, -440- Am t� Address: 31 °. .41,4 Suite #: Contact Person: Special Instructions: Phone No.: Ve- Approved per applicable codes. Corrections regb,t ired prior to approval. COMMENTS: •' Ft astir 5 s, .,., . _.., 34. 11 +iYy.emor 1 a'. WAR*. .:.�:..... - .. °Yd 1164' .. 4( Needs Shift Inspection: -- - -- `, Sprinklers: Fire Alarm: . ¢= Hood 8t.,Puct: M Monitor: Pre -Fire: Permits: Occupancy Type: ¢ °' Inspector: Date: Hrs.: $100.00 REINSPECT.ION FEE REQUIRED! You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: _t Qdirnpany Name: City: Word /Inspects Record Form.Doc State: Zip: T.F.D. Form F.P. 113 . 112X /. �... . T•W"q.... w • • "'-.2. .Wni . ". -i (r . g.Rr'+ ..Ji.v..- 7.'rr .~Y ' .:7Iw' , . 4. !n INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ,01 S- O(J L 7)11- (9E6, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 , 206- 575 -4407 • Project: /� Ss cJ S o 1'0 ce,A)a S� vi. Type of Inspection: ‘e Ce) v—ee`- Address. 13 13 13 Suite #: -L-A-S Contact Person: Special Instructions: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ._,,..� S Date: 4. �/ 3 J I L Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 • 3 r P d • •1 • .a • " r. • ,-- yree7rx: •i mires. n �;- 3 INSPECTION RECORD Retain a copy with permit -r - 206 1 Z -S, 0$_2_ INSPECTION NUMBER ;. PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: c- Type of Inspection: I-1'6 �-co 9- C.D.. - ..r- q 4.Son Address: Suite #: ( , (3 0 _ P 1 S Contact Person:- - Special Instructions: Phone No.: Approved per applicable codes. P.,_Corrections required prior to approval. COMMENTS: Sprinklers: !: Hood & Duct: Monitor: t') \A-1 LID a( Occupancy Type; e.,. ,,. Z) CSC,,, ks G La-LA k...-x i• '3, Q—e..v A • 0\1 4.• 0C v S, •\C - _ V,V k-Ar C at`; ' Vii..? \N` 1 ,c.1 v.l • )-'WPC S., @.q 1-5 l- ;w. r 6, C I J c c cum../ . .... Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type; e.,. ,,. Inspector -1 Date: 51 2j ( ( , Hrs.: 24 $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/Te O . • T.F.D. Form F.P. 113 r r INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit zea . - v e45_x' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 7a u C so,-, s Type of Inspection: , • • c„ 4J.B.-••a -7 F:-..14./ Address: J 3 / 3 6" Z-45. Suite #: Contact Person: le u4. '•••t •r). -/ E.- Special Instructions: , . Phone No.: '& - W --5-r:---7 Approved per applicable codes. • Corrections required prior to approval. COMMENTS: Sprinklers: Date: a/ , i Fire Alarm: 7 .6.2 ii_bili s 4.. _ .'WT ax ,.61/6a • Monitor: - Pre -Fire: Pre- rc s f IG #rr. r ' '"K .�. f PeKmits: ' • ..-/ Occupancy Type: ,11,.- �r -. S T /Q is ,c s --- Ca eV:41-ot 4rie S °A e l',4,iJ ,...... .. ,hs _ /i6 5- ..__Z5 -.,t. 0 Qc4 rs:. '.:5, `b g/ /'�.= Z X99..•4f34 el t4a, E.. C5,.t GS CV/34044-4,t-L7 rfy.-, tii.e... 5- .9 ",,,,A s_ 1 ger F.,+ d m 1 ,� ....7.t.„:....4.4_„„:„., T „4, ;. .f s €9 S/ sp a I4 €l.as :aile _. /7 74ti+prl ©4C. • d K,i t) x x 7-4 "hp-re-4. a. f 5•viv L� lc-fr�c- a Fib Needs Shift Inspction: / P Sprinklers: Date: a/ , i Fire Alarm: Hood & D uct: ,.61/6a • Monitor: - Pre -Fire: • PeKmits: ' • ..-/ Occupancy Type: Insp9ctor: rj Date: a/ , i Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address} Attn: Company Name: Address: City: State: I Zip: Word /Inspection Record Form.Doc , - 6/11/10 T.F.D. Form F.P. 113 -134-1=ehn Information .To Build On Engineering • Consulting • Testing June 26, 2012 Mr. Jack Davis 3450 E. Commercial Court Meridian, Idaho 83709 RE: Final Permit N G* RECEIVED JUN 272012 COMMUNITY DEVELOP We have completed hrequested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. Project Name: Project Address Permit No. Jacksons #631 13138 Interurban Avenue South Tukwila, Washington 011-286 We have completed the requested special inspections on the subject project. All work requiring special inspection was, to the best of this agency's knowledge, inspected and reported as specified on permit documents. WORK REQUIRED Structural Steel/Wood Reinforced Concrete Compaction Testing WORK INSPECTED Structural Steel/Wood Reinforced Concrete Compaction Testing If there are any questions regarding this change please contact PSI at (425) 248 -2400. Sincerely, 23:A Daniel Kuhn Branch /Project Manager 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 February 2011 Project Info Project Address Jackson Food Store 0 Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Date 8/18/2011 Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 13138 Interurban Ave S. Semi- Heated Path For Building Department Use FILE COPY s pip g No., Tukwila. wa Entrance Door Applicant Name: Walls - Steel Framed Applicant Address: Walls - Wood Framed and Other mf Floors - Mass Applicant Phone: Floors - Steel Joist - Project Description ❑ New Building ❑ Addition El Alteration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Seattle EnvStd ❑ Systems Analysis Occupancy Group 0 Nonresidential 0 Multifamily Residential Climate Zone 0 Climate Zone 1 0 Climate Zone 2 ( See WSEC 302.3 for county list) Fenestration Area Calculation These fenestration and wall values are calculated per inputs provided in the ENV -UA form. In the electronic form these cells auto -fill and cannot be edited. Total Fenestration (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Fenestration 805.0 — 4040.0 X 100 = 19.9% Semi- Heated Path Allowable if project meets all requirements as defined in section 1310.2. Only allowed as yes prescriptive path and must be calculated separately from other conditioned spaces. Limited to 0 no reduced wall insulation levels. Requires other fuel heating and qualifying thermostat. Envelope Requirements (enter values as applicable) Minimum Insulation R- values Roofs - Insulation Above Deck Vertical Fenestration Roofs - Metal Building Non -Metal Frame Roofs - Single Rafter R3 8 Roofs - Attic and All Others Walls - Mass Entrance Door Walls - Metal Building Walls - Steel Framed Walls - Wood Framed and Other R2 1 Floors - Mass Floors - Steel Joist Floors - Wood Framed and Other Opaque Doors - Non- Swinging Maximum F- factors Slabs -on -Grade - Unheated Slabs -on -Grade - Heated Vertical Fenestration REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION Envelope Requirements ( continued ) Maximum U- factors Vertical Fenestration Non -Metal Frame Metal Frame 0.40 Entrance Door Skylights - Without Curb Skylights - With Curb Opaque Doors - Swinging 0.60 Opaque Doors - Non- Swinging Maximum SHGC (or SC) Vertical Fenestration Non -North 0.40 North Skylights CITY AUG. 2 J Z 011 ITCENTER PI 1---21(0 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Envelope Summary (back)Zone:,,1 Non - Residential ENV -SUM. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised February 2011 Minimum Requirements for Prescriptive Option Use table to determine if project qualifies for the optional Prescriptive Option. All components must meet the stated Climate Zone Climate Zone 1 Climate Zone 2 Occupancy Group Nonresidential Residential, Other than Single- Family Nonresidential Residential, Other Single - Family Opaque Elements Insulation Min. R -Value Roofs . Insulation Entirely above Deck R -30 c.i. R -38 c.i. R -38 c.i. R -30 c.i. Metal Building R -25 + R -11 Ls R -25 + R- I I Ls R -25 + R- 11 Ls R -25 + R-I 1 Ls Single- Rafter R -38 R -38 R -38 R -38 Attic and Other R -38 adv or R -49 R -38 adv or R -49 R -38 adv or R -49 R -38 adv or R -4 Walls, Above -grade . Mass R -5.7 c.i. 1 R-11.4 ell R -7.6 c.i. R -13.3 c.i. Metal Building R -13 + R -7.5 c.i. R -19 + R -8.5 c.i. R -13 + R -7.5 c.i. R -19 + R- I6 c.i Steel Framed R -13 + R- 7.5c.i. R -19 + R -8.5 c.i. R -13 + R -7.5 c.i. R -19 + R -14 c.i Wood Framed and Other R -21 R -I3 + R- 6.c.i. R -13 + R -7.5 c.i., or R -21 + R -2.5 c.i. R -2I + R -5 c.i. Below Grade Wall Same as above grade Same as above grade Floors Mass R -30 c.i. R -30 c.i. R -30 c.i. R -30 c.i. Steel Joist R -38 + R -4 c.i. R -38 + R -4 c.i. R -38 + R -4 c.i. R -38.0 + R-4 c.i Wood Framed and Other R -30 R -30 R -30 R -30 Slab -On -Grade Floors Unheated R -10 for 24 in. (with thermal break) R -I0 for 24 in. (with thermal break). R -10 for 24 in. (with thermal break) R -I0 for 24 in. (w thermal hrcak) Heated R -10 c.i.(with thermal break) R -10 c.i. (with thermal break) R -10 c.i. (with thermal hrcak) R -I0 c.i. (with Cher break) Opaque Doors Maximum U- Factor Swinging U -0,600 U- 0.400 U -0.600 U -0.400 Non - Swinging U -0.600 U -0.400 U -0.600 U -0.400 Fenestration 040% of Wall Assembly Maximum U factor (NFRC Rated) Vertical Fenestration Nonmetal framing U -0.32 U -0.32 U -0.32 U -0.32 Metal framing U -0.40 U -0.40 U -0.4p0 U -0.40 Entrance doors U -0.60 U -0.60 U -0.60 U -0.60 Skylights Without curb (i.e. sloped U -0.50 U -0.S0 U -0.50 U -0.50 With curb (i.e. individual unit U -0.60 U -0.60 - U -0.60 U -0.60 Fenestration 0-40% of Wall Assembly Maximum SHGC Factor Vertical Fenestration SHGC -0.40 all, OR SHGC -0.45 all PLUS permanent PF > 0.50 on west, south. east No Requirement SHGC -0.40 all, OR SHGC -0.45 all PLUS permanent PF > 0.50 on west, south, cast No Requirement Skylights SHGC -0.35 SHGC -0.35 SHGC -0.35 SHGC -0.35 The following definitions apply: c.i. = continuous insulation, Ls = liner system (see definitions) Footnote I: Zone I , nonresidential walls may be ASTM C90 concrete block walls. ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or Tess on center horizontally, with ungroutcd cores filled with material having a maximum Thermal conductivity 010.44 Btu -in /1412• F. 2009 Washin ton State Energy Code Compliance Forms for Nonresidential and Multifamil Building. Permit. Plans -- Checklist 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address Jackson Food Store ' Date Revised February 2011 8/18/2011 The following_ information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington-State Nonresidential Energy Code. Applicability (yes,no,na) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Uncondilioned spaces identified on plans if allowed N.A. 1310.2 Semi - heated spaces Semi - heated spaces identified on plans if allowed N.A. 1310.3 Cold Storage / relrigeratf All refrigerated spaces identified on plans. ENV -RFG completed. 1311 Insulation Yes 1311.1 General Installation Indicate installation nethod, densities and clearances to achieve intended R -value of all insulation materials Yea 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs: Indicate clearances for attic insulation; Indicate baffles if eave vents Installed; Indicate lace stapling of (aced balls A3.1 Yee • 1311.3 Wall insulation Indicate R -value and framing material on wall sections; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate mass of masonry walls if mass wall claimed Indicate loose -fill core Insulation for masonry walls as necessary Indicate frequency of grouted cores and bond beams as necessary A3.1 N.A. 1311.4 Floor insulation Indicate R -value on floor sections: Indicate substantial contact with surface; Indicate supports not more than 24` o.c.; Indicate that Insulation does not block airflow through foundation vents. N.A. 1311.5 Slab -on -grade floor Indicate R•value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected N.A. 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36' from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official Yes 1312 Glazing and doors Provide calculation of vertical and overhead glazing area as percent of gross wall area A3.1 Yea 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if default then specify frame type, glazing layers. gapwidlh, low-e coatings, gas filling A3.1 Yee 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations by orientation as necessary) A3.1 1313 Moisture control Yea 1313.1 Vapor retarders Indicate vapor retarders applied to warm side of insulation A3.1 Yea 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; or Gst exception Indicate vap. retard. with sealed seams for non -wood structure A3.1 Yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A3.1 N.A. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section N.A. 1313.5 Crawl space vap. ref. Indicate required grade ground cover with required overlapping. 1314 Air leakage Yes 1314.1 Bldg, envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping A3.1 Yee 1314.2 Glazing/door sealing Specify maximum air leakage rates for fenestration and door products A3.1 N.A. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing N.A. 1314.4 Recessed Lighting Flxtur Indicate IC rating, ASTM E283 cert., and gasketing or caulking to ceiling - N. A. 1314.5 Loading Dock Seal Indicate weatherseal at cargo and loading dock doors N.A. 1314.6 Continuous Air Barrier Indicate air barrier sealing on all root, wall & floor details Indicate leakage testing method. Provide testing results to building official. Max. leakage of 0.40 cfm/It2 at 0.3 inch w. . PRESCRIPTIVE PERFORMANCE (Sections 1320 -1323) Yee ENV -SUM Form Completed and attached. Yea 1323 Glazing Indicate number of glazing panes and location of emissivity coating or exception take A3.2 COMPONENT PERFORMANCE Sections 1330 -1338) IENV -SUM, ENV -UA, & ENV -SHGC Forms Completed and attached. If "no" is shown for any question, provide explanation: CLAST2COM Chvac Full. Commercial HVAC Loads Calculation Program Abossen Engineering Bellevue, WA 98004 Building Summary Loads Building peaks in August at 5pm. • • !ipldg7LoacP.,).s4,Asi.,p4i-ssw-.•Areas, s:DoscrIpttonp: Roof 746 987 Wall 1,216 3,396 Glass 57 1,117 • Floor Slab 0 0 Skin Loads Lighting Equipment People Partition Cool. Pret. Heat. Pret. Cool. Vent. Heat. Vent. Cool. Infil. Heat. Infil. Draw-Thru Fan Blow-Thru Fan Reserve Cap. Reheat Cap. Supply Duct Retum Duct Misc. Supply Misc. Return Building Totals 5,500 .gLOSSOkr,4„ GOO 3.22 0 11.09 0 3.65 0 0.00 0 17.96 0 746 0 0.00 0 500 0 0.00 0 24 0 0.00 4,800 O 0 0.00 0 O 0 0.00 0 O 0 0.00 0 410 0 0.00 2,836 410 21,679 70.78 0 65 0 0.00 480 65 3,451 11.27 0 O 0 0.00 0 O 0 0.00 0 O 0 0.00 0 O 0 0.00 0 o o 0.00 0 o 0 0.00 0 O 0 0.00 0 0 0 0.00 0 30,631 100.00 8,116 Elite Software Development, Inc. Page 1 en3 .4040.0g 217 1,368 2,946 0 4,530 4,530 2,545 2,545 1,706 1,706 6,000 10,800 O 0 O 0 O 0 1,803 4,639 O 0 258 738 O 0 122 122 0 0 O 0 O 0 O 0 O 0 O 0 O 0 18.06 10.15 6.80 43.06 0.00 0.00 0.00 18.50 0.00 2.94 0.00 0.49 0.00 0.00 I 0.00 0.00 0.00 0.00 0.00 16,965 25,081 100.00 • ABuildingitiqii•:A=- -..q....:qt.Seno,,,i.s.,,,,--•....%Tot4-- .'..•-'' . - ---Lat- ,4,;f-5. 4; r..?"Sent,;'-.."-, •-st' ','"'"41-Net • -0 -4‘ CY ht. t -,...::::,:::4Aget,. ,... ?1,4-.....t.s. -r.,,"„As.... ,„ , ;i:',' •;t4,:.?,), 0...e.A k9sss, '14'.0:ts vir,,,..?.. .:Gairtisk. ,-,',A,4,0a100:Ate:i4.,,,...:;,Gainc,::::.; i.,,...,it:iGain' : Ventilation 21,679 70.78 2,836 1,803 4,639 18.50 Infiltration 3,451 11.27 Pretreated Air 0 0.00 0 Zone Loads 5,500 17.96 14,782 Plenum Loads 0 0.00 0 Fan & Duct Loads 0 0.00 122 480 0 4,800 0 0 258 738 Building Totals 30,631 100.00 8,116 16,965 ' ;:."- , ";'7. • „ , tIzZ2r: 4 '!..CL!,:i•La7L; 4,1rjulfi; Total Building Supply Air (based on a 27° TD): 511 CFM Total Building Vent. Air (80.25% of Supply): 410 CFM Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Heating Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: 746 Sq.ft 0.6849 CFM/Sq.ft 356.9 Sq.ft/Ton 0.0028 Tons/Sq.ft 41.06 Btuh/Sq.ft 30,631 Btuh 2.09 Tons 0 19,582 0 122 25,081 2.94 0.00 78.07 0.00 0.49 100.00 JA211081\Calc-MectMackson Store #631_Classroom.CHV Thursday, August 18. 2011,08:23 AM • I ; Chvac - Full Commercial HVAC Loads Calcalation Program Abossen Engineering Bellevue WA 98004 Building Summary Loads Building peaks in August at 3pm. i A r c i . „ 1 6 1 E 4 - 4 . 1 ( g l y , I,. :i ...,,,„;,..,,,:_.i,,.:.i. s_:,„-,.,,,:, :‘:;i:,:!.WitiSe -. C.: .,,DeikriPtiOi*fiA'- '''::;.i',--:,..01A-rr4;-:-;:,-. : ipt....'Y-ko's4:,,. ,.,,..Loss":::':-:'.!!.: ..: .:- Gain .,",(i.i,f;?..: '-:_*A7flf:.,..',.Nek Roof aft,13);F .-:-: ;.;c: 364iii3t:::-: '''6"iiii. : 2,687 3,555 6.13 0 343 0.39 Wall 2,019 5,639 9.73 0 1,964 1,964 2.24 Glass 748 14,661 25.29 0 45,203 45,203 51.62 Floor Slab 0 0 0.00 0 0 0 0.00 Elite Software Development, Inc. Page 1 Skin Loads Lighting Equipment People Partition Cool. Pret. Heat. Pret. Cool. Vent. Heat. Vent. Cool. Infil. Heat. Intl!. Draw-Thru Fan . Blow-Thru Fan Reserve Cap. Reheat Cap. Supply Duct Return Duct Misc. Supply Misc. Return Building Totals 23,855 41.15 0 47,510 47,510 54.25 2,687 0 0.00 0 9,168 9,168 10.47 4,000 0 0.00 100 13,649 13,749 15.70 20 0 0.00 4,000 5,000 9,000 10.28 O 0 0.00 0 0 0 0.00 1 O 0 0.00 0 0 0 0.00 O 0 0.00 0 0 0 0.00 410 0 0.00 1,939 2,704 4,643 5.30 410 21,679 37.40 0 0 0 0.00 235 0 0.00 1,111 1,550 2,661 3.04 235 12,432 21.45 0 0 0 0.00 O 0 0.00 0 846 846 0.97 O 0 0.00 0 0 0 0.00 O 0 0.00 0 0 0 0.00 O 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 O 0 0.00 0 0 0 0.00 O 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 57,966 100.00 7,150 80,428 87,577 100.00 ',' ,;- :, 7 •,:.T.,:;,7.:',Fiiin =.,, -.1 .,--%Tot`,,,,,,9.,,..- .-i.,tat.,-- S4, ..4.-',-41: ..!. , Lopslii;:f ..:., . Loss...,,..,Gain : ,,:: - ._, 4 ,i3Oainc.:.,12. '',: ' :' Galflic,4L.Y.Lf.. LL.G_An. Ventilation 21,679 37.40 1,939 2,704 4,643 5.30 Infiltration 12,432 21.45 1,111 1,550 2,661 Pretreated Air 0 0.00 0 0 0 Zone Loads 23,855 41.15 4,100 75,327 79,427 Plenum Loads 0 0.00 0 0 0 ; Fan & Duct Loads 0 0.00 0 846 846 Building Totals 3.04 0.00 90.69 0.00 0.97 57,966 100.00 7,150 80,428 87,577 100.00 - , .2.L4 Total Building Supply Air (based on a 20° TD): Total Building Vent. Air (11.60% of Supply): Total Conditioned Air Space: Supply Air Per Unit Area: ' Area Per Cooling Capacity: Cooling Capacity Per Area: Heating Capacity Per Area: 3,536 CFM 410 CFM 2,687 Sq.ft 1.3159 CFM/Sq.ft 368.2 Sq.ft/Ton 0.0027 Tons/Sq.ft 21.57 Btuh/Sq.ft Total Heating Required With Outside Air: 57,966 Btuh Total Cooling Required With Outside Air: 7.30 Tons JA211081\Catc-Mech1Jackson Store #631_Store.CHV Thursday, August 18, 2011, 08:23 AM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Info Project Address Jackson Food Store 13238 Interurban Ave S. Tukwila, Wa Applicant Name: Applicant Address: Applicant Phone: Revised August 2010 Date 8/18/20111 For Building Dept Use 1 Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Ir Rooftop Gas Packs FILE COPY Permit No Compliance Option 0 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.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmlzer Option or Exceptions Heat Recovery YIN See X02 _ ,.. REVI ''. i Heating Equipment Schedule —m—r- ID -y...r Type Brand Name' Model No.' Capacity` Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency" Heat Recovery Y/N See MO1 See X01 _ ,.. REVI ''. i i'.; PIt`7 , • 11C...� tc.....___ -__ ___ .. c. _i_ _ _r 1 Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow Controls Location of Service See MO1 _ ,.. REVI ''. i i'.; PIt`7 , • 81�railabl 1..+tQ�lte�tddlacgbYiling tp Table 14 -1A through 14 -16. 3 If required. " COP, HSPF, Combustion Efficiency, or AFUE, as applicable. Flv3 coresippReariabl tir volump(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. DEC 3 0 2011 City of Tukwila BUILDING DM :. • i?' 1 i CITY i, T , LA AUG : 2 3 20„ D I I— zsco PERMIT CENTER 2009 Washington State Enerav Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical. Permit Plans Checklist: : ' MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address Jackson Food Store (Date 8/18/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington -State Nonresidential Energy Code Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M01 N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss N.A. 1411.1 Air - cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard condiitons N.A. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yea 1412.1 Temperature zones Indicate locations on plans 1402 Yes 1412.2 Deadband control Indicate 5 degree deadband minimum MO1 N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback Mot Yes 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage MO1 M.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control Yea 1412.7 Balancing Indicate balancing features on plans Moe N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yes 1422 Thermostat interlock Indicate thermostat interlock on plans M01 Yes 1432.2.1 Temperature Reset Indicate temperature reset method M01 1413 Air / Water Economizers Yes 1412.1 Single zone systems Indicate multiple cooling stage control capability. 1401 Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule Mot N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. Yes 1413.3 Integrated operation Indicate capability for partial cooling M01 N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yea 1414.1 Duct sealing Indicate duct design pressures and sealing requirements 1401 Yes 1414.1 Duct testing Indicate testing required 1401 Yes 1414.2 Duct insulation Indicate R -value of insulation on duct MO1 1415 Piping Systems Yes 1415.1 Piping insulation Indicate R -value of insulation on piping 1401 1416 Completion Requirements Yea 1416.3.2 System Balancing Indicate air and water system balancing requirements 1401 Yea 1416.3.3 Functional Testing Provide sequence of operations and test procedures. 1401 Yes 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training . MO1 Yea 1416.3.5 Comm. Report Indicate requirements for final commissioning report M01 Yes 1416.4 Compliance Chklist Submit to building official upon substantial completion. 1401 Yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, I efficiency, cfm, hp, economizer 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit: Plans. Checklist Continued :, : : ° MECH -CHK 2009 Washington Stale Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address Jackson Food Store !Date 8/18/2011 The foliowin Information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington -SState Nonresidential Energy Code. Applicability (yes, no, na) I Code Section l Component I Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R -10 insulation under tank N.A. 1442 Shut -off controls Indicate automatic shut-off of circulators or heat trace N.A. 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design Minimum condensing temp and control. If "no" is indicated for anv item in Sections 1401 -1424 or 1440 -1465 . provide explanation: 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 November 2010 Project Info Project Address Jacksons Food Store #631 Date 8/22/2011 13138 Interurban Avenue South For Building Department Use FILE Ci PY No. Main Area Tukwila, Washington Applicant Name: Barghausen Consulting Engineers, Inc Applicant Address: 18215 72ND Ave S, Kent, WA 98032 Perr ? Applicant Phone: 425 - 251 -6222 or 425- 656 -1063 Type B 2 lamp T8 4' surface mount flourescents A_a Project Description ❑ Plans Included requirements. Offic /Back Room -/ New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Hallway Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed 32 L Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Cooler /Freezer Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per ft2 '• Gross Interior Area in ft2 Allowed x Area Main Area Retail Store 1.33 3858 5131 Toilet Type B 2 lamp T8 4' surface mount flourescents 3 65 195 Offic /Back Room Type C 2 lamp T8 4' surface mount flourescents 5 65 325 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watts 5131 Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Type A 4 lamp T8 8' surface mount flourescents 27 130 3510 Toilet Type B 2 lamp T8 4' surface mount flourescents 3 65 195 Offic /Back Room Type C 2 lamp T8 4' surface mount flourescents 5 65 325 Hallway Type D 1 lamp T8 4' surface mount fluorescent 4 32 128 Cooler /Freezer Type E vapor proof fixtures 8 100 800 EXIT Type EX combo led exit sigh and em light 6 6 36 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts' 4994 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 - empt lighting, note section and exception number, and leave Watts /Fixture blank. REVIEVVEu rOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION CITY AUG .232011 PERMIT CENTER 17 II - 2.474 1 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting. Summary (back) : LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Prescriptive Spaces Occupancy: Q Warehouse or Parking Garage ® Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 -' Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballasts 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA (W /ft`) Use' LPA` (W /ft`) Automotive facility 0.85 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants /bars' 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail'°, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (except mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w /ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free - standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of fumiture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories 1, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 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 Revised November 2010 Project Info Proj Addres:Jacksons Food Store 9631 Date 8/22/2011 13138 Interurban Avenue South For Building Department Use Tukwila, Washington 3 Name: Barghausen Consulting Engineers, Inc Appl. Name 18215 72ND Ave S, Kent, WA 98032 Appl. Phone 425 -251 -6222 or 425- 656 -1063 1 Project Description ❑ Alteration ❑ Plans Included and commissioning requirements. ' New ❑ Addition Refer to WSEC Section 1513 for controls Lighting Zone (as specified by Jurisdiction) O Zone 1 Zone 2 Q Zone 3 O Zone 4 Compliance Option Q Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) ❑ Efficacy > 60 lumens/W ❑ Controlled by motion sensor ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed. ❑ Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 750 Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft`), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Uncovered Parking and drives site parking 0.10 W /ft2 15076 1508 Total Allowed Tradable Watts: 1508 Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed parking lot ligjt S1 single head 138w LED pole light 3 138 414 275 1031 1 175 175 Bldg. Facade (by perim) Type H - MH down /up Light wall sconce - emerg 6 175 1050 Total proposed tradable watts may not exceed the sum of total allowed tradable watts plus Total Proposed Tradable Watts: the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. 414 Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: 750 Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Bldg. Facade (by perim) 175 3.75 W /If 275 1031 1 175 175 Bldg. Facade (by perim) Type H - MH down /up Light wall sconce - emerg 6 175 1050 Bldg. Facade (by perim) Type J - CFL recessed 1x4 in soffit Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Bldg. Facade (by perim) Type F - MH down light wall sconce - emerg 1 175 175 Bldg. Facade (by perim) Type G - MH down /up Light wall sconce - emerg 1 175 175 Bldg. Facade (by perim) Type H - MH down /up Light wall sconce - emerg 6 175 1050 Bldg. Facade (by perim) Type J - CFL recessed 1x4 in soffit 10 32 320 Bldg. Facade (by perim) Type K - CFL recessed 1x4 in soffit - Emergency 1 32 32 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. Total excess Non - Tradable watts: Site Allowance Balance: Non - Tradable areas COMPLY with site allowance 721 29 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Exterior Lighting Summary (back). LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised November 2010 Specific area description Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base site allowance' Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W /ft2 0.06 W /ft2 0.10 W/ft2 0.13 W /ft2 Building Grounds Walkways less than 10 ft wide 0.7 W /linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways 10 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W /ft2 0.16 W /ft2 0.2 W /112 Exterior Stairways 0.75 W/112 1.0 W /ft2 1.0 W /ft2 1.0 W /ft2 Pedestrian tunnel 0.15 W /ft2 0.15 W /ft2 0.2 W /ft2 0.3 W /ft2 Landscaping 0.04 W /112 0.05 W /ft2 0.05 W /ft2 0.05 W /ft2 Building Entrances and Exits Main entries 20 W /linear foot of door width 20 W /linear foot of door width 30 W/linear foot of door width 30 W /linear foot of door width Other doors 20 W /linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width Entry canopies 0.25 W /ft2 0.25 W /ft2 0.4 W /ft2 0.4 W /ft2 Sales Canopies Free standing and attached 0.6 W /ft2 0.6 W /ft2 0.8 W /ft2 1.0 W /ft2 Outdoor Sales Open areas3 0.25 W /ft2 0.25 W /ft2 0.5 W /ft2 0.7 W /ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance 10 W /linear foot 10 W /linear foot 30 W /linear foot Non - Tradable Surfaces4 Building Facades No Allowance 0.1 W /ft2 for each illuminated wall or surfaces 0.15 W /ft2 for each illuminated wall or surface6 0.2 W /ft2 for each illuminated wall or surface' Automated teller machines and night depositories 270 W per locations 270 W per location8 270 W per locations 270 W per location8 Entrances and gatehouse inspection stations at guarded facilities 0.75 W/ft of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of covered & uncovered area Material handling and associated storage No Allowance No Allowance No Allowance 0.5 W /ft2 Drive -up Windows & Doors 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. =1. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, 2009 Washington Motor, and, Transformer Permit Plans.Checklist • LTG -CHK State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address Jacksons Food Store #631 IDate 8/22/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations Yes 1513.2 Area controls Maximum limit per switch Yes 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans N.A. 1513.4 Display /exhib /special Indicate separate controls Yes 1513.5 Exterior shut -off Schedule with type and features, indicate location Yes (a) timer w /backup Indicate location No (b) photocell. Indicate location N.A. 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations N.A. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans N.A. 1513.7 Hotel/motel controls Indicate location of room master controls N.A. 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) Yes I 1514 Max. watts 'Indicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture Yes 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) N.A. I 1540 (Transformers (Indicate size and efficiency I I If "no" is circled for any question, provide explanation: AN Table 1. Hazardous Materials Inventory Statement FILE COPY w_.,_,_ * P11,y PRODUCTS STORED ON -SITE Reference: Manufacturer's Material Safety Data Sheets (MSDS) NL: Not Listed In MSDS Manufacture's Hazardous/Reportable Concentrations Hazardous Chemical Maximum Approximate Storage State of Open or Closed NFPA 704 Location of Product Name Components Percent ( %) Classification Abstract Quantity or Range of Conditions Material Use Classification Chemical Stored ' Volume Codes Services No. Unit Volume Container Size (Survey Table Weight (Survey Table VI) IV and V) ,hell Gasoline 100 % 3.1 86290 -81 -5 27,000 3 - 10,000 gallon B - 1 - 4 Liquid Closed container Health = 1 UST Battery Products Company Benzene 0.1 -4.9 % 71-43-2 gallons USTs Fire - 3 NW corner of site Gasoline Toluene 1 - 25 % 108 -88-3 Reactivity = 0 Ethyl benzene 0.1 - 3 % 100-41-4 Xylene 1 - 15 % 1330 -20 -7 Butane 1 - 12 % 106.97 -8 Heptane 1 - 4 % 142 -82 -5 Hexane 1 - 5 % 110 -54 -3 Cyclohexane 1 - 3 % 110-82-7 Methylcyclohexane 1 - 2 % 108 -87 -2 Pentane, 2,2,4- trimethyl 1 - 13 % 540 -84 -1 Naphthalene 0.1 -2 % 91 -20-3 Ethanol 0 - 10 % 64 -17 -5 Methyl tert-butyl ether 0 - 15 % 1634-04-4 Tertiary amyl methyl ether 0 - 17 % 994 -05 -8 Ethyl tert-butyl ether 0 - 18 % 637 -92-3 S he(I Diesel Fuel No. 2 100 % 3.3 68476-34 -6 9,000 1 - 10.000 gallon B - 1 - 4 Liquid Closed container Health = 0 UST Battery Products Company Distillates, hydrodesulfurized 0 - 100 % 64742 -80-9 gallons USTs Fire - 2 NW corner of site Diesel No. 2 Distillates, straight run middle 0 - 100 % 6474144 -2 Reactivity = 0 Kerosine 0 - 25 % 8008 -20-6 Kerosine, hydrodesulfurized 0 - 25 % 64742 -81-0 Distillates, light catalytic cracked 0 - 50 % 64741.59 -9 Naphthalene 0.02 - 0.2 % 91 -20-3 Total sulfur 0 - 0.5 % None S (�e11 Highly refined mineral oil 75 - 95 % 9 Mixture 25 <100 -1 quart N - 1 - 4 Liquid Closed container Health = 0 Convenience Products Company Supreme Motor Oil (C15 - C50) (Flashpoint exceeds 3.3 classification gallons containers Fire - 1 Reactivity = 0 Store G?r~ZJi 111!r"n mR JACKSON FOOD STORES; JFSO4COMPL1OHW - HMMP UPDATE SEPTEMBER 17, 2010 CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION crryRMA AU0 232011 �I PEiRAITCEMIEEt Table 1. Hazardous Materials Inventory Statement PRODUCTS STORED ON -SITE Reference: Manufacturer's Material Safety Data Sheets (MSDS) NL: Not Listed in MSDS Manufacture's Product Name Hazardous/Reportable Components Concentrations Percent ( %) Volume Weight Hazardous Classification Codes (Survey Table VI) Chemical Abstract Services No. Maximum Quantity or Unit Volume Approximate Range of Container Size Storage Conditions (Survey Table IV and V) State of Material Open or Closed Use NFPA 704 Classification Location of Chemical Stored steel 1 Products Company Automatic Transmission Fluid Highly refined mineral oil (C15 - C50) 60 - 80 % 9 (Flashpoint exceeds 3.3 classification) Mixture 6.25 gallons <25 - 1 quart containers N - 1 - 4 Liquid Closed container Health = 0 Fire -1 Reactivity = 0 Convenience Store shen Products Company Antifreeze Coolant Ethylene glycol Diethylene glycol 40 - 60 % 1 - 5 % 9 107 -21 -1 111 -46-6 10 gallons <10 - 1 gallon containers N - 1 - 4 Liquid Closed container Health = 2 Fire - 0 Reactivity = 0 Convenience Store G eil Products Company Fuel System Cleaner Distillates, hydrotreated light 01154100 -5179P Stoddard solvent Solvent naphtha, light aromatic Benzene, 1,2,4- trimethyl Xylene Cumene <55 % <50 % <35 % <10 % 1 - 5 % 0.1 - 0.5 % 0.1 -0.5 % 3.3 64742 -47.8 Trade Secret 8052 -41 -3 64742 -95-6 95-63-6 1330 -20 -7 98 -82-8 1.56 gallons <10 - 20 oz. N - 1 - 4 Liquid Closed container Health = 1 Fire - 2 Reactivity = 0 Convenience Store Pennzoil Motor Oil Highly refined mineral oil and additives (DMSO- extract) <3 % 9 (Flashpoint exceeds 3.3 classification) Mixture 18.75 gallons <75 - 1 quart containers N - 1 - 4 Liquid Closed container Heath = 0 Fire -1 Reactivity = 0 Convenience Store Pennzoil 2 Cycle Motor Oil Highly refined mineral oil and additives (DMSO -extract) <3 % 9 (Flashpoint exceeds 3.3 classification) Mixture 3.75 gallons <15 - 1 quart containers N - 1 - 4 Liquid Closed container Health = 0 Fire -1 Reactivity = 0 Convenience Store Pennzoil Automatic Transmission Fluid Highly refined mineral oil and additives (DMSO- extract) <3 % 9 (Flashpoint exceeds 3.3 classification) Mixture 3.75 gallons <15 - 1 quart containers N - 1 - 4 Liquid Closed container Health = 0 Fire -1 Reactivity = 0 Convenience Store JACKSON FOOD STORES; JFSO4COMPL.10HW - HMMP UPDATE SEPTEMBER 17, 2010 Table 1. Hazardous Materials Inventory Statement PRODUCTS STORED ON -SITE Reference: Manufacturer's Material Safety Data Sheets (MSDS) NL: Not Listed in MSDS Manufacture's Product Name Hazardous/Reportable Components Concentrations Percent ( %) Volume Weight Hazardous Classification Codes (Survey Table VI) Chemical Abstract Services No. Maximum Quantity or Unit Volume Approximate Range of Container Size Storage Conditions (Survey Table IV and V) State of Material Open or Closed Use NFPA 704 Classification Location of Chemical Stored Pennzoil Fix-A -Flat Water Tetrafluoroethane Heavy aromatic solvent naphtha Amorphous polyotefin Aromatic resin Inert filler Emulsifier 30 - 60 % 10 - 55 % 10 - 50 % <15 % <10 % <7 % 1 - 8 % 2.2 7732 -18 -5 811 -97 -2 64742 -94 -5 Mixture Mixture Mixture Trade secret 1.25 gallons <10 -16 oz. containers L - 2 - 4 Gas Closed container Health = 1 Fire -1 Reactivity = 0 Convenience Store Quaker State Motor Oil Highly refined mineral oil and additives (DMSO- extract) <3 % 9 (Flashpoint exceeds 3.3 classification) Mixture 12.50 gallons <50 - 1 quart containers N -1 - 4 Liquid Closed container Health = 0 Fire -1 Reactivity = 0 Convenience Store Gumout Fuel System Cleaner Naphthalene <0.10 - <1 % 9 ( Flashpoint exceeds 3.3 classification) 91 -20-3 0.94 gallons <10 -12 oz containers N - 1 - 4 Liquid Closed container Health = 2 Fire - 2 Reactivity = 0 Convenience Store Gumout Regane Fuel System Cleaner Naphthalene <0.10 - <1 % 9 ( Flashpoint exceeds 3.3 classification) 91 -20 -3 0.94 gallons <10 -12 oz. containers N - 1 - 4 Liquid Closed container Health = 2 Fire - 2 Reactivity = 0 Convenience Store Gumout Octane Booster Blend of petroleum distillates and additives NL 9 (Flashpoint exceeds 3.3 classification) NL 0.94 gallons <10 -12 oz. containers N -1 - 4 Liquid Closed container Health = 1 Fire - 2 Reactivity = 0 Convenience Store JACKSON FOOD STORES; JFSO4COMPL.10HW - HMMP UPDATE SEPTEMBER 17, 2010 Table 1. Hazardous Materials Inventory Statement PRODUCTS STORED ON -SITE Reference: Manufacturer's Material Safety Data Sheets (MSDS) NL: Not Listed in MSDS Manufacture's Product Name Hazardous /Reportable Components Concentrations Percent ( %) Volume Weight Hazardous Classification Codes (Survey Table VI) Chemical Abstract Services No. Maximum Quantity or Unit Volume Approximate Range of Container Size Storage Conditions (Survey Table IV and V) State of Material Open or Closed Use NFPA 704 Classification Location of Chemical Stored Gumout Fuel Injector Cleaner Naphthalene NL 9 (Flashpoint exceeds 3.3 classification) NL 0,94 gallons <10 - 12 oz. containers N - 1 - 4 Liquid Closed container NL Convenience Store Gumout High Mileage Fuel Injector Cleaner Cumene 1,2,5 Trimethyl benzene 1 - 5 % 1 - 5 % 9 (Flashpoint exceeds 3.3 classification) 98 -82-8 108-67-8 0.94 gallons <10 -12 oz. containers N -1 - 4 Liquid Closed container NL Convenience Store Gumout Fuel Injector/ Carburetor Cleaner Blend of petroleum distillates and additives Naphthalene NL NL 9 (Flashpoint exceeds 3.3 classification) NL NL 0.94 gallons <10 -12 oz. containers N- 1 - 4 Liquid Closed container NL Convenience Store Gumout Diesel Fuel Injector Cleaner 1,2,4- Trimethylbenzene Naphthalene 1 - 5 % <0.10 - <1 % 9 (Flashpoint exceeds 3.3 classification) 95-63-6 91 -20-3 1.56 gallons <10 - 20 oz. containers N - 1 - 4 Liquid Closed container Health = 2 Fire - 2 Reactivity = 0 Convenience Store Gumout Gas Treatment Blend of petroleum distillates and additives NL 9 (Flashpoint exceeds 3.3 classification) NL 0.94 gallons <10 -12 oz. containers N - 1 - 4 Liquid Closed container NL Convenience Store Gumout Power Steering Fluid Distillates (petroleum), hydrotreated tight naphthenic 30 - 60 % 9 64742-53-6 0.94 gallons <10 - 12 oz. containers N - 1 - 4 Liquid Closed container Health = 0 Fire -1 Reactivity = 0 Convenience Store JACKSON FOOD STORES; JFSO4COMPL.10HW - HMMP UPDATE SEPTEMBER 17, 2010 Table 1. Hazardous Materials Inventory Statement PRODUCTS STORED ON -SITE Reference: Manufacturers Material Safety Data Sheets (MSDS) NL: Not Listed In MSDS Manufacture's Hazardous/Reportable Concentrations Hazardous Chemical Maximum Approximate Storage State of Open or Closed NFPA 704 Location of Product Name Components Percent ( %) Classification Abstract Quantity or Range of Conditions Material Use Classification Chemical Stored Volume Codes Services No. Unit Volume Container Size (Survey Table Weight (Survey Table VI) IV and V) Gumout Triethylene glycol monobutyl ether 20 - 30 % 9 143 -22-6 0.94 <10 -12 oz. N -1 - 4 Liquid Closed container Health = 0 Convenience Break Fluid 2 -(2 -butoxyethoxy)ethanol 5 - 15 % (Flashpoint 112-34-5 gallons containers Fire -1 Store Diethylene glycol monopropyl ether 5 - 15 % exceeds 3.3 6881-94-3 Reactivity = 0 Diethylene glycol monoethyl ether 1 - 5 % classification) 111 -90-0 Triethytene glycol monobthyl ether 1 - 5 % 112 -50 -5 Peak Ethylene glycol 90 - 95 % 9 107 -21 -1 10 <10 - 1 gallon N - 1 - 4 Liquid Closed container Health = 1 Convenience Antifreeze 8 Coolant Diethylene glycol 0 - 5 % (Flashpoint 111.46 -6 gallons containers Fire -1 Store Dipotassium phosphate 1 -2 % exceeds 3.3 classification) 7758 -11-4 Reactivity =0 Heat Isoproparnl 99 % 3.2 67-63-0 0.94 <10 -12 oz. N - 1 - 4 Liquid Closed container Health = 2 Convenience Gas Line Antifreeze Proprietary additive 1 % 1002 gallons containers Fire - 3 Store Reactivity = 0 Propane Propane 87.5 - 100 % 3.1 74 -98-6 100 <20 - 5 gallon L - 2 - 4 Gas Closed container Health = 1 Outside Ethane 0 - 5 % 74-84-0 containers Fire - 4 Convenience Propylene 0 - 10 % 115-07 -01 Reactivity = 0 Store Butanes 0 - 2.5 % Various Eethyl mercaptan 16 - 25 % 75 -08 -1 Camco Manufacturing Xtreme Blue Methanol <35 % 3.3 67 -56-1 10 gallons <10 - 1 gallon containers N -1 - 4 Liquid Closed container Health = 1 Fire - 3 Convenience Store Windshield Washer Reactivity = 0 Clorox Company Sodium hypochlorite 5 - 10 % 8 7681-52-9 1.88 <10 - 24 oz. N - 1 - 4 Liquid Closed container NL Convenience Clorox Bleach Sodium hydroxide <1 % 1310 -73-2 gallons containers Store JACKSON FOOD STORES; JFSO4COMPL10HW - HMMP UPDATE SEPTEMBER 17, 2010 Table 1. Hazardous Materials Inventory Statement PRODUCTS STORED ON -SITE Reference: Manufacturer's Material Safety Data Sheets (MSDS) NL: Not Listed in MSDS Manufacture's Product Name Hazardous/Reportable Components Concentrations Percent ( %) Volume Weight Hazardous Classification Codes (Survey Table VI) Chemical Abstract Services No. Maximum Quantity or Unit Volume Approximate Range of Container Size Storage Conditions (Survey Table IV and V) State of Material Open or Closed Use NFPA 704 Classification Location of Chemical Stored Kingsford Odorless Charcoal Lighter Aliphatic petroleum solvent 100 % 9 (Flashpoint exceeds 3.3 classification) 8052 -41-3 64742-88 0.75 gallons 3 - 1 quart containers L - 1 - 4 Liquid Closed container Health = 1 Fire - 2 Reactivity = 0 Convenience Store PureII Instant Hand Sanitizer Ethyl alcohol Isoproparcl 62 % <5 % 3.3 64 -17 -5 67-63-0 0.08 gallons <10 - 1 oz. containers N -1 - 4 Liquid Closed container Health = 0 Fire - 3 Reactivity = 0 Convenience Store Manufacturers MSDS available at the following web sites or toll free telephone numbers: Chevron Products Pennzoil Products Quaker State Products Gumout Products Peak Product Heat Product 1 -800- 367 -3245 Propane Product Camco Mfg. Product 1 -800- 334-2004 Clorox Product Puref Product 1 -800- 223-0182 JACKSON FOOD STORES; JFSO4COMPL10HW - HMMP UPDATE SEPTEMBER 17, 2010 _dl 1 itc Pro - boy, to viD1e l. e 4•ec...10 r cv.010v.) ?Cage.n4-o,f Series 3000SS FILE COPY Perlt No. DI l --- 2, Double Check Detector Assemblies Sizes: 2'12" —12" (65 — 300mm) Features • Cam -Check Assembly valve provid low head loss • Short lay length is ideally suited for retrofit installations • Stainless Steel body is half the weig of competitive designs reducing installation and shipping cost • Stainless steel construction provides long term corrosion protection and maximum strength • Single top access cover with two -bolt grooved style coupling for ease of maintenance • No special tools required for servicing • Compact construction allows for smaller vaults and enclosures • Furnished with %" x 14" bronze meter (gpm or cfm) • Detects underground leaks and unauthorized water use • Maybe installed horizontal or vertical "flow up" position REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 ES- A- 3000SS JIB A M E S FIRE &WATERWORKS 3000SS Available Models Suffix: LG - Tess shutoff valves OSY - UIJFM outside stem and yoke OSY FxG OSY GxF OSY GxG CFM GPM resilient seated gate valves - flanged inlet gate connection and grooved outlet gate connection - grooved inlet gate connection and flanged outlet gate connec- tion - grooved Inlet gate connection and grooved outlet gate connection - cubic feet per minute - gallons per minute meter Post indicator plate and operating nut available - consult factory ECEIVED OF TUKIMLA OCT 17 2011 PERMIT CENTrso Series 3000SS Double Check Detector Assemblies are designed for use in accordant water utility non - health hazard containment requirements. It is mandatory to prevent the reverseflowoffire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non - potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when con - nected to a potable water supply. Degree of hazard present is determined bythelocal author- ity having jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free through the water- way. The double check detector assembly consists of two independently operating, spring loaded check valves, twoUL, FM, OSY resilient seated gatevalves, and bypassassembly.The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required testcocks. Eachcam - checkshall be internally loaded and provide posl- tive drip tightclosureagainstreverseflow. Cam-check includes astainlesssteelcam arm and spring, rubber faced disc and areplaceableseat. Thereshall benobrass or bronze parts used within thecam -check valve assembly. Thecheck valve seatsshallbeofmolded thermoplastic construction. The use of seat screws as a retention method is prohibited. AU internal parts shall be accessi ble through asingle cover on the valveassembly. Thevalve cover shall be held in place through the use of a single grooved style two -bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall consist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All intemal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: Noryl® Flange dimension in accordance with AWWA Class D. Noryl® is a registered trademark of General Electric Company. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. r Approval Representative DIIVIco CORRECTION LTR #_`_ Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements. please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without insuring any obligation to make such changes and modifications on Antes products previously or subsequently sold. www.amesfirewater.com Series 009 • Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Dome54ic. 1ot4er Reds( t Resso c Zatc k P10o Pcf vzn f LII--28 Reduced Pressure Zone Assemblies 009 QT 0009A QT Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This Series can be used in a variety of installations, including the prevention of heart hazard cross - connections in piping systems or for contain- ment at the service line entrance. The 009 Series features two in -line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its com- pact modular design facilitates easy maintenance and assembly access. Sizes 1/4" - 1" (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability - 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body - 2'/a" and 3" (65 and 80mm) • Ball valve test cocks - screwdriver slotted - - 2 "(8 -50mm) • Large body passages provide low pressure drop • Compact, space saving design • No special tools required for servicing Materials Sizes 1/4" - 2" (8 - 50mm) • Body: Bronze • Check and Relief Valve Discs: Silicone rubber • Check Seats: Replaceable polymer • Relief Valve seat: Removable stainless steel • Cover Bolts: Stainless steel Sizes 21/2" - 3" (65 - 80mm) • Body: FDA approved epoxy coated cast iron • Seats: Bronze • Relief Valve Seat and Trim: Stainless steel • Test Cocks: Bronze Pressure - Temperature Temperature Range: 1/4" - 2" (8 - 50mm) 33°F - 180°F (0.5 °C - 82'C) 21/2" - 3" (65 - 80mm) 33"F -110'F (0.5 "C - 43 "C) continuous, 140 "F (60t) intermittent Maximum Working Pressure: 175psi (12.1 bar) 34 • For additional information. request literature ES -009. Test Cock No. 2 Ball Type Test Cocks 009M2 QTHC Test Cock No. 3 Test Cocky .. No. 4 2nd Check Module Assembly 1st Check Module Assembly Relief Valve Assembly Water Outlet R.P. Zone See Flow Charts on p. 65 -66 ) • Pressure — Temperature Temperature Range: 33 °F - 110°F (0.5 °C - 43 °C) Maximum Working Pressure: 175psi (12 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1469, 1996. Rated flow **UL Tested kPa 63 12 69 10 55 8 41 6 Ps' 2'/2" (65mm) 28 4 14 2 kpa psi 83 12 69 10 55 8 41 6 28 4 14 2 ** 0 25 95 50 190 100 380 3" (80mm) 150 2 0 250 5 0 760 950 15 4.6 300 3 0 400 450 500 52 gpm 1040 1330 1520 1710 1900 1995 fpm Ips isPs * ** 0 25 95 50 100 100 380 11Pa psi 4" (100mm) 103 15 83 12 G2 G 41 6 21 3 0 0 0 150 200 250 300 350 400 450 500 550 600 gpm 570 760 950 11 0 1330 1520 1710 1900 20902280 Ipm 15 tps 4.6 mps * ** 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 gpm 171 380 570 760 950 1140 1330 1520 1170 1900 2090 2280 2470 26602850 fpm 5 10 15 fps 1.5 3 4.6 mps Standards ASSE 1048, AWWA C510 -92, CSA B64.5, UL 1469 Approvals UL Classified (OSY only), FM (sizes 2'/2" - 10 ", OSY only) 1:13, kpa psi 6" (150mm) 103 15 83 12 62 9 41 6 21 3 kPa psi 83 12 62 9 41 G 21 3 kPs 163 83 62 Psi 15 12 9 41 6 21 3 kPs psi 110 16 97 14 83 12 69 10 55 8 41 6 28 4 14 2 * ** 0 100 200 300 400 500 600 00 800 900 1000 1100 380 760 1140 1520 1900 2280 2660 3040 320 3800 4180 5 10 1.5 3 8" (200mm) * 1290 1300 14 0 1500 gpm 4560 4940 5320 5700 1pm 15 fps 4.6 mps ** 0 250 500 750 950 1900 2850 5 1.5 10" (250mm) 1000 3800 1250 1 00 4750 5700 10 3 1750 6650 * 2000 2250 2500 gpm 7600 8550 9500 fpm 15 fps 4.6 mps ** 0 250 500 950 1900 7 0 1000 1250 1500 2850 38 0 4750 5700 6650 7600 5 1.5 1750 2000 2250 2500 3000 3500 gpm 0550 9500 11400 13300 tpm 10 Ips 3 mps 12" (300mm) 0 500 1000 1500 20 0 1900 3800 5 OD 7000 5 1.5 2500 9500 3000 3580 4000 11400 13300 15200 t0 3 4500 gpm 17100 Ipm fps InPs in. SIZE (DU) mm in A mm in. C (OSY) mm in. 0 mm DIMENSIONS G in. mm in. 1. mm in P mm NET WEIGHT w /Gates Ib. kg. NET WEIGHT w/o Gates 1b. kg. 2' 65 37 965 163/6 416 31/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 187/e 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 223/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 48'/2 1232 301/2 765 5% 140 15 381 271/2 699 15' 394 390 177 120 54 8 200 521/2 1334 373/4 959 63/4 171 15 381 291/2 749 181/2 464 572 259 180 82 10 250 551/2 1410 453/4 1162 8 200 15 381 291/2 749 19'/2 495 774 351 190 86 12 300 57' 1461 531/2 1349 91/2 241 15 381 29'/2 749 21 533 1044 474 220 100 A A M E S FIRE& WATERWORKS www.amesfirewater.com =9001 -2008{ CERTIFIED A Watts Water Technologies Company ES- A- 3000SS 1114 USA: Backflow- Sacramento, CA • Tel. (916) 928-0123 • Fax (916) 928-9333 Control Valves- Houston. TX • Tel. (713) 943 -0688 • Fax (713) 944 -9445 Canada: Burlington. ON • Tel. (905) 332 -4090 • Fax (905) 332-7068 ® 2011 Ames Fire & Waterworks i FILE COPY Perml4 No. INSTALLATION INSTRUCTIONS REVIEWED FOR CODE C • APPROVED DEC 302 -i CityofT .ila BUILDING SUPERVISORY CONTROL VALVE SWITCH Fig. A PADLOCK & CHAIN TYPICAL INSTALLATION OF THE MODEL A -20814 WALL TYPE INDICATOR POST GENERAL DESCRIPTION The Model A -20814 Wall Indicator Posts (Ref. Figure A) are designed to operate 4 through 14 inch non -ris- ing stem (inside screw) gate valves, which are used to control the water supply to automatic sprinkler, water spray deluge, foam -water deluge, or standpipe fire protection systems. They permit operation of valves lo- cated immediately inside exterior walls while providing an exterior visual indication as to whether the valves are open or shut, in addition to a means for locking the valves in a particular position. Indicator posts provide for valve operation from outside of the protected prop- erty and, therefore, the opportunity for more prompt valve operation in an emergency situation. The A -20814 Posts will accommodate 4 through 14 inch size post indicator valves requiring 14 to 48 turns to open and that are listed or approved for fire protec- tion service. Posts are provided "standard order" for use with left hand opening valves; however, they may be "special ordered" for use with right hand opening valves or converted in the field for use with a right hand opening CORRECT! N LT R# MUELLER° A -20814 WALL TYPE INDICATOR POST YEAR DATE 2008 valve by changing the left hand opening Post Head to a right hand opening Post Head. The A -20814 Posts accept direct attachment of a 1/2 inch NPT mounting electric supervisory switching device which can be used by proprietary and central stations to monitor the open position of the A -20814 Post. The Handwheel is fastened to the Post with an eyebolt so that the Post can be secured in position using a padlock and chain, as shown in Figure A. APPROVALS AND STANDARDS Model A -20814 Indicator Posts are listed by Underwrit- ers Laboratories Inc. (UL) and Underwriters Laborato- ries Inc. for use in Canada (C -UL). They are approved by Factory Mutual Research Corporation. A WARNING The Model A-20814 Indicator Posts described herein must be Installed and maintained in compli- ance with this document, as well as with the ap- plicable standards of the National Fire Protection Association, In addition to the standards of any other authorities having Jurisdiction. Failure to do so may Impair the integrity of these devices. The owner is responsible for maintaining their fire protection system and devices In proper operating condition. The Installing contractor or manufactur- er should be contacted relative to any questions. Removing or disabling the tamper resistant feature of the special key wrench screw used to secure the cover of the Supervisory Control Valve Switch will void its listings and approval. TECHNICAL DATA Indicator Posts: The A -20814 Post Head is mounted directly to an exterior wall, and it is designed to work with 4 through 14 inch PIVs employing 2 inch operating nuts. The Post Head has 3/4 inch clearance holes or the mount- ing bolts. The A -20814 has a 14 pitch Threaded Sleeve which can readily accommodate field positioning of the "OPEN" and "SHUT' Targets for 4 through 14 inch PIVs requiring 14 to 48 turns to CEVED DEC 02 2011 ITCENTER MUELLER® A -20814 WALL TYPE INDICATOR POST 12" DIA. FLANGE (304.8 mm) Fig. B 3/4" (19.1) BOLT HOLES ON 10-1/2 DIA. (266.7 mm) BOLT CIRCLE 18-1 /2" (469.9 mm) 3-1/2" (88.9 mm) FIELD CUT SLEEVE SET SCREW Yc2WD121 "Win ii■liffiBteiloNs 14" DIA. (355.6 mm) UPPER STEM COTTER LOWER STEM (SQUARE TUBE) PIN (SQUARE TUBE) OPTIONAL PIPE SLEEVE 5" SCH. 10 15 -3/4" (400 mm) COUPLING NOMINAL INSTALLATION DIMENSIONS FOR THE A -20814 INDICATOR POSTS The A -20814 is provided with an operating stem as- sembly that can accommodate a range of 3 to 28 inches between the base of the Post Head and the PIV operating nut as shown in Figure B. The Lower Stem (square tube) is field cut to the desired length. An optional 15 -3/4 inch long, 5 inch steel pipe Sleeve is available for protecting the Stem/ Coupling. Use of the Sleeve is recommended except in the case of sheet metal wall construction. The Sleeve must be field cut to the desired length. "Standard order" Posts are factory set with the "OPEN" and "SHUT" Targets positioned for use with left hand (counterclockwise) opening valves. An arrow on the Post Head Cover indicates the left hand direction of opening. The position of the Targets may be reversed in the field, in order to accommodate a right hand opening valve, provided that the Post Head Cover is changed to one indicating right hand opening. The Post Head and Cover are cast iron per ASTM A126 (Grade B), and the Handwheel is cast iron per ASTM A48 (Class 20). The Lower Stem, Upper Stem, Coupling, and Coupling Insert are carbon steel. The Operating Nut is ductile iron per ASTM A536. The Targets and Threaded Sleeve are Zytel, and the Cap is polypropylene. The Windows are made from plexiglas and the Window Gaskets are synthetic rubber with adhesive. The Post Head, Cover and Handwheel are painted red. 2 Table 1 Dimensions in Inches Valve Size A B Turns To Open 4 4 13.00 11.44 14-1/2 6 18.12 16.12 14.38 20 -1/2 8 19.66 20.12 18.38 27 10 33 -1/2 24.50 22.38 33 -1/2 12 Dimensions A & B for Mueller® Resilient Wedge Post Indicator Valves 27.88 25.38 39 -1/2 14 32.12 29.62 46 Dimensions A & B for Mueller® IBBM Double Disc Post Indicator Valves Table 2 Dimensions in Inches Valve Size A B Turns To Open 4 14.31 12.72 14-1/2 6 18.12 16.53 20-1/2 8 21.25 19.66 27 10 26.38 24.79 33 -1/2 12 29.50 27.91 39-1/2 Dimensions A & B for Mueller® Resilient Wedge Post Indicator Valves INSTALLATION INSTRUCTIONS 1- Post Head 2 -Eye Bolt 3 -Hex Nut, 5/8" 4 -Flat Washer, 5/8° 5 -Lower Stem Assembly a. Lower Stem b. Coupling c. Coupling insert d. Cotter Pin 1/4'x3' (2 required) 6 -Hex Socket Set Screw 3 /4- 10UNCx1" 7 -Pipe Plug 1/2" NPT 8- Window (2 required) 9- Window Gasket 10- Handwheel 11 -Upper Stem Assembly a. Operating Nut b. Spring Pin, 1/8" x 2 -1/4" c. Coupling Pin, 1/8" x 1 -1/2° d. Threaded Sleeve e. Upper Stem 12 -Cap 13- Retaining Ring 14- Target Open 15- Target Shut 16- Washer 17 -Wall Mount Indicator Post Cover 18 -Hex Nut 1/2° 19 -Hex Bolt 1/2 "x1 -3/4" MUELLER® A -20814 WALL TYPE INDICATOR POST 8 17 11a USE TO SECURE COUPLING TO PIV OPERATING NUT 5d 5b Fig. C 5c 5a 1613 12 I 10 MODEL A -20814 WALL INDICATOR POST ASSEMBLY Supervisory Control Valve Switch: Figures E and F illustrate attachment of the Supervi- sory Control Valve Switch (supplied by customer). INSTALLATION The A -20814 Post Targets must be positioned for use with the appropriate number of turns to open the post indicator valve. Improper positioning of the Targets can result in an erroneous indication of the open or shut position of the valve. The A -20814 will accommodate positioning of the Targets to operate PIVs requiring 14 to 48 turns to open. NOTE The Targets for the A -20814 Indicator Post have been factory set for use with a left hand opening, 4 inch Mueller PIV. Consequently, Steps 5, 6, 7, and 9 need not be performed when Installing the A -20814 Post with a 4 Inch Mueller® PIV or with a PIV that requires 14-1/2 turns to open. Proceed to install the Post as follows: 1. Completely close the PIV. 2. Along the centerline of the PIV make a 5 -3/4 inche diameter clearance hole through the wall if the Optiona Sleeve is to be used or if the Coupling is to be located within the wall area. A 2-1/4 inche diameter clearance hole may be used otherwise. 3. If it is necessary to protect the Lower Stem As- sembly (5) where it passes through the building wall, measure the thickness of the wall and cut the Optional Sleeve to an overall length equal to the wall thick- ness plus 2 -1/2 inches. Temporarily place the Optional Sleeve into the wall clearance hole. 4. Attach the Coupling (5b) to the operating nut of the PIV using the Cotter Pin (5d), and then cut the Lower Stem (5a- square tube) so that it will extend 3 -1/2 inches in front of the wall (Reference Figure B). 5. Remove the two bolts (19) securing the Cover (17) in place and remove it along with the Upper Stem As- sembly (11) from the Post Head. 6. Position the targets per Figure D. 7. Reinstall the Upper Stem Assembly into the Post Head and re- secure the Cover (17) using the two bolts (19). 3 MUELLER® A -20814 WALL TYPE INDICATOR POST INSTALLATION INSTRUCTIONS Fig. D OPEN TARGET: TOP SURFACE OF THREADED FLANGE ALIGNED WITH MUELLER VALVE SIZE MARK (10' VALVE SHOWN) .Q5 SET TO DIMENSION "X" j (SEE NOTE 2) SHUT TARGET: TOP SURFACE OF THREADED FLANGE ALIGNED MTh CT (CENTER TOP) MARK DE BOTTOM SURFACE AUGNED WITH CB MARK ((EEERNOTOE BOTTOM) FOR LEFT HAND OPENING VALVES SHUT TARGET: TOP SURFACE OF THREADED FLANGE AUGNED WITH CT CENTER TOP) MARK BOTTOM SURFACE AUGNED WITH CB MARK (CENTER BOTTOM) (SEE NOTE OPEN TARGET: TOP SURFACE OF THREADED FLANGE ALIGNED WITH MUELLER VALVE SIZE MARK (10* VALVE SHOWN) QS SET TO DIMENSION (SEE NOTE 2) FOR RIGHT HAND OPENING VALVES NOTES: 1. SET SHUT TARGET FIRST. 2. FOR VALVES MANUFACTURED BY OTHER THAN MUELLER COMPANY. SET TO DIMENSION "X' CALCULATED AS FOLLOWS: N0. OF TURNS TO OPEN VALVE X" IN INCHES 14 POSITIONING OF TARGETS 8. Slide the Upper Stem into the Lower Stem and center the base of the Post Head over the hole in the wall and fasten it securely to the wall. NOTE Before mounting the Post Head and if using the Optional Sleeve, loosen the Set Screw (6), insert the Sleeve into the Post Head, and then tighten the Set Screw (6). 9. Reinstall the Handwheel if it had been removed. 10. Using the Handwheel, open and close the valve and check to see that the "SHUT" and "OPEN" Target Plates are clearly in view in the Windows, at their respective po- sitions and that there is no feeling of binding of the Upper and Lower Stem Assemblies (5,11). It is recommended that the turns to open /close be counted and compared 4 to the valve manufacturer's specification, in order to verify full valve opening. NOTES If there is any indication of binding of the internal op- erating parts, alignment of the Indicator Post must be corrected. If the Targets are not properly in view, completely close the PIV, remove the Post Head from the wall, remove the Optional Sleeve from the Post Head if applicable, and then repeat Steps 5 through 10. 11. Tighten the switch mounting hole plug if Super- visory Control Valve Switch is not to be immediately attached. • INSTALLATION INSTRUCTIONS 12. Proceed to install the Supervisory control Valve Switch as follows: 12a. Remove the Cover from the assembly, and then loosen the Trip Rod Screw. Adjust the position of the Trip Rod so that it extends about 1 3/8 inches beyond the Nipple, and then securely tighten the Trip Rod Locking Screw. 12b. Rotate the Handwheel until the valve is fully open. Note the position of one of the "OPEN" Targets in its Window. 12c. Rotate the Handwheel until the "OPEN" Targets are out of the Post Windows. Note the direction in which the "OPEN" Target will move when it is returned to the Post Window. 12d. Remove the Nipple from the assembly and with the Locknut screwed over the Nipple threads, hand tighten the Nipple into the 1/2 inch NPT hole provided in the Post Head, and then tighten the Locknut against the Post Head to secure the Nipple firmly in place. 12e. Refer to Figure E or F as appropriate, and note the direction in which the Trip Rod must move when the "OPEN" Target is returned to the Post Window. Slide the assembly as far as possible onto the Nipple while maintaining proper orientation of the assembly, and then tighten the Set Screw that holds the assembly onto the Nipple. 12f. Attach leads from an electrical continuity meter, to the appropriate Switch terminals. 12g. Return the valve to its fully open position. Verify that the "OPEN" Target returns to the position noted in Step b. Also, verify that the Switch contacts change position within two turns of the valve being fully open. 12h. Begin to return the valve to its closed position. Verify that the Switch contacts change back to their origi- nal position within two turns from full open. NOTE If the Upper Stem Assembly binds before the "OPEN" Target reaches its full open position, or the switch con- tacts do not change position as described in Steps g and h, then the Targets must be readjusted. If the Targets require readjustment, close the PIV, re- move the Post Head from the wall, remove the Optional Sleeve from the Post Head if applicable, and then repeat Steps 5 through 10; however when positioning the Tar- gets, rotate both Targets at the same time as necessary MUELLER® A -20814 WALL TYPE INDICATOR POST SWITCH TARGET SWITCH TRIP RAIL SWITCH ACTUATOR ROD LEFT HAND OPENING VALVE IS SHUT BY TURNING HANDWHEEL TO THE RIGHT (CLOCKWISE) Fig. E TARGETS MOVE TOWARDS HANDWHEEL AS VALVE IS SHUT O ATTACHMENT OF THE SUPERVISORY CONTROL VALVE SWITCH FOR LEFT HAND OPENING VALVES SWITCH N RIGHT FUND OPENING VALVE IS SHUT BY TURNING HANDWHEEL TO THE LEFT (COUNTERCLOCKWISE) SWITCH ACTUATOR ROD TARGET SWITCH TRIP RAIL Fig. F TARGETS MOVE TOWARDS WALL AS VALVE IS SHUT ATTACHMENT OF THE SUPERVISORY CONTROL VALVE SWITCH FOR RIGHT HAND OPENING VALVES 5 MUELLER® A -20814 WALL TYPE INDICATOR POST so that the "OPEN" target will trip the Actuator Rod of the Switch. Repositioning of the "OPEN" and "SHUT' Targets relative to each other should not be necessary. Repeat Steps b through h. 121. Remove the electrical continuity test leads. The external field wiring connections can now be made to the Switch. NOTE Use of a weathertight conduit connector with a gasket seal is recommended. CARE AND MAINTENANCE The Model A -20814 Indicator Post does not require any regular schedule maintenance. It is recommended that Posts used to operate fire protection system water control valves be locked in the fully -open position using the Handwheel as shown in Figure A. The locks must be sturdy and resistant to breakage except by heavy bolt cutters. It is also recommended that once a month a visual inspection procedure be followed, with the following items checked: 1. The Post Head, Handwheel, and Windows have not been damaged. 2. The Targets indicate that the valve is open. 3 The Post is properly locked open. In addition, on a quarterly basis, the Post should be closed two tums and then reopened tight to verify that the PIV is in the full open position and properly en- gaged with the Post and, that the Supervisory Switch contacts (if applicable) properly change position. Any damaged parts must be immediately replaced. The Post should also be physically tried to be sure that the valve is in the fully -open position, if there are any damaged parts, sign of tampering, or the position of the valve is questionable. 6 INSTALLATION INSTRUCTIONS NOTES Before closing a fire protection system main valve for maintenance work on either the Post or fire protection systems which it controls, permission to shut down the affected fire protection systems must first be obtained from the proper authorities and all personnel who may be affected by this decision must be notified. It is recommended that fire protection systems be inspected by a qualified Inspection Service. INSTALLATION INSTRUCTIONS REPLACEMENT PARTS: Specify: (specify description) for use with Model A- 20814 Indicator Post, Part No. (specify). 1 -L.H. Post Head 148687 1-R.H. Post Head 148648 2 -Eye Bolt 198585 3 -Hex Nut, 5/8" to 11 UNC 193860 4 -Flat Washer, 5/8" 198804 5 -Lower Stem Assembly 287084 6 -Hex Socket Set Screw, 3/4 - 10 UNC x 1" 198428 7 -Pipe Plug 1/2" NPT 198582 8- Window 290146 9- Window Gasket 290147 10- Handwheel 147302 -1 11 -Upper Stem Assembly 287083 12 -Cap 290143 13- Retaining Ring 290157 14- Target Open 290144 15- Target Shut 290145 16- Washer 290175 17 -Wall Mount Indicator Post Cover Open Left 240554 -1 Open Right 240555 -1 18 -Hex Nut 1/2" 191439 19 -Hex Bolt 1/2 "x1 -3/4" 45330 MUELLER® A -20814 WALL TYPE INDICATOR POST 7 MUELLER® A -20814 WALL TYPE INDICATOR POST INSTALLATION INSTRUCTIONS (Mueller Co.) MAIN OFFICE - Decatur, IL (217) 423 -4471 CANADA - Mueller Canada Inc., Barrie Ontario (705) 719 -9965 All products must be installed and maintained in accordance with applicable instructions and/or standards. Form 12541 - 6/08 - 5M -1 Copyright 2007 Mueller Co. 8 Printed in U.S.A GEOTECH FILE COPY CONSULTANTS, INC. Perna No. Jacksons aka PacWest Energy, LLC 3450 East Commercial Court Meridian, Idaho 83642 Attention: Jack Davis 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747 -5618 FAX (425) 747 -8561 November 22, 2010 JN 10291 via email: jack.davis@jacksons-foodstores.com Subject: Transmittal Letter — Geotechnical Engineering Study Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila Store #631 Tukwila, Washington Dear Ms. Mattson: We are pleased to present this geotechnical engineering report for the proposed reconstruction of the existing convenience store in Tukwila. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design considerations for foundations and seismic criteria. This work was authorized by your acceptance of our proposal, P -8051, dated November 4, 2010. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. cc: Barghausen Consulting — Caryl Mattson via email Collons + Smith — Bryan Collons via email MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. 717,_ Marc R. McGinnis, P.E. Principal _ REVIEWED FOR CODE COMPLIANCE • APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION GEOTECH CONSULTANTS, INC. "I)s c V m ALA AUG 2 9 2011 PERMITCEPi1E6t GEOTECHNICAL ENGINEERING STUDY Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila, Washington This report presents the findings and recommendations of our geotechnical engineering study for the proposed reconstruction of the existing convenience store in Tukwila. We were provided with a Preliminary Site Plan developed by Barghausen Consulting Engineers, Inc., dated October 29, 2010. We have also reviewed a Land Title Survey created by Terramark and dated February 11, 2009. Based on these plans and conversations with the design team, we understand that the project will consist of removal of the existing convenience store and car wash structure, and construction of a new, slightly larger convenience store with an attached employee training center. The existing gasoline fueling system and canopy would remain undisturbed. The new building is to be constructed near the elevation of the current building. Therefore, no significant cuts or fills are expected, other than the excavations for the new foundation system. The proposed building will be slightly larger than the existing structure, extending further toward the north than the current structure does. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site. The property is situated on the northeast corner of Interurban Avenue South and 48th Avenue South. Interstate 5 crosses over Interurban Avenue South approximately one block to the south of the site. Development in the general area consists of primarily of retail and commercial businesses. The current structure is located on the eastern side of the property, and consists of a one -story building containing a convenience store and an unused car wash. This building has a slab -on- grade floor and appears to be generally of steel frame construction. The area around the existing structure is mostly asphalt pavement. Pavement, and the existing canopy and fueling pumps are located to the west of the current structure. The ground surface over the site is generally level, with minor sloping of the parking Tots. There are no steep slopes on, or near, the subject property. SUBSURFACE The subsurface conditions were explored by drilling one test boring at the approximate location shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The boring was drilled on November 10, 2010 using a truck - mounted, hollow -stem auger drill. Samples were taken at 5 -foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2 -inch outside diameter, is driven into the soil with a 140 -pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 2 engineer from our staff observed the drilling process, logged the test boring, and obtained representative samples of the soil encountered. The Test Boring Log is attached as Plate 3. As a part of our work, we also reviewed borings conducted previously by Converse Consultants NW near the site in 1992 for a municipal project completed on Interurban Avenue South. Soil Conditions The site lies in a low valley that the Duwamish River has flowed through since the glaciers last receded from the Puget Sound. The native soils revealed in our exploration consisted of loose, unconsolidated silts over loose to medium dense sands. These soils are likely alluvium deposited by water that has flowed through the valley. The upper layer of soil was silt containing small organics and thin lenses of organics. Below a depth of 12 feet, the boring revealed loose to medium -dense sand and gravel extending to the bottom of the 39- foot exploration. These conditions were similar to those encountered during the previous investigation we reviewed, as well as explorations conducted by our firm elsewhere in this river valley. A boring drilled in 1992 just to the west of the southwestern corner of the site found bedrock below the alluvium at a depth of approximately 25 feet. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Groundwater Conditions Groundwater was observed in the boring below a depth of about 5 feet. This seepage likely represents the approximate level of the local water table. The test boring was left open for only a short time period and was conducted in fall, before the onset of frequent heavy rains. Therefore, the seepage level encountered in the boring represents the location of transient water seepage and may not exactly match the static groundwater level. Groundwater levels encountered during drilling can be deceptive, because seepage into the boring can also be blocked or slowed by the auger itself. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We expect that the water table may rise closer to the ground surface during the winter and spring wit ongoing precipitation. The stratification lines on the log represent the approximate boundaries between soil types at the exploration location. The actual transition between soil types may be gradual, and subsurface conditions can vary away from the exploration location. The log provides specific subsurface information only at the location tested. The relative densities and moisture descriptions indicated on the test boring log are interpretive descriptions based on the conditions observed during drilling. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 CONCLUSIONS AND RECOMMENDATIONS GENERAL JN 10291 Page 3 THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test boring conducted for this study encountered loose alluvial silts and sands, and this is consistent with the conditions found previously in nearby explorations. The upper silt is moderately compressible, and the loose sand below the water table may undergo at least localized liquefaction (loss of bearing strength) during an earthquake. Even in these conditions, construction of a lightly- loaded retail building should be possible using shallow foundations. We recommend that the structure be carried on heavily- reinforced continuous footings that would be designed and constructed to reduce differential settlement under both static and seismic loading. The foundation system should also be underlain by a mat of compacted rock fill covering the entire building footprint. All of the following elements should be incorporated into design and construction of the foundation system: • Support the structure on a gridwork of heavily- reinforced continuous footings spaced no further apart than 15 feet in each direction. • Design the continuous foundations similar to grade beams, being theoretically able to span a minimum distance of 10 feet without soil support. This can be accomplished using a conventional footing and stem wall system with three pieces of rebar in the footing, and both vertical and horizontal rebar in the stem wall. • Bear the perimeter foundations at least 18 inches below the existing grade. • Excavate the entire building footprint to at least 3.5 feet below the existing grade and place no less than 2 feet of compacted rock fill (quarry spells or railroad ballast rock) beneath all footings. Settlement - tolerant building construction, such as wood and metal framing and siding should be used. Masonry, stucco, tile and other settlement- sensitive materials should be avoided wherever possible. A reinforced slab -on -grade floor can be used inside the structure. Rebar should be used to reinforce the slab, in order to reduce the potential for large cracks and downsets if differential settlement occurs. If possible, the finish elevations inside and around the building should be close to the existing grade. Placing additional fill above the current ground elevations could cause additional post - construction consolidation of the underlying soils. If the slab must be above the existing grade, then lightweight fill such as geofoam should be used for structural fill above the bottom of the new footings. Also, utilities entering and exiting the building foundation should be designed using flexible connections and be backfilled with an open - graded rock, such as pea gravel, to allow for some differential settlement. The on -site soils are highly sensitive to moisture. The excavated soils will not be suitable for reuse as structural fill under the building or pavement areas. All structural fill will have to be imported. This will likely include backfill for new utility trenches, as attempting to recompact the wet, silty soils in utility trenches typically results in excessive post- construction ground settlement. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 4 The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. The existing pavement should be maintained wherever possible to provide cover for the underlying soil. Upon completion of demolition of the existing building and foundations it may be necessary to cover exposed soil with gravel, plastic, or mulch until the new foundation excavation is undertaken. Trucks should be kept on the existing pavement to reduce the risk of tracking soil and mud off the site. Any soil spilled on the paved areas should be immediately cleaned up. It may be necessary to install premanufactured silt socks in existing storm catch basins. At least the first layer of rock fill should be placed on the exposed soil as soon as the recommended overexcavation is completed. This reduces the potential for generating silty water in the excavation. If silty water accumulates, it cannot be discharged to the storm sewer system, and may have to be temporarily stored in a holding tank until it can be properly disposed of. As with any site, additional erosion control measures may be necessary, depending on the site and weather conditions encountered during the actual grading and construction. The drainage and /or waterproofing recommendations presented in this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. As with any project that involves demolition of existing site buildings and /or excavation, there is a potential risk of movement on surrounding properties. This can potentially translate into noticeable damage of surrounding on -grade elements, such as foundations and slabs. However, the site work could just translate into perceived damage on adjacent properties. Unfortunately, it is becoming more and more common for adjacent property owners to make unsubstantiated damage claims on new projects that occur close to their developed lots. Therefore, we recommend making an extensive photographic and visual survey of the project vicinity, prior to demolition activities and /or commencing with the excavation. This documents the condition of buildings, pavements, and utilities in the immediate vicinity of the site in order to avoid, and protect the owner from, unsubstantiated damage claims by surrounding property owners. Additionally, any adjacent structures or settlement- sensitive utilities should be monitored during construction to detect soil movements. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS In accordance with Table 1613.5.2 of the 2006 International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by Site Class Type E (Soft Site Class). As noted in the USGS website, the mapped spectral acceleration value for a 0.2 second (Ss) and 1.0 second period (S1) equals 1.47g and 0.51g, respectively. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 5 The loose soils that underlie the water table are potentially susceptible to seismic liquefaction in a large earthquake. The foundation recommendations presented in this report are intended to prevent catastrophic foundation failure in the event of the IBC - design earthquake, protecting the safety of occupants. Even so, significant settlement and structural damage should be expected in a large earthquake. CONVENTIONAL FOUNDATIONS The General section presents detailed recommendations for design of the foundation system. We recommend that all footings be continuous and have a minimum width of 16 inches. Exterior footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. An allowable bearing pressure of 2,000 pounds per square foot (psf) is appropriate for footings constructed as recommended in this report. A one -third increase in this design bearing pressure may be used when considering short -term wind or seismic loads. We estimate that the total post - construction of the foundations will be on the order of 2 inches, with differential settlements of less than one inch in 50 feet along a continuous footing. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: PARAMETER Coefficient of Friction Passive Earth Pressure ULTIMATE VALUE. 0.40 300 pcf Where: (i) pcf is pounds per cubic foot, and (ii) passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining. a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 PERMANENT FOUNDATION AND RETAINING WALLS JN 10291 Page 6 Substantial retaining walls are not expected for this project. However, walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: PARAMETER. Active Earth Pressure * VALUE • 45 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.40 Soil Unit Weight 130 pcf Where: (I) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design only permanent foundation and retaining walls that are to be backfilled, such as conventional walls constructed of reinforced concrete or masonry. It is not appropriate to use the above earth pressures and soil unit weight to back - calculate soil strength parameters for design of other types of retaining walls, such as soldier pile, reinforced earth, modular or soil nail walls. We can assist with design of these types of walls, if desired. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. Wall Pressures Due to Seismic Forces The surcharge wall loads that could be imposed by the design earthquake can be modeled by adding a uniform lateral pressure to the above - recommended active pressure. The recommended surcharge pressure is 8H pounds per square foot (psf), where H is the GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 7 design retention height of the wall. Using this increased pressure, the safety factor against sliding and overturning can be reduced to 1.2 for the seismic analysis. Retaining Wall Backfill and Waterproofing The native soils are not suitable to be used as backfill. Backfill placed behind retaining or foundation walls should be coarse, free - draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build -up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. It is critical that the wall backfill be placed in lifts and be properly compacted, in order for the above - recommended design earth pressures to be appropriate. The wall design criteria assume that the backfill will be well- compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand - operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. The section entitled General Earthwork and Structural Fill contains additional recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop Teaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold - joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact a specialty consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. SLAB FLOORS Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the new constructed space above it. This can affect moisture - sensitive flooring, cause GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 8 imperfections or damage to the slab, or simply allow excessive water vapor into the space above the slab. All interior slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of gravel or crushed rock that has a fines content (percent passing the No. 200 sieve) of Tess than 3 percent and a sand content (percent passing the No. 4 sieve) of no more than 10 percent. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture - sensitive equipment or products. ACI also notes that vapor retarders, such as 6 -mil plastic sheeting, have been used in the past, but are now recommending a minimum 10 -mil thickness. A vapor retarder is defined as a material with a permeance of Tess than 0.3 perms, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where vapor retarders are used under slabs, their edges should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.01 perms when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. DRAINAGE CONSIDERATIONS Foundation drains should be used where (1) crawl spaces or basements will be below a structure, (2) a slab is below the outside grade, or (3) the outside grade does not slope downward from a building. Drains should also be placed at the base of all earth - retaining walls. These drains should be surrounded by at least 6 inches of 1- inch - minus, washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 4. For the best long -term performance, perforated PVC pipe is recommended for all subsurface drains. As a minimum, a vapor retarder, as defined in the Slabs -On -Grade section, should be provided in any crawl space area to limit the transmission of water vapor from the underlying soils. Also, an outlet drain is recommended for all crawl spaces to prevent a build up of any water that may bypass the footing drains. Final site grading in areas adjacent to the building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. It is important that existing foundation be removed before site development. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 9 Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. As discussed in the General section, the on -site soils are not suitable for reuse as structural fill, due to moisture and organic content. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: . LOCATION 01? FILL MINIMUM RELATIVE COMPACTION . PLACEMENT Beneath slabs or walkwa s Filled slopes and behind retainin• walls Beneath pavements 95% 90% 95% for upper 12 inches of subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -91 (Modified Proctor). LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test boring are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in the test boring. Subsurface conditions can also vary away from exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Jack Davis and Jacksons, and their representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 10 techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL SERVICES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on -site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plate 3 Boring Log Plate 4 Typical Footing Drain Detail We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. N VICINITY MAP 13138 Interurban Avenue South Tukwila, Washington Job Date: I Scale: 'Plate: 10291 Nov. 2010 Not to Scale 1 North $441407.0.1004.0 I .0_41 5492r21 Yr 1431100'. C . • - ,, ;it, , a ...: t.: . gi4.? 11■01-0 liWI PA'It'•- ''' .. . ; 4,1 4 NA '4'• Y ;$,, *- 't • °-• --- " .,,o& - , 1 1. , t , -1, • • t . ' •,14‘Y . ' . ,V,7,7,,r,'"nrA1576rAVVM7,,,,, 7,771,77 Fa IVO* AAP 7 191464,60 i.Ftel5V1640 ra ME° TRAMSAIIMMI LIME flF=WA Y 154 14- SITE EXPLORATION PLAN 13138 Interurban Avenue South Tukwila, Washington Job I Date: Scale: !Plate: 10291 I Nov. 2010 I Not to Scale 2 BORING 1 Description 39% 10 47% 15 21% 20 25 30 35 40 3 9 27 13 18 1 1 1 0 ML 4" of asphalt over Light gray to gray SILT with organics, damp, loose becomes moist to wet thin organic layer SP Black SAND, medium grained, wet, loose - becomes medium dense - becomes fine grained, loose - gravel Tens GP Slightly silty GRAVEL, wet, medium -dense * Test boring was terminated at 39 feet on November 10, 2010. * Groundwater seepage was encountered at 5 feet during drilling. GEOTECH CONSULTANTS, INC. BORING LOG 13138 Interurban Avenue South Tukwila, Washington Job 10291 'Date: 2010 I Logged by: JLH (Plate: 3 Slope backfill away from foundation. Provide surface drains where necessary. Backfill (See text for requirements) Tightline Roof Drain (Do not connect to footing drain) Nonwoven Geotextile Filter Fabric 0 0 o O O O O o0o oo• 0oowoo o oo o ' o0 00 °oAo °�� o000 o^oo° Vapor Retarder or Barrier �5'. ,p p0 •p 0: �o • • O' p •A.,p.1 ,.°:�• p p .f�:`p •:� p O, D OOo o '• ° O D O •O • p p00.00 00' f00.••• o •o • oocp o 0cP o ' o ..r&3 o o o � • Q c (3 (3 °p° .p . ° D 6" min. 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Free - Draining Gravel (if appropriate) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage and waterproofing considerations. FOOTING DRAIN DETAIL 13138 Interurban Avenue South Tukwila, Washington 'Job 1 Date: I Scale: I Plate: 10291 Nov. 2010 Not to Scale 4 1 collons + smith structural =ODOM 485 Front Steet N • Suite F-3 Issaquah, WA 98027 Perm It No. F 425369.1101 • f: 425369.1157 FILE COPY REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION Jacksons #631 13138 Interurban Ave South BCE# 14700 Structural Calculations Project Jacksons #631 Location 13138 Interurban Ave South Tukwila, WA Designer JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 1 of 64 Caryl Mattson Barghausen Consulting Engineers 18215 72nd Avenue South Kent, WA 98032 (425)251 -6222 Structural Bryan Collons, PE, SE Project Number 10-050 Date August 15, 2011 1 cm: AUG 2 S 2011 PERMIT CEPdiE9t I �W collons + smith structural anginas= 485 Front Steet N - Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • f 425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 2 of 64 Design Criteria collons + smith structural enablers 485 Front Stec N • Suite F-3 Issaquah, WA 98021 F 425369.1101 E 425.369.1157 Criteria: JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 3 of 64 Project: Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Number: 10 -050 Governing Codes: 2009 International Building Code ASCE 7 -05 Wind: ASCE 7 -05 85 mph CID = chi = Exposure B 10.8 psf 10.8 psf Seismic: ASCE 7 -05 Equivalent Lateral Force Procedure Site Class See Geotechnical Below Lat 47.485 Long - 122.271 Design Category = D Building Type = 11 From ASCE 7 Tbl 1 -1 Importance Factor = 1.00 Ss= 1.468 S1 = 0.505 Fa = 0.900 Fv = 2.400 SMS = 1.321 SM1 = 1.212 Sos = 0.881 Soy = 0.808 R = 6.5 Light Framed Wood Walls Os = 3 Overstrength Factor CST = 0.1355 CsL = 0.1355 Vbase Cs x W = 0.1355 x W Geotechnlcal Data: Report by: Salem Engineering Group Project No. 2- 210-0701. Dated November 24, 2010 Site Class E Allowable Soil Bearing 2,000 psf - Dead + Live Allowable Soil Bearing 2,650 psf - Seismic or Wind Soil Density 130 pcf EFP - Passive 300 pcf Friction Coefficient 0.40 Minimum Footing Depth 18 inches Prtnt Date: 8/17/2011 3:27 PM coUUons + smith sfructurat =chasers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 F 425.369.1101 • E 425.369.1157 Criteria: JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 4 of 64 Project: Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Number. 10 -050 Roof Live Load Snow Load 25.0 psf Roof Live L- Existing Roof Roofing - Allowance 3.0 psf Insulation - 3" Rigid fiberglass 0.4 psf Sheathing - 7/16" Struct I sheathing 1.3 psf Framing - Connector Plate Roof Trusses (d 24' oc 3.1 psf Electrical, Mechanical 1.8 psf 1/2" Resilient Channels 0.1 psf Ceiling — (1) layer 5/8" GWB 2.8 psf Miscellaneous 2.4 psf 14.9 psf For Beam & Joist design - Say 20.0 psf -PlAiSt Print Date: 8/17/2011 3:27 PM collons + smith 485 Front Steet N - Suite F-3 Issaquah, WA 98027 p: 425.369. 110I • f: 425.369.1157 Project: Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Number. 10-050 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 5 of 64 Latitude 47.485 Longitude - 122.271 Print Date: 8/17/2011 2:59 PM JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 6 of 64 collons + smith structural °Windier', 485 Front Steet N - Suite F-3 Issaquah, WA 98027 F 425.369.1101 • f 425.369.1157 Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.484 Longitude = - 122.27100000000002 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.468 (Ss, Site Class B) 1.0 0.505 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.484 Longitude = - 122.27100000000002 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class E - Fa = 0.9 ,Fv = 2.4 Period Sa (sec) (g) 0.2 1.321 (SMs, Site Class E) 1.0 1211 (SM1, Site Class E) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.484 Longitude = - 122.27100000000002 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class E - Fa = 0.9 ,Fv = 2.4 Period Sa (sec) (g) 0.2 0.881 (SDs, Site Class E) 1.0 0.807 (SD1, Site Class E) Print Date: 8/17/2011 3:14 PM JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 7 of 64 collons + smith structure! engtneen 485 Front Steet N Suite F-3 Issaquah, WA 98027 p: 425.369.1101 • t 425.369.1157 Seismic Design Coefficient (ASCE 7 -051 Ground Motion Parameters (Section 11.4) Ss 1.468 Short Period MCE Spectral Response Acceleration S1 0.505 1.0s MCE Spectral Response Acceleration Fa 0.900 Site Coefficient (TbI 11.4 -1) Fv 2.400 Site Coefficient (TbI 11.4 -2) SMS 1.321 Adjusted Short Period MCE Spectral Response Acceleration SMI 1.212 Adjusted 1.0s MCE Spectral Response Acceleration SDs 0.881 Design Short Period Acceleration Parameter SDI 0.808 Design 1.0s Acceleration Parameter 1 1 Occupancy Importance Factor (TbI 11.5 -1) TL (sec) 6 Long -Period Transition Period D Seismic Design Category Structural System Type (Section 12.2.11 R7rens 0Trrns Cd,Trens fiLong hung Cd,Lmg 6.5 Response Modification Coefficient (TbI 12.2 -1) 3 System Overstrength Factor (TbI 12.2 -1) 4 Deflection Amplification Factor (TbI 12.2 -1) 6.5 Response Modification Coefficient (TbI 12.2 -1) 3 System Overstrength Factor (TbI 12.2 -1) 4 Deflection Amplification Factor (TbI 12.2 -1) Approximate Fundamental Period (Section 12.8.2.1) hn (ft) 15 Highest Level of Structure C, 0.02 Period Parameter (TbI 12.8 -2) x 0.75 Period Parameter (TbI 12.8 -2) T (sec) 0.15 = Chia Seismic Response Coefficient Ca (Section 12.8.1.1) Transverse Cs Cs,me Cs,min CsT 0.136 = Sos/(R/I) 0.815 = SD1 /(T°R/l) 0.010 0.1355 Longitudinal Cs 0.136 = Sos/(R/I) Cs,mex 0.815 = SD1 /(T'R/I) Cs•min 0.010 CSL 0.1355 Print Date: 8/17/2011 3:14 PM collons + smith structural engineers 485 Front Steet N • Suite F•3 Issaquah, WA 98027 p: 425.369.1101 • *425.369.1 157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 8 of 64 Gravity Design 0 SF #631 Tukwila - Permit Calcs /22/2011 Page 9 of 64 'sera 0 A o -- - -- soa —l'J A sod- e 9 E colions + smith • structural engineers 485 From Steet N • Suite F -3 Issaquah, WA 98027 o: 425.369.1101 h. 425.369. 1 157 • JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 10 of 64 47" C ry- a 1 B /d.8 ; 2372 4 Veit Cor0I9x4 PZ_ �?L i.- .Ilk S? 54 4_ 6311 t _ — — I uSSJ_C"lt)c _I-14105 I i 432 -p I i 0 ``',,2,3 �y.�._ .. 1- 0 o D - .. )f !' ..1. 4_.. I s'8 4 y-PT, cu.. _i JSF #631 Tukwila - Permit Cafes Keyamm ®1.507r D /LL /LU I I rage 11 0T 04 IanaeamEigi! 4.5093 Materials Death= 1309 8-18-11 11:51am 1 of 1 Member Data Description: Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: L/240 live, U180 total Snow Load: 30 PLF Deck Connection: Nailed Member Weight: 76.3 PLF Filename: #631 - RB1.K Other Loads Type 'Mb. Dead Other (Description) Side Begin End Width Start End Start Replacement Uniform (PLF) Top 0' 0.00" 42' 0.00" 432 600 Replacement Uniform (PLF) Top 0' 0.00" 42' 0.00" 50 0 Replacement Uniform (PLF) Top 0' 0.00" 42' 0.00" 48 100 End Category Snow Snow Snow ,t<:J7il%p.,- Ata.0.4-p `P s,S`a3.ZiiT" n V"S. - Y: -1`4 t_ 1 '"l. i S •, • t Ii•i *:tit WYS, 3r ri $4r'a;,1,C&.+e- '.'F.J.5O14 sneR •i;llilssTc-r^e ^9 i,V1$7,4 , `'N.:ifc -?1. kt."st frePy f. 'k R le "f 'i i r1 t tH - .t. TM eti 4., ∎ 4.. i._;.M:^•∎ "%i ptr ..iw0':Aliel- CifAtal:t ^$14VV4— V44h`4.,v. t1,14gl wa tgt4.34:r,w ,..i4, ,.:lit,. ∎4441 a..w5,t;4..,e + µ 4200 m/ 4200 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall Steel 8.000" 6.076" 26657# — 2 40' 9.750" Wall Steel 8.000" 6.076" 26657# — Maximum Load Case Reactions ^+sad to *oohing point loads (o line loads) to carrying member, Dead Snow 1 123724 142844 2 123724 142844 Design spans 40' 9.750' Product: 24F -V4" DF/DF 6 3/4 x 46.500000 Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bradng along the bottom chord. Allowable Stress Design . Actual Allowable Capacity Location Loading Positive Moment 271982.X/ 444775.7/ 61% 20.41' Total load D+S Shear 21595.# 63769.# 33% 38.77' Total load D+S Max. Reaction 26657.# 35100.# 75% 0' Total Toad D+S LL Deflection 0.4292" 2.0406" L /999+ 20.41' Total Toad S TL Deflection 0.8010" 2.7208" L /611 20.41' Total load D+S Control: Max. Reaction DOLs: LNe =100% Snow =115% Root =125% Wind =160% This member has been designed In accordance with NDS 2005 Ali product names srs trademarks al their resp ctNe owners _ .. gm(C)1997 -2011 byxeynerk Enterprises, LLC.AU. RIGHTS RESERVED. w 10,01 el >14'� "Passing 1s cleaned as when the member. lloorlolsl, beam org4idet sham on this thawing meets applicable design anode for Loads, Lading Conditions. end Spans listed on this sheet. The design must be reviewed bye queliMd designer or deslgnplofes.loel as required to approval. lids design assumes product Instigation e000ding to the manufacturer's faolurer's specification". KeyBeam® 4.507f bnBeamE,lgize 4.509s Materials Datatase 1309 JSF #631 Tukwila - Permit Calcs 8izzi u I I rage iz or un 8-18-11 11:52am 1 of 1 Member Data Description: Standard Load: Dead Load: 15 PLF Snow Load: 30 PLF Member Type: Beam Top Lateral Bracing: Continuous Bottom Lateral Bracing: None Moisture Condition: Dry Deflection Criteria: 1J240 live, U180 total Deck Connection: Nailed Filename: #631 - RB2.K Application: Roof Slope: 0.00 / 12 Building Code: IBC / IRC Member Weight: 44.8 PLF Other Loads TYPe (Description) Replacement Uniform (PLF) Replacement Uniform (PLF) Replacement Uniform (PLF) Side Top Top Top Begin 0' 0.00" 0' 0.00" 0' 0.00" Trib. End Width 16' 0.00" 16' 0.00" 16' 0.00" Dead Start 432 50 48 Other End Start 600 0 100 End Category Snow Snow Snow __.i..s3".FF3^FL3y.nM ..i1_ ?.- ""-"Amst§.A-n5 x - [luha�ii2�!?�+�?lai4 i3 �•.: .e -.. _. �i: � • -..- :?.� tea, s'''i trittAtePIO fiNi4xLa:4cfy �s y s agia R":?rsrn3 w,rio i.04fA r.- ..Fa..,: 16 0 0 16 0 0 i Bearings and Reactions Location 1 0' 0.000" 2 14' 9.750" type Wall Wall Material Steel Steel Input Length 8.000" 8.000" Mn Required 2.834" 2.834" Gravity Reaction 9441# 9441# Gravity Uplift Maximum Load Case Reactions /Bed torapplmind point toads *line (cads) b calming me nben Dead Snow 1 4257# 5184# 2 4257# 5184# Design spans 14' 9.750" Product: 24F -V4" DF/DF 51/8 x 36 Component Member Design has Passed Design Checks'" Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Positive Moment Shear Max. Reaction LL Deflection 11 Deflection Actual 34963.W 5617.# 9441.# 0.0211" 0.0385" Allowable 236223.'# 37484.# 26650.# 0.7406" 0.9875" Capacity 14% 14% 35% U999+ L/999+ Location 7.41' 0.01' 0' 7.41' 7.41' Loading Total load D+S Total Toad D+S Total Toad D+S Total Toad S Total load D+S Control: Max. Reaction DOLs: Live =100% Snow=115% Roof =125% Wind =180% This member has been designed in accordance wfth NDS 2005 All product names an Vadrnake of their nepenthe omen c naarw,ua,u. Passing Is defined as when the member, aooridst, bean orgidet shown on this drawing meets applicable design Manna far Loads, loading Conditions. end Spans listed on UM sleet The design must be reviewed bye qualified designer or design poMsionel as ,ermined tor approve!. This design assumes product installation according to the manufacturer's specifications. gM (C)1987.2011 by Keynok Ente,p,laes, LLC.ALL RIGHTS RESERVED. collons + smith structural engineers 485 Front Steet N • Suits F -3 Issaquah, WA 98027 o: 425.369.1 101 • t 425369.1157 I � ' i w3 . JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 13 of 64 L 1 • S._ . ZSpSF ¢ D..... _._ ...I-Qa 3 .f S S So.p -p.. - - 1- -r _r. ffo i • L JSF #631 Tukwila - Permit Calcs Neyaeame4.507f ' -age 0 )mtaeam &4.50 Materials)7atabew 1309 8-18-11 11:51am 1of1 Member Data Description: Member Type: Beam Application: Roof Top Lateral Bradng: Continuous Slope: 0.00 / 12 Bottom Lateral Bracing: None Standard Load: Moisture Condition: Dry Building Code: IBC / IRC Dead Load: 15 PLF Deflection Criteria: L/240 live, U180 total Snow Load: 30 PLF Deck Connection: Nailed Member Weight: 44.8 PLF Filename: #631 - RB3.K Other Loads 'type Trib. Dead Other (Description) Side Begin End Width Start End Start End Replacement Uniform (PLF) Top 0' 0.00" 16' 0.00" 7 100 Replacement Uniform (PLF) Top 0' 0.00" 16' 0.00" 50 0 Re.lacementUniform PLF To. 0' 0.00" 16' 0.00" 48 100 Snow Snow Snow t .as .. C -.N..''n rwu r-risem : ,^ yt.:— .:.' +mu%s l:i .. r e - x - *.; m,..... ,, . rt......,1 "T. "`a 5 f?i..t. .;—... 444,1,,6)MVAP'o1 Fes, . P.. - - z 4P ::.SN,. M1°a 'ia :'ti •}.x.e(t`,.,. ":' si',r ., . w:cr: ". ;i e . „,, ..i . , „• 16 0 0 (lo ® 1600 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000” Wall Steel 8.000" 1.500" 2591# — 2 14' 9.750" Wall Steel 8.000" 1.500" 2591# -- Maximum Load Case Reactions Used torspphing point loads (ar line loads) to carrying members Dead Snow 1 1109# 1481# 2 1109# 1481# Design spans 14' 9.750" • Product: 24F -V4" DF/DF 51/8 x 36 Component Member Design has Passed Design Checks." Design assumes continuous lateral bracing along the top chord. Design assumes no lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 9594.'# 236223.'# 4% 7.41' Total load D+S Shear 1541.# 37484.# 4% 0.01' Total load D+S Max. Reaction 2591.# 26650.# 9% 14.81' Total load D+S LL Deflection 0.0060" 0.7406" L /999+ 7.41' Total load S TL Deflection 0.0106" 0.9875" L /999+ 7.41' Total load D+S Control: Max. Reaction DOLs: Live =100% Snow=115% Roof =125% Wind =160% This member has been designed in accordance with NDS 2005 All p•duet names are trademarks of their respective roman .,' °. ... phi (C)1287-2011 by Kerma& Enterprises, LLC.ALL RIGHTS RESERVED. kkorrosawkakr **Passing is defined as when the member, 5oorJoiat, beam of Orden shown on this drawing meets applicable design abide for Loads, Loadnp Conditions, and Spans listed on this sheet The des , must be reviewed • a • uallfed des • neror deal • n • • - sionel as • - rad for • . ravel. This deal. assumes • • • t Installation accer6 • to the manufacturafs s • IBOations. • collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 D:425.369.1101 • fi 425.369.1157 g- JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 15 of 64 � w Tot T`?S` _ ..__..._ D_ 2opsje f� 2'. rP�_ PiATE . f.)E WZ &Y viz i q. Ftfrr i 1 sollons + smith JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 16 of 64 structural engineers 485 From Steet N • Suite F-3 Issaquah, WA 98027 o: 425.369.1101 • f. 425.369.1157 ■ - srdP_.._S.__...h._ I .I, 140_ 1.3 YeyColumn KeyColumn 1.028 Member Data Standard Loads: Jead Load = 640 Ibs Snow Load = 800 Ibs Wind Load = 20 psf JSF « iT Tukwha - relmR C Ics 8/22/2011 Page 17 of 64 08/18/11 17:48:28 1of1 Member Type: Standard Wall Stud Spacing = 1-4-0 X- Bracing: Continuous Y Bracing: Unbraced Top support: Pinned Base support Pinned Building Code: IRC 2006 Axial Load Eccentricity (X) = 0.00 % Axial Load Eccentricity (Y) = 8.33 % Deflection Limit L/180 Moisture Condition: Dry 15-0-0 Bearings and Location 1 15-0-0 2 0-0-0 Reactions z- Reaction 0 Ibs 1,440 Ibs x- Reaction 0 Ibs 0 Ibs Maximum Load Case Reactions Location 1 (y) 15-0 -0 2 (y) 0-0-0 2 (z) 0-0-0 Dead Wind Olbs - 200Ibs Olbs - 200Ibs 6401bs Olbs Snow 0 Ibs 0 Ibs 800 Ibs y-Reaction -200 Ibs -200 Ibs Product: DFL #2 2 x 6 [1 ply] Component member design has passed design checks.** Allowable Stress Design. Actual Axial & Bending 0.81 Shear 0.13 Deflection 0.65 in Allowable 1.00 1.00 1 in Capacity 81% 13% L /279 Location 90 in O in 90 in Loading D + 0.75 W + 0.75 L + 0.75 S D +W 0.7W All product names aro Irademads of their respective ownea. Copyright (C) 1980.2008 by Keymark Enterprises, LLC. ALL RIGHTS RESERVED. "Passing Is defined as when the memberahown on thls drawing meets appllaible design criteria for Loads, Loading Conditions and Spans listed on this sheet. The design must be reviewed bya ENTERPRISES. I.LC. qualified designer or design professional for approval. This design assumes product Installation accwding to the manufacturersapedfioations collons + smith structural engineers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 p: 425369.110 I - t 425.369.1157 2x6 Exterior 15 psf wind JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 18 of 64 Single Stud Design 2009 IBC / 2005 NDS Section 3.9 Input Axial Load to Stud = Wind Load to Stud = t "b 02x3 klf (strong axis only) Stud Height - 5:0%ft Stud Thickness =,5< •I Stud Width (d) = in E = n 7flp s ksi F,= Q93 ksi Fb = c = ?fi Cd = Cr = CF (Bending) = CF (Compression) = (0.8 for sawn lumber) Output fb = le/d= E'min = Fth = Fc' _ Cp = F,' = Moment = Sx = fb = Fb. = 0.175 ksi 32.7 584,494 psi 449 psi 1,230 psi 0.332 0.408 ksi 0.563 ft-k 7.56 in° 0.893 ksi 2.424 ksi (NDS 3.7 -1) F„ = .z ;0.:625 ~? klf Term 1 = 0.18 (fb / Fb) 2 Maximum Axial Load Term 2 = 0.60 fb/ (Fe x [1 - (fb/ FbE)]) For Sill Crushing = 5.1563 k/stud Sum Terms = 0.79 (should be less than 1.00) OK 90) +2- #virellc4- 71-61F-r Halal AAA • .,, 4110:611-3,15Cht---t- 10( 21,*(0 /14\ • e-19/1971 • rESKI cki0 resS V tI < recooz i$2.1.1013 10a toNA4 4.12x.o-msolv cco ANC H211123 r ion yob,. damomeco-a, — 50 acisalya • )(on JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 20 of 64 collons + smith struatnral engineers 485 front Steet N • Suite F-3 Issaquah, WA 98027 p: 425.369.1 101 • f 425369.1157 Jacksons #631 13138 Interurban Ave South Tukwila, WA BCE# 14700 Bearing 2,000 psf Column Beam D S TL Afoot B, L Callout C 1 RB1 12,372 14,284 26,656 FC - Design 13.33 3.65 4'x4'x15° FC C 2 RB1 12,372 14,284 RB2 4,064 5,184 16,436 19,468 35,904 FD - Design 17.95 4.24 4.5'x4.5'x15" FD C 3 RB2 4,064 5,184 RB3 1,109 1,481 5,173 6,665 11,838 FB - Design 5.92 2.43 3'x3'x12" FB C 4 RB3 1,109 1,481 2,590 FA - Design 1.30 1.14 2'x2x12" FA Print Data 8118/2011 12:45 PM collons + smith aeruetu al angInsers 485 From Steet N Suite F -3 Issaquah, WA 98027 F425369.1101 • t 4'1.5.369.1157 Footing Design JFS #631 - FA (footing at C4) L 0 A D S s O L s c 0 N c R E T E D E s G N 'mss JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 21 of 64 Dead Load (DL): Live Load (LL): Snow Load (SL): 1,109 lbs. 0 lbs. 1,481 lbs. Total Load = TL = DL +LL = 1,109 lbs. or TL = DL +SL = 2,590 lbs. or TL = DL+ 0.75(LL +SL) = 2,220 lbs. Ultimate Load = U = 1.2DL + 1.6LL + 0.5SL = 2,071 lbs. or U = 1.2DL + 0.5LL + 1.6SL = 3,700 lbs. Assumed Allowable Soil Bearing Pressure, Pa = 2,000 psf Required Bearing Area = TUPa = Provide footing with side length, L1 = side length, L2 = Actual Soil Bearing, w = TU(L1•L2) = Ultimate Soil Bearing, wu = U/12,2 = 1.30 sq.ft. 2.00 feet 2.00 feet 648 psf 925 psf Long side Short side Concrete Strength, f,' = 3,000 psi Depth of Footing, h = Depth to Reinforcement, d = 12 inches 8.5 inches Base Plate Dimensions: d1 = d2 = Beam Shear, V„ = Punching Shear, Vu = Beam Shear Strength, (DV, = Punching Shear Strength, m V„ = Maximum Footing Moment, L1 span, M„ = F = LdA2/12000 = K. =MiF= p(req) = As(req) = PAc = Maximum Footing Moment, L2 span, M„ = F = Ld "2/12000 = Ku =Mu/F= P(N) = Astral) = PAc = 4 inches 4 inches 0.2 kips - demand 2.7 kips - demand Capacity Demand 16.8 kips > 0.2 kips - ok 69.8 kips > 2.7 kips - ok 0.9 kip -feet 0.1 6.4 0.00047 0.09 sq.in. 0.9 kip -feet 0.1 6.4 0.00047 0.09 sq.in. Provide: 2.0 foot by 2.0 foot by 12 inch thick footing with: Options: Long Dirctn Short Ditch Weight #4 1 1 3 lbs Use #4 bars #5 1 1 5 #6 1 1 7 #7 1 1 9 collo s + smith structural engineers 485 Front Steet N • Suite F•3 Issaquah, WA 98027 p: 425.369.11OI • E 425369.1157 Footing Design JFS #631 - FB (footing at C3) L 0 A D S S O 1 L s C 0 N C R E T E D E S 1 G N FS JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 22 of 64 Dead Load (DL): Live Load (LL): Snow Load (SL): 5,173 lbs. 0 lbs. 6,665 lbs. Total Load = TL = DL +LL = 5,173 lbs. or TL = DL +SL = 11,838 lbs. or TL = DL+ 0.75(LL +SL) = 10,172 lbs. Ultimate Load = U = 1.2DL + 1.6LL + 0.5SL = 9,540 lbs. or U = 1.2DL + 0.5LL + 1.6SL = 16,872 lbs. Assumed Allowable Soil Bearing Pressure, Pe = 2,000 psf Required Bearing Area = TL/P8 = Provide footing with side length, L1 = side length, L2 = 5.92 sq.ft. 3.00 feet 3.00 feet Actual Soil Bearing, w = TU(Lt'L2) = 1,315 psf Ultimate Soil Bearing, wu = U/LA2 = 1,875 psf Long side Short side Concrete Strength, f,' = 3,000 psi Depth of Footing, h = Depth to Reinforcement, d = 12 inches 8.5 inches Base Plate Dimensions: d1 = d2 = Beam Shear, V, Punching Shear, V, = Beam Shear Strength, 4) V„ = Punching Shear Strength, 0 V, = Maximum Footing Moment, Li span, M„ = F = Ld ^2/12000 = K„ =M„/F= P(feq) = Astreq) = PAS = Maximum Footing Moment, L2 span, M„ = F = Ld ^2/12000 = K, = Muff = P(N) = As(req) = PA. = 4 inches 4 inches 3.5 kips - demand 14.8 kips - demand Capacity Demand 25.1 kips > 3.5 kips - ok 69.8 kips > 14.8 kips - ok 6.3 kip -feet 0.2 29.2 0.00094 0.29 sq.in. 6.3 kip -feet 0.2 29.2 0.00094 0.29 sq.in. Provide: 3.0 foot by 3.0 foot by 12 inch thick footing with: Options: Long Dirctn Short Dirct n Weight 9 lbs 7 10 13 #4 2 #5 1 #6 1 #7 1 2 1 1 1 Use #4 bars collons + smith structural engineers 485 Front Stet N • Wu F -3 Issaquah, WA 98027 F 425.369.1101 t 425.369.1157 Footing Design JFS #631 - FC (footing at C1) L 0 A D S S O L 5 C 0 N C R E T E D E S G N 'IFS JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 23 of 64 Dead Load (DL): Live Load (LL): Snow Load (SL): 12,372 lbs. 0 lbs. 14,284 lbs. Total Load = TL = DL +LL = 12,372 lbs. or TL = DL +SL = 26,656 lbs. or TL = DL+ 0.75(LL +SL) = 23,085 lbs. Ultimate Load = U = 1.2DL + 1.6LL + 0.5SL = 21,988 lbs. or U = 1.2DL + 0.5LL + 1.6SL = 37,701 lbs. Assumed Allowable Soil Bearing Pressure, Pe = 2,000 psf Required Bearing Area = TUPa = Provide footing with side length, L1 = side length, L2 = 13.33 sq.ft. 4.00 feet 4.00 feet Actual Soil Bearing, w = TU(L1 "L2) = 1,666 psf Ultimate Soil Bearing, wu = U/LA2 = 2,356 psf Long side Short side Concrete Strength, fc = 3,000 psi Depth of Footing, h = Depth to Reinforcement, d = 15 inches 11.5 inches Base Plate Dimensions: d1 = d2 = Beam Shear, V„ = Punching Shear, V„ = Beam Shear Strength, 0 V„ = Punching Shear Strength, 0 V„ = Maximum Footing Moment, L1 span, M„ = F = Ld ^2/12000 = K„ = M,/F = p(req) = As(reqJ = PAc = Maximum Footing Moment, L2 span, M„ = F = Ld"2/12000 = K, =M„IF= p(req) = As(feq) = PA. = 3 inches 3 inches 8.6 kips - demand 34.3 kips - demand Capacity Demand 45.4 kips > 8.6 kips - ok 109.6 kips > 34.3 kips - ok 18.9 kip feet 0.5 35.6 0.00094 0.52 sq.in. 18.9 kip -feet 0.5 35.6 0.00094 0.52 sq.in. Provide: 4.0 foot by 4.0 foot by 15 inch thick footing with: Options: Long Dirctn Short Dircfn Weight #4 3 3 17 lbs Use #4 bars #5 2 2 17 #6 2 2 25 #7 1 1 17 1 - rooi rA, r11.108xW1 W1u11147115 • cellens + smith structural arisatsers 485 Front Steet N • Suite F3 Issagmh, WA 98017 F425369.1101 t 425.369.1157 Footing Design JFS #631 - FD (footing at C3) L 0 A D s s O L S c 0 N c R E T E D E S G N `7FS JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 24 of 64 Dead Load (DL): Live Load (LL): Snow Load (SL): 16,436 lbs. 0 lbs. 19,468 lbs. Total Load = TL = DL +LL = 16,436 lbs. or TL = DL +SL = 35,904 lbs. or TL = DL+ 0.75(LL +SL) = 31,037 lbs. Ultimate Load = U = 1.2DL + 1.6LL + 0.5SL = 29,457 lbs. or U = 1.2DL + 0.5LL + 1.6SL = 50,872 lbs. Assumed Allowable Soil Bearing Pressure, Pe = 2,000 psf Required Bearing Area = TUP8 = Provide footing with side length, L1 = side length, L2 = Actual Soil Bearing, w = TU(L1 L2) = 17.95 sq.ft. 4.50 feet 4.50 feet 1,773 psf Ultimate Soil Bearing, wu = U/L ^2 = 2,512 psf Long side Short side Concrete Strength, fc' = 3,000 psi Depth of Footing, h = Depth to Reinforcement, d = 15 inches 11.5 inches Base Plate Dimensions: d1 = d2 = Beam Shear, V„ = Punching Shear, V„ = Beam Shear Strength, m V„ = Punching Shear Strength, m V„ = Maximum Footing Moment, L1 span, M„ = F = Ld ^2/12000 = Ku =MjF= p(req) = As(req) = PA/ = 4 inches 4 inches 12.7 kips - demand 46.7 kips - demand Capacity Demand 51.0 kips > 12.7 kips - ok 117.2 kips> 46.7 kips -ok 28.6 kip -feet 0.6 48.1 0.00141 0.88 sq.in. Maximum Footing Moment, L2 span, M„ = 28.6 kip -feet F = Ld ^2/12000 = 0.6 K„ =M,JF= 48.1 p(req) = 0.00141 0.88 sq.in. Aecreq) = PAc = Provide: 4.5 root by 4.5 foot by 15 inch thick footing witk: -W Options: Long Dirct'n Short Dirct'n Weight #4 5 5 31 lbs Use #4 bars #5 3 3 29 #6 2 2 28 #7 2 2 37 46.51 root f•H rb xlsxtuim4u11 cLo rm JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 25 of 64 Description : JSF 9631- Column C2 (A/4) ,General tnigmtationaa Steel Section Name : Analysis Method : Steel Stress Grade Fy : Steel Yield E : Elastic Bending Modulus Load Combination : Calculations per AISC 360 -05, IBC 2009, CBC 2010, ASCE 7-05 HSS5X5X3H6 2006 IBC & ASCE 7 -05 46.0 ksi 19,000.0 ksi Allowable Stress ,TArt, Column self weight included :179.33 Ibs * Dead Load Factor AXIAL LOADS ... Column C2: Axial Load at 15.0 ft, D = 16.50, S = 19.50 k Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Location of max.above base At maximum location values are ... Pu : Axial Pn / Omega : Allowable Mu-x : Applied Mn-x / Omega : Allowable Mu-y : Applied Mn-y / Omega : Allowable Overall Column Height 15.0 ft Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (budding) along columns : X -X (width) axis :Unbraced Length for X -X Axis budding =15 ft, K = 1.0 Y -Y (depth) axis :Unbraced Length for Y -Y Axis buckling =15 ft, K = 1.0 Service Toads entered. Load Factors will be applied for calculations. PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base At maximum location values are .. Vu : Applied Vn / Omega : Allowable Load Combination +D +0+S +0+0.750L+0.750S +0+0.750L+0.750S+0.750 W +0+0.750L+0.750S+0.5250E • 0.9520 :1 +D +S 0.0 ft 36.179 k 38.004 k 0.0 k-ft 12.492 k -ft 0.0 k -ft 12.492 k-ft 0.0 :1 0.0 ft 0.0 k 0.0 k Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum SERVICE Load Reactions .. Top along X -X 0.0 k Bottom along X -X Top along Y -Y Bottom along Y -Y 0.0 k 0.0 k 0.0 k Maximum SERVICE Load Deflections ... Along Y -Y 0.0 in at for load combination : Along X -X 0.0 in for load combination : 0.439 PASS 0.00 ft 0.952 PASS 0.00 ft 0.824 PASS 0.00 ft 0.824 PASS 0.00 ft 0.824 PASS 0.00 ft �`^.- 07 '- -"'i':2U:C- ^i:^.P' 'Y 3c�"�5+'d: iT'1 'i. ,f� f+4 ', . Illaxtmumltig.4ns ,:_n atfore "' �; X -X Axis Reaction Load Combination (d Base @ Top 0.0ft above base at 0.0ft above base Maximum Shear Ratios Stress Ratio Status Location 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft Note: Only non -zero reactions are listed. Axial Reaction @Base Y -Y Axis Reaction Base @ Top D Only S Only D+S k k k � xf tsar �� ^� -,w. a r�.r, Ana will mlbeilet o► for I?!.Il mb1Qa 1 :,474 ed�LOa„ :. L. k k k 16.679 k 19.500 k 36.179 k Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance D Only S Only D+S ,.,Meet s$eCtiOn+i�IDpeMiPS�55(3 0.0000 In 0.0000 In 0.0000 In 0.000 It 0.000 ft 0.000 ft 0.000 In 0.000 in 0.000 in 0.000 ft 0.000 ft 0.000 ft JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 26 of 64 VV-44,041, MkeeliPoiU Vat tftwegr.t.sti 441, OgitiatiONOMILFkat490,i#9,14000,: 4'4 v4tivarlAillintigiENERMANOIMP,tietllAtsli Description: JSF #631 - Column C2 (A/4) Depth = 5.000 in I rx = 12.60 104 Web Thick = 0.000 in S xx = 5.03 inA3 Flange Width 7. 5.000 in R xx = 1.960 in Flange Thick = 0.187 in Area = 3.280 WI I yy = 12.600 104 Weight 11.955 plf S yy 5.030 inA3 R yy :-. 1.960 in Ycg 0.000 In J 19.900 inkl Laecb bad entered value. Arrows do nal bled absolute direction. millions + smith structural engineers 485 Front Steet N • Suite F•3 Issaquah, WA 98027 p: 425369.1101 • f 425369.1 157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 27 of 64 Lateral Design JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 28 of 64 its g(3) W■ Ccorkx.c 9 ,,vs 2 P"F JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 29 of 64 , 304 ( r.73 11.0A • C0�01 .14.4. 44. ,1 q. COi ., t - -- 1. --- ---tr --�:.1r .. tZ bbl y n. ••::: it coma 0 L Lit _J 1 L, '1 II °� . ,eorrwmlp .110I44 OYN MY/0110M y.. •' fl4.': .--:-4.4, .--:-4.4, . . __I ' 661 F... is C;;;;3 J4/ 1 A �— J „''/ % ■ MT WIIW / 1.1. - -I 1..� ?.kta ' r !L MY 114,711:44 ( ® WL4 N6MC/01 -ill WW1 on MDT I I 4411. � I I �l 044. kW WM* � NY i a1 1040 g V. 0 ® JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 30 of 64 minims + smith structural sage 485 Front Steet N - Suite F-3 Issaquah, WA 98027 p: 425.369.1101 • f 425.369.1157 Effective Seismic Mass LAT 2 Dimensions Length = 80.00 ft Width = 48.00 ft Nog = 15.00 ft Hpa,pet = 20.00 It Roof WROOf = Roof DL = Walls Wshoroniali _ WLongwa1I _ Short (W) Wall Wt = Long (L) Wall Wt = Seismic Base Shear V = 0.7 *Cs *EW CST CSL 20.00 psf 76.80 kips = WL*wRoof 10.00 psf (avg.) - war,,,, 10.00 psf (avg.) - wr,,,g 6.00 kips = W(Hp- Hr /2) *ws,ort 10.00 kips = L *(Hp- Hr2)•wiong = 0.1355 (From Page 1) = 0.1355 (From Page 1) Transverse Loading - Seismic WgtT = 96.80 kips - Roof DL + 2*(Long (L) Wall Wt) VET = 9.18 kips -ASD wET = 0.115 klf - ASD Longitudinal Loading - Seismic Wgt� = 88.80 kips - Roof DL + 2*(Short (W) Wall Wt) VET = 8.42 kips - ASD WEL = 0.175 klf - ASD CSSE - Jackson #831 Lateral (11- )cxxx).xlsx Print Date: 8/18/2011 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 31 of 64 millions + smith structural engineers 485 Front Steet N Suite F.3 Issaquah, WA 98027 p:473369.1101 • f:425.369.1 157 Wind Velocity Pressure (I0 Mean Roof Hight (Low Rise Building. Section 6.5.12.2.2) Exposure C Section 6.5.6.3 Ka = 0.85 Section 6.5.4.4, Table 6-4 K=, = 1.00 Section 6.5.7.2, Fig 6-4 KZ = 0.90 Section 6.5.6.6, Table 6-3 V = 85 mph I = 1.00 q= = 14.1 psf Section 6.5.10, Eqn 6-15 q: =qn =q, Building Dimensions Length = 80.00 ft Width = 48.00 ft HROOf = 15.00 ft Hp,r,o,t = 20.00 ft Design Wind Pressures p«ai = qh IGCP - GCq] GCp = t 0.18 Fig 6-5, Enclosed Bldg Pper = go•GCho Wall Wind Lee Wtndcrr„r Leek,,,, GCo, = Exterior P Zone 0.40 5.66 Zme4 -0.29 -4.10 Zane 1E 0.61 8.63 Zone 4E -0.43 -6.08 Parapet _ ( Wind I Lee GCpn 1.5 -1.0 Fig 6-10, Method 2 Section 6.5.12.2.4 2a = 9.6 ft a = min of 0.4h, 0.1W, 0.1L,or 3ft (Fig 6-11A) Main Wind Force Resisting System 21.22 zone 1 5.66 p Zone 1E 8.63 p f ►i 5ft -p - ► Roof Diaphragm __♦ sf 15 ft Internal Pressure -♦ sf t 2.55 psf -♦ -► ► -► ► Use 10.8 psf below parapet total Distributed Wind Load i8 Roof ww = Fp i h /2 + ENar lhon -h„a) w„ = 0.258 kif LAT 3 14.15 psf Mid 4.10 psf - Zone 4 Comer 6.08 psf - Zone 4E CSSE - Jacksons #631 Lateral (11- xxxx).xlSX Print Date: 8/18/2011 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 32 of 64 collons + smith structured engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p: 425.369.1101 • t425.369.1157 Seismic Load to Roof LAT 4A WErrans = WELong = 0.115 kif 0.175 klf Wind Load to Roof Wwind = FPwm1 hwai + LPoar *(hpar-hwal) wwi„d = 0.258 kif Governing Lateral Loads Wind govems both directions WTrans = WL ng 48 ft 0.258 kif - ASD 0.258 klf - ASD 1 8 80 ft ▪ F Rx Roof Diaphragm F4.,../— F 'M'+ fl 4 f 4 }`rte` t Ry 0.258 kif - wind Transverse Loading (WO PLAN R = w*LLoaded/2 = Load @ Top of Shear Wall Rx = 6.18 k - ASD Ry = 10.30 k - ASD 4 Y Ry `—x Longitudinal Loading (WL) 0.258 kif - wind F Rx CSSE - Jacksons #631 Lateral (11- xxxx).xlsx Print Date: 8/18/2011 r tenons + smith structural engineers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 u: 425.369.1101 • F. 425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 33 of 64 • i I , ■ 1 ; 1- • . 1 , 1 1 1 LAT-e2,4-L.. - 1 •1 1 1 1 1 1 1 1 11 -11 , 1 1 Foa-e-e To c1/1-7 p 1 1 . 1 , i : . 1 ri... 7, p A /z- zr 1109 11 , , , --1 1 1 . . , ' I ri-e1-0 &II n ti 1 i I ' I - .1- 1 Fe 7 2 C9 .1%- Je Oa/ 7— % I 013 7-01 I iv i .....,. ..t. f---1 I - - , 1 I 1 1 1 • 1.- 1----- -- — - - 1.- - 1 - • - • • 1 O. 1 '7 -n,!( 1 i 1 I ; , 1 ..i . i ; ---1 1 1 1 1 • 1 " • , t 1 bl/rPthiAL4N1 Strkiro.4._ ............ a '1 • • 1 1 I : • 1 1 1 I 1 1 . . 1 1 I 1 1 : • 1 1 1 1 I 1 . 1 i I 4 _ I I 1 I .1 81L.p Joie! 41 1 1st 1 1 Scottf, 1 4 .. il 1 -1. - i • 1 1 1 1 1 1 113-- 21 S-S- pur 11‹.. 1 ! 1 1 1 1 1 I i ... ...I collons + smith structural engineers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 0:425369.1101 • h 425369.1157 Ltfeliktr JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 34 of 64 1 i I 1 1,1 3 1 - 1 1 r! ! 1 . aril 1 4. arm 2-1 0 I b eto pter. = 10 $ 1 A c 1 = 1st* 11•1 L, i ..i PtSt ! = ekts.0 io 1 1 i .. 1..i.,61" . .__1."... 4501 1 • i• • . • a32-0 s -zsg orm 2-S-SivJr z lip I /op Iskx x (:).(p,x 11. I am) 1). J-ibV2 er 2.010 (10 1 ! ---1. 1 1 1 I 1 4 •4! . • • E gallons + smith structural englneen 485 Front Steet N • Suite F•3 Issaquah, WA 98027 D: 425.369.1101 • f: 425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 35 of 64 i • otm ) 1 ' jo ptP irse, 1 I As0- 3cici io ) • • 1 121) 1)1 i .'1 tile 4 I .. I AA5r-41.41 I NJ:mese:5,71A-* C I Pe'S/54.1 j COO I b c‘A.- - re, - - ri,, 1 I • i 1... .. 1 ,... .1 I 1 , 121.-1- pi i , , i t-e-ir... erSoe_ i 5-8 .- 2 2 obi. -kh I L 4,( - I Fr 0,1. i 1 1 1 I I 1 N.4 2..i.,_42A• Ir., 2A3 1 ) -2.0 1 145 pf-r , ...,-1.. 1... _ . , -.1. I . .. ........ ...[ . . . 2i.iV,(id +oft i I ! I 1 L .._ . i . . L. . 1. I' .1 , I • .collons + smith structural engineers 485 Front Steet N Suite F-3 Issaquah, WA 98027 o: 425.369.1101 f. 425.369,1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 36 of 64 _ 67(4-10 A .z.5f C Fc3oPt - 1 '2-‘v 4414 It (el - 4.124 kes. I i , - I war,- j ,3c.c.,_- 1 c7.5 4- al 1419 i 42 tr, 649 2.41- -C14 P-W. 1. ?-V I rwl7 )0r 4038 b 43 . CY S/41 g. 300'3 11%. 141)04, I - - .- 1 1 1 I ' 1o3 r 1 1 4 7 \ 6r ‘411' at pit, 1 I i , i 1 i I — - 1-• • - 1 1 I i 1 J i I j I 1 1 1 i 1 1 1 I E 1 1 ! 1 I IV 7 SIX e -701014.7),-.. rfi,f. r 1 prc., 179.. 221x- St ed ii-p 1 , , . .... .., 1 7 Op I / 1 ki•-■ \ ( S)-14 k q gor.: .... / 1 So (0111-7.. - •f • -- v-1 -1 1 1PL'f "Pli-io 1 I 1 1 , I i 1 1 i 1 --1--- - 1 .— • • 1. • ••• l• - I . I i . i 1 1 I I -- 1 .1 -1. 1 • 1 1 1 . . 1 E E 1 I 1 1 1 1 E 1 1 1 1 1 1 1 I , • I 1 1 1 .-I 1 • 1 1 1.. i 1 1 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 37 of 64 e S 1 )t - &A-lb S_ upLtr -r . 4Sob* 2,4G DE = ) k 4o Bar 8E04,1 j s = 410 p1 1-6 1405 IN 2r4 DF LCD 24 OM NV (2)ROWS T5146O5 @ 12 ". STAGGER 6" 100 f a 2, I D rS c.i1,tuJ Sc-041.0C a l/'' E. 4 za pt.r H55 COLUMN 2x6 NV (2)ROWS T814605 ®b ". STAGGER 3" r PLAN VIEW SHEARNA LL SHEATHING 2x Trimmer Connection to HSS 3 collons + smith structural engineers 485 Front Steet N • Suite F-3 Issaquah, WA 98027 Is: 425369.1101 • f: 425369.1157 - 1 Lii-fers-A-i_. • ••• f-"-"-^-w• JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 38 of 64 I 1 , Rss cif ftbEADD4.....,/ F.. C.L S 1 uPf-fi Pr gl 4- S 6 * i #6, 3 i t.p14-T. r-1 2,0 3ft t 1 - -1.----- [ .i. 1 1 i 1 1 ■ 1 pr. 349.0-51 1_ I 6 0.1.F..7 , 1 11 k# \I a ( ;gal) ; 1 L.. A-pc.,14a-44E le -1":: 506 lib • _ . ..._.H.uo..._SpAgip04.. 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I cIvoj, I fit-D Sis 1 1 k1 "8(7. ; 7c�P 12j= 544- 11. +� = 2Z3 Jb I1g I D._.._ SL.S zry,'Ix¢°'10716, 1 b (Ce-ya -z) - Z2.3(?l-st. z.(41 761_ _.,..k.Z_-z_S__� �s _is.,1?14 3 f S� 3 1 311110 . I�oc Oa SL A_ t- rt. . 11°zS- iS-- 1_23(: it :i -)14. • R H .._ A$ 611 b • - 4.._ (74!) 1 . d__:.._.._ collons + smith • structural engineers 485 Front Steet N • Suite F -3 Issaquah WA 98027 y: 425.369.1101 • f:425.369.1157 1 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 42 of 64 cArit,Hool • i . I + l o4-°.X...5 5 __. r collons + smith structural engineers 485 Front Steet N Suite F•3 Issaquah, WA 98027 P:425.369.1101 • f:425.369.1157 1 i i JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 43 of 64 4 01-2L4-1 P 'f - CT6$ S L loop r 1 • .J._ I( PosT/co11.t ;a Top c, PC0i-r- 1444 4* J 54:7 zap_. • f S - $ca a (3)21, bF *Z D -tS._ .. t. L eey,Column eyColumn 1.028 08/19/• JSF #631 Tukwila - Permit Calcs 15:23:• 8/22/2011 Page 44 of 64 1 of 'ember Data tandard Loads: r a Load =1,680 Ibs (Load = 2,600 Ibs And Load = 20 psf Member Type: Custom Wall Stud Spacing = 1 -0-0 X- Bracing: Continuous Y Bracing: Unbraced Top support: Pinned Base support: Pinned Building Code: IBC 2006 Axial Load Eccentricity (X) = 0.00 % Axial Load Eccentricity (Y) = 8.33 % Deflection Limit: L/180 Moisture Condition: Dry 2 1500 Bearings and Reactions Location z- Reaction 1 15-0 -0 Olbs 2 0-0-0 4,280 Ibs Maximum Load Case Reactions 1 (y) 2 (y) 2 (z) Location 15-0 -0 0-0-0 0-0-0 x- Reaction 0 Ibs 0 Ibs Dead Wind 0 lbs -150 Ibs 0 lbs -150 Ibs 1,6801bs Olbs Snow 0 Ibs 0 Ibs 2,600 Ibs y- Reaction -150 Ibs -150 Ibs Product DFL #2 2 x 6 [3.plies] Component member design has passed design checks.** Nable Stress Design Actual 0.41 0.03 0.16 in xial & Bending hear efledion TJ1Tf.4PYtU'C 1.11' Allowable 1.00 1.00 1 in Capacity 41% 3% L / 999 Location 0 in 0 in 90 in Loading D +S D +W 0.7W All product names are badenmdcs of their respective owned. Copulate (C) 1089,2008 by Key nark Enterprises, LLC. ALLRIGHTS RESERVED. "Passing is defined as wtmn the member sham an this diming meets applicable design adteda for Loads. Loading Conditions end Spans listed on this sheet. The design must be reviewed by a Qualified dealamr or design proteaala al for approval. This design assumes product installation according to the manufacturer, specifications. collons + smith stsuctural engineers 485 Front Steet N • Su he F-3 Issaquah, WA 98027 o: 425.369.1101 • f425369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 45 of 64 • t 1 . .... psF -Pb so )e o P5L.1. ZS t , 12:e_ ik (7-410 t 4,4) L.1:4-o porP- itl_ 1 WI ---f c 3' Is" LA-1. -444.• 4 C- -V-4-A-1.-ol •i•------ — -I- I : .......,-.-_ 13)2 .1)C__i ..---- . 2)g 724110 CI 1 Sio 1 ] I co t6a DIsr , 517.—=. Z V I -4-- • 1 1 r) z /t),,,,,-- _i 131— oi .1 I [ •1 1 collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 : 425.369.1101 • f: 425 369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 46 of 64 7 win! _ 7 L-ET..K,T±r ) �__..(it) Su PP S __.._ _)0_.p5F_ Show ZS PSF (2)1.6x315x%" x 1' -I" (N5, F5) vi/ (3)l5°) A301 BOLTS INTO DOUG -FIR MATERIAL 4 (4)164) A325 THROUGH LEG TRU56 MAMIFAGT1h2ER, AND INTO PLATE ON AT ENTRY AWNING: EXTERIOR FAGS DE9I6N TOP 4 BOTT CONNECTOR PLATE BD% 2x10 WEB AND 2x6 TOP CHORD FOR 1,200 Ib HORIZONTAL OUTWARD FORCE AND 800 Ib VERTICAL FORCE el 24. -0' TRUSS PER 20/562 ADDED TRU55 PER W/ 2x10 WEB UPRIGHT 15 PART OF TRU55 10/56.5 15xe15x9', 612 36 W/ (4)%') A501 BOLTS 1f154, 4R 36 N5*F5 (2)Lbx315x%' SECTION -B AT TRUSSES THAT BRACKET ADDED TR1155, FASTEN UPRIGHT TO 11455 WEB WITH (10) SIM50N 3 "x14" 505 SCREWS IN LIB! OF I6d NAILS. SEE PLAN No. 2 CLEVIS EACH END ') A% ROD. FASTEN TO PAD -EYE WITH 44'4) A325 BOLT el II5 QIS' CEILING, PER ARCH 01 I: f xl0xI -0 W/ (4) ') BOLTS Eyebrow Awning Connection it BEAM -- \ 10/565 It IixE x4 ", GR 36 W/ (4) %". A501 BOLTS In ", R 36 <NS FS AT TRUSSES THAT BR) ADDED TRUSS, FASTEt UPRIGHT TO TRUSS WEI (10) SIMSON 3 ")<JV 5DE IN LIEU OF I6d NAILS. SEE PLAN No. 2 GLEVIS EACH Efs %" 4) A36 ROD. FASTEI PAD -EYE WITH WO Ac collons + smith structural engineers 485 Front Steet N Suite F -3 , Issaquah, WA 98027 p: 425369.1 101 • f. 425.369.1157 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 49 of 64 Geotechnical Report GEOTECH CONSULTANTS, INC. Jacksons aka PacWest Energy, LLC 3450 East Commercial Court Meridian, Idaho 83642 Attention: Jack Davis JSF #631 Tukwila - Permit Cafes 8/22/2011 Page 50 of 64 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747 -5618 FAX (425) 747 -8561 November 22, 2010 JN 10291 via email: jack. davisgacksons- foodstores. com Subject: Transmittal Letter — Geotechnical Engineering Study Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila Store #631 Tukwila, Washington Dear Ms. Mattson: We are pleased to present this geotechnical engineering report for the proposed reconstruction of the existing convenience store in Tukwila. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design considerations for foundations and seismic criteria. This work was authorized by your acceptance of our proposal, P -8051, dated November 4, 2010. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. cc: Barghausen Consulting — Caryl Mattson via email Collons + Smith — Bryan Collons via email MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. 774n77 LL- Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 51 of 64 GEOTECHNICAL ENGINEERING STUDY Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila, Washington This report presents the findings and recommendations of our geotechnical engineering study for the proposed reconstruction of the existing convenience store in Tukwila. We were provided with a Preliminary Site Plan developed by Barghausen Consulting Engineers, Inc., dated October 29, 2010. We have also reviewed a Land Title Survey created by Terramark and dated February 11, 2009. Based on these plans and conversations with the design team, we understand that the project will consist of removal of the existing convenience store and car wash structure, and construction of a new, slightly larger convenience store with an attached employee training center. The existing gasoline fueling system and canopy would remain undisturbed. The new building is to be constructed near the elevation of the current building. Therefore, no significant cuts or fills are expected, other than the excavations for the new foundation system. The proposed building will be slightly larger than the existing structure, extending further toward the north than the current structure does. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site. The property is situated on the northeast corner of Interurban Avenue South and 48th Avenue South. Interstate 5 crosses over Interurban Avenue South approximately one block to the south of the site. Development in the general area consists of primarily of retail and commercial businesses. The current structure is located on the eastern side of the property, and consists of a one -story building containing a convenience store and an unused car wash. This building has a slab -on- grade floor and appears to be generally of steel frame construction. The area around the existing structure is mostly asphalt pavement. Pavement, and the existing canopy and fueling pumps are located to the west of the current structure. The ground surface over the site is generally level, with minor sloping of the parking lots. There are no steep slopes on, or near, the subject property. SUBSURFACE The subsurface conditions were explored by drilling one test boring at the approximate location shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The boring was drilled on November 10, 2010 using a truck - mounted, hollow -stem auger drill. Samples were taken at 5 -foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2 -inch outside diameter, is driven into the soil with a 140 -pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 52JI pf 6429 Page 2 engineer from our staff observed the drilling process, logged the test boring, and obtained representative samples of the soil encountered. The Test Boring Log is attached as Plate 3. As a part of our work, we also reviewed borings conducted previously by Converse Consultants NW near the site in 1992 for a municipal project completed on Interurban Avenue South. Soil Conditions The site lies in a low valley that the Duwamish River has flowed through since the glaciers last receded from the Puget Sound. The native soils revealed in our exploration consisted of loose, unconsolidated silts over loose to medium dense sands. These soils are likely alluvium deposited by water that has flowed through the valley. The upper layer of soil was silt containing small organics and thin lenses of organics. Below a depth of 12 feet, the boring revealed loose to medium -dense sand and gravel extending to the bottom of the 39- foot exploration. These conditions were similar to those encountered during the previous investigation we reviewed, as well as explorations conducted by our firm elsewhere in this river valley. A boring drilled in 1992 just to the west of the southwestern corner of the site found bedrock below the alluvium at a depth of approximately 25 feet. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Groundwater Conditions Groundwater was observed in the boring below a depth of about 5 feet. This seepage likely represents the approximate level of the local water table. The test boring was left open for only a short time period and was conducted in fall, before the onset of frequent heavy rains. Therefore, the seepage level encountered in the boring represents the location of transient water seepage and may not exactly match the static groundwater level. Groundwater levels encountered during drilling can be deceptive, because seepage into the boring can also be blocked or slowed by the auger itself. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We expect that the water table may rise closer to the ground surface during the winter and spring wit ongoing precipitation. The stratification lines on the log represent the approximate boundaries between soil types at the exploration location. The actual transition between soil types may be gradual, and subsurface conditions can vary away from the exploration location. The log provides specific subsurface information only at the location tested. The relative densities and moisture descriptions indicated on the test boring log are interpretive descriptions based on the conditions observed during drilling. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 CONCLUSIONS AND RECOMMENDATIONS JSF #631 Tukwila - Permit Calcs 8/22/2011 Page f'291 Page 3 GENERAL THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test boring conducted for this study encountered loose alluvial silts and sands, and this is consistent with the conditions found previously in nearby explorations. The upper silt is moderately compressible, and the loose sand below the water table may undergo at least localized liquefaction (loss of bearing strength) during an earthquake. Even in these conditions, construction of a lightly- loaded retail building should be possible using shallow foundations. We recommend that the structure be carried on heavily- reinforced continuous footings that would be designed and constructed to reduce differential settlement under both static and seismic loading. The foundation system should also be underlain by a mat of compacted rock fill covering the entire building footprint. All of the following elements should be incorporated into design and construction of the foundation system: • Support the structure on a gridwork of heavily- reinforced continuous footings spaced no further apart than 15 feet in each direction. • Design the continuous foundations similar to grade beams, being theoretically able to span a minimum distance of 10 feet without soil support. This can be accomplished using a conventional footing and stem wall system with three pieces of rebar in the footing, and both vertical and horizontal rebar in the stem wall. • Bear the perimeter foundations at least 18 inches below the existing grade. • Excavate the entire building footprint to at least 3.5 feet below the existing grade and place no less than 2 feet of compacted rock fill (quarry spalls or railroad ballast rock) beneath all footings. Settlement - tolerant building construction, such as wood and metal framing and siding should be used. Masonry, stucco, tile and other settlement- sensitive materials should be avoided wherever possible. A reinforced slab -on -grade floor can be used inside the structure. Rebar should be used to reinforce the slab, in order to reduce the potential for large cracks and downsets if differential settlement occurs. If possible, the finish elevations inside and around the building should be close to the existing grade. Placing additional fill above the current ground elevations could cause additional post - construction consolidation of the underlying soils. If the slab must be above the existing grade, then lightweight fill such as geofoam should be used for structural fill above the bottom of the new footings. Also, utilities entering and exiting the building foundation should be designed using flexible connections and be backfilled with an open - graded rock, such as pea gravel, to allow for some differential settlement. The on -site soils are highly sensitive to moisture. The excavated soils will not be suitable for reuse as structural fill under the building or pavement areas. All structural fill will have to be imported. This will likely include backfill for new utility trenches, as attempting to recompact the wet, silty soils in utility trenches typically results in excessive post- construction ground settlement. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 5Q,Qf 291 J Page 4 The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. The existing pavement should be maintained wherever possible to provide cover for the underlying soil. Upon completion of demolition of the existing building and foundations it may be necessary to cover exposed soil with gravel, plastic, or mulch until the new foundation excavation is undertaken. Trucks should be kept on the existing pavement to reduce the risk of tracking soil and mud off the site. Any soil spilled on the paved areas should be immediately cleaned up. It may be necessary to install premanufactured silt socks in existing storm catch basins. At least the first layer of rock fill should be placed on the exposed soli as soon as the recommended overexcavation is completed. This reduces the potential for generating silty water in the excavation. If silty water accumulates, it cannot be discharged to the storm sewer system, and may have to be temporarily stored in a holding tank until it can be properly disposed of. As with any site, additional erosion control measures may be necessary, depending on the site and weather conditions encountered during the actual grading and construction. The drainage and /or waterproofing recommendations presented in this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. As with any project that involves demolition of existing site buildings and /or excavation, there is a potential risk of movement on surrounding properties. This can potentially translate into noticeable damage of surrounding on -grade elements, such as foundations and slabs. However, the site work could just translate into perceived damage on adjacent properties. Unfortunately, it is becoming more and more common for adjacent property owners to make unsubstantiated damage claims on new projects that occur close to their developed Tots. Therefore, we recommend making an extensive photographic and visual survey of the project vicinity, prior to demolition activities and /or commencing with the excavation. This documents the condition of buildings, pavements, and utilities in the immediate vicinity of the site in order to avoid, and protect the owner from, unsubstantiated damage claims by surrounding property owners. Additionally, any adjacent structures or settlement- sensitive utilities should be monitored during construction to detect soil movements. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERAT IONS In accordance with Table 1613.5.2 of the 2006 International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by Site Class Type E (Soft Site Class). As noted in the USGS website, the mapped spectral acceleration value for a 0.2 second (Ss) and 1.0 second period (Si) equals 1.47g and 0.51g, respectively. GEOTECH CONSULTANTS, INC. • JSF #631 Tukwila - Permit Calcs Jacksons 8/22/2011 Page 55 IN 291 November 22, 2010 Page 5 The loose soils that underlie the water table are potentially susceptible to seismic liquefaction in a large earthquake. The foundation recommendations presented In this report are intended to prevent catastrophic foundation failure in the event of the IBC - design earthquake, protecting the safety of occupants. Even so, significant settlement and structural damage should be expected in a large earthquake. CONVENTIONAL FOUNDATIONS The General section presents detailed recommendations for design of the foundation system. We recommend that all footings be continuous and have a minimum width of 16 inches. Exterior footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. An allowable bearing pressure of 2,000 pounds per square foot (psf) is appropriate for footings constructed as recommended in this report. A one -third increase in this design bearing pressure may be used when considering short -term wind or seismic loads. We estimate that the total post - construction of the foundations will be on the order of 2 inches, with differential settlements of less than one inch in 50 feet along a continuous footing. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: PARAMETER Coefficient of Friction Passive Earth Pressure ULTIMATE VALUE 0.40 300 pcf Where: (1) pcf is pounds per cubic foot, and (ii) passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining. a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 PERMANENT FOUNDATION AND RETAINING WALLS JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 56.of 291 Iv Page 6 Substantial retaining walls are not expected for this project. However, walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: YARAM E l ER Active Earth Pressure * VALUE 45 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.40 Soil Unit Weight 130 pcf Where: (I) pcf is pounds per cubic foot, and (11) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design only permanent foundation and retaining walls that are to be backfilled, such as conventional walls constructed of reinforced concrete or masonry. It is not appropriate to use the above earth pressures and soil unit weight to back - calculate soil strength parameters for design of other types of retaining walls, such as soldier pile, reinforced earth, modular or soil nail walls. We can assist with design of these types of walls, if desired. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from comers or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic Toads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. Wall Pressures Due to Seismic Forces The surcharge wall loads that could be imposed by the design earthquake can be modeled by adding a uniform lateral pressure to the above - recommended active pressure. The recommended surcharge pressure is 8H pounds per square foot (psf), where H is the GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 57.pf 291 Page 7 design retention height of the wall. Using this increased pressure, the safety factor against sliding and overturning can be reduced to 1.2 for the seismic analysis. Retaining Wall Backfill and Waterproofing The native soils are not suitable to be used as backfill. Backfill placed behind retaining or foundation walls should be coarse, free - draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build -up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. It is critical that the wall backfill be placed in lifts and be properly compacted, in order for the above - recommended design earth pressures to be appropriate. The wall design criteria assume that the backfill will be well- compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand - operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. The section entitled General Earthwork and Structural Fill contains additional recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop Teaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact a specialty consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. SLAB FLOORS Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the new constructed space above it. This can affect moisture - sensitive flooring, cause GEOTECH CONSULTANTS, INC. • Jackson November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 5911%291 Page 8 imperfections or damage to the slab, or simply allow excessive water vapor into the space above the slab. All interior slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of gravel or crushed rock that has a fines content (percent passing the No. 200 sieve) of Tess than 3 percent and a sand content (percent passing the No. 4 sieve) of no more than 10 percent. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture - sensitive equipment or products. ACI also notes that vapor retarders, such as 6 -mil plastic sheeting, have been used in the past, but are now recommending a minimum 10 -mil thickness. A vapor retarder is defined as a material with a permeance of less than 0.3 perms, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where vapor retarders are used under slabs, their edges should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.01 perms when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. DRAINAGE CONSIDERATIONS Foundation drains should be used where (1) crawl spaces or basements will be below a structure, (2) a slab is below the outside grade, or (3) the outside grade does not slope downward from a building. Drains should also be placed at the base of all earth- retaining walls. These drains should be surrounded by at least 6 inches of 1- inch - minus, washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 4. For the best long -term performance, perforated PVC pipe is recommended for all subsurface drains. As a minimum, a vapor retarder, as defined in the Slabs -On -Grade section, should be provided In any crawl space area to limit the transmission of water vapor from the underlying soils. Also, an outlet drain is recommended for all crawl spaces to prevent a build up of any water that may bypass the footing drains. Final site grading in areas adjacent to the building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. It is important that existing foundation be removed before site development. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 5314ffet291 Page 9 Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill Is very important and must be closely controlled during the filling and compaction process. As discussed in the General section, the on -site soils are not suitable for reuse as structural fill, due to moisture and organic content. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: LOCATION OF FILL PLACEMENT Beneath slabs or walkwa s Filled slopes and behind retaining walls Beneath pavements MINIMUM RELATIVE COMPACTION 95 °/a 90% 95% for upper 12 inches of subgrade; 90% below that level Where: Minimum Relative Compaction Is the ratio, expressed to percentages, of the compacted dry density to the maximum dry density, as determined In accordance with ASTM Test Designation D 1557 -91 (Modified Proctor). LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test boring are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in the test boring. Subsurface conditions can also vary away from exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Jack Davis and Jacksons, and their representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, GEOTECH CONSULTANTS, INC. Jackson November 22, 2010 JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 69a ft291 Page 10 techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL SERVICES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical - consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on -site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plate 3 Boring Log Plate 4 Typical Footing Drain Detail We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. MRM: jyb Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. N JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 61 of 64 VICINITY MAP 13138 Interurban Avenue South Tukwila, Washington IJob Date: I I Scale: I Plate: 10291 Nov. 2010 Not to Scale 1 i JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 62 of 64 r+1ra04 +. ,i ;(.1:u•:. • • f - I .ate L - • ,� •4 SITE EXPLORATION PLAN 13138 Interurban Avenue South Tukwila, Washington 5 10 15 20 25 30 35 40 {e 0)c' Q, BORING 1 Description JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 63 of 64 — — — 39% _ _ 47% = — 21% _ — — — I 6 2 4 3 9 27 13 3 18 11 2' 4" of asphalt over Light gray to gray SILT with organics, damp, loose becomes moist to wet thin organic layer ML 3 4 5 6 I ': Black SAND, medium grained, wet, loose - becomes medium dense SP, - becomes fine grained, loose - gravel lens 9, 10 silty GRAVEL, wet, medium -dense GP * Test boring was terminated at 39 feet on November 10, 2010. * Groundwater seepage was encountered at 5 feet during drilling. BORING LOG 13138 Interurban Avenue South Tukwila, Washington 1Job I 10291 'Date: 2010 Logged by: JLH (plate: 3 1 Slope backfill away from foundation. Provide surface drains where necessary. JSF #631 Tukwila - Permit Calcs 8/22/2011 Page 64 of 64 Tightline Roof Drain (Do not connect to footing drain) Backfill (See text for requirements) Nonwoven Geotextile Filter Fabric Vapor Retarder or Barrier o O QvOo�o v ©o :o°` o:ov ©: o :o:o �� • :o :o eQn ©n�l/vQ Qv o o .n 6" min. p0 o.o�'00 °•0'00 °•:��00 °•0 Oo °: fi0 ° °:dn OO .tP00 . �o.opQ ;0,000, °• °QOpQ �•� 0t o•p� .'0n.b .e-0.0 4" Perforated Hard PVC Pipe (Invert at least 6 Inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Free - Draining Gravel (if appropriate) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage and waterproofing considerations. FOOTING DRAIN DETAIL 13138 Interurban Avenue South Tukwila, Washington !Job 1 Date: I Scale: !Plate: 10291 Nov. 2010 Not to Scale 4 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION FILE COPY PRELIMINARY DRAINAGE REPORT Jacksons Food Store No. 631 13138 Interurban Avenue South Tukwila, Washington Prepared For: Jacksons Food Stores 3450 E. Commercial Court Meridian, Idaho, 83642 Prepared By: Barghausen Consulting Engineers, Inc. 18215 — 72nd Avenue South Kent, WA 98032 (425) 251 -6222 DATE: August 23, 2011 Our Job No. 14700 art AUG 2:J2011 PERMIT CIVIL ENGINEERING, LAND PLANNING, SURVEYING 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • CONCORD, CA • TEMECULA, CA www.barghausen.com 11 1AL TABLE OF CONTENTS 1.0 PROJECT OVERVIEW AND DESCRIPTION 2.0 CORE REQUIREMENTS APPENDIX APPENDIX A MAPS AND EXHIBITS APPENDIX B GEOTECHNICAL REPORT APPENDIX C STORMWATER CALCULATIONS APPENDIX D MAPPING FOLIO 14700- dft- report_doc 1.0 PROJECT OVERVIEW AND DESCRIPTION 1.0 PROJECT OVERVIEW AND DESCRIPTION 1.1 Size and Location of Project Site (Vicinity Map) The project is addressed at 13138 Interurban Avenue S., Tukwila, Washington and is located at the intersection of Interurban Avenue South and 48th Avenue South on parcel 000300108. The project site is approximately 24,450 square feet or 0.56 acres. 1.2 Property Zoning The site is designated C /LI for commercial /light industrial zoning. 1.3 Type of Development/Proposed Improvements The project proposes to demolish the existing mini - market building and carwash structure and construct a new mini - market with a learning center for the training of new Jacksons' employees /managers. The project will also replace the fueling canopy and remove and reinstall (4) multi - product fuel dispensers and will construct a new trash enclosure. Site improvements will include a new concrete pad over the existing underground storage tanks (to remain) and fueling area, asphalt paving, curbing, sidewalk, and landscaping. 1.4 Watershed Description The project falls within the Duwamish Drainage Basin within the Duwamish /Green River Watershed. The project is within the City of Tukwila limits and currently discharges to the public storm drainage system located in 48th Avenue South where it is conveyed in approximately 1660 feet of pipe headed northeast and discharged to the Duwamish River. There are no known wetlands, water bodies, steep slopes or other critical areas mapped to this site based on our property research. 1.5 Permits Required (Local, State, Federal) The project is expected to require a building permit from City of Tukwila and will require approval of the Storm Drainage and site improvements through the City of Tukwila public works. 1.6 Existing vs. Post - Construction Conditions The site is currently developed with a fueling station, mini - market, carwash and parking. The site currently drains to catch basins that are connected to the public storm system located in 48th Avenue. The site contains existing underground storage tanks, pump island dispensers and canopy. The underground storage tanks will remain undisturbed during this project. The proposed development will collect the onsite surface runoff through various catch basins installed on the site and convey to a water quality treatment structure prior to release to the public storm drainage system in 48th Avenue S. The project does not trigger a detention requirement. 14700- dft- report.doc 2.0 CORE REQUIREMENT REVIEW 2.0 CORE REQUIREMENT REVIEW 2.1 Discharge at the Natural Location This project proposes to maintain the existing drainage pattem of the site and will maintain the discharge to the public storm drainage system located in 48th Avenue South, which eventually discharges to the Duwamish River. 2.2 Offsite Analysis This project does not add more than 2,000 square feet of "new" impervious surface to the site and does not change the rate, volume, duration or location of the discharge from the project site, therefore the project qualifies for an exemption from this requirement. 2.3 Flow Control This project fall for a direct discharge exemption from flow control, as the site currently discharges to an existing conveyance system that directly discharges to the Duwamish River — listed as a major receiving water body. 2.4 Conveyance The proposed pipe conveyance system will be designed to accommodate the 25 year peak flow. 2.5 Erosion and Sediment Control This project does incorporate ESC measures shown on the Temporary Erosion and Sediment Control Plan. 2.6 Maintenance & Operations An Operations and Maintenance manual will be prepared for this project. 2.7 Water Quality This project does not create more than 5,000 square feet of new pollution generating impervious surface area as part of the redevelopment project, therefore this project is exempt from this requirement. 2.8 Special Requirements This project will comply with special requirements for source control and oil control. 14700- dft- report.doc APPENDIX APPENDIX A MAPS AND EXHIBITS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Goosle maps Page 1 of 1 Iii7oO To see all the details that are visible on the screen, use the "Print" link next to the map. WIN 111'( MAP JACKSONS TUKWILA STORE #631 EXISTING SITE CONDITIONS M Zez,v 7,/0 F <. J '�O 7$ 4. 4A Q"P7 4j +07 dt16./ 0 - • .4' 5 -, 7 J �J 4Y ✓4. 0 V 2ND,,! 094 gFES 1 sa : B 4B PY \ 0, WP 9`. 145 ♦r ,ts P¢yl 1 O.? o` 154.1° at- 1=30' O 15 30 60 8. SURVEY INFORMATION PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A -TOPCON GR3' GPS ROVER AND BASE. AND TRIMBLE T502 DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED. ESTABLSHING THE ANGULAR. DISTANCE. AN0 VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY ONES. AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A - TOPCON GR3- CPS ROVER AND BASE WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE 574905RDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN W•C 332 -130 -090. DATES OF SURVEYS FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS. INC CONDUCTED APRIL 2010. LAND USE GOVERNING JURISDICTION CITY OF TUKWILA NOTE 1. THIS MAP IN NO WAY REPRESENTS A BOUNDARY SURVEY. VERTICAL DATUM - NAVD88 PROJECT BENCHMARK W5007 MONUMENT 10 736. WSDOT 136 IS A BRASS DISK ON OVERPASS OF SOUTH 178TH STREET OVER INTERSTATE 5 (NG1/029 = NAVDBB- 3.52') NAVD88 ELEV. • 288./10 FEET GENERAL NOTES I. ME 7OCA TTON OF UTILITIES SERVING THE 5/40.977 PROPERTY CAN ONLY BE DET(RM/NEG BY OBSERVED EVIDENCE TOGETHER 47114 PLANS AND MARKINGS PROVIDED BY CUE N7, UTIU TY COMPANIES. AND OTHER APPROPRIATE SOURCES. ME LOCH DON (8 UDUDES (XIS TING ON OR SERVING ME SURVEYED PROPERTY FOR 0915 SURVEY WAS DE It-RAINED BY O9S£RVA DON OF ABOVE GROUND EVIDENCE. 2. THE BUILDING FOOTINGS WERE NOT EASILY ACCESSIBLE AND THEREFORE ME BUflDING (101175 SHOWN HEREON. AND ME BUILDING SOUARE 5007 CALCULA DONS WERE MFASURED ALONG TH£ BUILDING FASCIA 3 law 9/450£85 SHOWN HEREON ARE STA ED A5 MA EERS ON REFERENCED COMA&TMENI NO RESPONSIBILITY FOR ME COMPLETENESS ACCURACY. OR CON ENT OF SAID REPOR7 IS ASSUMED BY THIS MAP. 4. THE SUSIECI PARCEL 15 LANDSCAPED 8109 TREES/SHRUBS ORES 51)82171 REF(EC TS MEASUREMENTS Or HAROSCAPE ONLY AND THEREFORE LANDSCAPING, LANDSCAPE L /GHENG AND IRR /GA DON SYSTEMS ARE NOT SHOWN HEREON. 5 THERE IS NO OBSERVABLE E f D N Cf Of MOVING WORK. eU1 ( ' CONS 7 DON ., BUILDING 400/7/005 WITHIN RECENT MONTHS 6. MERE ARE NO CHANGES IN SIR-E7 RICH OF WAY LINES EITHER COUPLE ED OR PROPOSED 70 THE REST OF OUR KNOWLEDGE, AND AVAILABLE FROM THE CONTROL LANG 3)9/5017 DON. 7. MERE /5 NO OBSERVABLE EVIDENCE OF RECENT 5FREE OR 90£wALK CONSTROC NON OR REPAIRS. & THERE IS NO OBSERVABLE EVIDENCE OF SI TE USE AS A 50UD WASTE DUMP. SUM8 OR SAM TARP LANDFILL co? CE01£TRY. 9 THf SUBJECT PROPERTY HAS DIRECT ACCESS TO AND FROM INTERURBAN AUNUE SOUTH AND 48TH A UNUC SOUTH, 8(1NG DULY OEDCA TED AND ACCEPTED PUBLIC 5TREE TS OR H/CIJWA YS CURRENT SITE RESTRICTIONS ACCORDING TO JACK PACE (206/431 - .3670). A PLANNER FOR THE 01TY OR TUKW,LA ON FEBRUARY 73 2009. ME SUBJECT PROPERLY 15 TONED "C/L/- (COMMERCIAL L1C.H1 INDUSTRIAL) AND 15 SUB.EC1 10 MC FOL1.0141NG CONDITIONS' WEI0HT RES ERIC IION. 101 COAT E' RAG TREE SETBACK: SIDE/PEAR SETBACK: 5' 45' OR 4 STORIES NONE 25' PARKING RFSTRIC PONS GAS STATION 2.5 SPACES /7000 50.(1 OF USABLE FLOOR ARCA (5/5118/3 PARKING- RE GuLAR PARKING' HANDICAP PARKING' TOTAL PARKING: / SPACE 1 SPACE 2 SPACES BECAUSE MERE MAY BE A NEED FOR IN7(888(TA DON OF THE APPLICABLE ION/N6 COLE5 WE REFER YOU 10 NC CITY OF TUKWILA AND ME APPLICABLE ZONING 70005 STATEMENT OF ENCROACHMENTS THIS ( /57 D005 NC CONSTITUTE A L157 OF ALL ENCROACHMENTS ADO DONAL ENCROACHMENTS MAY BE FOUND BY A MAP PE AE W. C.- PARKING FOP THE SUBJECT PROPERTY AND ACCESS THERE 70 /5 LOCH TED /N THE PROPERTY 7O THE SOUTH Or 1HC 5I,/95'7T PROPERTY 917 WERE NOT PROVIDED WITH ANY EASEMENT 708 SAID USE AND THEREFORE 5410 PARKING AND ACCESS 1ORMS A GENERAL ENCROACHMENT N70 ME NEIGHBORING PROPER I BASIS OF BEARINGS THE BEAR/NG5 SHORN HEREON ARE BASED (54 7HE OEN ERLINE OF 48TH AUNUE AS SHOWN ON RECORD OF SURVEY 9803099003 FILED IN THE OFFICE OF THE KING COUNTY AUDITOR, 5 T TE OF WASHINGTON. BEING NOR TH 40'3600' (A51 LAND AREA THE LAND AREA Or THE 5/49,801 PROPERTY /5 24.450 50 FT. (056 ACRES) AS OESCR/BCD N THE LEGAL 0(0781P NON SHOWN HEREON FLOOD NOTE THE 5/18,857 PROPER 1' LIES WITHIN ZONE X OF THE FLOOD INSURANCE RAE MAP, COXMUNIIY PANEL NO 53033C 09577 WITCH BEARS AN EFFfCFIVE DATE Or MAY 16, 7995. ZONE X" 15 OEF/N'£0 AREAS Of 500 YEAR FLOOD. AREAS OF 100 YEAR FLOOD KITH AVERAGE DEPTHS OF LESS THAN 1 1007. CR WITH DRA /1JACF AREAS LESS THAN 1 50/485 MIL£ AREAS PROTECTED BY LEVEES (NON 100 YEAR FLOG: K/ LEGAL DESCRIPTION PARCEL A THA7 POP NON Or STEPHEN FOSTER DO/A DON LAND CLAN NO. 38 IN THE NOR TWA 51 O/AR TER OR SECTION 1S TOWNSHIP 23 NORTH, RANGE 4 EAST. WLLAME I7E AEU/DIAN. IN KING COUNTY, WASHINGTON. 0(SCREBED AS FOLLOWS' BEONN/NG A7 711E /NIERS(C NON OR MC CENTERLINE OR 48111 AVENUE SO'/09, GRANTED BY THE CITY OF SEATTLE 70 ME STALE or WASTING TON AS PROVIDED BY ORDINANCE NUMBER 93708 OF THE 0TY O" SEA IRE AND RECORDED UNDER AUDITOR'S FILE NUMBER 6373596, 1N K/NG COUNTY. WASHINGTON, WITH THE NOR THEASTERLY MAROON OR THE CITY OF SEATTLE TRANSMISSION UNE R1Ol7 OR WAY (FORMERLY PUCl7 SOUND ELECTRIC RAILWAY RIGHT Or WAY): THENCE NORM 492400 WEST. ALONG SAID NORIH£ASIERLY MARGIN, 2550 FEET; THENCE NORM 40:7600 EAST, PARALLEL TO SAID 48TH AVENUE SOUTH, 24.00 fa7 TO ME TRUE POINT Or BEGINNING ;; THENCE NOR M 4924'00- WEST, PARALLEL 70 SA10 SEA T'LE TRANSMISSION UNE MGM OF WAY. 76550 IT7; THENCE NORM 40'3600- EAST. 726.00 FEa7: THENCE SOUTH 4974'00' EAST, 16550 FEES THENCE 549/09 40'3600" WEST. 126.00 FEET TO THE TRUE PONT OF BEONNNG: EXCEPT MAT PORTION THEREOF CCN1170 70 ME CITY OF TLRCMLA BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 6664571. PARCEL B MAT POR TION Or 5TfPNEN FOSTER DONA DON LAND CLAIM NO. 38 N THE NOR 74EAS7 O/AR TER Or SECTION 75, 11301SMP 23 NORM, RANGE 4 EAST, WILLAMETTE MfR/O'AN, IN KING COUNTY, WASHINGTON, DESCRIBED AS Pato1Y5 BEGINMNG A7 THE INTERSECTION Or ME CENTERLINE Or 48TH AVENUE 50774 GRANTED BY THE 0 T Or SEA IRE TO THE 51477 Or WASHINGTON AS PROVIDED BY ORDNANCE NUMBER 93708 O" THE 077 OF SEATTLE AND RECORDED UNDER AUDITORY FILE NDMB£R 6373596, N KING COUNTY, WASHING ION, WITH THE NOR 7HEASFERE Y MARGIN Or THE 57 77 OF SEA 7TIE 1RANSMISSION UNE RIOI7 OF WAY ([ORDERLY RIC£7 SOUNC ELEC ERIC RAILWAY RIGHT OF WAY) - TI7£NCE NOR M 497400" WE51• ALONG SAID NOR THEASTERLY MARGIN 2250 FEET 70 THE TRUE PONT Or BEGINNING,' CONTINUING THENCE NORM 4974.00' ES 1, ALONG SAID NORTHEASTERLY WARDEN. 165,5 FEEL, /HENCE NORM 40:7600 -EAST. PARALLEL 70 5AI0 48171 AVENI/E 50UM, 24.00 FEE 1: THENCE SCA/711 492400- EAST. PARALLEL 70 SAID SEAT RE IRANSIJSSION UNE MGI/7 Of WAY. 165.50 FEET. THENCE SCAM 403600' KES T, 24.00 FEET TO THE TRUE POINT OF BEGNMNG EXCEPT DIA7 PORTION THEREOF CONVEYED 70 771E 0r7 or 1UKWILA BY DEED RECORDED UNDER AUg7ORY FILE NUMBER 6654371. PARCEL. C A NON- EXQUSU (-4504(761 FOR INGRESS AND EGRESS AND FOR UTIU TES SEWERS GAS LINES AND 0MfR SIMILAR USES N AND OVER MAT PORTION OF 5TEPH(N FOSTER OONA NON L AND QAIM NO. J8 N THE NOR THEAST O/ARTER OF SECTION 15. TOWNSHIP 23 NORTH. RANGE 4 EAST, WTLLAME TEE MERIDIAN N KING camrr., 9409/90100, 0E-SCRIBED AS FOLLOWS: BEGINNING AI THE INTERSECTION or DE CENTERLN£ OF 481)1 A VENUE SOME CRAM TED BY THE 017 OF SEATTLE TO WE STA77 OF WASHINGTON AS PROVIDED BY ORDINANCE NUMBER 93708 OR THE 07Y OF SEA 7ILE AND RECORDED UNDER AUDI TOR'S FILE M/MB(R 5313596, 1/1 KING COUNTY. WASHINGTON. 147 THE NOR DEAS TERL Y MARGIN OF THE CITY OF SEA 711 TRANSM1550V TARE R/04 I' OF WAY (1084£81 Y PUGY7 SOUND (7(51787 RAILWAY R /GH1 Or WA 7); THENCE NOR M 497400 WEST, ALONG 5410 NORTHEASTERLY MARGIN. 188 00 FEET 10 7HE TRUE PONT Or B£ONNNG' CONTINUING THENCE NORTH 497400 *15I. ALONG SAID NOR THE AS TER( Y MARGIN, 7)027 rm. THENCE NOR M 4015600 EAST. PARALLEL TO SAIO 48TH 4/17NU£ SOUTH. 24.00 FEE I. THENCE SOWM 492400" EAST, PARALLEL TO SAID SEATTLE TRANSMISSION LINE RIO17 OF WAY, 73021 FC£7: THENCE SCUM 40'36'00' WEST. 24.00 FEEL 70 ME TRUE PON7 Or BEGINMNG. PARCEL 0 A NON- EXQU9U (ASCMEN1 109 ACCESS ROAD AND uMDT PURPOSES OVER MAT 809 NON 01 51EPHEN FOSTER 00NA ND/ (AND QA/AI NO. 38 IN THE NORTHEAST WAR TER Or SEC NON 15. TOWNSHIP 23 NOR TH RANGE 4 EAST. WIILAMETE MERTON( IN KING COUNTr, WASHINGTON, DESCRIBED AS FOLLOWS 8£GINNING Al THE INIERSECETON Or THE CENTERLINE OF 48114 AVENUE SO/TH, CRANED 8Y THE 07r Of SEATTLE TO ME SLAT OF WASHN07OV A5 PROMD£0 BY ORDINANCE NUNBER 9377,8 OF THE 0 TY Or SEATTLE AND RECORDED UNDER AUDITOR'S 7/15 NUMBER 6313596. IN NEC COVN77 WASHING TOY. 19TH THE NOR THE A51£RL Y 4ARGIN 156 TN/ 011 or SEA 7ILE TRANSMISSION CARE 815711 OF WA 7 (FORMER'. Y 81/ 7 7 50400 ELECTRIC RAILWAY RIGHT OF WAY): THENCE 909 T11 497400' A1757, ALONG SAID NOR THEASTERLY MARGIN, 28821 FEE/ TO THE TRUE PON1 OR 0[0 /5975; THENCE 5491711 403600" ICS 1, PARALLEL 70 SAID 48TH AVENUE SOUTH, 100.00 FEET TO THE No R MEA.5 TEN Y MARGIN Gr NERL/RBAN AVENUE SOME THENCE NORM 497400" WEST ALONG SAID INTERURBAN AI8NU£ SOUTH. 6000 FEEL. THENCE 00,o TH 45:£600 EAST, 100.00 FEET 70 SAID NOR MfAS ERL Y MARGIN Or THE SEA 7RE TRANSMISSOV LINE RICH I OF WAY, THENCE SOUTH 497400 EASE ALONG SAID NORMEAS TREY MARGIN, 60.00 17,£7 TO ME PO AT I Or 7R'J£ BCO71N/NG. 74E 880PER71 DESCRIBED AS SHOWN HEREON T5 THE SAME AS 0ESCR1BED IN ME WSONG DEED GRAN TE0 10 (ORLON ENTERPR1555 (LC DA TEO 437 Y 7, 7998 AND RECORDED OK AA r 23 7998, IN RECORDER'S FEE N0. 9807231476 OF ME RECORO£R'5 OF KING COUNTY. WASHNGTOV, AS DESCRIBED N THC COVMIIMENT FOR TIDE INSURANC( 90 1250018 2 6 u 8 z O Eco z • W O cc 1'0 0 co Qj z • 3 Y c W 13138 INTERURBAN AVENUE S. TUKWILA, WA NOTES CORRESPONDING TO SCHEDULE B CHICAGO 5R£ INSURANCE COMPANY 761 FIFTH AVENUE. /3400. SEATTLE. WA 98104 ORDER NO' 125001E EF1(C T1V£ DA 11' OCTOBER 20. 2009; TIRE OFFICER: SA 80/5 /CAMPBELL/141NOR/EISENBR(1 206/628 -5610 THE FOLLOWING SURVEY 86';! TO 17EV5 WERE EMEND IN SAID TI ILE REPORT AND ARE REFERENCED ON 0915 MAP 0 0 AN CASEMENT rove /08155 AND EGRESS PURPOSES RECORDED A/4CUST /5, 1966 UNDER RECORDING NO 6069292 SAID ITEM IS ILLEGIBLE K'F ARE THEREFORE UNABLE 70 OEERM /NE E/HOW SAID ITEM AFFEC75 THE 5/48.877 PROPERTY EXC(P DO'S AND 9/17,1.1 'OHS w DECD PrcoNo(0 ..LILY 23, 1998 UNDER RECORDING 1/0 9807237476 5A/0 ITEM 4/'l'(775 5/45357 000FCR17 ARID IS SHOWN HEREON IN 515 FOLLOWING WAYS. A 25' EXCEPTION 410110 4B 7H AVENUE SOUTH A NON- 7- KCL .19W- L15(MENT FOP /078£55. ((ROSS 4ND 07(15(5 OVER PARCEL e A NON- £XCLUS.'YE (457/(97 FOR INGRESS (CRESS AND UDLI P£5 OVER PARCEL C AN EASEMENT FOR 8015947 PURPOSES RECORDED JANUARY 10, 1967 UNDER RfCORONG NG 5126727 54/0 1TEM REN(F175 rIE SUB.SC 7 PROPER 11 AND IS SHOWN 71(6( .. TEMPORARY RERAN DA 7(0 7(BRUARY 7, 7979 SAID ITEM BENErl75 ME SU8.8C7 PROPER 1 AND IS SHOWN HEREON. SURVE Y DONE BY „ERROL 0 STEAONAN DA TEO JANUARY 31. 2008 UNDER .LOB NO 32597 SAID ITEM 15 BLANKET 'N NA TAR( AFFECTING THE SUB,C7 PROPERTY AND 75 THEREFOR[ N07 SHOIVJ HEREON. 3450 E. COMMERCIAL COURT MERIDIAN, ID 83642 www.jacksonafoodstorea.com i�alJ b Zol N Z N N CO Y uv O 0 O • o ro 1' =20' 0 10 20 40 LEGEND PROPOSED SPOT 13.00 ELEVATION PROPOSED SPOT ELEVATION AT 13.00 TA -TOP OF CURB" at 'TOP OF ASPHALT' 13.00 TC PROPOSED SPOT 13.00 T.P.I. ELEVATION AT .50P OF PUMP ISLAND" 'MATCH EXISTING' 13.01 4.E, JACKSONS TUKWILA STORE #631 GRADING AND STORM DRAINAGE PLAN 1305 CCO Jq TivTER(r EN r•K T R @q gOFERT y THE N q 1'E 5 "COT T SC1 E q2 OoERT 4Gl AS2ti7 !t, i Z 19.85 TA 20.35 TC 13123 q TTN 0 f� �gPgN 13j2 C0 C 4LT S (4 TTIE FTH qTI M wq R�- � n NEW 6" S�BB I.E. =17.50 t7 LF 6" PVC SOR�35 0276 NEW 6 SOCCO I -E. =17.1 c'� OVA S� I° m_ N `r1 n 6 S F", ! l! .4r SAWCUT EX. ASPHALT MATCH EX. ELEVATIONS EARTHWORK OUANRIES EXPORT= 258 C.Y. KAPORT= 373 C Y. NET IMPORT= 115 C.Y. AREA OF DISTURBANCE= 1.9469 S.F. 0.45 C. SPECIAL NOTE ALL CONSTRUCTION SHALL CONFORM TO THE CRY OF TUKWILA STANDARD SPECIFICATIONS. SEE DEMOLITION PUN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED. RELOCATED. ANO /OR REMOVED. Y u 8 Z w Z 0 cc TUKWILA STORE #631 13138 INTERURBAN AVENUE S. TUKWILA, WA ' STORM DRAINAGE KEYNOTES CB 01. TYPE 1 w/ STANDARD GRATE RIM = 19.15 IE =15.65 (6" NE) 138 112. TYPE 1 w/ STANDARD GRATE RW = 19.75 I0 =15.14 (8" NE) IE =15.14 (8" SW) IE =15.14 (8" 5E) CB 03. TYPE 1 w/ STANDARD GRATE RIM = 19.32 IE =16.12 (8" NE) CB 04. TYPE 1 w/ STANDARD GRATE RIM = 18.24 IE =15.04 (8" SW) EX C8. TYPE 1 w/ STANDARD GRATE RIM = 19.26 IE =16.00 (8" SW) 8084108, TYPE 2 -60" STORMFILTER vAULT RIM = 19.18 IE =13.62 (8" NM) IE =13.62 (8" NE) 10 =13.62 (6" 5W) CALL BEFORE YOU DIG 1 -800 -424 -5555 MERIDIAN, ID 83642 www.jacksonsfoodstores.com UTTLRY CONFLICT NOTE THE CONTRACTOR SHALL RE RESPONSIBLE FOR VERIFYING THE LOCATION. DIMENSION, MID DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SUM/CLING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. TN15 SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 -424 -5555 AND THEN POTHOLING All 00 THE EXISTING UTILITIES 61 LOCAT10N5 DF NEW 131113/1 CR05SINGS TO PHY$1p1LLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC 4FORAMTION ANO ARE SUBJECT TO VARNTION. B CONFLICTS 59001.0 OCCUR. THE CONTRACTOR SHALL CONSULI BARGHAUSEN CONS07.1195 ENGINEERS. INC. TO RE50LVE ALL 77R00LEM5 PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 O N N Z N N - v v O I N 0 U pat- I.d<g, x14700 -g.dwg Dale /i:me:8/ 22/201 1 1 55 APPENDIX B GEOTECHNICAL REPORT GEOTECH CONSULTANTS, INC. Jacksons aka PacWest Energy, LLC 3450 East Commercial Court Meridian, Idaho 83642 Attention: Jack Davis f-/Lt°7dD 13256 Northeast 70th Street, Suite 16 Bellevue, Washington 98005 (425) 747 -5618 FAX (425) 747 -8561 November 22, 2010 JN 10291 via email: jack. davis@jacksons- foodstores.com Subject: Transmittal Letter — Geotechnical Engineering Study Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila Store #631 Tukwila, Washington Dear Ms. Mattson: We are pleased to present this geotechnical engineering report for the proposed reconstruction of the existing convenience store in Tukwila. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design considerations for foundations and seismic criteria. This work was authorized by your acceptance of our proposal, P -8051, dated November 4, 2010. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. cc: Barghausen Consulting — Caryl Mattson via email Collons + Smith — Bryan Collons via email MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. GEOTECHNICAL ENGINEERING STUDY Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila, Washington This report presents the findings and recommendations of our geotechnical engineering study for the proposed reconstruction of the existing convenience store in Tukwila. We were provided with a Preliminary Site Plan developed by Barghausen Consulting Engineers, Inc., dated October 29, 2010. We have also reviewed a Land Title Survey created by Terramark and dated February 11, 2009. Based on these plans and conversations with the design team, we understand that the project will consist of removal of the existing convenience store and car wash structure, and construction of a new, slightly larger convenience store with an attached employee training center. The existing gasoline fueling system and canopy would remain undisturbed. The new building is to be constructed near the elevation of the current building. Therefore, no significant cuts or fills are expected, other than the excavations for the new foundation system. The proposed building will be slightly larger than the existing structure, extending further toward the north than the current structure does. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site. The property is situated on the northeast corner of Interurban Avenue South and 48th Avenue South. Interstate 5 crosses over Interurban Avenue South approximately one block to the south of the site. Development in the general area consists of primarily of retail and commercial businesses. The current structure is located on the eastern side of the property, and consists of a one -story building containing a convenience store and an unused car wash. This building has a slab -on- grade floor and appears to be generally of steel frame construction. The area around the existing structure is mostly asphalt pavement. Pavement, and the existing canopy and fueling pumps are located to the west of the current structure. The ground surface over the site is generally level, with minor sloping of the parking lots. There are no steep slopes on, or near, the subject property. SUBSURFACE The subsurface conditions were explored by drilling one test boring at the approximate location shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The boring was drilled on November 10, 2010 using a truck - mounted, hollow -stem auger drill. Samples were taken at 5 -foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2 -inch outside diameter, is driven into the soil with a 140 -pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 2 engineer from our staff observed the drilling process, logged the test boring, and obtained representative samples of the soil encountered. The Test Boring Log is attached as Plate 3. As a part of our work, we also reviewed borings conducted previously by Converse Consultants NW near the site in 1992 for a municipal project completed on Interurban Avenue South. Soil Conditions The site lies in a low valley that the Duwamish River has flowed through since the glaciers last receded from the Puget Sound. The native soils revealed in our exploration consisted of loose, unconsolidated silts over loose to medium dense sands. These soils are likely alluvium deposited by water that has flowed through the valley. The upper layer of soil was silt containing small organics and thin lenses of organics. Below a depth of 12 feet, the boring revealed loose to medium -dense sand and gravel extending to the bottom of the 39- foot exploration. These conditions were similar to those encountered during the previous investigation we reviewed, as well as explorations conducted by our firm elsewhere in this river valley. A boring drilled in 1992 just to the west of the southwestern corner of the site found bedrock below the alluvium at a depth of approximately 25 feet. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Groundwater Conditions Groundwater was observed in the boring below a depth of about 5 feet. This seepage likely represents the approximate level of the local water table. The test boring was left open for only a short time period and was conducted in fall, before the onset of frequent heavy rains. Therefore, the seepage level encountered in the boring represents the location of transient water seepage and may not exactly match the static groundwater level. Groundwater levels encountered during drilling can be deceptive, because seepage into the boring can also be blocked or slowed by the auger itself. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We expect that the water table may rise closer to the ground surface during the winter and spring wit ongoing precipitation. The stratification lines on the log represent the approximate boundaries between soil types at the exploration location. The actual transition between soil types may be gradual, and subsurface conditions can vary away from the exploration location. The log provides specific subsurface information only at the location tested. The relative densities and moisture descriptions indicated on the test boring log are interpretive descriptions based on the conditions observed during drilling. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 CONCLUSIONS AND RECOMMENDATIONS GENERAL JN 10291 Page 3 THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test boring conducted for this study encountered loose alluvial silts and sands, and this is consistent with the conditions found previously in nearby explorations. The upper silt is moderately compressible, and the loose sand below the water table may undergo at least localized liquefaction (loss of bearing strength) during an earthquake. Even in these conditions, construction of a lightly - loaded retail building should be possible using shallow foundations. We recommend that the structure be carried on heavily- reinforced continuous footings that would be designed and constructed to reduce differential settlement under both static and seismic loading. The foundation system should also be underlain by a mat of compacted rock fill covering the entire building footprint. All of the following elements should be incorporated into design and construction of the foundation system: • Support the structure on a gridwork of heavily- reinforced continuous footings spaced no further apart than 15 feet in each direction. • Design the continuous foundations similar to grade beams, being theoretically able to span a minimum distance of 10 feet without soil support. This can be accomplished using a conventional footing and stem wall system with three pieces of rebar in the footing, and both vertical and horizontal rebar in the stem wall. • Bear the perimeter foundations at least 18 inches below the existing grade. • Excavate the entire building footprint to at least 3.5 feet below the existing grade and place no less than 2 feet of compacted rock fill (quarry spells or railroad ballast rock) beneath all footings. Settlement - tolerant building construction, such as wood and metal framing and siding should be used. Masonry, stucco, tile and other settlement- sensitive materials should be avoided wherever possible. A reinforced slab -on -grade floor can be used inside the structure. Rebar should be used to reinforce the slab, in order to reduce the potential for large cracks and downsets if differential settlement occurs. If possible, the finish elevations inside and around the building should be close to the existing grade. Placing additional fill above the current ground elevations could cause additional post - construction consolidation of the underlying soils. If the slab must be above the existing grade, then lightweight fill such as geofoam should be used for structural fill above the bottom of the new footings. Also, utilities entering and exiting the building foundation should be designed using flexible connections and be backfilled with an open - graded rock, such as pea gravel, to allow for some differential settlement. The on -site soils are highly sensitive to moisture. The excavated soils will not be suitable for reuse as structural fill under the building or pavement areas. All structural fill will have to be imported. This will likely include backfill for new utility trenches, as attempting to recompact the wet, silty soils in utility trenches typically results in excessive post - construction ground settlement. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 4 The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. The existing pavement should be maintained wherever possible to provide cover for the underlying soil. Upon completion of demolition of the existing building and foundations it may be necessary to cover exposed soil with gravel, plastic, or mulch until the new foundation excavation is undertaken. Trucks should be kept on the existing pavement to reduce the risk of tracking soil and mud off the site. Any soil spilled on the paved areas should be immediately cleaned up. It may be necessary to install premanufactured silt socks in existing storm catch basins. At least the first layer of rock fill should be placed on the exposed soil as soon as the recommended overexcavation is completed. This reduces the potential for generating silty water in the excavation. If silty water accumulates, it cannot be discharged to the storm sewer system, and may have to be temporarily stored in a holding tank until it can be properly disposed of. As with any site, additional erosion control measures may be necessary, depending on the site and weather conditions encountered during the actual grading and construction. The drainage and /or waterproofing recommendations presented In this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. As with any project that involves demolition of existing site buildings and /or excavation, there is a potential risk of movement on surrounding properties. This can potentially translate into noticeable damage of surrounding on -grade elements, such as foundations and slabs. However, the site work could just translate into perceived damage on adjacent properties. Unfortunately, it is becoming more and more common for adjacent property owners to make unsubstantiated damage claims on new projects that occur close to their developed lots. Therefore, we recommend making an extensive photographic and visual survey of the project vicinity, prior to demolition activities and /or commencing with the excavation. This documents the condition of buildings, pavements, and utilities in the immediate vicinity of the site in order to avoid, and protect the owner from, unsubstantiated damage claims by surrounding property owners. Additionally, any adjacent structures or settlement- sensitive utilities should be monitored during construction to detect soil movements. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS In accordance with Table 1613.5.2 of the 2006 International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by Site Class Type E (Soft Site Class). As noted in the USGS website, the mapped spectral acceleration value for a 0.2 second (Ss) and 1.0 second period (S1) equals 1.47g and 0.51g, respectively. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 5 The loose soils that underlie the water table are potentially susceptible to seismic liquefaction in a large earthquake. The foundation recommendations presented in this report are intended to prevent catastrophic foundation failure in the event of the IBC- design earthquake, protecting the safety of occupants. Even so, significant settlement and structural damage should be expected in a large earthquake. CONVENTIONAL FOUNDATIONS The General section presents detailed recommendations for design of the foundation system. We recommend that all footings be continuous and have a minimum width of 16 .inches. Exterior footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. An allowable bearing pressure of 2,000 pounds per square foot (psf) is appropriate for footings constructed as recommended in this report. A one -third increase in this design bearing pressure may be used when considering short-term wind or seismic Toads. We estimate that the total post - construction of the foundations will be on the order of 2 inches, with differential settlements of less than one inch in 50 feet along a continuous footing. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: PARAMETER Coefficient of Friction Passive Earth Pressure ULTIMATE VALUE. 0.40 300 pcf Where: (1) pcf is pounds per cubic foot, and (11) passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining. a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. GEOTECH CONSULTANTS, INC. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jacksons November 22, 2010 PERMANENT FOUNDATION AND RETAINING WALLS JN 10291 Page 6 Substantial retaining walls are not expected for this project. However, walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: PARAMETER Active Earth Pressure * VAL U E 45 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.40 Sod Unit Weight 130 pcf Where: (I) pcf Is pounds per cubic foot, and (il) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times Its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design only permanent foundation and retaining walls that are to be backfilled, such as conventional walls constructed of reinforced concrete or masonry. It is not appropriate to use the above earth pressures and soil unit weight to back - calculate soil strength parameters for design of other types of retaining walls, such as soldier pile, reinforced earth, modular or soil nail walls. We can assist with design of these types of walls, if desired. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from comers or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner, The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. Wall Pressures Due to Seismic Forces The surcharge wall loads that could be imposed by the design earthquake can be modeled by adding a uniform lateral pressure to the above - recommended active pressure. The recommended surcharge pressure is 8H pounds per square foot (psf), where H is the GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 7 design retention height of the wall. Using this increased pressure, the safety factor against sliding and overtuming can be reduced to 1.2 for the seismic analysis. Retaining Wall Backfill and Waterproofing The native soils are not suitable to be used as backfill. Backfill placed behind retaining or foundation walls should be coarse, free - draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. It is critical that the wall backfill be placed in lifts and be properly compacted, in order for the above - recommended design earth pressures to be appropriate. The wall design criteria assume that the backfill will be well- compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand - operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. The section entitled General Earthwork and Structural Fill contains additional recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow pattems can change, and utilities can break or develop Teaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold - joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact a specialty consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. SLAB FLOORS Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the new constructed space above it. This can affect moisture - sensitive flooring, cause GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 8 imperfections or damage to the slab, or simply allow excessive water vapor into the space above the slab. All interior slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of gravel or crushed rock that has a fines content (percent passing the No. 200 sieve) of less than 3 percent and a sand content (percent passing the No. 4 sieve) of no more than 10 percent. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture - sensitive equipment or products. ACI also notes that vapor retarders, such as 6 -mil plastic sheeting, have been used in the past, but are now recommending a minimum 10 -mil thickness. A vapor retarder is defined as a material with a permeance of less than 0.3 perms, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where vapor retarders are used under slabs, their edges should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab Is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.01 perms when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. DRAINAGE CONSIDERATIONS Foundation drains should be used where (1) crawl spaces or basements will be below a structure, (2) a slab is below the outside grade, or (3) the outside grade does not slope downward from a building. Drains should also be placed at the base of all earth- retaining walls. These drains should be surrounded by at least 6 inches of 1- inch - minus, washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 4. For the best long -term performance, perforated PVC pipe is recommended for all subsurface drains. As a minimum, a vapor retarder, as defined in the Slabs -On -Grade section, should be provided in any crawl space area to limit the transmission of water vapor from the underlying soils. Also, an outlet drain is recommended for all crawl spaces to prevent a build up of any water that may bypass the footing drains. Final site grading in areas adjacent to the building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. It is important that existing foundation be removed before site development. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. GEOTECH CONSULTANTS, INC. Jacksons JN 10291 November 22, 2010 Page 9 Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support Toads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill Is very important and must be closely controlled during the filling and compaction process. As discussed in the General section, the on -site soils are not suitable for reuse as structural fill, due to moisture and organic content. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it Is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: LOCATION OF FILL PLACEMENT Beneath slabs or walkwa s Filled slopes and behind retainin• walls Beneath pavements MINIMUM RELATIVE COMPACTION 95% 90% 95% for upper 12 inches of subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -91 (Modified Proctor). LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test boring are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in the test boring. Subsurface conditions can also vary away from exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Jack Davis and Jacksons, and their representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, GEOTECH CONSULTANTS, INC. 1 Jacksons November 22, 2010 JN 10291 Page 10 techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL SERVICES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented In this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on -site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plate 3 Boring Log Plate 4 Typical Footing Drain Detail We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. MRM: jyb Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. 1 II VICINITY MAP 13138 Interurban Avenue South Tukwila, Washington 'Job Date: I t Scale: I Plate: 10291 Nov. 2010 J Not to Scale 1 SITE EXPLORATION PLAN 13138 Interurban Avenue South Tukwila, Washington i 10 15 20 25 30 35 40 BORING 1 $ Description IMO r MEI r NEM NNW 39% 47% 21% 6 2 27 13 18 0 1 1 1 1 M 4" of asphalt over Light gray to gray SILT with organics, damp, loose becomes moist to wet thin organic layer 1_ sP1 Black SAND, medium grained, wet, loose - becomes medium dense - becomes fine grained, loose - gravel Tens GP Slightly silty GRAVEL, wet, medium -dense * Test boring was terminated at 39 feet on November 10, 2010. * Groundwater seepage was encountered at 5 feet during drilling. BORING LOG 13138 Interurban Avenue South Tukwila, Washington Job Date: I Logged by: 1PIate: I 10291 Nov.2010 JLH 3 Slope backfill away from foundation. Provide surface drains where necessary. Backfill (See text for requirements) Tightline Roof Drain (Do not connect to footing drain) Nonwoven Geotextile Filter Fabric Vapor Retarder or Barrier o �� Qogo o ©o :o oQ o0 O o 00 °o :o :o °o 6o ° © °0 ° Oo ®o •a4 •p •;0 O• 41 . ., Q"▪ O0-• .Q� .0 ".O0 .43..0"p o ".•0;A DO .•Q ".00°.0,°000.0 0o °.°OO oD °•0o 0a °.0• :fan 00:",03 z °• •0.0 • X0.0 � .' •0.ap� °••0 -op� .' •0.00 6" min. 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Free - Draining Gravel (if appropriate) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage and waterproofing considerations. GEOTECH CONSULTANTS, INC. FOOTING DRAIN DETAIL 13138 Interurban Avenue South Tukwila, Washington Job Date: I Scale: I Plate: 10291 Nov. 2010 Not to Scale 4 1 APPENDIX C STORMWATER CALCULATIONS MI = MI • NM • MN UM MI I I s OM M -- MI 1- JOB NAME. Jacksons JO8 #: 14700 REVISED: A= Contributing Area (Ac) C= Runoff Coefficient Tc= Time of Concentration (min) 1= Intensity at Tc (in/hr) d= Diameter of Pipe (in) L= Length of Pipe (ft) D= Water Depth at Qd (in) 14700- kingco.xls BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR using the Rational Method 8 Manning Formula KING COUNTY DESIGN FOR 25 YEAR STORM NOTE: ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING DEFAULTS C= 0.9 n= 0.013 d= 8 Tc= 5 Qd= Design Flow (cfs) Qf= Full Capacity Flow (cfs) Vd= Velocity at Design Flow (fps) Vf= Velocity at Full Flow (fps) s= Slope of pipe ( %) n= Manning Roughness Coefficient Tt= Travel Time at Vd (min) FROM TO A $ L 1 2 0.56 1.00 51 2 3 0.00 1.00 151 3 4 0,00 1,00 36 4 5 0.00 1.00 40 d Tc n C 8 5.0 0.013 0.9 8 5.2 0.013 0.9 8 5.9 0.013 0.9 8 6.0 0.013 0.9 COEFFICIENTS FOR THE RATIONAL METHOD' V- EQUATION SUM A 0.56 0.56 0.56 0.56 STORM Ar Br 2YR 1.58 0.58 10YR 2.44 0.64 25YR 2.66 0.65 50YR 2.75 0.65 100YR 2.61 0.63 PRECIP= 2.5 Ar- 2.68 6r- 0.85 'VC SUM A•C I Qd O1 Qd/Qt D/d D 0.50 0.50 2.34 1.18 1.21 0.975 0.795 6.36 0.00 0.50 2.27 1.15 1.21 0.948 0.770 6,16 0.00 0.50 2.11 1.06 1.21 0.879 0.725 5.80 0.00 0.50 2.07 1.04 1.21 0.884 0.718 5.73 Page 1 Vf Vd 3.48 3.91 3.48 3.91 3.46 3.90 3.46 3.89 Tt 0.22 0.64 0.15 0.17 APPENDIX D MAPPING FOLIO Page 1 of 1 La King County King County Districts and Development Conditions for parcel 0003000108 Parcel number Address 0003000108 13138 INTERURBAN AVE S Jurisdiction Zipcode Kroll Map page Thomas Guide page Tukwila 98168 324 655 Drainage Basin Watershed Duwamish River Duwamish - Green River WRIA PLSS Latitude Longitude Duwamish -Green Ll NE- 15 -23 -4 47.48497 - 122.27156 Electoral Districts Voting district King County Council district TUK 11 -1166 District 8, Joe McDermott (206) 296 -1008 .__._ . ED Congressional district 7 Legislative district School district Seattle school board district 11 District Court electoral district Tukwila #406 does not apply (not in Seattle) Southwest Fire district Water district Sewer district Water & Sewer district Parks & Recreation district Hospital district Rural library district does not apply King County Water District 125 does not apply does not apply does not apply Tribal Lands? does not apply Rural King County Library System No King County planning and critical areas designations King County zoning NA, check with jurisdiction P- Suffix conditions Comprehensive Plan Urban Growth Area None Unincorporated Area Council Community Planning Area Coal mine hazards? Erosion hazards? Landslide hazards? Seismic hazards? does not apply Urban does not apply Highline None mapped None mapped None mapped None mapped Water service planning area Roads MPS zone Transportation Concurrency Management Forest Production district? Agricultural Production district? Rural clearing limits apply? Critical aquifer recharge area? 100 -year flood plain? Wetlands at this parcel? does not apply 193 does not apply No No No None mapped None mapped None mapped iiiiii N MI i♦ NMI NM — — • — iiiiiiii- ME M INN NMI MN IMO iii• MI INN OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE SURFACE WATER DESIGN MANUAL, CORE REQUIREMENT #2 Basin: DOW frivit5 RC( line. Subbasin Name: 17 Subbasin Number: S mbol Drainage > Cornponent•Ty --'e; • = '•Name, and, Size Drainage .;` ` . C.om' onent Description •. • • ..Sio;pe :" ';Distance' fr.om" "site ; discharge E• . Existin P "r.oblems ePotential ° `Problems°_ : ,. r . Observatio'ns of$field -� "ihs ecoii: A,resource :.rev.iewer, or7resident . see.map:._. ° s Type iaheet•flow wate -- stream; channel pipe : ', pond 5iie diameter,, •. surface area -.;, : fdrainage4basin; vegetation,.; cover;- depth;• type of:sensitive ° area c'volu6e - -0 /0.- k %.ml - 1;320 ft ' Y .- '`` , -= conatnctioris,'urider,ca aci ' ;i 'ondin p. b!,p.._ gfa. overtopping, flooding;• habitat` or ` organism • "1 destruction, scourin , bank slow hin " - sedimentation,•incisiori other. erosion '' tnbuta hares ;Iikeiifiood`of - robtem ` r °,'overflow'pathway "s :potentiapimiiltiiir (� t2" OD Piee oocitoue 0 woe:- 15( Sp PiPe 32-6(-F 320 1.-F 2-1" 51) ef'i 3 c-F ttLfc " SD PIS 33o c,F q 15 to-I 2q ', 5D ow 3,31 1345 P41( SD PI PP 11-15 Le I LISb ' 9uaAw L5 t4- 1�'� . 1 �}sb 1/9/2009 MN- gni ,18 1 i I .4.1111 I ' IMO l L. ..'.! i•.:i -'. 1/1/ Ill V t 1 1.:::- 1.' 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Mattson Barghausen Consulting Engineers, Inc. 18215 72nd Avenue S Kent, WA 98032 RE: Request for Application Extensions Jacksons Store Number 631 -13138 Interurban Av S Dear Ms. Mattson, This letter is in response to your written request for extensions to Permit Application Numbers D11 -285, D11 -286, D11 -287, M11 -118, PG11 -126, EL11 -0791, and EL11 -0792. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration dates an additional 90 days, through May 18, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, shall ician File: Permit No. D11 -285 through 287 M11 -118, PG11 -126, EL11 -0791, and ELI 1 -0792 W: \Permit Center\Extension Letters\Applications\2011\EL1 1 -0972 Application Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Bill Rambo, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 January 5, 2012 RE: Request for Extension of Application Jacksons Store No. 631 13138 Interurban Avenue South, Tukwila, Washington Our Job No. 14700 Dear Bill: CIVIL ENGINEERING, LAND PLANNING, SURVEYING In response to your letters dated January 3, 2012; and on behalf of PacWest Energy, LLC (d.b.a. Jacksons Food Stores, Inc.), we respectfully request the maximum 90 -day extension of our permit application starting from February 19, 2012 for the following permits: 1. D11 -285: 2. D11 -286: 3. D11 -287: 4. PG11 -126: 5. M11 -118: 6. EL11 -0791: 7. EL11 -0792: Demolition Permit Building Permit — Store Building Permit — Canopy Plumbing Permit — Project Mechanical Permit — Store Electrical Permit — Store Electrical Permit — Canopy We request the extension of these permits at this time to allow us to coordinate the financing and GC selection. We expect the permits to be picked up well within this time frame. Thank you for the notifications of the pending application expiration date. If you have any questions in regard to this extension request, please contact me at 425.656.1063 or by email at cmattson @barghausen.com. Sincerely, ,t4t4 0-6v415-11110-ibt &,,,&.1 OI /DG /ZO /Z CJM /ps 14700C.008 enc: As Noted cc: Jack Davis, Jacksons Food Stores Caryl J. Mattson Design Engineer 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES • OLYMPIA, WA • CONCORD, CA • TEMECULA, CA www.barghausen.com flECSIVED OM OF'TUKWILA IJAN :0.5.2012 1 PERMIT CENTER C Department of Community Development Jack Pace Director • City of Tukwila • Jim Haggerton, Mayor 01 -03 -2012 CARYL MATTSON 18215 72 AV S KENT WA 98032 RE: Permit Application No. D11 -286 JACKSONS STORE NO 631 13138 INTERURBAN AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 08/23/2011, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/19/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, bLUJ Bill Rambo Permit Technician Fil Permit File No. D11 -286 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • City of Tukwila Jim Haggerton, Mayor January 4, 2012 Department of Community Development Jack Pace, Director Caryl Mattson Barghausen Consulting Engineers 18215 72 Ave S Kent, WA 98032 RE: Correction Letter #3 Development Permit Application Number D11 -286 Jackson Store No. 631 -13138 Interurban Av S Dear Ms. Mattson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D11 -286 W:\Permit Center \Correction Letters \2011\D11 -286 Correction Letter #3.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 DATE: PROJECT: PERMIT NO: • • PUBLIC WORKS DEPARTMENT COMMENTS January 4, 2012 Jackson Store No. 631 13138 Interurban Ave S D11 -286 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please revise point of connection on Landscape Irrigation Plan sheet L3 to match civil plan sheet C5.0. Public Works has confirmed with project civil engineer that the landscape irrigation point of connection is on the south side along 48th Ave South. Other /Joanna/D 11 -286b • Pat Taitano • • DII_2g� From: Haberman, Dave [Dave.Haberman @kingcounty.gov] Sent: Wednesday, November 30, 2011 2:59 PM To: Pat Taitano Cc: Hilderbrand, Douglas Subject: Authorization number 400017 -01 effective 11/30/2011 to Discharge Under Canopy to Sanitary Sewer (BCE #14700) No Control Document Required to Discharge to the Sanitary Sewer, Reference Number 400017 -01 Effective November 30, 2011. Dear Mr. Davis: King County has reviewed Pat Taitano's email request concerning whether your facility is in need of an authorization to discharge wastewater from your operation at Jacksons Food Store gas station under canopy, located at 13138 interurban avenue south, Tukwila, Washington, to the sanitary sewer. It is my understanding from Pat Taitano's email from November 30, 2011 that you would like to connect the drain located beneath the canopy to the sanitary sewer and that the quantities of this surface runoff water will be limited. King County has determined that, based on the information provided and the processes occurring at your facility, at this time you do not need a permit or other written authorization to discharge your wastewater to the King County sanitary sewer system, in accordance with King County Code 28.84.060 (found at: www.kingcountv.gov /council /legislation /kc code.aspx). As a discharger of industrial wastewater you are required to meet discharge limitations as detailed in King County Code and King County Local Discharge Limits (found at: www.kingcounty.gov/ environment /wastewater /IndustrialWaste /Limits.aspx). If you propose to change the type or quantities of substances discharged, you must contact the King County Industrial Waste Program at least 60 days before making these changes. If you have any questions about this determination, or other questions about your wastewater discharge, please call me at 206 - 263 -3007 You may also wish to visit our program's Internet pages at: www.kingcountv.gov /industrialwaste. Thank you for helping support our mission to protect public health and enhance the environment. Sincerely, Dave Haberman Compliance Investigator King County Industrial Waste Program CORRECTION LTR# Z RECEIVE DEC 02 2011 PERMIT C NTER • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 18, 2011 Caryl Mattson Barghausen Consulting Engineers 18215 72 Ave S Kent, WA 98032 RE: Correction Letter #2 Development Permit Application Number D11 -286 Jackson Store No. 631 -13138 Interurban Av S Dear Ms. Mattson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. DI 1-286 W:\Pernrit Center\ Correction Letters\2011\D11 -286 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: October 24, 2011 Project Name: Jacksons Store No. 631 Permit #: D11 -286 Plan Review: Allen Johannessen, Plans Examiner •J Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. One more item of concern is where the Envelope Summary specified the building compliance is prescriptive. However the floor will not have any insulation where walls and roof /ceilings R values meet the prescriptive code. Since the floor is not insulated, provide an upgrade to the building envelope to compensate for the floor insulation with a component performance method. Revise the Envelope Summary form specifying Component Performance approach with the necessary form specifications and calculations. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. 1 PUBLIC WORKS DEPARTMENT COMMENTS DATE: November 16, 2011 PROJECT: Jackson Store No. 631 13138 Interurban Ave S PERMIT NO: D11-286 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit plans to KC Industrial Waste Division at 206 - 262 -3021 and submit letter of authorization to discharge the flows from under the canopy to sanitary sewer. 2) On sheet C5.0 of 12 the new connection for proposed 4" fire prevention service shall be done by a wet tap off the existing 12" water main. Please revise the callout. 3) Since the Public Works permit has a progressive fee, please submit a construction cost estimate. See item #2 on page 1 of the attached Bulletin A2. Othet/Joanna/D 11 -286a City of Tukwila 411 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 4, 2011 Caryl Mattson Barghausen Consulting Engineers 18215 72 Ave S Kent, WA 98032 RE: Correction Letter #1 Development Permit Application Number D11 -286 Jackson Store No. 631 -13138 Interurban Av S Dear Ms. Mattson, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, er Mar all t Technician en File ' .. D11 -286 W:\Permit Center \Correction Letters \2011011-286 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 7 9 Building Division Review Memo Tukwila -.wilding Division Allen Johannessen, Plan Examiner Date: August 30, 2011 Project Name: Jacksons Store No. 631 Permit #: D11 -286 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. Please provide an egress plan that clearly identifies all common paths of egress to the exit discharge. Emergency illumination shall be provided along the common paths of egress and shall have at least an average 1 foot - candle and a minimum at any point of 0.1 foot candle measured along the path of egress at the floor level. Emergency lighting shall also be required for exit discharge doorways and any related discharge components that lead to a public way. Coordinate emergency lighting plan with the electrical plans. (IBC Section 1006) 2. Prior to issuance of this permit, an approved set of plans from the King County Health Department must be submitted to the Permit Center. This item is not required to come in with the response to this correction letter — it can come in separately. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 02, 2011 PROJECT: Jackson Store No. 631 13138 Interurban Ave S PERMIT NO: D11-286 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit KC Non - Residential Sewer Use Certification executed by the Owner/Representative. 2) Please submit plans to KC Industrial Waste Division at 206 - 262 -3021 and submit letter of authorization to discharge the flows from under the canopy to sanitary sewer. 3) Since the domestic Reduced Pressure Principle Assembly (RPPA) and the fire prevention Detector Double Check Valve Assembly (DDCVA) are going to be installed inside the building please revise your plumbing permit to include these backflows and provide cut sheets for both. The other option is to apply for a separate Plumbing permit just for installation of these two backflows. 4) Point of connection for landscape irrigation does not match point of connection on your civil plans. Landscape plan L3of 4 shows deduct meter at west side of the property, while the civil plans show the same deduct WM on 48th Ave S. 5) Provide additional revisions per attached markups, shts C4.0 and C5.0 are attached. • • PEr•,Y �� � � ��`: � ¢ wadi Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -286 DATE: 01 -05 -12 PROJECT NAME: JACKSONS STORE NO. 631 SITE ADDRESS: 13138 INTERURBAN AV S Original Plan Submittal X Response to Correction Letter # 3 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buildin Di vision Public orks lit)■ Structural Fire Prevention Planning Division ❑ Permit Coordinator ig DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -10 -12 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -07 -12 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 11) 0 LI int PLAN EVE /RO TING SLIP ACTIVITY NUMBER: D11 -286 DATE: 12 -02 -11 PROJECT NAME: JACKSONS STORE NO. 631 SITE ADDRESS: 13138 NTERURBAN AV S Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Buildingg Division PubIic vvorKs 4 Fire Prevention Structural Planning Division Permit Coordinator r DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -06-11 Complete t1 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: Approved Notation: DUE DATE: 01 -03-12 Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only ( CORRECTION LETTER MAILED: I— Li— I Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: Documents/routing slip.doc 2 -28 -02 ERN11T COORD C(DRIO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -286 DATE: 10/17/11 PROJECT NAME: JACKSONS STORE NO. 631 SITE ADDRESS: 13138 INTERURBAN AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPAR it in iiv sl n _ cNIS ,ems 1411 Public orks MEN 5: Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 10/20/11 Not Applicable :Permit Center'Use Only :. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 44 REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/17/11 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center•Use Only CORRECTION LETTER MAILED: \‘'..—‘114— t y' Departments issued corrections: Bldg Fire ❑ Ping ❑ PW'' Staff Initials: Documents /routing slip.doc 2 -28 -02 WERMIT COORD COPrig PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -2&' DATE: 08/23/11 PROJECT NAME: JACKSONS STORE NO. 631 SITE ADDRESS: 13138 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEP R M NTS: I� l �� ( Aw' 4t)C `J \3. M is -t,\ Bui ding Division Fire Prevention Planning Division � �2• ll Structural ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete X Comments: Incomplete DUE DATE: 08/25/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 09/22/11 Not Approved (attach comments) 0 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: lolo1.qt Bldg Fire ❑ Ping ❑ PW [] Staff Initials: Documents /routing slip.doc 2 -28 -02 City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: ht4: //www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: I — — 2-0 1 2- Plan Check/Permit Number: t l 1 - 2 g (o ❑ Response to Incomplete Letter # ▪ Response to Correction Letter # 4 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: lA Y -SSOIJ S 265 Project Address: 1-7j i 3 \ 1r1 +&y r - tr ri A € OAR, Contact Person: c J y1 1 m A -r-rsO N Phone Number: 42S -656,-106,3 Summary of Revision: -1>O3 I c \ne,0 -E- 1,3 o- -ec-h'--) cliaceiVED WV OF TUKINNA 1JAN :0.5.20121 Mir geNTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of-re ioh (-2____. Received at the City of Tukwila Permit Center by: bt )A §g— Entered in Permits Plus on s - k HMppliestionsWorms- Applications On Lines2010 Application 7 -2010 - Revision Submittal.doc Created: 8- 13.2004 Revised: 7 -2010 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: httv: / /www.TukwilaWA.gov DEC 02 2011 I D EVELLOPIIhE aT Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/01/2011 Plan Check/Permit Number: D11 -286 Response to Incomplete Letter # Response to Correction Letter # 2 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Jacksons Food Store No. 631 Project Address: 13138 Interurban Avenue South, Tukwila, WA 98168 Contact Person: Ms. Caryl Mattson Phone Number: (425) 656 -1063 Summary of Revision: Building Division; Allen Johannessen, Plan Examiner 1) The RIO rigid insulation will be installed at the footing/foundation. We have found that it has been too difficult to upgrade the entire envelope, as the window glazing is difficult to find at 0.31. New Revision: The walk -in freezer has been moved to the right hand side of the Beer Cave; the 3- cooler doors in this area have been moved to the left of Beer Cave. The door to the walk -in freezer will swing out into the Back Room; we realize this swings into the exit path of travel; however, this door is rarely opened. The preference is to have it swing out; i.e. into the Back Room; if your review of code does not allow this; we can swing the door into the freezer. Kindly let us know and/or make a note on the plan. Public Works: Joanna Spencer 1) Enclosed is our e-mail authorization number 400017 -01 from Dave Haberman, King County Industrial Waste. 2) The call -out for the 4" fire prevention service has been revised. In addition, a wall mounted PIV has been added to replace the yard PIV previously shown; per Fire Marshal, Al Meztler. A cut sheet for the WIV is enclosed. 3) We have prepared a construction cost estimate; which is enclosed and have filled out Bulletin A2 as requested. A check in the amount of $3,478.60 is also included with this Type C application. Sheet Number(s): C1.0 -C6.2 (complete civil set for Public Works). A1.1, A1.2 and A1.4 (Allen) "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:Wpplicazions\Forms- Applications On Lina2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/14/2011 Plan Check/Permit Number: D11 -286 Response to Incomplete Letter # Response to Correction Letter # 1 LIIIe® CITV 00 Tt1ILR Revision # after Permit is Issued OCT 17 2011 Revision requested by a City Building Inspector or Plans Examiner 0ERM17 CENTER Project Name: Jacksons Food Stores 14631 Project Address: 13138 Interurban Avenue South, Tukwila, WA 98168 Contact Person: Ms. Caryl Mattson Phone Number: (425) 656 -1063 Summary of Revision: Building Responses: 1) Common paths of egress have been added to sheets A1.1 and E4.0. 2) Emergency lighting has been added; path is shown shaded. 3) Health department approval letter is attached. Public Works Responses: 1) Non - Residential Sewer Use Certification is attached. 2) King County Industrial Waste Division has been contacted and we are working with them to obtain this authorization. 3) Cut sheets for the RPPA and DDCVA are attached. The Plumbing Permit has been revised to add both of these valves. 4) Point of connection has been corrected; refer to C4.0 and C5.0. Roof framing was revised to acconunodate a revision to the mechanical units. The original design had two (2) and the new design has three (3). The two attached sheets were the only structural design plans to be affected; the calculations were not affected and did not require revision. Sheet Number(s): A1.1, E3.0, E4.0, E6.0, C1.0, C1.1, C2.0, C2.1, C3.0, C3.1, C3.2, C4.0, C5.0, C6.0, C6.1, C6.2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I I Entered in Permits Plus on H:\Applications \Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • After Recording Return to: City of Tukwila Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 20110418000041 BARGHAUSEN CON MISC 65.00 PAGE -001 OF 004 04/18/2011 09:15 KING COUNTY, WA 1 Y Title: Grantor: Grantee: Abbreviated Legal Description: Tax Parcel No.: Related Documents: {01490671.DOC;1 } Acknowledgment of Continued Compliance with City of Tukwila Parking Requirements PacWest Energy, LLC City of Tukwila Parcel A: That portion of Stephen Foster Donation Land Claim No. 38 in the NE Quarter of Section 15, Township 23 N., Range 4 East, Willamette Meridian, in King County, Washington. (Full Legal on Exhibit A) Parcel B: That portion of Stephen Foster Donation Land Claim No. 38 in the NE Quarter of Section 15, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington. (Full Legal on Exhibit A) Parcel C: A non - exclusive easement for ingress and egress and for utilities, sewers, gas lines ... (Full Legal on Exhibit A) Parcel D: A non - exclusive easement for access road and utility purposes over that portion ... (Full Legal on Exhibit A) 0003000108 None CITY AUG 2 S 2011 PERMIT CEO P12i(p • ACKNOWLEDGMENT OF CONTINUED COMPLIANCE WITH CITY OF TUKWILA PARKING REQUIREMENTS Property Owner: PacWest Energy, LLC King County Assessor's Tax Parcel ID No.: 0003000108 Permit Applications: Types of permits sought: Date of application: Application number: Tenant ImprovementBuilding Permit aiipber ,c), aO /O 1_10 -070 Pacwest Energy, LLC ( "Owner ") is seeking a [permit type] from the City of Tukwila. A prerequisite for receiving the permit is compliance with the City's parking requirements as specified in chapter 18.56 of the Tukwila Municipal Code ( "TMC "). The parking requirements have been satisfied by Owner obtaining a Temporary Permit from the City of Seattle -City Light Department (P.M. #230415 -1 -423, granted September 8, 2010). This Temporary Permit provide Owner with sufficient parking on property owned by City of Seattle that is adjacent to Owner's property. Owner acknowledges that the parking requirements of TMC 18.56 are an on -going requirement and that in the event the Temporary Permit is revoked or expires, Owner is still obligated to comply with the parking requirements established by the City of Tukwila. D o n D. Jackson, Manager PacWest Energy, LLC {01490671.DOC;1 } Exhibit A (Legal Description) Tax Parcel: 00300 - 0108 -08 PARCEL A: That portion of Stephen Foster Donation Land Claim No. 38 in the Northeast Quarter of Section 15, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: Beginning at the intersection of the centerline of 48th Avenue South, granted by the City of Seattle to the State of Washington as provided by Ordinance Number 93708 of the City of Seattle and recorded under Auditor's File Number 6313596, in King County, Washington, with the Northeasterly Margin of the City of Seattle transmission line right of way (formerly Puget Sound Electric Railway Right of Way); Thence North 49 °24'00" West, along said Northeasterly Margin, 22.50 Feet; Thence North 40 °36'00" East, parallel to said 48th Avenue South, 24.00 feet to the true point of beginning; Thence North 49 °24'00" West, parallel to said Seattle Transmission Line Right of Way, 165.50 feet; Thence North 40 °36'00" East, 126.00 Feet; Thence South 49 °24'00" East, 165.50 Feet; Thence South 40 °36'00" West, 126.00 Feet to the true point of beginning; Except that portion thereof conveyed to the City of Tukwila by Deed recorded under Auditor's File Number 6664371. PARCEL B: That portion of Stephen Foster Donation Land Claim No. 38. In the Northeast Quarter of Section 15, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: Beginning at the intersection of the centerline of 48th Avenue South, granted by the City of Seattle to the State of Washington as provided by Ordinance Number 93708 of the City of Seattle and recorded under Auditor's File Number 6313596, in King County, Washington, with the Northeasterly margin of City of Seattle Transmission Line Right of Way (formerly Puget Sound Electric Railway Right of Way); Thence North 49 °24'00" West, along said Northeasterly Margin, 22.50 feet to the true point of beginning; Continuing thence North 49 °24'00" West, along said Northeasterly Margin, 165.50 Feet; Thence 40 °36'00" East, Parallel to said 48th Avenue South, 24.00 Feet; Thence South 49°24'00" East, Parallel to said Seattle Transmission Line Right of Way, 165.50 Feet; Thence South 40 °36'00" West, 24.00 Feet to the true point of beginning; Except that portion thereof conveyed to the City of Tukwila by Deed recorded under Auditor's File Number 6664371. {01490671.DOC;1 ) • PARCEL C: A non - exclusive easement for ingress and egress and for utilities, sewers, gas lines and other similar uses in and over that portion of Stephen Foster Donation Land Claim No. 38 in the Northeast Quarter of Section 15, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: Beginning at the intersection of the centerline of 48th Avenue South, granted by the City of Seattle to the State of Washington as provided by Ordinance Number 93708 of the City of Seattle and recorded under Auditor's File Number 6313596, in King County, Washington, with the Northeasterly margin of the City of Seattle Transmission Line Right of Way (formerly Puget Sound Electric Railway Right of Way); Thence North 49°24'00" West, along said Northeasterly margin 188.00 feet to the true point of beginning; Continuing thence North 49 °24'00" West along said Northeasterly margin, 130.21 feet; Thence North 40 °36'00" East, parallel to said 48th Avenue South, 24.00 feet; Thence South 49 °24'00" East, parallel to said Seattle Transmission Line Right of Way, 130.21 feet; Thence South 40 °36'00" West 24.00 feet to the true point of beginning. PARCEL D: A non - exclusive easement for access road and utility purposes over that portion of Stephen Foster Donation Land Claim No. 38 in the Northeast Quarter of Section 15, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington, described as follows: Beginning at the intersection of the centerline of 48`h Avenue South, granted by the City of Seattle to the State of Washington as provided by Ordinance Number 93708 of the City of Seattle and recorded under Auditor's File Number 6313596, in King County, Washington, with the Northeasterly margin of the City of Seattle Transmission Line Right of Way (formerly Puget Sound Electric Railway Right of Way); Thence North 49 °24'00" West, along said Northeasterly margin 288.21 feet to the true point of beginning; Thence South 40 °36'00" West, parallel to said 4.8`h Avenue South, 100.00 feet to the Northeasterly margin of Interurban Avenue South; Thence North 49 °24'00" West, along said Interurban Avenue South, 60.00 feet; Thence North 40 °36'00" East, 100.00 feet to said Northeasterly margin of the Seattle Transmission Line Right of Way; Thence South 49 °24'00" East, along said Northeasterly margin, 60.00 feet to the true point of beginning. {01490671.DOC;1 } • • Food ::and Facilities :Priigtain 401 :Fifth /eriue,:Siiite:.1100; Seattle; WA 98104_ .18,18 `.: 206 -396 -4632; Fax.206 =296 0188 '.::: www,ktngcounty.gov /health ='r: October 17, 2011 Caryl Mattson Barghausen Consulting Engineers, Inc. 18215 72 "I Ave S. Kent, WA 98032 Pub`l c e tli Seattle: & Rin,gg> County: Transmitted via electronic mail and US Mail RE: Plans and Specifications for: Jacksons Food Store No. 631 at 13138 Interurban Ave S, Tukwila, WA 98168 SR1212340 P/E 6703 (Risk 3; 0-12 seats) Dear Ms. Mattson, 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 and subject to the following conditions: • It is strongly recommended that hot water for the restroom handwash sinks be plumbed from the main hot water heater instead of using an instant warm type water heater unit under each sink. • Please be aware that handwash sinks that do not provide water of at least 100 degrees Fahreneheit for at least 15 seconds is a red critical violation. Red critical violations cited three (3) times in a twelve (12) month period may result in permit suspension and closure of the food service establishment. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your establishment has been assigned the following plan review service number SR1212340. 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. If you plan to commence operation on or after September 19C, the permit fee will be pro -rated to half the amount. On or after December 1 st, the fee is pro -rated to 25% the amount. 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 Diane Agasid via phone (206 - 296 -9750) or email (diane.aeasidQkingcountv.gov) 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. Please refer to the enclosed Preoperational Checklist for more information. CAN OF TUKWIIA nrr 1 7 2011 PERMIT CENTER CORRECTION l7R# Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection. However, it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $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 four (4) hours for this new project. An invoice will be sent to you after the preoperational inspection and must be paid immediately. Contact your local building department or water district if pre - treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. Tf you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane A. Bondoc, R.S. Food and Facilities Plan Reviewer DAB Cc: PacWest Energy LLC, Owners lig King County Department of Natural Resources and Parks Wastewater Treatment Division HO (31 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 '313B Ii3-021ARIBi AN G `� Property Street Address City State ZIP PP at 51- tc y Owner's Name C 1 A t ni Subdivision Name,t TEE— Lot # 1. L � *LAT Subdiv. # Block # Building Namel'Acs- v -vJI.1S ORi✓ 1f 51 (if applicable) (tea ) sf3s -� E 7o (1a5V Owner's Phone Number (with Area Code) (2V(' ) 2.467 o'7 t 0 Property Contact Phone Number (with Area Code) Owner's Mailing Address 345o S C O(Y 111612.,Ci A L. CT Mtn Di Prty , I Dfk 1-!o S-3/04- 2_ Property Tax ID 4O 030©0 I O& Party to be Billed (if different from owner) Al TW % APR IL CASS i 15 PA6 City or Sewer District C- /r�7).' �j�_[, . Z ti XL.2' /Z.A Date of Connection / !3 (a51- 2e'7'-"L) Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? gYes ❑ No Was building on Sanitary Sewer? ,Yes ❑ No Was Sewer connected before 2/1/90? ,*Yes ❑ No Sewer disconnect date: %_D Type of building demolished ?G0/1/t/eN/E/1ree. 7afefC ' /4r W Request to apply demolition credit to multiple buildings? XYes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 3 4, Sink, Clinic flushing 8 8 Sink, kitchen 3 2 1 '3 Sink, other (service) 3 1.5 a 3 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 ( 5 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 2 j °L Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: RECEIVOP CITY OF TUKWILA Estimated Wastewater Discharge: OCT 2011 Gallons /caARMIT CENTER Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (addA &B) JORRECTIOPI TR# I RCE A B RCE Dtt z� 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 revised capacity charge. AO/. -4' .0.ard Date % ' 20 // Signature of Owne Print Name of Ow 1058 (Rev. 9/07) epresent tiv epresentati n1/9-77;4)A,/ White = Kina Countv Yellow — Local Sewer Aaencv Pink — Sewer Customer Pat Taitano D I" 2 8 From: Haberman, Dave [Dave.Haberman @kingcounty.gov] Sent: Wednesday, November 30, 2011 2:59 PM To: Pat Taitano Cc: Hilderbrand, Douglas Subject: Authorization number 400017 -01 effective 11/30/2011 to Discharge Under Canopy to Sanitary Sewer (BCE #14700) No Control Document Required to Discharge to the Sanitary Sewer, Reference Number 400017 -01 Effective November 30, 2011. Dear Mr. Davis: King County has reviewed Pat Taitano's email request concerning whether your facility is in need of an authorization to discharge wastewater from your operation at Jacksons Food Store gas station under canopy, located at 13138 interurban avenue south, Tukwila, Washington, to the sanitary sewer. It is my understanding from Pat Taitano's email from November 30, 2011 that you would like to connect the drain located beneath the canopy to the sanitary sewer and that the quantities of this surface runoff water will be limited. King County has determined that, based on the information provided and the processes occurring at your facility, at this time you do not need a permit or other written authorization to discharge your wastewater to the King County sanitary sewer system, in accordance with King County Code 28.84.060 (found at: www.kingcountv.eov /council /legislation /kc code.aspx). As a discharger of industrial wastewater you are required to meet discharge limitations as detailed in King County Code and King County Local Discharge Limits (found at: www.kingcountv.gov/ environment / wastewater /Ind ustrialWaste /Limits.aspx). If you propose to change the type or quantities of substances discharged, you must contact the King County Industrial Waste Program at least 60 days before making these changes. If you have any questions about this determination, or other questions about your wastewater discharge, please call me at 206 - 263 -3007 You may also wish to visit our program's Internet pages at: www. kingcounty.gov /industrialwaste. Thank you for helping support our mission to protect public health and enhance the environment. Sincerely, Dave Haberman Compliance Investigator King County Industrial Waste Program PERMANENT FILE COPY CORRECTION LTR# RECEIVED DEC 0 6 701 TUKWILM PUBLIC WORKS 1)11%4'86 ID ECEBVE DEC 02 2011 OT CENTEP A Contractors or Tradespeople P ter 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 EVERGREEN ENVRNMENTAL SVCS INC UBI No. 601540547 Phone 4253553028 Status Active Address 17108 9Th Ave Se License No. EVERGES061J5 Suite /Apt. License Type Construction Contractor City Mill Creek Effective Date 4/25/1994 State WA Expiration Date 1/14/2014 Zip 98012 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NORTHTE083ML NORTHWEST TANK/ ENVIR SVCS INC Construction Contractor Tanks /Tank Renovation Demolition 7/13/1992 4/5/1994 Archived NORTHTT099JS NORTHWEST TANK TESTING Construction Contractor Tanks /Tank Renovation Demolition 4/10/1991 4/5/1992 Archived EVERGCS961N5 EVERGREEN CRANE SERVICES INC Construction Contractor General Unused 8/31/2004 8/31/2006 Out Of Business Business Owner Information Name Role Effective Date Expiration Date HINES, JOHN President 04/25/1994 Amount Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS SURETY Et INDEM CO 856831C 12/15/2001 Until Cancelled $12,000.00 01/14/2002 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 15 EVEREST INDEMNITY INS CO EF4ML00098091 12/15/2008 12/15/2012 $2,000,000.0012 /14/2011 14 EVEREST INDEMNITY INS CO 4000007192071 12/15/2007 12/15/2008 $2,000,000.0012 /11/2007 13 HUDSON SECIALTY INS CO FEC6110300 12/15/2006 12/15/2007 $2,000,000.0012 /14/2006 12 EVEREST INDEMNITY INS CO 40000016780 61 12/15/2005 12/15/2007 $2,000,000.0012 /04/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 03/23/2012 DRAWING TITLE SECTION ELEVATION REVISIONS CEILING HEIGHT KEYED NOTES FINISH MATERIAL DRAWING I.D. NUMBER SHEET DESIGNATION SCALE: SCALE DRAWING SCALE SHEET NUMBER SECTION I.D. NUMBER SHEET WHERE SECTION IS LOCATED ELEVATION I.D. NUMBER SHEET WHERE ELEVATION IS LOCATED CD 1-____-,ADDENDUM NUMBER .- REVISED AREA CLOUDED -CEILING HEIGHT ABOVE FINISHED FLOOR KEYED NOTE DESIGNATION ON APPLICABLE SHEET FINISH DESIGNATION P -1 TRIM ONLY- COMMENTS, IF APPLICABLE DETAIL (ENLARGEMENT) DETAIL ELEVATION HEIGHT EQUIPMENT NUMBER AREA TO BE ENLARGED- .--- - - - -`. DETAIL I.D. NUMBER SHEET WHERE DETAIL IS LOCATED DETAIL I.D. NUMBER SHEET WHERE DETAIL IS LOCATED 10O' -��- ELEVATION HEIGHT T.O. SLAB F -REFERENCE POINT SIZE, DESCRIPTION Sc ELEVATION 10082' W ®18 _ A.F_F._______ SEE PC. Ao�E &2 REFERENCE NOTES EQUIPMENT NUMBER- -' SEE EC. NOTE 1 DOOR NUMBER WINDOW DESIGNATION GRAPHICS DESIGNATION OD APPLICABLE CODES: 2009 INTERNATIONAL BUILDING CODE ' 2009 UNIFORM PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 NATIONAL ELECTRICAL CODE 2009 WASHINGTON STATE ENERGY CODE 200.3 ICC /ANSI Al 117.1 -2003 O� -DOOR NUMBER DESIGNATION 0.4,- WINDOW DESIGNATION 0.e- GRAPHICS DESIGNATION WASHINGTON STATE AMENDMENTS AND PUBLISHED CODE ADOPTED CODES OF THE CITY OF TUKWILA, WA SCOPE OF WORK DEMOLISH EXISTING MINI - MARKET AND CAR WASH STRUCTURE. • CONSTRUCT NEW MINI - MARKET WITH LEARNING CENTER FOR THE TRAINING OF JACKSONS' EMPLOYEES /MANAGERS. • REPLACE CANOPY OVER REFUELING AREA; REMOVE & REINSTALL (4) REFUELING DISPENSERS OWNER: PACWEST ENERGY, LLC dba JACKSONS FOOD STORES 3450 E COMMERCIAL COURT MERIDIAN, ID 83642 PROJECT CONTACT: JACK DAVIS (208) 841 -0496 ARCHITECT / CIVIL ENGINEER: LANDSCAPE ARCHITECT: BARGHAUSEN CONSULTING ENGINEERS INC. 18215 - 72ND AVENUE SOUTH KENT, WA 98032 PROJECT CONTACT: MS. CARYL MATTSON (425) 251 -6222 x 1063 BARGHAUSEN CONSULTING ENGINEERS INC. 18215 - 72ND AVENUE SOUTH KENT, WA 98032 PROJECT CONTACT: MR. ARTHUR M. SEIDEL (425) 251 -6222 x 7459 STRUCTURAL ENGINEER STORE: STRUCTURAL ENGINEER CANOPY: ELECTRICAL / MECHANICAL / PLUMBING ENGINEER: GEOTECHNICAL ENGINEER: SURVEYOR: SEPARATE PERMIT REQUIRED FOR eChaanIcal efcni Gas Piping City of Tukwila BUILDING DIVISION COLLONS +SMITH STRUCTURAL ENGINEERS 485 FRONT STREET N. - SUITE F -3 ISSAQUAH, WA 98027 PROJECT CONTACT: MR. BRYAN COLLONS (425) 369 -1104 BESTWORTH ROMMEL INC 19818 74th AVENUE NE ARLINGTON, WA 98223 PROJECT CONTACT: MR. JERRY WIESE (360) 435 -2927 ABOSSEIN ENGINEERING 1844 - 114th AVE. NE. BELLEVUE, WA 98004 PROJECT CONTACT: MR. GARY WOMACK (425) 462 -9441 GEOTECH CONSULTANTS, INC. 13256 NE 20TH STREET, NO. 16 BELLEVUE, WA 98005 PROJECT CONTACT: MR. MARC MCGINNIS, PE (425) 747 -5618 BARGHAUSEN CONSULTING ENGINEERS INC. 18215 - 72ND AVENUE SOUTH KENT, WA 98032 PROJECT CONTAC AAR DENNIS SALTYS (425) 251 -6222 x7457 AIR QUALITY PUGET SOUND CLEAN AIR AGENCY 1904 THIRD AVE, SUITE 105 SEATTLE, WA 98101 800.595.4341 DEPARTMENT OF ECOLOGY WASHINGTON STATE DEPT. OF ECOLOGY P 0 BOX 47600 OLYMPIA, WA 98504 -7600 BUILDING CITY OF TUKWILA DEPT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 206.431.3670 FIRE CITY OF TUKWILA FIRE DEPT 444 ANDOVER PARK EAST TUKWILA, WA 98188 206.575.4407 ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER UNLESS AGREED OTHERWISE. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL 10. REQUIRED CITY, COUNTY AND /OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 11. 2. IT IS THE INTENT OF THE OWNER, THE ARCHITECT AND THEIR CONSULTANTS, THAT ALL WORK DEPICTED IN THESE DRAWINGS AND SPECIFICATIONS IS TO BE PROVIDED BY THE 12. GENERAL CONTRACTOR. ANY REFERENCES TO THE CONTRARY THROUGHOUT THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS IS NOT INTENDED. ADDITIONALLY, GC IS 13. TO REFER TO THE BID DOCUMENT PACKET AND /OR OWNER'S SCOPE OF WORK DOCUMENT(S)WHICH SHALL TAKE PRECEDENCE OVER SCOPE THAT MAY BE PRESENTED IN 14. THIS SET OF CONSTRUCTION DOCUMENTS OR SPECIFICATIONS. THE SCOPE OF WORK DOCUMENT IS INTENDED TO IDENTIFY ALL OWNER SUPPLIED ITEMS OR WORK PROVIDED BY OTHERS. ABSENCE OF THESE DOCUMENTS MEANS ALL WORK NOTED IS THE 15. RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS THE OWNER HAS SPECIFIED OTHERWISE DURING THE BID PROCESS. 3. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. 16. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION AS THE APPROVED PLANS. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA AND CHANGE ORDERS. 4. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH 17. DISCREPANCIES WITH THE ARCHITECT OR PROJECT MANAGER PRIOR TO COMMENCING WORK. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS. THE ARCHITECT OR PROJECT MANAGER SHALL BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH WORK. 18. 5. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. GC TO NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS WITH GOVERNING CODE REQUIREMENTS BEFORE PROCEEDING FURTHER WITH THE AFFECTED WORK. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY 19. OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 7. G.C. TO PROVIDE FIRE SPRINKLER SYSTEM AND ALARM SYSTEM (WHEN REQUIRED BY CODE AND NOTED AS REQUIRED BY THESE PLANS) IN ACCORDANCE WITH NFPA REQUIREMENTS. FIRE SPRINKLER CONTRACTOR IS TO SUBMIT COMPLETE SHOP DRAWINGS, LAYOUT AND RELATED DATA TO BUILDING DEPARTMENT AND FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 8. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED SHOP DRAWINGS /DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 9. REVISION NO changes shall be made to the scope Of work without prior approval of TU *,ila Building Division. Nz;r7; I ov'keens will require a new plan submittal and may include addlitional plan review fees. Permit No. PI r iew approval is : to of constructtn documents does not authorize tai :3!tion f any adopted code or on:iinanc e. Receipt is ,Ug2d: Lpproved Fie! By Date: upland \ ww. 15YkilA 1";‘)) ST A- aty ala THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF ALL UTILITIES INCLUDING FLOOR SINKS, FLOOR DRAINS, SLOPES /SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING AND STUBOUTS FOR FUTURE EQUIPMENT WHERE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL BUILDING IS OCCUPIED. ALL DEBRIS SHALL BE REMOVED FROM PREMISES REGULARLY AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, TELEPHONE, FACSIMILE OR METHOD TO RECEIVE E -MAIL, PRINTER AND TOILET FACILITIES AS REQUIRED. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UN- CRATING, INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER OR VENDOR FURNISHED ITEMS. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING VALVES, AND ROOF TOP EQUIPMENT WITH PLASTIC PHENOLIC ENGRAVED PLATES ATTACHED TO IDENTIFY THE EQUIPMENT USE OR PURPOSE. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. SPECIAL INSPECTION REQUIREMENTS MAY APPLY TO ALL STRUCTURAL EMBEDMENTS OR POST INSTALLED ANCHORS. GC SHALL CONFIRM REQUIREMENTS PRIOR TO INSTALLATION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE MEANS AND METHODS FOR ERECTION PROCEDURE AND SEQUENCE OF THE CONSTRUCTION. GC TO INSURE THE SAFETY OF ALL INSTALLED IMPROVEMENTS, BUILDINGS AND THEIR COMPONENT PARTS DURING ERECTION. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH AND ARE DEEMED EQUAL TO SPECIFIED MATERIAL. GENERAL CONTRACTOR IS TO SUBMIT PROPOSED SAMPLES OF SUBSTITUTIONS, ALONG WITH SAMPLE •F THAT SPECIFIED IN DRAWINGS FOR REVIEW BY THE ARCHITECT OR PROJECT MANAGE '' ° -• UBSTITUTIONS WILL ONLY BE APPROVED IF SPECIFIED MATERIAL IS PROVEN TO BE UNAVAILABLE WITHIN A REASONABLE TIME FRAME OR THE SUBSTITUTION IS A BENEFIT TO THE OWNER RELATED TO COST OR SCHEDULE TIME SAVINGS. THE PROJECT BOUNDARIES SHALL BE SHALL BE CONFIRMED BY THE GC PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY BEFORE PROCEEDING WITH CONSTRUCTION. PLANNING APPROVED No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: Date: ECT! IN .3UILDI T -1 AS1 A1.1 El A1.1a A1.2 Ea A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 TITLE SHEET ARCHITECTURAL SITE PLAN CONSTRUCTION FLOOR PLAN DOOR/ WINDOW LEGEND FLOOR PLAN TILE LAYOUT REFLECTED CEILING PLAN EQUIPMENT FLOOR PLAN ROOF PLAN INTERIOR RESTROOM ELEVATIONS CASHIER CABINET PLAN & ELEVATIONS BEVERAGE CABINET PLAN & ELEVATIONS COOLER/ FREEZER PACKAGE A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 A3.2 A3.3 A3.4 SD.1 SD.2 STORE SECTIONS WALL SECTIONS/ DETAILS DETAILS THERMOCROMEX APPLICATION DETAILS TRASH ENCLOSURE PLAN & ELEVATIONS TRASH ENCLOSURE SECTION and DETAILS tti 0 U BUILDING STRUCTURAL: °'DRAWINGS El S1.1 O S1.2 S2.1 S2.2 S3.1 El S6.1 S6.2 S6.3 El S6.4 El S6.5 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES FOUNDATION PLAN ROOF FRAMING PLAN CONCRETE DETAILS TYPICAL WOOD FRAMING DETAILS WOOD FRAMING DETAILS WOOD FRAMING DETAILS WOOD FRAMING DETAILS WOOD FRAMING DETAILS ARCHITECT! DRAWINGS - ;.CANOPY;' CA.1 CA.2 CA.3 FUEL CANOPY ELEVATIONS FUEL CANOPY SLAB PLAN/ DETAILS FUEL CANOPY REFLECTED CEILING PLAN CANOPY STRUCTURAL, DRAWING CS1 CS2 CANOPY ELEVATION/ FRAMING PLAN/ FOUNDATION PLAN CANOPY SECTIONS/ DETAILS EL.ECTRII A INC E1.0 E2.0 E3.0 E4.0 E5.0 E6.0 • E7.0 GENERAL NOTES, SCHEDULES, AND PLAN INDEX SITE PLAN POWER & COMMUNICATIONS PLAN LIGHTING PLAN POWER RISER DIAGRAM PANEL SCHEDULES SPECIFICATIONS MECHANICAL RAWINGS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 30 2011 S City of Tukwila BUILDING DIVISION MO1 M02 Ell MO3 GENERAL NOTES, SCHEDULES, AND PLAN INDEX FLOOR PLAN - HVAC SPECIFICATIONS PLUMBING,DRAi INGS P01 BELOW SLAB FLR PLAN -WASTE & VENT, LEGEND, NOTES, SCHEDULE P02 FLOOR PLAN- DOMESTIC WATER, NOTES, SCHEDULES & DETAILS P03 PLUMBING SPECIFICATIONS CIVIL DRAWINGS. SEE CIVIL DRAWING INDEX REVISION 1 ILDING PER .TAP ATIOI ISSUE FOR JACKSONS REVIEW APPROVED ADR ISSUE FOR PERMIT REVIEW 00.00.00 00.00.00 08.22.11 ISSUE -DAT PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE 00.00.00 00.00.00 00.00.00 VIV2A(, CITY _. LA µti 232011 PERMIT CENTER PROJECT NUMBER 14700 SHEET NUMBER N 1 " =20' ARCHITECTURAL SITE PLAN RELOCATE VENT RISERS w/ SUPPORT \ 5' REQUIR SIDE YARED D EXISTING CATCH BASIN NEW LANDSCAPING WALL MOUNTED LIGHTING, TYPICAL OF 7 LEARNING CENTER ENTRY DOOR REDBOX DVD RENTAL LOCATION TBD REMOVE MONITOR WELL `1 ONE HOUR FIRE RESISTIVE WALL EXISTING RETAINING CURB TO REMAIN ALONG NORTHEAST PROPERTY LINE; NEW EGRESS WALK WILL BE FLUSH WITH TOP EXISTING VENT RISERS WILL BE RELOCATED RELOCATED NAT. GAS METER, CONNECT TO EXISTIING SERVICE (M- ERGENCI�'EX1T -N -\ J DEMOLISH EXISTING '2 296g'sf`-STRCJCTURE NEW ELECTRICAL ROOM ROPOSE LEARNING /\CENTER 6902gsf) CCUPANCYB YPE V -B LANDSCAPE U > o /N. \,...�_�. NEW / / % PROPOSED SPRINKLER / ! :MINI- MARKET RISER ROOM ///: \ PROPANE <� OCCUPANCYMSROGRAME y1` TYPE V -B r” ICE PROPOSED BLDG WALL SIGN REPLACE LOT LIGHT; POLE & FOOTING REMOVE OLD SIGN FOUNDATION TO GRADE REMOVE RV DUMP STATION NEW 13'- 4 "X10'X8' HIGH CONCRETE MASONRY TRASH ENCLOSURE w /(2) 6' HIGH GATES REMOVE OIL WATER SEPARATOR EXISTING HI —RISE I.D. S N LANDSCAPING • F EXISTING PARKING STALLS UNDER TEMPORARY PERMIT #230415 -1 -423 GRANTED 9.8.2010 BY CITY OF SEATTLE —CITY LIGHT DEPARTMENT Y0,c\ 1;:;•O EW INTERIOR PAR LOT LA SCAPING; 124. if (120sf RE 1IRED) i y LS: / 0 CONVERT (1) PARKING -7, STALL TO A LANDSCAPE ,pi PLANTER G,S, REPLACE LAWN WITH TYPE I LANDSCAPE; 12.5' WIDE GL EXISTING I.D. SIGN w/ EASEMENT FROM CITY OF SEATTLE —CITY LIGHT DEPARTMEN REPLACE LAWN AT SIGN BASE WITH TYPE I LANDSCAPE EXISTING POWER POLE MODIFY EXISTING PLANTER AREA PROPOSED TRUCK ,<`9 UNLOAD AREA; 10'X30' S:1*NEW LOT LIGHT, POLE & FOOTING REPLACE EXISTING CANOPY w/ NEW INCLUDING NEW FOOTINGS; REMOVE & REINSTALL DISPENSERS CAD GRADE w /GUARD POSTS PER SECTION 312, 2009 IFC; SALVAGE DRIVE SLABS EXISTING MONITOR WELL TO REMAIN, TYPICAL EXISTING FIRE HYDRANT NEW LOT LIGHT, POLE & FOOTING EXISTING OIL WATER SEPARATOR & BASIN TO REMAIN OCCUPANT LOAD CALCULATION WALK —IN COOLER /FREEZER (STORAGE): 526SF/300 = 1.75 OR 2 BACKROOM, UTILITY /ELECT AREA (STORAGE): 182SF/300 = 0.61 OR 1 SALES AREA (MERCANTILE ON GRADE): 1,613SF/30 = 53.8 OR 54 OFFICE (BUSINESS): 60SF /100 = 0.,60,_ OR 1 _ _ LEARNING CENTER (EDUCATIONAL) r F/ na = ( ) = 753SF /50net = 15> TOTAL OCCUPANT LOAD: (73 i L=\ PARKING CALCULATION PER PARKING DETERMINATION FILE # PL10 -057, PRE10 -012 C— STORE: , FIRST.., 22QQgg...,_.,_-,;__,.,--z----,,- -,.- „ - -.,- ,_ _.,. PRQVIDE_ ,2 _STA,LS ,, ( 2976gsf — 2200gsf = 776gsf/ 300 = 2.6 v USE 3 STALLS') \ /_-__a LEARNING CENTER: PROVIDE 11 STALLS TOTAL FOR BUILDING REQUIRED: X63 STALLS /7\ • RE— FUELING CANOPY: 1 STALL/ RE— FUELING BAY PROVIDE 8 STALLS (INFORMAL PARKING STALLS) TOTAL SITE PARKING REQUIRED: 24) STALLS J\ TOTAL PARKING EXISTING /PROPOSED: 11 STALLS ^ /3\ bl1 P.YL ®��i50 %04�Y 6d�i•,YY+,�®4tila"♦nYOt.+',.S' yd Shell RESPOND TO CITY ADJUSTED GSF AND ADJUSTED OCCUPANT ISSUED FOR ADMINISTRATIVE DESIGN REVIEW 0 0. a O 0 0 0 O 0 a_ co CD 0 N N N 0 0 0 0 N 0 z C7 w 0 NTERURBAN AVENUE S SITE DATA ADDRESS: 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON OWNER: PacWest ENERGY, LLC 3450 E. COMMERCIAL CT. MERIDIAN, ID 83642 CONTACT: JACK DAVIS, 208.888.3585; EMAIL: jack .davis ®jacksonsfoodstores.com SITE AREA: 24,450SF OR 0.56 ACRES APN: 0003000108 ZONING: CAI— COMMERCIAL /LIGHT INDUSTRIAL (BUILDING AREA: 2,296GSF EXISTING MINI — MARKET WITH ATTACHED CAR WASH (NOTE: CAR WASH IS NOT OPERATIONAL. SPACE USED FOR MINI — MARKET STORAGE) 1,478GSF EXISTING CANOPY OVER 4 MPD's 680GSF ADDITION FOR MINI — MARKET /2 \) 802GSF ADDITION FOR LEARNING CENTER 2.120GSF NEW CANOPY OVER 4 MPD's CONSTRUCTION TYPE: V —B SPRINKLERED (STORE); II —B (CANOPY) OCCUPANCY: M (STORE AND GAS); B (LEARNING CENTER) SCOPE OF WORK • DEMOLISH EXISTING MINI — MARKET AND CAR WASH STRUCTURE. • CONSTRUCT NEW MINI — MARKET WITH LEARNING CENTER FOR THE TRAINING OF JACKSONS' EMPLOYEES /MANAGERS. • REPLACE CANOPY OVER REFUELING AREA; REMOVE & REINSTALL (4) REFUELING DISPENSERS APPLICABLE CODES 2009 INTERNATIONAL BUILDING CODE 2009 UNIFORM PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 NATIONAL ELECTRICAL CODE 2009 WASHINGTON STATE ENERGY CODE 2003 ICC /ANSI A1117.1-2003 WASHINGTON STATE AMENDMENTS AND PUBLISHED CODE ADOPTED CODES OF THE CITY OF TUKWILA, WA N op z 0 w www jacksonsfoodstores.com 0) 0 0 cn 0 c 0 N 0 CONSULTANTS ARCHITECT /ENGINEER: BARGHAUSEN CONSULTING ENGINEERS INC. 18205 72ND AVENUE S. KENT, WA 98032 CONTACTS: CARYL J. MATTSON (425) 656 -1063 MARK PETERSON (425) 656 -7475 BUILDING STRUCTURAL ENGINEER: COLLONS +SMITH STRUCTURAL ENGINEERS 485 FRONT STREET N. N SUITE F -3 ISSAQUAH, WA 98027 CONTACT: BRYAN COLLONS (425) 369 -1104 PLUMBING /MECHANICAL /ELECTRICAL: ABOSSEIN ENGINEERING CONSULTANTS 2100 112th AVE. NE. SUITE 201 BELLEVUE, WA 98004 CONTACT: GARY WOMACK — PROJECT MANAGER 425- 462 -9441 ext 1006 GEOTECHNICAL ENGINEER: CONTACT: GEOTECH CONSULTANTS, INC. 13256 NE 20TH ST. SUITE 16 BELLEVUE, WA 98005 MARC McGINNIS, PE 425 - 747 -5618 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION 0 c 0 0 0 0 0) 0 0 N N N 0) 0 0 18215 72ND AVENUE SOUTH X CN N ONO 00 N O c0 00 N N Y CITY u. ; AUG 2 j 2011 PERMIT 0 0 -c N x631 s.dwg, x631 t.dwg, x631 _base.dwg, x631 ca.dwg, border.dwg MPETERSON 0) 0 0 Date /Time:8/22/201 1 10:51 -0 . 0 0 N 0 0 0 0 0 0 0 0 0 0 0 L 1 HR EXTERIOR WALL W.H. PLATFORM 1 HR EXTERIOR WALL 85' -2" EXTERIOR FINISH 85' -0" 21' -0" 25' -2" F.O.S. i t:: a:,L 9L�;•', : e.:rls'C.';�]i+i.:;n >'�Y:`�:•.. .. ^.':"'''.!�,.Y."•"jy'e•� siY�...``.•�h;» _._.... ..`.� r. _ro :t: . 1" MIN AIRSPACE 24' -62' COOLER BOX +sy- ::sr,•::.;ri;'•�; . >ir. : %ir.t.... .. '` ?'.;- `- 'vdY,:.i:i`.ci*`. {, 13;5.1': 1 I Iffli I yI r $1' MONVIIIIiiitNew_! I MOP BUCKET &BROOM J, �I \+ • •, I AREA 2' -9" 4' -l" 4' -0" ELY 33' -10" 5' -0" Th » 50 BA K ROOM WALK -IN FREEZER RECESSED FLR PAINT �Yf }`C:.i`i`L`i :.`i'::'.", <.'r."�a'a •. ..+aac ^�C`�i A.�'rr ;A,:;;. ;:f i.��c,'Ali.nf �' w.. =V' :�r�r:`�k �':.: .a F.O.S. D 0 VERIFY ROOF ACCESS LADDER W/ ROOF TRUSS LOCATIONS 7' -0" FOUNTAIN 3' -10" SOFFIT BEER CAVE 0o 2 SHELVES 2' -7" 5'- a 11 NET OPENING 6-8j2" PAINT NW' 'fib ► RECESSED FLR -LINE OF SOFFIT ABOVE FIRE SPRINKLER RISER LEARNING CENTER RECESSED FLR ±1 Y" BEYOND FREEZER WALLS; SEE MANUF SPEC FOR FLR INSUL REQ. 3' -11" COFFEE SOFFIT 11' -11" • 1 SEE CABINET PLANS /DETAILS ................ PAINT 4' -0" © CASHIER NL SOFFIT WALL PIV- MODEL 'MUELLER A- 2C814 "; 36 -48" ABOVE GRADE PAINT 0 1" MIN AIRSPACE AA ∎A3.1 5 WALK -IN COOLER PROVIDE WATER & ELECTRICAL STUB UP UNDER ISLAND BAR 15-0" 14' -12' 110V FLOOR OUTLET PAINT 4' -8" PAINT 11 CONSTRUCT 9'x1 'x8" HIGH 1 HARD LID DROP EILING OVER CASHIER AEA; 1'4' WIDTH WILL BE ENTERED OVER 6' SECTION OF COUNTERTOP BELOW 9' -2" INSIDE DI 110V FLOOR OUTLET} COM OF E ON PATH ESS SEALED DOWNSPOUT IN WALL 1 1 OV FLOOR OUTLET 3' -2" COMMON PATH OF EGRESS COMMON PATH OF EGRESS 6" HIGH EYES OWR' AWN�II C -. ATTA WITH CLEAVE /ROD EXT. ELEVATIONS SEALED DOWNSPOUT IN WALL PAINT ` F.O.S. >.:'+'S.' •`ri• ;z�r:r;;`: -.: .'�,1;'",Y :�'• °.�=- i= ^�•y`' _r . "r�;':.. •S,x:.u,. �' =�s�r � °. ...'r:;< SEALED DOWNSPOUT IN WALL LINE OF GUTTER ABOVE F.O.S. 3' -2" R.O. 6' -0" 10' -4" 4' -8" 6' -8" 1 2 -. CHANNEL CANOPY AB0JE ATTACHED WITH CLEAVE /ROD SEE EXT. ELEVATIONS 40' -0" 27' -8" R.O. STOREFRONT 41' -1" 68' -9" 11' -o4" 5' -0" 85' -0" CONSTRUCTION FLOOR PLAN 0 2 4 WOOD STUDS DRYWALL: 1. INSTALL GYPSUM BOARD IN ACCORDANCE WITH RECOMMENDATIONS OF GYPSUM ASSOCIATION GA -216. FLAME SPREAD CLASS: 2. SCREWS: SELF - DRILLING, SELF - TAPPING, TYPE "S ". SIZES ARE RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR WALL AND CEILING APPLICATIONS. 12 FINISH VARIES, REFER TO INTERIOR ELEVATIONS SUBSTRATE Y2" GYB. BD. WATER RESISTANT 0 SINKS NP. BOTH SIDES 16" O.C. X - FINISH VARIES, REFER TO INTERIOR ELEVATIONS %" GYP. BD. BOTH SIDES AT DRY CONDITIONS PLAN TYPICAL INTERIOR WALL PLAN SCALE: NTS CASHIER - RAISED FLOOR CONSTRUCTION: 1. 2x4 WOOD STUDS 0 16" 0.C. PLACED HORIZONTALLY OVER CONCRETE SLAB; PROVIDE A "FRAME" AROUND THE RAISED FLOOR AREA; 2. in EXTERIOR GRADE PLYWOOD OVER THE 2x4's, USE 2" WOOD SCREWS 3. g" CONCRETE BACKER BOARD OVER PLYWOOD, ATTACH w /2" SCREWS 4. INSTALL CABINETS 5. THIN -SET TILE; 4" BACKER BOARD REQUIRED AT TOE -KICK w /4" CUT TILES 6. APPROXIMATE FINISHED HEIGHT OF RAISED CASHIER IS 5" THIN -SET FLOOR TILE " BACKER BOARD, ATTACH w /SCREW g" EXTERIOR GRADE PLYWOOD; ATTACH TO STUDS w /2" WOOD SCREWS WOOD STUDS 0 "16" O.C. CONCRETE SLAB • NOTE: SHIM AS REQUIRED TO PROVIDE A LEVEL CASHIER PLATFORM; ATTACH PERIMETER OF PLATFORM TO ADJACENT WALLS WHERE APPLICABLE 01 CASHIER FLOOR SECTION SCALE: NTS i • USE WATER RESISTIVE GYP. BOARD 0 ALL WET AREAS • FACE OF COOLER /FREEZER SHALL RECEIVE " GYP. BOARD FROM FLOOR TO CEILING (LESS DOORS /FRAMES), AS APPLICABLE DOOR / WINDOW LEGEND: SEE SHEET A1.1A FOR DOOR AND WINDOW SPECIFICATIONS INSULATION SCHEDULE Energy Regulations 2009 WA. STATE ENERGY CODE- ROOF: WALL: R -38 1 LOWe GLAZING: OPAQUE DOORS: ABBREVIATIONS: F.O.F . F.O.S . GENERA NOTES A. JACKSONS VP CONSTRUCTION, HEREIN AFTER, REFERRED TO AS "OWNER." B. CONTRACTOR SHALL INSTALL NEW PARTITIONS /WALLS WITH DRY WALL AND FINISHES TO AS NOTED. FINISHES MUST BE SMOOTH, LIGHT, AND WASHABLE, I.E., RESISTANT TO MOISTURE. ALL PARTITIONS /WALLS SHALL BE BRACED FOR LATERAL FORCES, PER BUILDING CODE REQUIREMENTS. C. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR FROM CABINET AND EQUIPMENT CLEARANCES PRIOR TO WALL ERECTION. DISCREPANCIES SHALL BE DIRECTED TO OWNER. D. DIMENSIONS OF NEW WALLS ARE FROM FACE OF STUD. E. ALL COUNTERTOPS SHALL BE MAX. 34" A.F.F., WITH THE EXCEPTION OF SALES /CASHIER'S COUNTERTOP. 3 -FOOT WIDE ACCESSIBLE AREA TO BE 34" A.F.F. CONTRACTOR SHALL COORDINATE WORK WITH CABINET INSTALLER FOR CABINET INSTALLATION. CONTRACTOR TO ROUTE UTILITIES THROUGH CABINETS. CONTACT CABINET INSTALLER FOR SITE SPECIFIC CABINET SHOP DRAWINGS. F. GENERAL CONTRACTOR TO CONFIRM EQUIPMENT REQUIREMENTS PER OWNER PRIOR TO INSTALLATION OF UTILITIES, WALLS, AND CABINETS. G. CONTRACTOR SHALL PROVIDE A CLEAN, SMOOTH SURFACE FOR THE GRAPHICS INSTALLATION. H. CERAMIC AND /OR PORCELAIN WALL /FLOOR TILE SHALL BE INSTALLED BY THE GENERAL CONTRACTOR ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. I. CONTRACTOR SHALL ASSIST THE OWNER WITH STORE EQUIPMENT TO PREPARE A DELIVERY STAGING AREA. COORDINATE WITH OWNER FOR THE DELIVERY SCHEDULE AND SHIPPING DAMAGES, AS APPLICABLE. J. THE STORE SHALL BE FINISHED ACCORDING TO THE FINISH SCHEDULE ON INTERIOR ELEVATIONS ON SHEETS (tbd). REVIEW FINISH AREAS WITH OWNER. K. CONTRACTOR SHALL ASSIST STORE PERSONNEL BY ASSEMBLING MERCHANDISE GONDOLAS AND SHELVING AS SHOWN ON A1.4 L. CONDENSATE LINES WILL DRAIN TO FLOOR SINKS. M. ALL EQUIPMENT AND CABINETS SHALL BE FREE OF SHARP EDGES. CONTACT MANUFACTURER OR PREP EDGES FOR SAFETY. N. FIRE EXTINGUISHERS (2A:10B:C) SHALL BE INSTALLED AT SALES COUNTER, BACK ROOM AND OFFICE LOCATIONS IF NOT SHOWN ELSEWHERE ON THESE DRAWINGS. VERIFY WITH OWNER FOR DETAILS, CONFIRM FINAL DETAILS VflTH LOCAL FIRE INSPECTOR. 0. WATER HEATERS SHALL BE CAPABLE OF DELIVERING MIN. 120' WATER TO ALL SINKS; 15 SECONDS MINIMUM FOR EMPLOYEE HAND WASH SINKS. P. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES /SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB -OUTS, AND ALL OTHER WORK UNDER THIS. SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT, AS APPLICABLE. R. ALL DOORS MUST HAVE A SWEEP PERIOD OF 3 SECONDS TO CLOSE FROM 70' OPEN TO 3" FROM THE LATCH. S. ALL EXTERIOR DOORS MUST HAVE NO MORE THAN 5 LBS OPENING FORCE. ALL INTERIOR DOORS MUST HAVE NO MORE THAN 5 LBS OPENING FORCE. T. FLAME SPREAD CLASSIFICATIONS FOR INTERIOR WALLS SHALL COMPLY WITH IBC 2009 TABLE 803.5. U. RESTROOM DOORS SHALL HAVE HEAVY DUTY CLOSER AND LATCH. V. CARBONATOR BACK-FLOW PREVENTOR DRAIN LINE OUTLET SHALL BE TO NEW FLOOR SINK PROVIDED FOR THIS AREA. W. METAL STUDS MAY BE USED IN PLACE OF WOOD STUDS; GAUGE SPECIFIC TO WALL HEIGHT; FIRE BLOCKING AT CEILING HEIGHT WHERE APPLICABLE. VERIFY WITH OWNER BEFORE ASSUMING METAL STUD USE. FRAMING: 1. WOOD STUDS 0 16" 0.C. WILL BE USED FOR WALL FRAMING. REFERENCE PLAN, AND STRUCTURAL DRAWINGS FOR SIZE. 2. ALL WALLS TO BE CONNECTED TO FLOOR SLAB PER STRUCTURAL DRAWINGS. 3. ALL MATERIALS TO BE ICBO APPROVED /ICC APPROVED. WALL LEGEND: t~.x:;',; 4 g% FULL HEIGHT STUD WALL WALL ABOVE OR BELOW COOLER /FREEZER WALLS ISEZZIE c 0 0, RESPONSE TO AGENCY COMMENTS Y 0 E 0 0 z 4) z J cc 0 0 J LL z 0 CC CO V r C'7 O z w cc 0 co NTERURBAN AVE SOUTH co z z co INTERIOR FINISHES and MATERIALS: GENERAL NOTE: NEW WALLS: in & %" GYP. BOARD OR 3" & i" WATER RESISTANT WITH THE FOLLOWING FINISHES: PAINTED WALLS; FINISH: ORANGE PEEL KNOCKDOWN (NEW WALLS ONLY) INTERIOR WALL PAINT: BENJAMIN MOORE, SEE INTERIOR ELEVS PAINTED DOORS; INTERIOR DOOR & FRAME PAINT: KELLY MOORE "DURA -PDXY" ACRYLIC ENAMEL; #1685 SEMI GLOSS COLOR TO MATCH TO BENJAMIN MOORE # HC -81 MANCHESTER TAN FIBERGLASS WALL PANELS - EMBOSSED SURFACE, COLOR WHITE (FULL HEIGHT) "KEMLITE (85)" OR "MARLITE (FRP S100G)" (LOCATIONS: BACK ROOM WALLS (FULL HEIGHT) & REST ROOMS ABV. WALL TILE) CERAMIC TILE - DALTILE "RITTENHOUSE SUBWAY TILE" #K165 ALMOND; SIZE: 3x6. GROUT: HYDROMENT 1900 SERIES; COLOR: H158 CLASSIC BONE (LOCATIONS: FOUNTAIN END WALLS (9" WIDE); WALLS ABV. COFFEE /FOOD COUNTER TOPS) PORCELAIN FLOOR /CABINET BASE TILE - DALTILE; "GRAVEL" #P501; SIZE: 20 "x20" CUT FOR BASES); GROUT: SEE A1.2 (LOCATIONS: SALES /CASHIER /HALLWAY /REST ROOMS) PAINT FRP -1 CT PT 0 KEYED NOTES ALL DOORS IN THE MEANS OF EGRESS SHALL BE OPENABLE FORM EGRESS SIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT; THE UNLATCHING OF ANY DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. NO MORE THAN 5LBS OF PRESSURE TO OPERATE. O2 FOR GROUP M OCCUPANCY, KEY - OPERATED LOCKING DEVICES, FROM THE EGRESS SIDE MAY BE USED ON THE MAIN EXTERIOR DOORS PROVIDED; A. THE LOCKING DEVICE IS READILY DISTINGUISHABLE LOCKED; AND; B. THERE IS A READILY VISIBLE DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED "; AND; C. THIS SIGN SHALL BE IN LETTERS NOT LESS THAT 1 -INCH HIGH ON A CONTRASTING BACKGROUND; AND; D. THE USE OF THIS EXCEPTION MAY BE REVOKED BY THE BUILDING OFFICIAL AT ANY TIME FOR DUE CAUSE. 0 MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED ON DOORS. 0 PREPARE CONCRETE SLAB -ON -GRADE FOR INSTALLATION OF NEW FLOOR TILE, PER SHEET A1.2, PROVIDE EXPANSION JOINTS 010' EA. WAY O ACOUSTIC CEILING TILES AND GRID IN THIS AREA, SEE A1.3. 0 0 0.40 STOREFRONT U- FACTOR 0.60 0 0 FACE OF FINISH FACE OF STUD REVIEWED FOR CODE COMPLIANC APPROVED DEC 3 0 2011 1' City of Tukwila BUILDING DIVISION CLEAR PLASTIC CORNER GUARDS; STAINLESS STEEL CAPS 0 MOP SINK CONTRACTOR TO ASSIST IN THE INSTALLATION OF THE SAFE(S). CONTACT SAFE VENDOR FOR DETAILS. SAFE MUST BE SECURED TO FLOOR WITH CONCRETE ANCHORS OR BOLTED TO WOOD FLOOR. BOLTS MUST BE TACT WELDED INSIDE SAFE FOR SECURITY. (IF APPLICABLE, VERIFY WITH OWNER). REFER TO SHEET A1.6 FOR REST ROOM ELEVATIONS INSTALL WALL PANELS ABOVE COOLER /FREEZER DOORS; REFER TO INTERIOR ELEVATION SHEETS & DETAIL SHEETS INSTALL WALL PANELS ABOVE FOUNTAIN SHROUD; REFER TO INTERIOR ELEVABOIL SHEETS & DETAIL SHEETS RECEIVED INSTALL REST ROOM SIGN; REFER TO INTERIOR ELEVATIONS DEC 02 20ii1 CORRE ION PERMIT CENTER LTR #� Ql► 287 co 0 z Cw wwwjacksonsfoodstores.com ui v U N 0 N 0 x 0 I wll ty c c v_+ N 0 c v 0 U 0 cd 0 0 4+ 0 18215 72ND AVENUE SOUTH N M 00 rn z 4- Q) X z 0 V) C w w 0 LJ- w X rl 11 Date /Time:12/2/201 1 10:12 AM 0 0 0 N 4) 0 0 0 0 4- 0 Q) 0 0 0 0 0 0 Room Finish Schedule x l Z LOCATION FLOOR BASE WALLS CEILING HARDENED CONC. SEALED CONCRETE RAISED FLOOR CARPET PORCELAIN TILE 6" VINYL COVE 6" METAL COVE 4" CUT PORCELAIN TILE 60 "h PORCELAIN TILE 5/8" GYPSUM BOARD— SMOOTH FIN. PREFINISHED PREFAB PANELS PREFINISHED FRP PANELS 08' 1/2" PLYWOOD ® ELECT. PANELS 60 "h PORCELAIN TILE CERAMIC TILE SUSP. GYPSUM PANELS 5/8" GYP. BOARD PREFINISHED PREFAB PANELS HEIGHT PREFAB COOLER • • • • 8' -0" PREFAB FREEZER • • • • 8' -0" PREFAB BEER CAVE • • • • 9' -0" SALES AREA • • • • • 12' -6" REST ROOMS • • • • • 9' -0" BACK ROOM • • • • • • 9' -0" CASHIER • • • • • 12' -1" HALLWAY • • • • 10' -0" SECURED STORAGE • • • • 12' -1" LEARNING CENTER • • • • 10' -0" • USE WATER RESISTIVE GYP. BOARD 0 ALL WET AREAS • FACE OF COOLER /FREEZER SHALL RECEIVE " GYP. BOARD FROM FLOOR TO CEILING (LESS DOORS /FRAMES), AS APPLICABLE DOOR / WINDOW LEGEND: SEE SHEET A1.1A FOR DOOR AND WINDOW SPECIFICATIONS INSULATION SCHEDULE Energy Regulations 2009 WA. STATE ENERGY CODE- ROOF: WALL: R -38 1 LOWe GLAZING: OPAQUE DOORS: ABBREVIATIONS: F.O.F . F.O.S . GENERA NOTES A. JACKSONS VP CONSTRUCTION, HEREIN AFTER, REFERRED TO AS "OWNER." B. CONTRACTOR SHALL INSTALL NEW PARTITIONS /WALLS WITH DRY WALL AND FINISHES TO AS NOTED. FINISHES MUST BE SMOOTH, LIGHT, AND WASHABLE, I.E., RESISTANT TO MOISTURE. ALL PARTITIONS /WALLS SHALL BE BRACED FOR LATERAL FORCES, PER BUILDING CODE REQUIREMENTS. C. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR FROM CABINET AND EQUIPMENT CLEARANCES PRIOR TO WALL ERECTION. DISCREPANCIES SHALL BE DIRECTED TO OWNER. D. DIMENSIONS OF NEW WALLS ARE FROM FACE OF STUD. E. ALL COUNTERTOPS SHALL BE MAX. 34" A.F.F., WITH THE EXCEPTION OF SALES /CASHIER'S COUNTERTOP. 3 -FOOT WIDE ACCESSIBLE AREA TO BE 34" A.F.F. CONTRACTOR SHALL COORDINATE WORK WITH CABINET INSTALLER FOR CABINET INSTALLATION. CONTRACTOR TO ROUTE UTILITIES THROUGH CABINETS. CONTACT CABINET INSTALLER FOR SITE SPECIFIC CABINET SHOP DRAWINGS. F. GENERAL CONTRACTOR TO CONFIRM EQUIPMENT REQUIREMENTS PER OWNER PRIOR TO INSTALLATION OF UTILITIES, WALLS, AND CABINETS. G. CONTRACTOR SHALL PROVIDE A CLEAN, SMOOTH SURFACE FOR THE GRAPHICS INSTALLATION. H. CERAMIC AND /OR PORCELAIN WALL /FLOOR TILE SHALL BE INSTALLED BY THE GENERAL CONTRACTOR ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. I. CONTRACTOR SHALL ASSIST THE OWNER WITH STORE EQUIPMENT TO PREPARE A DELIVERY STAGING AREA. COORDINATE WITH OWNER FOR THE DELIVERY SCHEDULE AND SHIPPING DAMAGES, AS APPLICABLE. J. THE STORE SHALL BE FINISHED ACCORDING TO THE FINISH SCHEDULE ON INTERIOR ELEVATIONS ON SHEETS (tbd). REVIEW FINISH AREAS WITH OWNER. K. CONTRACTOR SHALL ASSIST STORE PERSONNEL BY ASSEMBLING MERCHANDISE GONDOLAS AND SHELVING AS SHOWN ON A1.4 L. CONDENSATE LINES WILL DRAIN TO FLOOR SINKS. M. ALL EQUIPMENT AND CABINETS SHALL BE FREE OF SHARP EDGES. CONTACT MANUFACTURER OR PREP EDGES FOR SAFETY. N. FIRE EXTINGUISHERS (2A:10B:C) SHALL BE INSTALLED AT SALES COUNTER, BACK ROOM AND OFFICE LOCATIONS IF NOT SHOWN ELSEWHERE ON THESE DRAWINGS. VERIFY WITH OWNER FOR DETAILS, CONFIRM FINAL DETAILS VflTH LOCAL FIRE INSPECTOR. 0. WATER HEATERS SHALL BE CAPABLE OF DELIVERING MIN. 120' WATER TO ALL SINKS; 15 SECONDS MINIMUM FOR EMPLOYEE HAND WASH SINKS. P. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF FLOOR SINKS, FLOOR DRAINS, SLOPES /SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING STUB -OUTS, AND ALL OTHER WORK UNDER THIS. SCOPE OF RESPONSIBILITY RELATED TO THIS EQUIPMENT, AS APPLICABLE. R. ALL DOORS MUST HAVE A SWEEP PERIOD OF 3 SECONDS TO CLOSE FROM 70' OPEN TO 3" FROM THE LATCH. S. ALL EXTERIOR DOORS MUST HAVE NO MORE THAN 5 LBS OPENING FORCE. ALL INTERIOR DOORS MUST HAVE NO MORE THAN 5 LBS OPENING FORCE. T. FLAME SPREAD CLASSIFICATIONS FOR INTERIOR WALLS SHALL COMPLY WITH IBC 2009 TABLE 803.5. U. RESTROOM DOORS SHALL HAVE HEAVY DUTY CLOSER AND LATCH. V. CARBONATOR BACK-FLOW PREVENTOR DRAIN LINE OUTLET SHALL BE TO NEW FLOOR SINK PROVIDED FOR THIS AREA. W. METAL STUDS MAY BE USED IN PLACE OF WOOD STUDS; GAUGE SPECIFIC TO WALL HEIGHT; FIRE BLOCKING AT CEILING HEIGHT WHERE APPLICABLE. VERIFY WITH OWNER BEFORE ASSUMING METAL STUD USE. FRAMING: 1. WOOD STUDS 0 16" 0.C. WILL BE USED FOR WALL FRAMING. REFERENCE PLAN, AND STRUCTURAL DRAWINGS FOR SIZE. 2. ALL WALLS TO BE CONNECTED TO FLOOR SLAB PER STRUCTURAL DRAWINGS. 3. ALL MATERIALS TO BE ICBO APPROVED /ICC APPROVED. WALL LEGEND: t~.x:;',; 4 g% FULL HEIGHT STUD WALL WALL ABOVE OR BELOW COOLER /FREEZER WALLS ISEZZIE c 0 0, RESPONSE TO AGENCY COMMENTS Y 0 E 0 0 z 4) z J cc 0 0 J LL z 0 CC CO V r C'7 O z w cc 0 co NTERURBAN AVE SOUTH co z z co INTERIOR FINISHES and MATERIALS: GENERAL NOTE: NEW WALLS: in & %" GYP. BOARD OR 3" & i" WATER RESISTANT WITH THE FOLLOWING FINISHES: PAINTED WALLS; FINISH: ORANGE PEEL KNOCKDOWN (NEW WALLS ONLY) INTERIOR WALL PAINT: BENJAMIN MOORE, SEE INTERIOR ELEVS PAINTED DOORS; INTERIOR DOOR & FRAME PAINT: KELLY MOORE "DURA -PDXY" ACRYLIC ENAMEL; #1685 SEMI GLOSS COLOR TO MATCH TO BENJAMIN MOORE # HC -81 MANCHESTER TAN FIBERGLASS WALL PANELS - EMBOSSED SURFACE, COLOR WHITE (FULL HEIGHT) "KEMLITE (85)" OR "MARLITE (FRP S100G)" (LOCATIONS: BACK ROOM WALLS (FULL HEIGHT) & REST ROOMS ABV. WALL TILE) CERAMIC TILE - DALTILE "RITTENHOUSE SUBWAY TILE" #K165 ALMOND; SIZE: 3x6. GROUT: HYDROMENT 1900 SERIES; COLOR: H158 CLASSIC BONE (LOCATIONS: FOUNTAIN END WALLS (9" WIDE); WALLS ABV. COFFEE /FOOD COUNTER TOPS) PORCELAIN FLOOR /CABINET BASE TILE - DALTILE; "GRAVEL" #P501; SIZE: 20 "x20" CUT FOR BASES); GROUT: SEE A1.2 (LOCATIONS: SALES /CASHIER /HALLWAY /REST ROOMS) PAINT FRP -1 CT PT 0 KEYED NOTES ALL DOORS IN THE MEANS OF EGRESS SHALL BE OPENABLE FORM EGRESS SIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT; THE UNLATCHING OF ANY DOOR SHALL NOT REQUIRE MORE THAN ONE OPERATION. NO MORE THAN 5LBS OF PRESSURE TO OPERATE. O2 FOR GROUP M OCCUPANCY, KEY - OPERATED LOCKING DEVICES, FROM THE EGRESS SIDE MAY BE USED ON THE MAIN EXTERIOR DOORS PROVIDED; A. THE LOCKING DEVICE IS READILY DISTINGUISHABLE LOCKED; AND; B. THERE IS A READILY VISIBLE DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR SHALL REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED "; AND; C. THIS SIGN SHALL BE IN LETTERS NOT LESS THAT 1 -INCH HIGH ON A CONTRASTING BACKGROUND; AND; D. THE USE OF THIS EXCEPTION MAY BE REVOKED BY THE BUILDING OFFICIAL AT ANY TIME FOR DUE CAUSE. 0 MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS ARE NOT PERMITTED ON DOORS. 0 PREPARE CONCRETE SLAB -ON -GRADE FOR INSTALLATION OF NEW FLOOR TILE, PER SHEET A1.2, PROVIDE EXPANSION JOINTS 010' EA. WAY O ACOUSTIC CEILING TILES AND GRID IN THIS AREA, SEE A1.3. 0 0 0.40 STOREFRONT U- FACTOR 0.60 0 0 FACE OF FINISH FACE OF STUD REVIEWED FOR CODE COMPLIANC APPROVED DEC 3 0 2011 1' City of Tukwila BUILDING DIVISION CLEAR PLASTIC CORNER GUARDS; STAINLESS STEEL CAPS 0 MOP SINK CONTRACTOR TO ASSIST IN THE INSTALLATION OF THE SAFE(S). CONTACT SAFE VENDOR FOR DETAILS. SAFE MUST BE SECURED TO FLOOR WITH CONCRETE ANCHORS OR BOLTED TO WOOD FLOOR. BOLTS MUST BE TACT WELDED INSIDE SAFE FOR SECURITY. (IF APPLICABLE, VERIFY WITH OWNER). REFER TO SHEET A1.6 FOR REST ROOM ELEVATIONS INSTALL WALL PANELS ABOVE COOLER /FREEZER DOORS; REFER TO INTERIOR ELEVATION SHEETS & DETAIL SHEETS INSTALL WALL PANELS ABOVE FOUNTAIN SHROUD; REFER TO INTERIOR ELEVABOIL SHEETS & DETAIL SHEETS RECEIVED INSTALL REST ROOM SIGN; REFER TO INTERIOR ELEVATIONS DEC 02 20ii1 CORRE ION PERMIT CENTER LTR #� Ql► 287 co 0 z Cw wwwjacksonsfoodstores.com ui v U N 0 N 0 x 0 I wll ty c c v_+ N 0 c v 0 U 0 cd 0 0 4+ 0 18215 72ND AVENUE SOUTH N M 00 rn z 4- Q) X z 0 V) C w w 0 LJ- w X rl 11 Date /Time:12/2/201 1 10:12 AM 0 0 0 N 4) 0 0 0 0 4- 0 Q) 0 0 0 0 0 0 2x WOOD STUD FRAMING, U.N.O J1 DOOR JAMB DETAIL SCALE: NTS REFER TO INTERIOR ELEVATIONS FOR FINISHES DOUBLE STUDS © JAMB FRAME, REFER TO SCHEDULE AND FINISH ON INTERIOR ELEVATIONS DOOR SLAB, REFER TO SCHEDULE AND FINISH ON INTERIOR ELEVATIONS 2x4 WOOD STUD FRAMING, U.N.O ÷— 5/8" GYPSUM BOARD OR MATCH EXISTING THICKNESS, FINISH PER INTERIOR ELEVATIONS DOUBLE STUDS JAMB 1" DOUBLE SWING DOOR DOOR JAMB DETAIL SCALE: NTS INTERIOR DOOR DETAILS 2x WOOD STUD FRAMING, U.N.O 2x6 CONSTRUCTION USE TRIPLE 2X6 OR 6X6 HEADER REFER TO INTERIOR ELEVATIONS FOR FINISHES 2x4 CONSTRUCTION USE DOUBLE 2X6 WITH Y" PLYWOOD SPACER OR 4X6 HEADER FRAME, REFER TO SCHEDULE AND FINISH ON INTERIOR ELEVATIONS DOOR SLAB, REFER TO SCHEDULE AND FINISH ON INTERIOR ELEVATIONS DOOR HEAD DETAIL SCALE: NTS 2x4 WOOD STUD FRAMING, U.N.O 01 5/8" GYPSUM BOARD OR MATCH EXISTING THICKNESS, FINISH PER INTERIOR ELEVATIONS DOUBLE 2X6 WITH Y2" PLYWOOD SPACER OR 4X6 HEADER 1" DOUBLE SWING DOOR DOOR HEAD DETAIL A.1.1 SCALE: NTS NEW FRONT ENTRY DOORS INTERNATIONAL SYMBOL OF ACCESSIBILITY A DOOR ELEVATIONS 3' -0" 3-0" I d 0 14 "x16" WINDOW 18" HIGH SS KICK PLATE EA. SIDE 3' -0" DOOR SYMBOL ROOM IDENTIFICATION SIGN ON WALL AT STRIKE SIDE OF DOOR 3' -0" ONE WAY GLASS LOCKABLE HAND SET w/ LEVER HANDLE EXTERIOR DOORS: EXTERIOR ENTRY DOORS; NEW ALUMINUM & GLASS ENTRY DOORS; PAIR 3' -0" X 9' -0" HIGH; KAWNEER TUFFLINE 350 (or equal); FINISH: SEE FINISH NOTES; 346" WALL THICKNESS w /PUSH BAR 0 INTERIOR; 10" BOTTOM RAIL; TEMPERED INSULATED GLAZING; ROTON HEAVY DUTY CONTINUOUS HINGE; 12" PULL AT EXTERIOR; DOOR SWEEPS AND THRESHOLD PER A1.2. <> EXTERIOR ENTRY DOOR; NEW ALUMINUM & GLASS ENTRY DOORS; 3' -0" X 7' -10" HIGH; KAWNEER TUFFLINE 350 (or equal); FINISH: SEE FINISH NOTES; /16" WALL THICKNESS w /PUSH BAR 0 INTERIOR; 10" BOTTOM RAIL; TEMPERED INSULATED GLAZING; ROTON HEAVY DUN CONTINUOUS HINGE; 12" PULL AT EXTERIOR; DOOR SWEEPS AND THRESHOLD PER A1.2. 3O EXTERIOR EXIT DOOR: 3' -0" X 7-0" 18 GA. GALVANIZED INSULATED METAL DOOR; 1i PAIR BUTT HINGES (4 i "x4 " NRP);HEAVY DUTY OVERHEAD CLOSER (LCN4040); "HOLD OPEN" DEVICE (HANGER 270C —S1); ALUM. THRESHOLD (PEMKO 254A ADA); 8 "x34" STAINLESS STEEL KICK PLATES (EXTERIOR); 30 "x34" STAINLESS STEEL KICK PLATE(INTERIOR); EXIT CONTROL LOCK OVERRIDE ALARM MORE THAN 93db; LEVEL 1 SECURITY: (DETEX ECL -230D WITH BE -961 -2 BATTERY ELIMINATOR); LEVEL 2 SECURITY: 15 SECOND DELAY (DETEX V40xEM); RIM CYLINDER (DETEX ECL- 445K); WEATHER STRIPPING; LOCK GUARD; 16 GA. GALVANIZED INSULATED METAL WELDED FRAME; BOTH DOOR AND FRAME FACTORY PRIMED FOR PAINTING. FINISH: SEE SHEET A2.1/A2.2 FOR FINISH; NO HANDLES OR ANY GRAB DEVICES ON OUTSIDE OF DOOR. PANIC HARDWARE IS TO BE USED ON ALL ASPECTS OF DOOR 7O EXTERIOR ELECTRICAL/ FIRE RISER ROOM DOORS: 3' -0" X 7' -0" 18 GA. GALVANIZED INSULATED METAL DOOR; 1i PAIR BUTT HINGES (4 "x4 " NRP);HEAVY DUTY OVERHEAD CLOSER (LCN4040); "HOLD OPEN" DEVICE (HANGER 270C –S1); ALUM. THRESHOLD (PEMKO 254A ADA); 8"x34" STAINLESS STEEL KICK PLATES (EXTERIOR); 8 "x34" STAINLESS STEEL KICK PLATE(INTERIOR); LEVER HANDLE WITH KEY OUTSIDE AND LEVER HANDLE WITH PUSH BUTTON INSIDE; (ANSI #F109 SCHLAGE #ND92PD, STYLE: OMEGA; FINISH #626 SATIN CHROME; WEATHER STRIPPING; LOCK GUARD; 16 GA. GALVANIZED INSULATED METAL WELDED FRAME; BOTH DOOR AND FRAME FACTORY PRIMED FOR PAINTING. FINISH: SEE SHEET A2.1/A2.2 FOR FINISH; PROVIDE APPROVED KEY BOX PER IFC 506: EXTERIOR DOOR TO BE LABELED W/ LETTERING "SPRINKLER RISER ROOM" PER IFC 509.1 DOOR/ WINDOW SCHEDULE INTERIOR DOORS: O INTERIOR DOUBLE ACTION DOOR: ELIASON MODEL #SCP -8 (SINGLE DOOR -36 ") SPECIFICATIONS: DOOR BODY: in EXTERIOR GRADE SOLID WOOD CORE, 1" TOTAL THICKNESS LAMINATE FINISH: DECORATIVE HIGH PRESSURE LAMINATE (BOTH SIDES) COLOR: WILSONART "STORM #912; BASE PLATE: 18" HIGH, 18GA SS (BOTH SIDES); EDGE TRIM: 18GA SS BACK CHANNEL: 18GA SS WINDOW: 14 "x16" CLEAR ACRYLIC WINDOW DOOR COMES COMPLETE WITH STD. EASY SWING HARDWARE O REST ROOM DOOR: 1" 18 GA H.M. DOOR WITH 16 GA H.M. WELDED FRAME; 1)z" PAIR BUTT HINGES (4Y2 "x W); JAMB REINFORCED AT EACH HINGE; BOTH DOOR AND FRAME FACTORY PRIMED FOR PAINTING. FRAME COLOR TO MATCH DOOR; WALL DOOR STOP (H.B. IVES #WS404CVX); FINISH: US26D 8 "x34" STAINLESS STEEL KICK PLATES (BOTH SIDES); LEVER HANDLE WITH KEY OUTSIDE AND LEVER HANDLE WITH PUSH BUTTON INSIDE; (ANSI #F93 SCHLAGE #AL85PD, STYLE: OMEGA; FINISH #626 SATIN CHROME; HEAVY DUTY OVERHEAD CLOSURE (LCN 1461); SIGNS: "UNISEX" WITH ACCESSIBLE SYMBOL PER ADA <> SECURED STORAGE DOOR: 13j "X 2' -10" X 6' -8" 18 GA H.M. DOOR WITH ONE WAY HALF GLASS, 16 GA H.M. WELDED FRAME; 1)i" PAIR BUTT HINGES (4) "x 4Y2 "); JAMB REINFORCED AT EACH HINGE; BOTH DOOR AND FRAME FACTORY PRIMED FOR PAINTING. FRAME COLOR TO MATCH DOOR; WALL DOOR STOP (H.B. IVES #WS404CVX); FINISH: US26D 8 "x32" STAINLESS STEEL KICK PLATES (BOTH SIDES); LEVER HANDLE WITH KEY OUTSIDE AND LEVER HANDLE WITH PUSH BUTTON INSIDE; (ANSI #F93 SCHLAGE #AL85PD, STYLE: OMEGA; FINISH #626 SATIN CHROME; HEAVY DUTY OVERHEAD CLOSURE (LCN 1461); "HOLD OPEN" DEVICE (HANGER 270C -S1); DOOR STOP (H.B. IVES #436); WINDOWS: O6' -0" WIDE TRANSOM; FIELD VERIFY; MATCH STOREFRONT WDW HEIGHTS. ALUMINUM FRAME; KAWNEER or EQUAL; 2x4" FRAME; COLOR: SEE FINISH LEGEND, LOWe GLAZING; TEMPERED <> FULL STOREFRONT; 11' -2" HIGH; FIELD VERIFY. ALUMINUM FRAME; KAWNEER OR EQUAL; 2x4" FRAME; COLOR: SEE FINISH LEGEND, LOWe GLAZING; TEMPERED O 48" HIGH x 60" WIDE; FIELD VERIFY, ALUMINUM FRAME: KAWNEER or EQUAL; 2x4" FRAME; COLOR: SEE FINISH LEGEND; LOWe GLAZING DOOR/ WINDOW FINISH: COLOR: VALSPAR SL4A1005 FLUROPON SPECIAL PREMIERE ROYAL RUBY; OR AS OTHERWISE NOTED SEE ALSO EXTERIOR/ INTERIOR ELEVATIONS FOR FINISH CALL –OUTS �86 Q 0 a� 0 0 0 0 z N 0 z w w J 0 0 Z 0 0 0 w cc 0 cn NTERURBAN AVE SOUTH co LABEL W/ LETTERING "SPRINKLER RISER ROOM" PER IFC 509.1 APPROVED KEY BOX PER IFC 506 REVIEVVvD FOR CODE COMPLIANCE APPROVED DEC 302011 BUILDING DIVISION cm��n AUG z 3 2011 PERMIT CENTER cc 0 U J U cc w 0 coU w N 00 0 Z 0 oc w www jacksonsfoodstores.com hi 0 0 0 0 .0 0 11 •0 a) c rn N a� 0 0. E c 0 0 0 •0 0 a� r 0 co 0 ri 0 0 0 0 0 w Z W N aO O 0 Z N < N • Z 00 w ✓ Y X NI NI N 00 N Co 00 u7 N N Lf) LO N N V) w 0 U zw gN C F- zw 0 a! z w z c. z E2 w w 0 w J U N Cn jay.dwg, border.dwg a X MPETERSON hi 0 0 U) Date /Time:8/18/201 1 -00 N Q • 0 0 N s .) 0 _0I Z � W co a0 0 s U 0 O 0 N 0 Q°� BE RCA E CON =1• CON.. -1 RAISED NI 11 LEARNING CENTER CAS —IIER • WALKIN. COOLER SALES AREA 1 T -1 1 kAISED MEN's REST ROOM FLOOR PLAN - FLOOR TILE 0 2 4 12 Separate Mechanical Permit required for: Coolers, freezers, walk -in coolers and freezers. Self- contained "plugin" type coolers or freezers shall not require a mechanical permit. GENERAL NOTES: A. TRANSITIONS FROM ONE ROOM TO ANOTHER SHALL BE DONE UNDER CENTER OF DOORS WHERE POSSIBLE. B. WALL BASE, REFER TO INTERIOR ELEVATIONS. C. PROVIDE FLOOR FINISHES THROUGHOUT STORE (NO TILE IN COOLER), UNLESS NOTED OTHERWISE. D. ALL FLOORS RECEIVING NEW TILE MUST BE SCRAPED AND LEVELED BEFORE FLOORING APPLICATION. ANY IRREGULARITIES VISIBLE IN FLOORING WILL HAVE TO BE LEVELED. E. PREFERRED FULL TILE FLOORING AT BOTTOM CENTER OF ENTRANCE DOOR. CONTACT OWNER PRIOR TO TILE PLACEMENT. F. ALL FLOORS SHALL BE CLEANED AND SEALED PER MANUFACTURERS RECOMMENDATIONS. ALL FLOORS UNDER SALES SHELVING SHALL BE CLEANED PRIOR TO SHELF PLACEMENT. THE CONTRACTOR SHALL ARRANGE A SECOND CLEANING JUST PRIOR TO STORE OPENING. G. CONTINUOUS TILE BASE TYPICAL THROUGHOUT SALES AREA AT ALL WALLS AND CABINETS. KEYED NOTES: 0 START HALF TILE FLOORING AT BOTTOM CENTER OF ENTRANCE DOORS, AS SHOWN EXTERIOR THRESHOLD — SEE THRESHOLD DETAIL FLOOR SINKS FLOOR DRAINS EQUIPMENT FLOOR AREA, REFER TO A1.4 FOR EQUIPMENT INFORMATION PROVIDE TRANSITION BETWEEN PORCELAIN TILE AND CONCRETE FLOOR THRESHOLD BY COOLER MANUFACTURER 0 0 0 0 0 0 FLOOR FINISH FLOOR TILE T -1 CARPET C -1 WB -1 WB -2 PRODUCT: COLOR: MANUF: CONTACT: GROUT: GROUT: 20 x 20 PORCELAIN TILE GRAVEL P501 DALTILE "VERANDA" FLOORCO WHOLESALE, KENT, WA 425.656.0545 www.floorcowholesale.com or OTHER LOCAL SUPPLIER MAPEI ULTRA COLOR GROUT #42 MOCHA (SALES AREA) SPECTRALOCK 2000 IG BY LATICRETE (REST ROOMS) PRODUCT: "SHAW CONTRACT GROUP" STYLE : MOVEMENT COLOR : SAW SEA #75505 VINYL COVE BASE; by ROPPE; COLOR: #8 SILVER GRAY; 6" HIGH PORCELAIN TILE BASE; SEE DETAIL 3 BELOW CONCRETE (TYPICAL ALL) COATING: BURKE SPARTAN COTE WB11 30% BURKE BY EDOCO 22029 SOUTH WESTWARD AVE. LONG BEACH, CA 90810 PEMCO 253A ALUMINUM A.D.A. TRANSITION STRIP THIN —SET TILE PER SCHEDULE REFER TO SHEET A1.1 FOR CASHIER FLOOR CONSTRUCTION " ENTRY DOOR ) V r I I i kk � VINYL BASE VINYL BAS WALL WHERE OCCURS WI" WATER RESISTIVE OR STANDARD GYP. BOARD WHERE WEATHER STRIPPING APPLICABLE 36" CEMENT BACKER" BOARD BEHIND BASE, OVER BACKER BOARD BY G.C. ALUMINUM THRESHOLD PEMKO OR EQ. T &G SUB —FLOOR 2x P.T. 4" CUT TILE BASE, TOP SET; CAULK AT JOINT & AT TOP ADJACENT ®16" O.C. CUT TILE BASE, TOP SET; CAULK AT JOINT, TYPICAL TILE PER SCHEDULE BY G.C. EXTERIOR SIDEWALK THIN —SET 1 11 FLOOR FINISH TO WALL, TYPICAL -.1.:q. .. QI41eVIAA4 TIA44Y'!A7•EIA�:CIA,4•WA 4IAA7{'IA7 FLOOR TILE Ij! FLOOR TILE Lf) -H 1 , • °• - • .:" ° •' - . ' a .. '° d ' .. : ' _ , a . d , • . • ° " a ° . CONCRETE FLOOR SLAB - V •' a d 01 TILE TERMINATION DETAIL SEE SCHED. 03 CONCRETE FLOOR BASE DETAIL SLAB 1 // / / ///a // CONCRETE FLOOR SLAB 04 TILE BASE DETAIL @ STEP �- • • . a • • ' ' .. a • . . 02 ENTRY DOOR 'A.:- I • F.F. ° ' • •° : ° • • . ° • . ' d ° *CONCRETE FLOOR SLAB DETAIL - SCALE: 3" = 1' -0" - SCALE: 3" = 1' -0" - SCALE: 3" = 1' -0" - SCALE: 3" = 1' -0" • c 0 N RESPONSE TO AGENCY COMMENTS 0 E m 0 0) 0 0 z I- F,- z V♦ O ow0 z > z W cc z CO oma. c0 cc acca [LI z � H REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION RECEIVED DEC 02 2011 PCRMITCENTER LL www jacksonsfoodstores.com G) U 0 C 0 all 0 0 'C D all v 0 0) 0 1 0 -o o 3 0 0 o O a o3 0 Ki 0 0 0. 18215 72ND AVENUE SOUTH N O 00 rn z X N CO CO 00 N LO X MPETERSON W X II ai U) 0 U Date/Time:1 2/2/201 1 10:46 AM 21' -3" 21.-3" 21'-3" 21.-3" H i 18' -3" eo FLOOR PLAN - REFLECTED CEILING PLAN � 2 4 12 J IE� J J J J J —o -iI 1\ \ \ \ / \ O/ ■ 1 D CT -1 12' -1 Of 0 LIGHT FIXTURE SCHEDULE SYMBOL MARK TYPE MOUNTING QTY MANUFACTURER AND CATALOG NUMBER LAMPING pTy VOLTS warts TYPE A FLUORESCENT SURFACE .�. 4 -TUBE SURFACE STRIP FLUORESCENT T -8 LITHONIA #TC 2 32 MVOLT GEB10IS (TANDEM SURFACE MTD 4 "x8, 4 -LAMP w/ COVERS) 8' -0" 120 Walk -in Cooler EX O C _ FLUORESCENT _ ^�" 2 TUBE x4 SURFACE MOUNT, LSI, SUMUNE VANDAL RESISTANT, #VL -2 -32- SSOR -EM -UE / 8 -0 / T8, RAPID START 8'-0" C FLUORESCENT SURFACE 5 2 TUBE x4 SURFACE MOUNT, LSI, LOW PROFILE WRAPAROUND, #WNA10- 2- 32- SS010 -F -UE 2 120 65 T8, RAPID START �____ ® D FLUORESCENT SURFACE 4 1 TUBE x4 SURFACE MOUNT, LSI, LOW PROFILE WRAPAROUND, #VL- 1- 32- SSOR -UE 1 120 32 )8(E I I II E — SURFACE 8 VAPOR PROOF LIGHT FOR FREEZER/ COOLER (BY COOLER MFR) KASON #1806LED00k FIXTURE W /LAMP AND OPTIC GLOBE C 120 )2( LED C F METAL HALIDE C )2( LSI HILTON WALL SCONCE, LSI #HIWSD -WW- 175 - PSMH -F- 120 -WHT -700 1 120 175 METAL HALIDE - DOWNUGHT ONLY - - -- - - - - -- - - - - -- IIp II I A II 8' -0" H O SURFACE 7 LSI HILTON WALL SCONCE, LSI #HIWS -3N- 175 - PSMH -F- 120 -WHT -700 1 120 175 METAL HALIDE - UP /DOWN UGHTING J FLUORESCENT SURFACE 11 �I 1 120 32 T8, RAPID START CT -1 EMERGENCY LIGHTING II II II II BATTERY BACK UP CEILING/ WALL 3 COMBO LED EXIT SIGN AND EMERGENCY LIGHT 2 6V 5.4 - 2 1 LSI #EMEXR- 1 /2 -R -W- 120/277 -EM peer Cooler 4 • 3 • t , , /_ 11 II 11'74" I 4'10 1f 1 f1 f1 II rt_ 9'_0" ��o \ )8(E ma...— ii:& i- \ H I I I. 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ASTM IS AN ACRONYM FOR AMERICAN SOCIETY FOR TESTING MATERIALS. C) AMENDMENT TO ASCE 7 -05, SECTION 13.5.6.2.2, ITEM C (REFERENCED IN OSSC 1613.7.8.) ASCE IS AN ACRONYM FOR AMERICAN SOCIETY OF CIVIL ENGINEERS. D) CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3 -4 (REFERENCED IN ASCE -7 -05 SECTION 13.5.6.2.2.) CISCA IS AN ACRONYM FOR CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION. E) NWCB TECHNICAL BULLETIN NO. 401. NWCB IS AN ACRONYM FOR NORTHWEST WALL & CEILING BUREAU. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION GENERAL NOTES: A. ALL DIMENSIONS SHOWN ON REFLECTED CEILING PLAN ARE FROM FACE OF WALL FINISH UNLESS NOTED OTHERWISE B. ALL BACKROOM CEILING TILES ARE TO BE WASHABLE PER HEALTH DEPARTMENT REQUIREMENTS. C. FLAME SPREAD CLASSIFICATIONS FOR INTERIOR CEILING FINISHES SHALL COMPLY WITH 2009 IBC TABLE 803.5. KEYED NOTES: 01 EXIT SIGNS, SEE ELECTRICAL DRAWINGS FOR LOCATION AND TYPE O2 SURFACE MOUNT LIGHT FIXTURES IN THIS AREA. O COOLER /FREEZER LIGHTS TO BY MANUFACTURER 20AMP 120VAC CIRCUIT FOR FLUORESCENT LIGHT DISPLAY AT THE CIGARETTE RACK LOCATION. O CEILING MOUNTED SECURITY CAMERAS AND SOUND SPEAKERS, NOT SHOWN. THESE ARE PROVIDED AND INSTALLED BY VENDOR(S). O UNRESTRAINED EDGE PER SUSPENDED CEILING DETAILS THIS SHEET Oj EXTERIOR JUNCTION BOX FOR WALL SIGN CEILING FINISH: TYPE: USG #3270 "CLIMAPLUS VINYL" 24 "x48 "02" (WHITE) WASHABLE SUSPENDED CEILING TILE (OR APPROVED EQUAL). FLAME SPREAD 25, CLASS A; SMOKE DEVELOPED: 50; ASTM E84. GRID: CHICAGO METALLIC GRID — EXPOSED GRID SYSTEM (FLAT WHITE) CT -1 GWB TYPE: i" GYPSUM BOARD CEILING AT 8' -6" ABOVE FINISHED FLOOR. HANGER WIRE - NOT TO EXCEED 6' -O" -SPLAY BRACE WIRE 8" (MAX.) OR 1/4 LENGTH OF DIST. TO FIRST MAIN 2 "x2" WALL TRIM CROSS TEE HEAVY DUN MAIN BEAM LAY -IN CEILING TILE c 0 0 0. Y 0 0 0 0 z Z J 0_ O Z J W 0 0 0 CC NTERURBAN AVE SOUTH oo co 3/4' GAP CONT. HORIZ. /STRUT TO / PREVENT SPREADING OF RUNNERS 2 "x2" WALL TRIM FIXED EDGE - A UNRESTRAINED EDGE - B SUSPENDED CEILING DETAIL AT WALL SECURE SUPPORT WIRES TO EXISTING STRUCTURE 1/2" EMT — RUN TIGHT TO STRUCTURE ABOVE (5' -10" MAX. FOR 1/2" DIA.), SEE NOTE 6. 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12' -0" O.C. EACH WAY AND WITHIN 6' -0" OF EACH WALL VERTICAL — 12 GA. HANGER WIRE AT 4' —O" O.C. 3/4" EMT — NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK— NUT AFTER CEILING SYSTEM IS LEVELED 45' MAX. TIE WIRES: (3) TURNS MIN. AROUND ITSELF WITHIN 3" MAXIMUM (TYPICAL) 45' MAX. HEAVY DUTY MAIN BEAM CROSS TEE (4) -12 GA. SPLAY WIRES SPLAYED 90' FROM EACH OTHER AND 45' FROM CEILING PLANE LAY -IN CEILING SUSPENSION SYSTEM TYPICAL CEILING DETAILS SCALE: N TS SUSPENDED CEILING NOTES: 1. NEW OR ALTERED SUSPENDED CEILING SYSTEM MUST BE HEAVY DUTY SYSTEM CONFORMING TO ASTM C 635 AND ASTM C 636. OSSC 2010 808.1.1.1 AND IN ACCORDANCE NORTHWEST WALL & CEILING BUREAU TECHNICAL BULLETIN NO. 401. 2. SUSPENDED MEMBER GRID MUST BE ATTACHED TO TWO ADJACENT WALLS ON MINIMUM 2" WIDE WALL MOLDINGS OR CLOSURE ANGLES AT THESE WALLS. 3. ENDS OF SUSPENDED MEMBER MAIN RUNNERS AND CROSS RUNNERS MUST BE TIED TOGETHER TO PREVENT DISLOCATION. 4. LIGHT FIXTURES 10Ibs. TO 551bs. IN WEIGHT MUST BE SUPPORTED TO STRUCTURE BY AT LEAST TWO #12 GAGE HANGER WIRES, EACH AT TWO OPPOSING SIDES, AND SHALL BE ATTACHED TO SUSPENDED MEMBER GRID AT TWO OPPOSING SIDES. WIRES MAY BE SLACK. 5. HVAC TERMINALS OR REGISTERS 20Ibs. TO 561bs. IN WEIGHT SHALL BE POSITIVELY ATTACHED TO SUSPENDED MEMBER MAIN RUNNERS, OR TO CROSS RUNNERS WITH EQUAL CARRYING CAPACITY , AND MUST ALSO BE SUPPORTED TO STRUCTURE BY AT LEAST TWO #12 GAGE HANGER WIRES AT TWO OPPOSING SIDES. WIRES MAY BE SLACK. 6. EMT CONDUIT — SIZE AND LENGTHS: i" EMT CONDUIT — UP TO 5' -10 "; i" EMT CONDUIT — UP TO 7' -8 "; 1" EMT CONDUIT UP TO 9' -9" OR METAL STUDS — SIZE AND " LENGTH:��i�QQ__ SINGLE 1 METAL STUD (20GA). - UP TO 12' -0" CITY��fRVlll� AUG 2, 2011 PERMIT CENTER u- U J 0 Cr w 0 0 0 w E 0 V W i 0 0 0 0 cla ui 0 0 N 0 c 0 N 0 0 border.dwg, x631_base.dwg, jay.dwg 0 x a E C 2 0 0 0 Y 0 L 0 0 m a 0 0d 0 ri 0 18215 72ND AVENUE SOUTH N O 00 Cn z w X N 00 N N CO 00 N N N N 0 z cx Z W gN 0_ J 1- oz zw. z 0 ww 2 w >� U co .n O E. O N z 2 0 r CD L MPETERSON • 0 0 Date /Time:8 /21 /201 1 10:20 AM 0 Pi 0 N 0 MI 0 0 U U) 0 0 0 0 0 o °o c-♦ LIGHT FIXTURE SCHEDULE SYMBOL MARK TYPE MOUNTING QTY MANUFACTURER AND CATALOG NUMBER LAMPING pTy VOLTS warts TYPE A FLUORESCENT SURFACE 27 4 -TUBE SURFACE STRIP FLUORESCENT T -8 LITHONIA #TC 2 32 MVOLT GEB10IS (TANDEM SURFACE MTD 4 "x8, 4 -LAMP w/ COVERS) 4 120 130 42K SYLVANIA, T8 B FLUORESCENT SURFACE 3 2 TUBE x4 SURFACE MOUNT, LSI, SUMUNE VANDAL RESISTANT, #VL -2 -32- SSOR -EM -UE 2 120 65 T8, RAPID START k = = = =� C FLUORESCENT SURFACE 5 2 TUBE x4 SURFACE MOUNT, LSI, LOW PROFILE WRAPAROUND, #WNA10- 2- 32- SS010 -F -UE 2 120 65 T8, RAPID START �____ ® D FLUORESCENT SURFACE 4 1 TUBE x4 SURFACE MOUNT, LSI, LOW PROFILE WRAPAROUND, #VL- 1- 32- SSOR -UE 1 120 32 T8, RAPID START ( E LED SURFACE 8 VAPOR PROOF LIGHT FOR FREEZER/ COOLER (BY COOLER MFR) KASON #1806LED00k FIXTURE W /LAMP AND OPTIC GLOBE 1 120 11.5 LED F METAL HALIDE SURFACE 1 LSI HILTON WALL SCONCE, LSI #HIWSD -WW- 175 - PSMH -F- 120 -WHT -700 1 120 175 METAL HALIDE - DOWNUGHT ONLY G NOT USED C7 H METAL HALIDE SURFACE 7 LSI HILTON WALL SCONCE, LSI #HIWS -3N- 175 - PSMH -F- 120 -WHT -700 1 120 175 METAL HALIDE - UP /DOWN UGHTING J FLUORESCENT SURFACE 11 1 TUBE x4 SURFACE MOUNT, LSI, FORECASTER, WEATHER RESISTANT, #FC- 1- 32- SS010 -IB -UE 1 120 32 T8, RAPID START ® EMERGENCY LIGHTING BATTERY BACK UP CEILING/ WALL 3 COMBO LED EXIT SIGN AND EMERGENCY LIGHT 2 6V 5.4 - EX LSI #EMEXR- 1 /2 -R -W- 120/277 -EM BERC2 CLIP "ATTACHED WALL" BERC2 BERC2 CLIP "UNATTACHED WALL" BERC2 A 04# 1/1 m min. B SUSPENDED CEILINGS ARE TO COMPLY WITH FOLLOWING CODES AND REGULATIONS: A) 2009 IBC SECTIONS 803.1 AND 1613.1. B) ASTM C635 AND ASTM C636 (REFERENCED IN OSSC 808.1.) ASTM IS AN ACRONYM FOR AMERICAN SOCIETY FOR TESTING MATERIALS. C) AMENDMENT TO ASCE 7 -05, SECTION 13.5.6.2.2, ITEM C (REFERENCED IN OSSC 1613.7.8.) ASCE IS AN ACRONYM FOR AMERICAN SOCIETY OF CIVIL ENGINEERS. D) CISCA RECOMMENDATIONS FOR SEISMIC ZONES 3 -4 (REFERENCED IN ASCE -7 -05 SECTION 13.5.6.2.2.) CISCA IS AN ACRONYM FOR CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION. E) NWCB TECHNICAL BULLETIN NO. 401. NWCB IS AN ACRONYM FOR NORTHWEST WALL & CEILING BUREAU. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION GENERAL NOTES: A. ALL DIMENSIONS SHOWN ON REFLECTED CEILING PLAN ARE FROM FACE OF WALL FINISH UNLESS NOTED OTHERWISE B. ALL BACKROOM CEILING TILES ARE TO BE WASHABLE PER HEALTH DEPARTMENT REQUIREMENTS. C. FLAME SPREAD CLASSIFICATIONS FOR INTERIOR CEILING FINISHES SHALL COMPLY WITH 2009 IBC TABLE 803.5. KEYED NOTES: 01 EXIT SIGNS, SEE ELECTRICAL DRAWINGS FOR LOCATION AND TYPE O2 SURFACE MOUNT LIGHT FIXTURES IN THIS AREA. O COOLER /FREEZER LIGHTS TO BY MANUFACTURER 20AMP 120VAC CIRCUIT FOR FLUORESCENT LIGHT DISPLAY AT THE CIGARETTE RACK LOCATION. O CEILING MOUNTED SECURITY CAMERAS AND SOUND SPEAKERS, NOT SHOWN. THESE ARE PROVIDED AND INSTALLED BY VENDOR(S). O UNRESTRAINED EDGE PER SUSPENDED CEILING DETAILS THIS SHEET Oj EXTERIOR JUNCTION BOX FOR WALL SIGN CEILING FINISH: TYPE: USG #3270 "CLIMAPLUS VINYL" 24 "x48 "02" (WHITE) WASHABLE SUSPENDED CEILING TILE (OR APPROVED EQUAL). FLAME SPREAD 25, CLASS A; SMOKE DEVELOPED: 50; ASTM E84. GRID: CHICAGO METALLIC GRID — EXPOSED GRID SYSTEM (FLAT WHITE) CT -1 GWB TYPE: i" GYPSUM BOARD CEILING AT 8' -6" ABOVE FINISHED FLOOR. HANGER WIRE - NOT TO EXCEED 6' -O" -SPLAY BRACE WIRE 8" (MAX.) OR 1/4 LENGTH OF DIST. TO FIRST MAIN 2 "x2" WALL TRIM CROSS TEE HEAVY DUN MAIN BEAM LAY -IN CEILING TILE c 0 0 0. Y 0 0 0 0 z Z J 0_ O Z J W 0 0 0 CC NTERURBAN AVE SOUTH oo co 3/4' GAP CONT. HORIZ. /STRUT TO / PREVENT SPREADING OF RUNNERS 2 "x2" WALL TRIM FIXED EDGE - A UNRESTRAINED EDGE - B SUSPENDED CEILING DETAIL AT WALL SECURE SUPPORT WIRES TO EXISTING STRUCTURE 1/2" EMT — RUN TIGHT TO STRUCTURE ABOVE (5' -10" MAX. FOR 1/2" DIA.), SEE NOTE 6. 12 GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12' -0" O.C. EACH WAY AND WITHIN 6' -0" OF EACH WALL VERTICAL — 12 GA. HANGER WIRE AT 4' —O" O.C. 3/4" EMT — NOTCH OVER MAIN RUNNER DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK— NUT AFTER CEILING SYSTEM IS LEVELED 45' MAX. TIE WIRES: (3) TURNS MIN. AROUND ITSELF WITHIN 3" MAXIMUM (TYPICAL) 45' MAX. HEAVY DUTY MAIN BEAM CROSS TEE (4) -12 GA. SPLAY WIRES SPLAYED 90' FROM EACH OTHER AND 45' FROM CEILING PLANE LAY -IN CEILING SUSPENSION SYSTEM TYPICAL CEILING DETAILS SCALE: N TS SUSPENDED CEILING NOTES: 1. NEW OR ALTERED SUSPENDED CEILING SYSTEM MUST BE HEAVY DUTY SYSTEM CONFORMING TO ASTM C 635 AND ASTM C 636. OSSC 2010 808.1.1.1 AND IN ACCORDANCE NORTHWEST WALL & CEILING BUREAU TECHNICAL BULLETIN NO. 401. 2. SUSPENDED MEMBER GRID MUST BE ATTACHED TO TWO ADJACENT WALLS ON MINIMUM 2" WIDE WALL MOLDINGS OR CLOSURE ANGLES AT THESE WALLS. 3. ENDS OF SUSPENDED MEMBER MAIN RUNNERS AND CROSS RUNNERS MUST BE TIED TOGETHER TO PREVENT DISLOCATION. 4. LIGHT FIXTURES 10Ibs. TO 551bs. IN WEIGHT MUST BE SUPPORTED TO STRUCTURE BY AT LEAST TWO #12 GAGE HANGER WIRES, EACH AT TWO OPPOSING SIDES, AND SHALL BE ATTACHED TO SUSPENDED MEMBER GRID AT TWO OPPOSING SIDES. WIRES MAY BE SLACK. 5. HVAC TERMINALS OR REGISTERS 20Ibs. TO 561bs. IN WEIGHT SHALL BE POSITIVELY ATTACHED TO SUSPENDED MEMBER MAIN RUNNERS, OR TO CROSS RUNNERS WITH EQUAL CARRYING CAPACITY , AND MUST ALSO BE SUPPORTED TO STRUCTURE BY AT LEAST TWO #12 GAGE HANGER WIRES AT TWO OPPOSING SIDES. WIRES MAY BE SLACK. 6. EMT CONDUIT — SIZE AND LENGTHS: i" EMT CONDUIT — UP TO 5' -10 "; i" EMT CONDUIT — UP TO 7' -8 "; 1" EMT CONDUIT UP TO 9' -9" OR METAL STUDS — SIZE AND " LENGTH:��i�QQ__ SINGLE 1 METAL STUD (20GA). - UP TO 12' -0" CITY��fRVlll� AUG 2, 2011 PERMIT CENTER u- U J 0 Cr w 0 0 0 w E 0 V W i 0 0 0 0 cla ui 0 0 N 0 c 0 N 0 0 border.dwg, x631_base.dwg, jay.dwg 0 x a E C 2 0 0 0 Y 0 L 0 0 m a 0 0d 0 ri 0 18215 72ND AVENUE SOUTH N O 00 Cn z w X N 00 N N CO 00 N N N N 0 z cx Z W gN 0_ J 1- oz zw. z 0 ww 2 w >� U co .n O E. O N z 2 0 r CD L MPETERSON • 0 0 Date /Time:8 /21 /201 1 10:20 AM 0 Pi 0 N 0 MI 0 0 U U) 0 0 0 0 0 o °o c-♦ IMPORTANT EQUIPMENT NOTES: 1. REST ROOM EQUIPMENT, AS LISTED 2. ALL EQUIPMENT WILL BE SUPPLIED COORDINATION, ELECTRICAL AND /OR 3. NOT USED 4. SEE ALSO, EQUIPMENT ORDER LIST ON A1.6, WILL BE SUPPLIED AND INSTALLED BY G.C. & INSTALLED BY G.C. UNLESS OTHERWISE NOTED. VENDOR ITEMS REQUIRE G.C. PLUMBING. ON SHEET A1.5 FOR ADDITIONAL REQUIRED ITEMS NOT SHOWN ON THIS PLAN. above VENDOR : MUZAK 72" PLASMA TV VERIFY ELECT/ CABLE REQ. & SUPPORT CONNECTIONS (2) CAT5 (2) PHONE 30 X 60 TABLE I� 1111 VIII FIER II VIII VIII 111111A II u 1111 1111 11111 1111 ittlill1111I 11121112 BACK ROOM BEER CAVE ( 38 ) 1111 11111 1111 1111 coat rack 1/1/ ///1 1111 11111 1111 42"SH ELVES File under 2' -7" ET OPENI 32 X 80 (TABLE) W/ CHAIRS 32 X 80 (TABLE) W/ CHAIRS 1' ED SECURE WORK RAGE 9" on roof 8' -0" 5-10" PROVIDE WATER, DRAIN & ELECTRICAL STUB UP UNDER ISLAND BAR 10' -2" under 32 X 80 (TABLE) W/ CHAIRS LEARNING CENTER FURNITURE SUPPLIED BY JACKSONS 32 X 80 (TABLE) W/ CHAIRS 4' -0" under 7' -4" ( ao 1 on roof Lotto ticket display PIN pad Scanner 32 X 80 (TABLE) W/ CHAIRS 32 X 80 (TABLE) W/ CHAIRS INN INN PROVIDE 6" SQ. SS CHASE DOWN FROM CEILING FOR ELECT & REFRIGERANT LINES below bun box under ELECTRICAL BOXES MOUNTED WITHIN CABINET, 3 MINIMUM SALES AREA Lotto CASHIER ( 36 ) exterior machine 7' -0" PIN pad Scanner FRITO Lotto PROVIDE A 20AMP 120VAC CIRCUIT FOR FLUORESCENT LIGHT DISPLAY AT THE CIGARETTE RACK LOCATION 0 RESPONSE TO AGENCY COMMENTS a a -0 E 0 ID d 0 z EQUIPMENT FLOOR PLAN TUKWILA STORE No. 631 13138 INTERURBAN AVE SOUTH TUKWILA, WASHINGTON ticket display 5-5" NM MEN's REST ROOM wow mu Lotto promo display Lotto NOTE: cat EQUIPMENT IN CASHIER AREA SUPPLIED BY JACKSONS, INSTALLED BY G.C. LIG° 9' -2" aINSIDE DI HALLWAY exterior EQUIPMENT FLOOR PLAN REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION 0 ccU J w 0 0 w 0 c� MERIDIAN, ID 83642 www jacksonsfoodstores.com G) 0 0 v7 0 0 2 0 xll E C 0 0 Y 0 d o .0 v 0 a 0 Q 0 d 0 rri 0 72ND AVENUE SOUTH LO N 00 x LL N O N 00 CO • oo I I LO LC) N N LO LO -N�- 0 z z z z z L1.1 w z 0 z w J_ w U z w O z w 0 z V) it �rs�) C7 N yJv Job Number MPETERSON w X 11 0) 0 0 0 File:P: \14000s\ 14700\ architectural \631 _bce14700— A1.4.dwg Date /Time: 12/2/2011 RETAIL EQUIPMENT and UTILITY REQUIREMENTS SCHEDULE NO. OW. ITEM ELECTRICAL REQUIREMENT PLUMBING REQUIREMENT NOTES MANUFACTURER PART / CAT 1 SUPPLIER NO. QTY. ITEM ELECTRICAL REQUIREMENT PLUMBING REQUIREMENT NOTES MANUFACTURER PART / CAT 1 SUPPLIER 1 COFFEE BREWER 120/208V/30 AMP in CW FLARE BUNN #42750.0001 DIGITAL BREWER #42750.0001 w/ TIMER DSG2 JACKSONS 1 "FRAZIL" GOURMET ICE SYSTEM 120V / 6OHz; 11A NEMA 5 -15P " CW BUNN ULTRA -2 JACKSONS 3 COFFEE SERVER (URNS) NONE NONE BUNN #427500001 DIGITAL SERVER #42750.0001 w/ TIMER DSG2 JACKSONS 1 . ICEE 215 - 240V; 1 N 30AMP " CW; 25 PSI MIN. ICEE MODEL #550 (2 -head) VENDOR 1 12 —HEAD FOUNTAIN w/ ICE MAKER 115V / 601-1z / 1 N 5.2A (SINGLE OUTLET) in CW INLET & .75" PVC (NPT) or 1" FLEX TUBING; SYRUP. TotalFlex Manifolding CORNELIUS ENDURO 300 12 -VALVE #02813 ICE & BEVERAGE VENDOR 26 1 KRAFT COFFEE BAR RACK NONE NONE VENDOR 1 ICE CUBE MACHINE 115 / 60 / 1 N CIRCUIT AMP 14.2A in CW FPT INLET & i" FPT DRAIN (Water Pressure In: min. 2Opsi; max. SOpsi) AIR COOLED (REMOTE CONDENSER, SEE 144 BELOW) MANITOWOC S- SERIES 850; MODEL #SY -0874C (half -dice) DISPENSER #724187 #3000, 1 -ROLL PAPER TOWEL FOAMING SOAP DISPENSER #211318 JACKSONS JACKSONS JACKSONS 4 @ 1 HOT CAPPUCCINO MACHINE 120V / 6OHz; 1800W / 15A NEMA 5 -15P " CW w/ MALE FLARE CURTIS G3 #PCGT5F1 0000 MODEL T5F1 JACKSONS 2 PAPER TOWEL DISPENSER GEORGIA PACIFIC ( 28 ) 1 FLAVORED CREAMER 110V to 120V / 60Hz; 12AMP NONE COUNTERTOP EIEIO, INC. MAGICOW 6 JACKSONS 2 SOAP DISPENSER DIAL 6 29 1 UNDERCOUNTER REFRIGERATOR 115V / 60Hz / 1; 5AMPS; NEMA 5 -15P LOW PROFILE REFRIGERATOR; ELECT IN ISLAND BAR TRUE TUC -48 JACKSONS 1 DVD RENTALS 110V (VERIFY w /VENDOR) NONE DEDICATED ELECTRICAL LINE REDBOX OUTDOOR KIOSK - "LITE" VENDOR ( 30 ) 1 PASTRY DISPLAY NONE NONE SPARTAN SHOWCASE MODEL #92429 JACKSONS 1 BAG -N -BOX SYSTEM (FOUNTAIN) VENDOR 8 1 THREE COMPARTMENT SINK NONE" HW," CW, INDIRECT WASTE 14 X 10 BOWL SIZE X 9 Y" d W/ (2) 12 DRAINBOARDS EAGLE GROUP 310- 10 -3 -12 w/ PRE -RINSE FAUCET #2210 w/02910 -12 ADD -ON FAUCET G.C. 1 BAG -N -BOX SYSTEM (FCB) VENDOR 9 ® 1 8' OPEN DISPLAY 110V 60Hz / 1 / 1i" DRAIN - VERIFY ERIFY ELECTRICAL REQURE ENTS REMOTE CONDENSER, SEE 40 BELOW) SOUTHERN FIXTURES 8' MDI- 04MS -2FR -REM JACKSONS ® 1 BULK CO2 FOR POST MIX LIQUIDATOR LIQUIDATOR 300 CO2 SYSTEM NUCO2 / LF300 -0000 VENDOR JACKSONS 10 1 DROP -IN SS HAND SINK NONE" NONE HW," CW, 2" DIRECT WASTE NONE EAGLE GROUP CDI- 10- 14 -9.5 -1 COMPLETE w/ GOOSENECK FAUCET (LEVER HANDLES) G.C. JACKSONS 1 ATM POWER & DATA IN SLAB 34 1 FIRST LOOK CONDIMENT STATION 1 PHONE CARD STAND NONE JACKSONS ® ® 2 DISPLAY BOX NONE NONE 24 "h X 24 "d X 48 "w JACKSONS 1 ICE MERCHANDISER *HP COMPRESSOR LEER UPRIGHT MODEL 60 VENDOR ® 36 1 NACHO -CHILI DISPENSER 120V / 1.7A / 215W NONE GEHL's JACKSONS 1 PROPANE EXCHANGE PROGRAM NONE NONE ATTACH w/ POWDER DRIVEN PINS TO CONCRETE WALK (BY G.C.) VENDOR 14 ® 1 CHIP RACK NONE NONE GEHL's JACKSONS 3 WALK —IN COOLER G.C. ® ( 38 ) 2 OPEN HOT CASE DISPLAY 120V / 12.5 AMP; 1500 W; 6 FT CORD NONE INDIVIDUAL BRANCH CIRCUIT WISCO 282 -24 -R JACKSONS 1 WALK -IN FREEZER $ t G.C. 16 39 2 MICROWAVE 120V / 6OHz /1; 1000w NEMA 5 -15R or NEMA 5 -20R NONE PANASONIC NE -1054 JACKSONS 1 REMOTE CONDENSER 208 -230 / 3 REMOTE CONDENSING UNIT FOR ITEM #10 HTPG MODEL #RLH251E44 -E COMPRESSOR : CS20K6E JACKSONS ED C 40 ) 1 CONDIMENT STATION NONE NONE VENDOR 41 1 HAND SINK NONE 1i" P -TRAP; 1i" IPS; in IPS HOT /COLD RECEIVED 02 ADVANCE TABCO 7 -PS -40 COMPLETE w/ (2) 12" HIGH SPLASH GUARDS & LEVER HANDLE FAUCET G.C. C 18 ) 2 ROLLER GRILL - LARGE 120V / 60Hz; 985W / 8.3A; NEMA 5 -15P; 208 / 240V; 1260 / 1665W, 6.2/7 A NONE APW WYOTT HR(S) -50S; w/ SNEEZE GUARD; DIVIDER KIT; BUN CAB & DIAL COVERS JACKSONS 19 1 CONDIMENT TRAY NONE NONE ACRYLIC W/ INTEGRAL SNEEZE GUARD SHOPCO USA 24 "L x 6 "d x8 "h (CLEAR ARYLIC) JACKSONS 1 MOP SINK NONE i" FNPT INLET & OUTLET DEC 20-11 FIAT #MSB 2424; w /OPTIONS; INCLUDES (2) MOP RACKS MI65R6DS13 (65 GALLON) G.C. G.C. 20 ) 42 5 STORAGE RACKS NONE NONE NONE NONE METRO METRO WIRE - iIJ2H GREW/ EPDXY WIRE- #J2460K W/ #J74K POSTS 24 "x60 9x72H CHROME WIRE- #J2460C W/ #J74C POSTS JACKSONS JACKSONS 1 HOT WATER HEATER -'a II-CENTER TER BRADFORD WHITE ® 43 4 STORAGE RACKS 1 REMOTE CONDENSER (cubed) 208 -230 / 50 -60hZ / 1; 1241bs REMOTE CONDENSING UNIT FOR ITEM #27 MANITOWOC CDC -0885 W/ INTERCONNECTING TUBING JACKSONS 44 6 STORAGE RACKS NONE NONE ISS SHELVING (28 EA)- 3048Y GOLD BOND SHELF (28 EA)- P7 4Y GOLD BOND POST (28 EA)- PFBM48 BIN MARKER JACKSONS 2 DRYING RACKS NONE NONE METRO (SUPER ERECTA ) WALL MOUNTS (2) #1WD18C & (1) #2WD18C; (2) #18C36NC CHROME SHLVS JACKSONS cm 1 COAT RACK NONE NONE 36" WIDE WALL -MOUNT COAT RACK w /HANGERS /SHELF NATIONAL BUSINESS FURNITURE ITEM #91337, COLOR: BLACK G.C. ( 46 ) ea 3 TRASH RECEPTACLE NONE NONE 13.5 "SQ x 32 "h; STANDARD BLACK HOWARD HOWARD R12 -ASPEN SERIES 12 GAL LITTER /TRASH RECEPTACLE G.C. UNI -KOAT; NO STONE PANELS ALLOWED 0 ccU J w 0 0 w 0 c� MERIDIAN, ID 83642 www jacksonsfoodstores.com G) 0 0 v7 0 0 2 0 xll E C 0 0 Y 0 d o .0 v 0 a 0 Q 0 d 0 rri 0 72ND AVENUE SOUTH LO N 00 x LL N O N 00 CO • oo I I LO LC) N N LO LO -N�- 0 z z z z z L1.1 w z 0 z w J_ w U z w O z w 0 z V) it �rs�) C7 N yJv Job Number MPETERSON w X 11 0) 0 0 0 File:P: \14000s\ 14700\ architectural \631 _bce14700— A1.4.dwg Date /Time: 12/2/2011 COPING 80' -0" 5-0" 15-8" 26-10' 25-10" 11' -8" 3' -9" l'-3" C—% I irl` - II - -III— �1 BASE OF CANT STRIP INDICATES ROOF TRUSS LOCATIONS BELOW DRAFT STOP 4- 4- 1 /4" / FT. TYP. 0 INDICATES AWNINGS BELOW ROOF PLAN — 0— _>— INDICATES AWNINGS BELOW 1 /4" / FT. TYP. BASE OF CANT STRIP r .0. PAR A91`T 20' FRAMING AA ∎A3.1 INDICATES AWNINGS BELOW LADDER UP SAFETY POST FLAT 3X" M.S. AT 24" O.C. SECURED TO ROOF TRUSS SECURE TO ROOF TRUSS FIBERGLASS INSULATION .13.1.1 / 1 G11.t1.1,16 ............. :=L11=7:1110 D RAFTSTO P SCALE: 1 1 /2" = 1' -0" MOUNTING ANGLE W/ 9/16" X 1 1/2" SLOTS " THRU BOLTS EACH SUPPORT —TYP ROOF SHEATHING ROOF TRUSS ,2" GWB GWB ACOUSTICAL CEILING TILE, WHERE OCCURS 24 "x30" ROOF HATCH "LANE AIRE" #RHD3238 OR EQUAL, SUCH AS "BILCO" 3 Ys" FIBER CANT STRIP BUILT UP ROOFING ASSEMBLY, EXTEND TO UNDERSIDE OF ROOF HATCH FLASHING 3{6" x 2" WALL BRACKET L WALL MOUNTED ACCESS LADDER: O'KEEFFE'S #501 -10 2x STUD CURTAIN WALL 16" C.0 MAXIMUM rJ LJ 2x STUD BLOCKING AS REQUIRED 2x STUD BRACING AT EACH CORNER ---_ SUSPENDED CEILING AS SCHEDULED -� %" TYPE "X" GYPSUM BOARD CEILING HEIGHT s CO TRUSS EA SIDE OF NEW ACCESS FINISH AS SCHEDULED ft, LL J 0 y 0 a Y 0 m a) 0 0 z d) ROOF PLAN NTERURBAN AVE SOUTH Go M J O CO ROOF TRUSSES SEE STRUCTURAL FRAMING PLAN SIMPSON HTC4 ROOF TRUSS CLIP. V44 "GAP. SEE DETAIL 3/ A1.5 " THR EACH S U BOLTS JPPORT —TYP {1,llllU!flJIM I11Iff1111r'�111TfT CEILING HGT I TYPICAL 11k.FA .� 01 ROOF ACCESS LADDER DETAIL CH LEG BOLT SCALE: 1 1 /2" = 1 '-O" 5/8" GWB 3/4" PLYWOOD WALL SHEATHING " THRU BOLTS EACH SUPPORT —TYP 2x4 STUDS AT 16" O.C. 2x4 P/T SILL w /(2) 16d POWDER DRIVEN FASTENER I EVIE1N D FOR ODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION crrv�AVAILn AUG 2; ?n11 PERMffCENTER CC 0 N ' J C� Q co U C — W Z g O0 U CC W 0 0 LL www.jacksonsfoodstores.com 1) 0 0 (n .0 0 N 0 .I ;II 0 U 0 III 0 c rn 1) 0 EL 0 I 0 c . 3 0 0 a, 0 -0 0.20. Q ad 0 0 0) 0 0 18215 72ND AVENUE SOUTH N N) 0 00 rn z W Q N N CO CO 00 I I N N N N 0) c. U z > z c Z W g0) � J Zw O z� ww z� a w _ o 5 U (n L E o Z d' 0 r jay.dwg, border.dwg, x631_base.dwg 4- 0) X MPETERSON 0) 0 U CO 00 N 0 Date /Time:8 /21 /201 1 a O O N 0) 0 0 1 -6 0 U 4) U 0 O O N O 0 1) ,_9„ CAULK WHERE NEW SOLID SURFACE TOP MEETS WALL TILE ACCESSIBLE CLEARANCE w 0 GYP CEILING If N 1 -8 BASE ELEVATION A WOMEN GYP CEILING PAINTED WALL STRAIGHT CUT EDGE OF TILE NOTE: VERTICAL GRAB BAR WILL REQUIRE A SHIM AT THE TOP DUE TO WALL TILE BELOW. .1 CO 39"-41" GRAB BAR 0 TOP OF PORCELAIN TILE AFF �MAX.� 7" MIN. ELEVATION C WOMEN `— GYP CEILING PAINTED WALL STRAIGHT CUT EDGE OF TILE TOP OF PORCELAIN TILE AFF J " GRAB BAR CO CO 9" MAX.' 7" MIN. ELEVATION E MEN (0 CAULK WHERE NEW SOLID SURFACE TOP MEETS WALL TILE ACCESSIBLE CLEARANCE GYP CEILING ELEVATION G MEN B GYP CEILING —/‘ PAINTED WALL STRAIGHT bL TEDGE OF TIL T ITEM = F DESCRIPTION / NOTES 1 2 2' BOBRICK �— G URINAL 0 E #6501.010 "WASHBROOK" TOP SPUD, COLOR: WHITE; #6063.101.002 SELECTRONIC FLUSH VALVE (DC POWER REQUIRED); #047068 -0070A STAINLESS STEEL STRAINER �o MIN 2 GRAB BAR (18 ") BOBRICK #B -6806. 99x18 1i" DIA. CONCEALED MOUNTING, SATIN FINISH; SET 39 " -41" AFF AND WALL FINISH — NEW BY G.C. ,~■ I _ 0 In 1) 2 GRAB BAR (36 ") BOBRICK #B -6806. 99x36 1i" DIA. CONCEALED MOUNTING, SATIN FINISH; Q. SET CP 33 " -36" AFF.; RELOCATE EXISTING AS NECESSARY C 2 SEAT —COVER DISPENSER GEOIFIRGIC A PAC — 40" TO ACCESS TILE W LL 2 BABY CHANGING STATION KOALA KARE KB2r00 -05 GRANITE M E 5' MIN CLR ELEVATION B WOMEN GYP CEILING PAINTED WALL STRAIGHT CUT EDGE OF TILE \, QTY ITEM J- ID. # DESCRIPTION / NOTES 1 2 GRAB BAR (42 ") BOBRICK #B -6806. 99x42 1i" DIA. CONCEALED MOUNTING, SATIN FINISH; . SET 33 " -36" AFF.; RELOCATE EXISTING AS NECESSARY URINAL 0 E #6501.010 "WASHBROOK" TOP SPUD, COLOR: WHITE; #6063.101.002 SELECTRONIC FLUSH VALVE (DC POWER REQUIRED); #047068 -0070A STAINLESS STEEL STRAINER 2 GRAB BAR (18 ") BOBRICK #B -6806. 99x18 1i" DIA. CONCEALED MOUNTING, SATIN FINISH; SET 39 " -41" AFF AND WALL FINISH — NEW BY G.C. z w I 0 In 1) 2 ELEVATION D WOMEN LL w J z g 0 0 CL 0 0 ,—TRASH CHUTE 0_ 0 0 _1 0 V) 0 a N) OPERABLE LEVERS GYP CEILING PAINTED WALL STRAIGHT CUT LAMINATED EDGE OF TILE PARTITION 0 E z w F G ,—TRASH CHUTE 0 TILE WALL M SOLID TOP 40" MAX TO OPERABLE LEVERS ELEVATION F MEN GYP CEILING PAINTED WALL STRAIGHT CUT EDGE OF TILE 3' -6" 2' MIN al N X J ro o VERT GRAB BAR ELEVATION H MEN 5' MIN CLR USE TEMPLATE FROM AM. STD. FOR SPECIFIED , DROP —IN SINK; FRONT RIM OF SINK TO BE 2— INCHES FROM TOP EDGE AS SHOWN RESTROOM ACCESSORIES MARK QTY ITEM MANUF. ID. # DESCRIPTION / NOTES AMERICAN STANDARD 2 GRAB BAR (42 ") BOBRICK #B -6806. 99x42 1i" DIA. CONCEALED MOUNTING, SATIN FINISH; . SET 33 " -36" AFF.; RELOCATE EXISTING AS NECESSARY URINAL A AMERICAN STANDARD #6501.010 "WASHBROOK" TOP SPUD, COLOR: WHITE; #6063.101.002 SELECTRONIC FLUSH VALVE (DC POWER REQUIRED); #047068 -0070A STAINLESS STEEL STRAINER 2 GRAB BAR (18 ") BOBRICK #B -6806. 99x18 1i" DIA. CONCEALED MOUNTING, SATIN FINISH; SET 39 " -41" AFF AND WALL FINISH — NEW BY G.C. B 2 GRAB BAR (36 ") BOBRICK #B -6806. 99x36 1i" DIA. CONCEALED MOUNTING, SATIN FINISH; Q. SET CP 33 " -36" AFF.; RELOCATE EXISTING AS NECESSARY C 2 SEAT —COVER DISPENSER GEOIFIRGIC A PAC — 40" TO ACCESS D 2 BABY CHANGING STATION KOALA KARE KB2r00 -05 GRANITE HORIZONTAL WALL MOUNTED BABY CHANGING STATIONS; BED IS 35" AFF IN OPEN POSITION — NEW BY G.C. E 2 MIRROR BOBRICK #B -293 1836 TILT MIRROR WITH STAINLESS STEEL FRAME; 18X36 Tr 1 2 SOAP DISPENSER GEORGIA PACIFIC 211318 WALL MOUNTED "DIAL" FOAMING SOAP DISPENSER G 2 PAPER TOWEL DISPENSER GEORGIIFIC A PAC 093567 #3000 SURFACE MOUNTED 2 —ROLL PAPER TOWEL DISPENSER H 2 TOILET PAPER DISP. GEORGIA PACIFIC _ SURFACE MOUNTED 2 —ROLL TOILET TISSUE DISPENSER J 1 SANIT. NAPKIN DISP. BOBRICK #B -270 SURFACE MOUNTED K 2 UTILITY HOOK BOBRICK #B -6707 SURFACE MOUNTED, SATIN FINISH L 2 13 GALLON TRASH CAN simple human 50 LITER/ 13 GALLON BRUSHED STEEL; BULLET OPEN CAN 27.4" HIGH SKU #CW1466 (NOTE: PURCHASE FROM COSTCO) M N KEYNOTES ALL ACCESSORIES SUPPLIED AND INSTALLED BY G.C. CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED FOR ALL ACCESSORIES AND SHELVING, DASHED LINES ON ELEVATIONS REPRESENT APPROXIMATE LOCATIONS OF BLOCKING PROVIDE ADA PIPE WRAP ON ALL EXPOSED PIPING. RESTROOM PLUMBING FIXTURE SCHEDULE ITEM QTY MANUF. MODEL NUMBER(S) TOILET 2 AMERICAN STANDARD 3465.160 "MADERA ", COLOR: WHITE (COMPLETE W /INLET SPUD AND BOLT CAPS /RETAINERS); W/ #5905.100 EXTRA HEAVY DUTY OPEN FRONT LESS COVER AND #6065.161.002 SELECTRONIC FLUSH VALVE (DC POWER REQUIRED) LAVATORY 2 AMERICAN STANDARD 0405.008EC "TROPIC OVAL COUNTERTOP" W/8 —INCH CENTERS, COLOR: WHITE; W/ LEVER HANDLED FAUCET #7038.801 TROPIC WIDESPREAD; FINISH: #022 POLISHED CHROME URINAL 1 AMERICAN STANDARD #6501.010 "WASHBROOK" TOP SPUD, COLOR: WHITE; #6063.101.002 SELECTRONIC FLUSH VALVE (DC POWER REQUIRED); #047068 -0070A STAINLESS STEEL STRAINER NOTE: REFER TO INTERIOR ELEVATIONS FOR ACCESSORY PLACEMENT WITHIN REST ROOM REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION 6" DIA COUNTER HOLE FOR LARGE TRASH CHUTE, 22 —GAUGE 304 STAINLESS STEEL; SAN JAMAR #L360C (6.6 "DIAx5.25L) RESTROOM COUNTER PLAN -SHORT SCALE: 1 /2" = 1' -0" USE TEMPLATE FROM AM. STD. FOR SPECIFIED DROP —IN SINK; FRONT RIM OF SINK TO BE 2— INCHES FROM TOP EDGE AS SHOWN 51" TOP 171" R2" 50" BASE W Q N 0 0 6" DIA COUNTER HOLE FOR LARGE TRASH CHUTE, 22 —GAUGE 304 STAINLESS STEEL; SAN JAMAR #L360C (6.6 "DIAx5.25L) RESTROOM COUNTER PLAN -LONG SCALE: 1 /2" = 1' -0" 1 30" E r � 00 30" MEND` ,RESTROO 12" 36" 0 N .> 0 0 0 0 z N 0) z 0 a LI.I cI.I.I 0 O cc IJ.I cc 0 H z LU 0 co J_ NTERURBAN AVE SOUTH oo co M 0 1286 crtYRWAIL+ AUG 7 *3 2011 PERMIT CENTER REST ROOMS - FIXTURE / ACCESSORY PLAN O u- H O CCU J a U w 0 0 U w (v) www.jacksonsfoodstores.com a) (7, 0 0 0 N 0 F 0 it 0 0 FII 0 c 0) N 0 0. E v 0 0 0 Y 0 0) L 0 >xi 0 0 0 0 18215 72ND AVENUE SOUTH a N) NN CD N CO 01 (0 00 Q I I i N N Lo Y(NI . z 0 w w z 0 w > 0 a L N 0) 0 I co N) x 0) 1_ 0) N) 0) -a 0 01 0 0) 0 0 01 0 0) 0) 0 I 01 0) 0 0) X MPETERSON 0) 0 0 Cr) Date /Time:8/18/201 01 0 0 N 7 0 0 _I P7 i O L 0 U (0 N O 0 0 0 0 1- 0 0 0 0) BULLNOSE, TYPICAL Q'� N) m ±163" COUNTERTOP 14" / CNTR SLAT WALL © SALES SIDE 1i "x i" FLAT BAR BENT 90 DEGREES, SCREWED IN PLACE "REMOVABLE" (TYP. OF 2) SOLID SURFACE COUNTERTOP ,ANGLED COUNTERTOP SEE PLAN CUT TILE BASE 165" ,ANGLED CABINET/ SLATWALL AD CASHIER CABINET ELEVATION ADJUSTABLE SHELF, TYPICAL (1 EA. CABINET) LOTTERY SCRATCH DISPLAY SEE PLAN 24" DEEP SLIDING SHELF LOTTO SCRATCH TICKET DISPENSER LOTTERY SCRATCH DISPLAY 14" CNTR i •• • SEE DETAIL 10/A1.5 w CO U Z 0 U X ED FLOOR U / ±25" ANGLED CABINET SEE PLAN ROLLMATE BAG HOLDER (SINGLE PROBE), TYP 2 PLACES. 36" PHONE & DATA 24" 1552" CABINET CASHIER CABINET ELEVATION EXTEND TILE UNDER SAFE ROLLMATE JAWS PLATE, TYP 2 PLACES. LID SURFACE OUNTERTOP ABV. CASHIER FLR 4. IN N 37" R3�• "\ 26" Ili 11" �lZW_Ip� J ACCESSIBLE BULLNOSE, TYPICAL m EX. CONC. BASE WHITE LAMINATE CUT TILE BASE CASHIER CABINET ELEVATION CUT TILE BASE 201" COUNTERTOP CNTRTOP 26" CASHIER CABINET PLAN LOCKABLE TOP , DRAWER RECESSED PULLS co Ln CUT TILE BASE SOLID SURFACE TOP ON 1" / PLYWOOD 1, 49 "" CNTRTOP 0 0 48" CABINET CASHIER CABINET ELEVATION 63" COUNTERTOP 37" UNDER COUNTER CIGARETTE PUSHER (2' WIDE) o • iI PHONE & DATA ''''-....4,..0 • il it I ------------------ ----------- - - -- o !! !I !I I I WirAirdgalaw02110X.MAI 11 MEI, I I 18" ±32 y2 >' ±134» / , 24" CABINET 65" / ANGLED CABINET SEE PLAN CASHIER CABINET ELEVATION 37" OVERALL TOP WIDTH 1" 24" " 3,, 3» •-IN SLAT WALL APPLIED OVER 3/4" CABINET BACK w (n U Z 0 0 w TILE BASE OVER SLATWALL it c ADJUSTABLE SHELF • II II II II �,I h R.., FLQOR 234" INSIDE DEPTH �N 1 CABINET SECTION SCALE: 1 " =1' —O" w (n m U 0 0 X w CABINET FINISHES & EQUIPMENT CABINET LAMINATE: FORMICA #949 WHITE FOUNTAIN WALL LAMINATE: FORMICA #845 RED SOLID SURFACE COUNTER TOP: WILSONART "LIGHT BEIGE MIRAGE" #1531 MG CABINET PULLS: 1i" DIA. FLUSH FINGER PULL; BLACK; HAFELE #158.80.190 FLUSH HANDLE, POLYAMIDE, 60mm DIA., JET BLACK CUP DISPENSER SLEEVE: MODULAR "SIMPLI- FLEX" #SF1005SL LID DISPENSERS: ACRY FAB LID SAVER: #LSO1 SOLO L44BN (LARGE FLAT) 4 EA ACRY FAB LID SAVER: #LSO1 SOLO 626TS (SMALL FLAT) 2 EA ACRY FAB LID SAVER: #LSO1 SOLO DLR842 (LARGE DOMED) 2EA ACRY FAB LID SAVER: #LSO1 SOLO DLR16 (SMALL DOMED) 1 EA NOTE: KEEP SMALL LIDS AT THE BOTTOM OF EACH STACK. NAPKIN DISPENSER: SAN JAMAR H2000 -SS (RECESSED) GRAPHICS: VINYL LETTERS ON FOAM BACKER SHELF SLIDER (UNDER COUNTER WHERE INDICATED): TANDEM PLUS DRAWER SLIDES, BY BLUM OR EQUAL CABINET HINGES: EUROPEAN STYLE; SELF CLOSING, BY BLUM OR EQUAL TRASH CHUTE (FOUNTAIN CABINET): SAN JAMAR 6" DIA. L360C STRAW HOLDERS (FOUNTAIN CABINET): VENDOR: WESTERN PLASTICS; KELLY SUNDQUIST 208.323.6740; ORDER (2) LARGE (LONG) AND (2) SMALL (SHORT) FOR FOUNTAIN CABINET; SMALL MUST ALWAYS BE INSTALLED BELOW THE LARGE. 1.1. ROUGH OPENING: 4" WIDE X 4" TALL 1.2. BELVE BOTTOM CUTS FROM OUTSDIE IN, APPROXIMATELY 45- DEGREES 1.3. ON SIDE WITH STRAW HOLDERS LOCATED AT THE BOTTOM; THE SHORT DISPENSER MUST BE AT THE BOTTOM; 3" ABOVE COUNTERTOP HILEX ROLLMATE HARDWARE (CASHIER): KIT CONTENTS: (3) BAG HOLDERS (SINGLE PROBES) (6) BRACKETS (2 PER PROBE) (2) JAWS PLATES (22) #10 SCREWS (1) SIZE STICKER STRIP ORDER (1) KIT FOR THIS PROJECT UNDER COUNTER CIGARETTE PUSHER: #05002 2' WIDE #05003 3' WIDE 1- 77 "± SECURED STORAGE PLAN 12" DEEP WHITE LAMINATE SHELF ABOVE WORK TABLE W/ WHITE WALL BRACKETS © 16" 0.C. NEW WORK TABLE WORK TABLE DESIGN CRITERIA TWO LAYERS OF 3/4" PLYWOOD GLUED AND SCREWED TOGETHER, RED LAMINATE ON TOP AND VISIBLE EDGE, ATTACH WOOD FURRING STRIPS TO 3 WALLS TO SUPPORT TOP AT A FINISHED HEIGHT OF 32" ABOVE FINISHED FLOOR 1 0. a 0 0 v 1 1 0 z 0 TUKWILA STORE #631 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION Ci'1(IFiGWAVIRMA AUG'2 2011 PERMIT CENTER L 0 z Q 0 cc ww ci v 0 (n 0 C 0 N `0 0 rn 0 0. E 0 v 0 0 0 Y 0 s 0 m 2 0- Q 18215 72ND AVENUE SOUTH INN N O N CO 00 N a) CO o0 I I �� NN NI NI W U w v) J z w ME 0 w Job Number 0 0 d' -C 0) MPETERSON Xref: , border.dwg, jay.dwg, cab — elevs.dwg, x631_base.dwg In Date /Time:8/18/2011 10:20 AM 0 h a 0 0 y C7 1 z 1 0 W (p D 0 4) -F-• L U L 0 0 0 N 0 00 CUT TILE BASE OVER :" BACKER BRD. —' 3" 24" 1, 24" 51" CABINET SOAP DISPENSER PAPER TOWEL DISPENSER CA COFFEE CABINET ELEVATION 1102" CABINET 53" 18" 18" 211" 2 32" Y818 N11C3 T t.f\ 1 1 I— M-1 SEE DETAIL 2/A1 7 - 0 0 0 0 K TRAS 0 0 53" 18" 18" 21-1" 2 1102' CABINET CB BEVERAGES CABINET ELEVATION r UP ©I$PEN$ER$ OPEN TO CORNER RECESS AREA; 9" TALL, SEE ELEV., TYPICAL TRASH CAN UNDER — NAPKIN DISPENSER 1 26" USE SOLID SURFACE COUNTERTOP MATERIAL FOR SPLASH GUARD DROP -IN HAND SINK; 18 " X 12,i" CUTOUT; VERIFY w /SINK MFR. COFFEE AND BEVERAGES CABINET PLAN (2) LAYERS SOLID SURFACE COUNTERTOP MATERIAL ADHERED TOGETHER, ROUTED EDGES; BOLT FROM UNDERSIDE 120" COUNTERTOP 71 00 120" COUNTERTOP BASE OVER BD, TYP. 36" ACRYLIC TRAYS TRASlt/I % �rn 0 0 0 24" 371" 2 371,, 2 17" 116" CABINET E ISLAND BAR CABINET ELEVATIONS 3/4" RADIUS DRIP (SAWCUT) "KERF" 54" COUNTERTOP 1 1 1 1 1 1 50" CABINET 54" COUNTERTOP 'k- N d 50" CABINET THIS END FACES STOREFRONT • 33" OVERALL TOP WIDTH 32" CUT TILE BASE OVER 4" BACKER BRD. SOLID SURFACE COUNTER TOP AT FOOD COUNTER & ISLAND BAR SURFACE MOUNT OUTLET BOXES, TYPICAL ADJUSTABLE SHELF __ -_____ 302" INSIDE DEPTH it SCUT IL-E-11 ====== __— =11 BA'E Il 3" CABINET SECTION SCALE: 1"=l'—O" TRASH CHUTE W/ STAINLESS SLEEVE i" WATER & 2" DRAIN STUBBED UP 6" AND CAPPED FOR FUTURE USE 24" 24" 51" STRAW HOLDERS 7 \'N- CRITICAL DIMENSION LARGE DOME (LIDS) SMALL DOME (LIDS) "LADDER" SUPPORT 1092" CABINET LAMINATE - FORMICA 845 RED FOUNTAIN CABINET ELEVATION STRAW HOLDER .... � -- - -' iiillinallignfillilli \ ±22 ,y n 10" , 1J.1 _ t;, III 33 ° -, TRASH r- - - - - - - - > — o o T " 17" 51" 24" 24" 116" CABINET 1 42 CUT TILE' in BACKE 71 00 120" COUNTERTOP BASE OVER BD, TYP. 36" ACRYLIC TRAYS TRASlt/I % �rn 0 0 0 24" 371" 2 371,, 2 17" 116" CABINET E ISLAND BAR CABINET ELEVATIONS 3/4" RADIUS DRIP (SAWCUT) "KERF" 54" COUNTERTOP 1 1 1 1 1 1 50" CABINET 54" COUNTERTOP 'k- N d 50" CABINET THIS END FACES STOREFRONT • 33" OVERALL TOP WIDTH 32" CUT TILE BASE OVER 4" BACKER BRD. SOLID SURFACE COUNTER TOP AT FOOD COUNTER & ISLAND BAR SURFACE MOUNT OUTLET BOXES, TYPICAL ADJUSTABLE SHELF __ -_____ 302" INSIDE DEPTH it SCUT IL-E-11 ====== __— =11 BA'E Il 3" CABINET SECTION SCALE: 1"=l'—O" TRASH CHUTE W/ STAINLESS SLEEVE i" WATER & 2" DRAIN STUBBED UP 6" AND CAPPED FOR FUTURE USE 24" 24" 51" STRAW HOLDERS 7 \'N- CRITICAL DIMENSION LARGE DOME (LIDS) SMALL DOME (LIDS) "LADDER" SUPPORT 1092" CABINET LAMINATE - FORMICA 845 RED FOUNTAIN CABINET ELEVATION STRAW HOLDER 3" SS ANGLE @ CORNERS, TYP. EA. SIDE -j" I. 9" 17" 1092" CABINET /COUNTERTOP RECESS AREA; TRASH CHUTE W/ 9" TALL, SEE ELEV. STAINLESS SLEEVE 9" STAINLESS STEEL WALL CAPS - FULL RADIUS 6" AND CAPPED FOR FUTURE USE 50" CABINET INSTALL (2) 2" BLACK CABLE GROMMETS IN TOP FOR POWER CORD DROPS OUTLET BOX FOR TUC -48 -LP 24" 371,, 2 116" CABINET 120" COUNTERTOP 371" 2 17" ISLAND BAR CABINET PLAN NOTE: CONTRACTOR OPTION: BUILD END WALLS OUT OF WOOD STUDS, END RESULT WILL BE 9" WIDE. FOUNTAIN CABINET PLAN THIS END FACES STOREFRONT 1' -0 3/4" CERAMIC TILE PER PLAN 1' -0 1/4" ROUGH OPENING ACOUSTIC CEILING @ 12' 6" N REMOV PANEL L � I .... � -- - -' iiillinallignfillilli 3" SS ANGLE @ CORNERS, TYP. EA. SIDE -j" I. 9" 17" 1092" CABINET /COUNTERTOP RECESS AREA; TRASH CHUTE W/ 9" TALL, SEE ELEV. STAINLESS SLEEVE 9" STAINLESS STEEL WALL CAPS - FULL RADIUS 6" AND CAPPED FOR FUTURE USE 50" CABINET INSTALL (2) 2" BLACK CABLE GROMMETS IN TOP FOR POWER CORD DROPS OUTLET BOX FOR TUC -48 -LP 24" 371,, 2 116" CABINET 120" COUNTERTOP 371" 2 17" ISLAND BAR CABINET PLAN NOTE: CONTRACTOR OPTION: BUILD END WALLS OUT OF WOOD STUDS, END RESULT WILL BE 9" WIDE. FOUNTAIN CABINET PLAN THIS END FACES STOREFRONT 1' -0 3/4" CERAMIC TILE PER PLAN 1' -0 1/4" ROUGH OPENING ACOUSTIC CEILING @ 12' 6" N REMOV PANEL L � I I-REVIEWED 1 oil CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila 1 BUILDING DIVISION 3/8" DIA. PIN PIVOT ASSEM. W/ HINGE N1 TRASH ROUGH OPENING 1/2" 1 n SI 1 /2" STAINLESS STEEL L FACE FLANGE "TRASH" IS WHITE ENGRAVED (ROUTERED) FROM BLACK LAMINATE TRASH DOOR DETAIL SCALE: 3 " =1 ' -0" 0) z J w 0 SIM ACOUSTIC CEILING "LADDER" SUPPORT SOLID SURFACE COUNTERTOP FOUNTAIN CABINET SECTION DESIGN INTENT: THE SECTIONS SHOWN ARE TO BE USED AS THE DESIGN INTENT; CABINET SUPPLIER IS RESPONSIBLE FOR FABRICATION AND SUPPORT REQUIREMENTS TO HOLD THE EQUIPMENT SHOWN. WALL & DOOR FINISHES: WALL FINISH: ORANGE PEEL KNOCKDOWN (GYP. BD. WALLS) WALL FINISH: CERAMIC TILE AT FAST FOOD COUNTER (SEE ELEVATION FOR DESIGNATIONS): v:21 DALTILE 44 x 4 SEMI- GLOSS; VERMILLION ODM1 (PROVIDE SBN FOR FINISHED EDGE) DALTILE 4 x 4 SEMI- GLOSS; SUEDE GRAY © 0182 (PROVIDE SBN FOR FINISHED EDGE) ©DALTILE 44 x 4 SEMI- GLOSS; WHITE 0100 (PROVIDE SBN FOR FINISHED EDGE) GROUT: LATICRETE SPECTRLOCK 20001G; COLOR: 44 BRIGHT WHITE INTERIOR WALL PAINT: KELLY MOORE #5770 -W "SHELL WHITE" INTERIOR DOOR PAINT: KELLY MOORE "DARK GRAY" CABINET FINISHES & EQUIPMENT CABINET LAMINATE: FORMICA #949 WHITE FOUNTAIN WALL LAMINATE: FORMICA #845 RED SOLID SURFACE COUNTER TOP: WILSONART "LIGHT BEIGE MIRAGE" #1531MG CABINET PULLS: 1i" DIA. FLUSH FINGER PULL; BLACK; HAFELE #158.80.190 FLUSH HANDLE, POLYAMIDE, 60mm DIA., JET BLACK CUP DISPENSER SLEEVE: MODULAR "SIMPLI- FLEX" #SF1005SL LID DISPENSERS: ACRY FAB LID SAVER: #LSO1 SOLO L44BN (LARGE FLAT) 4 EA 0 0 0 0 z NTERURBAN AVE SOUTH ACRY FAB LID SAVER: #LSO1 SOLO 626TS (SMALL FLAT) 2 EA ACRY FAB LID SAVER: #LSO1 SOLO DLR842 (LARGE DOMED) 2 EA ACRY FAB LID SAVER: #LSO1 SOLO DLR16 (SMALL DOMED) 1 EA NOTE: KEEP SMALL LIDS AT THE BOTTOM OF EACH STACK. NAPKIN DISPENSER: SAN JAMAR H2000 -SS (RECESSED) GRAPHICS: VINYL LETTERS ON FOAM BACKER SHELF SLIDER (UNDER COUNTER WHERE INDICATED): TANDEM PLUS DRAWER SLIDES, BY BLUM OR EQUAL CABINET HINGES: EUROPEAN STYLE; SELF CLOSING, BY BLUM OR EQUAL TRASH CHUTE (FOUNTAIN CABINET): SAN JAMAR 6" DIA. L360C STRAW HOLDERS (FOUNTAIN CABINET): VENDOR: WESTERN PLASTICS; KELLY SUNDQUIST 208.323.6740; ORDER (2) LARGE (LONG) AND (2) SMALL (SHORT) FOR FOUNTAIN CABINET; SMALL MUST ALWAYS BE INSTALLED BELOW THE LARGE. 1.1. ROUGH OPENING: 4 " WIDE X 4a" TALL 1.2. BELVE BOTTOM CUTS FROM OUTSDIE IN, APPROXIMATELY 45- DEGREES 1.3. ON SIDE WITH STRAW HOLDERS LOCATED AT THE BOTTOM; THE SHORT DISPENSER MUST BE AT THE BOTTOM; 3i" ABOVE COUNTERTOP HILEX ROLLMATE HARDWARE (CASHIER): KIT CONTENTS: (3) BAG HOLDERS (SINGLE PROBES) (6) BRACKETS (2 PER PROBE) (2) JAWS PLATES (22) #10 SCREWS (1) SIZE STICKER STRIP ORDER (1) KIT FOR THIS PROJECT UNDER COUNTER CIGARETTE PUSHER: #05002 2' WIDE #05003 3' WIDE CCTV IRI A AUG '2 2011 PERMIT CENTER 4 lL CO CO MEMO E O U to 1) O to Z3 0 0 tJ� 0 0) 0 ui "50 -, c N O 2 0 0 t 0 Ef N 0 0 0 18215 72ND AVENUE SOUTH Q U- N CO CNO 0000 1 1 Lo n N N Lo tO N N (0 z� Z� zw � J t- oz zw 6 O z� w z ww z� � z w� — > 0((/) Job Number O O a -c MPETERSON Xref: , jay.dwg, border.dwg, cab — elevs.dwg, x631_base.dwg ui 0 0 N Date /Time:8/18/2011 10:22 AM 0) 0 a i 0 0 N 0 0 r 0 0 0 U -c 0 0 0 0 0 0 0 ••:t Ii W Zr .... � -- - -' \BLE \ ±22 ,y n 10" , 1J.1 _ t;, III 33 ° -, " 1 42 14" 42" 43" I-REVIEWED 1 oil CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila 1 BUILDING DIVISION 3/8" DIA. PIN PIVOT ASSEM. W/ HINGE N1 TRASH ROUGH OPENING 1/2" 1 n SI 1 /2" STAINLESS STEEL L FACE FLANGE "TRASH" IS WHITE ENGRAVED (ROUTERED) FROM BLACK LAMINATE TRASH DOOR DETAIL SCALE: 3 " =1 ' -0" 0) z J w 0 SIM ACOUSTIC CEILING "LADDER" SUPPORT SOLID SURFACE COUNTERTOP FOUNTAIN CABINET SECTION DESIGN INTENT: THE SECTIONS SHOWN ARE TO BE USED AS THE DESIGN INTENT; CABINET SUPPLIER IS RESPONSIBLE FOR FABRICATION AND SUPPORT REQUIREMENTS TO HOLD THE EQUIPMENT SHOWN. WALL & DOOR FINISHES: WALL FINISH: ORANGE PEEL KNOCKDOWN (GYP. BD. WALLS) WALL FINISH: CERAMIC TILE AT FAST FOOD COUNTER (SEE ELEVATION FOR DESIGNATIONS): v:21 DALTILE 44 x 4 SEMI- GLOSS; VERMILLION ODM1 (PROVIDE SBN FOR FINISHED EDGE) DALTILE 4 x 4 SEMI- GLOSS; SUEDE GRAY © 0182 (PROVIDE SBN FOR FINISHED EDGE) ©DALTILE 44 x 4 SEMI- GLOSS; WHITE 0100 (PROVIDE SBN FOR FINISHED EDGE) GROUT: LATICRETE SPECTRLOCK 20001G; COLOR: 44 BRIGHT WHITE INTERIOR WALL PAINT: KELLY MOORE #5770 -W "SHELL WHITE" INTERIOR DOOR PAINT: KELLY MOORE "DARK GRAY" CABINET FINISHES & EQUIPMENT CABINET LAMINATE: FORMICA #949 WHITE FOUNTAIN WALL LAMINATE: FORMICA #845 RED SOLID SURFACE COUNTER TOP: WILSONART "LIGHT BEIGE MIRAGE" #1531MG CABINET PULLS: 1i" DIA. FLUSH FINGER PULL; BLACK; HAFELE #158.80.190 FLUSH HANDLE, POLYAMIDE, 60mm DIA., JET BLACK CUP DISPENSER SLEEVE: MODULAR "SIMPLI- FLEX" #SF1005SL LID DISPENSERS: ACRY FAB LID SAVER: #LSO1 SOLO L44BN (LARGE FLAT) 4 EA 0 0 0 0 z NTERURBAN AVE SOUTH ACRY FAB LID SAVER: #LSO1 SOLO 626TS (SMALL FLAT) 2 EA ACRY FAB LID SAVER: #LSO1 SOLO DLR842 (LARGE DOMED) 2 EA ACRY FAB LID SAVER: #LSO1 SOLO DLR16 (SMALL DOMED) 1 EA NOTE: KEEP SMALL LIDS AT THE BOTTOM OF EACH STACK. NAPKIN DISPENSER: SAN JAMAR H2000 -SS (RECESSED) GRAPHICS: VINYL LETTERS ON FOAM BACKER SHELF SLIDER (UNDER COUNTER WHERE INDICATED): TANDEM PLUS DRAWER SLIDES, BY BLUM OR EQUAL CABINET HINGES: EUROPEAN STYLE; SELF CLOSING, BY BLUM OR EQUAL TRASH CHUTE (FOUNTAIN CABINET): SAN JAMAR 6" DIA. L360C STRAW HOLDERS (FOUNTAIN CABINET): VENDOR: WESTERN PLASTICS; KELLY SUNDQUIST 208.323.6740; ORDER (2) LARGE (LONG) AND (2) SMALL (SHORT) FOR FOUNTAIN CABINET; SMALL MUST ALWAYS BE INSTALLED BELOW THE LARGE. 1.1. ROUGH OPENING: 4 " WIDE X 4a" TALL 1.2. BELVE BOTTOM CUTS FROM OUTSDIE IN, APPROXIMATELY 45- DEGREES 1.3. ON SIDE WITH STRAW HOLDERS LOCATED AT THE BOTTOM; THE SHORT DISPENSER MUST BE AT THE BOTTOM; 3i" ABOVE COUNTERTOP HILEX ROLLMATE HARDWARE (CASHIER): KIT CONTENTS: (3) BAG HOLDERS (SINGLE PROBES) (6) BRACKETS (2 PER PROBE) (2) JAWS PLATES (22) #10 SCREWS (1) SIZE STICKER STRIP ORDER (1) KIT FOR THIS PROJECT UNDER COUNTER CIGARETTE PUSHER: #05002 2' WIDE #05003 3' WIDE CCTV IRI A AUG '2 2011 PERMIT CENTER 4 lL CO CO MEMO E O U to 1) O to Z3 0 0 tJ� 0 0) 0 ui "50 -, c N O 2 0 0 t 0 Ef N 0 0 0 18215 72ND AVENUE SOUTH Q U- N CO CNO 0000 1 1 Lo n N N Lo tO N N (0 z� Z� zw � J t- oz zw 6 O z� w z ww z� � z w� — > 0((/) Job Number O O a -c MPETERSON Xref: , jay.dwg, border.dwg, cab — elevs.dwg, x631_base.dwg ui 0 0 N Date /Time:8/18/2011 10:22 AM 0) 0 a i 0 0 N 0 0 r 0 0 0 U -c 0 0 0 0 0 0 0 ••:t Ii W Zr 7--1" MIN AIRSPACE SYSTEM 1 (EVAPORATOR(A)AND<< SYSTEM 2 (EVAPORATOR (B AND(D ) 16' -22' J- TRAP AT RISER (TYP.) > TRAP LEAVING REFRIGERATED ROOM 8' -42' IN 11111 1m 1111 WALK -IN COOLER BEER CAVE EI z w 0 O W 8'-0" ftM ffE z O 6' -0" -Iv M jt; 2 NET OPENING HALLWAY COOLER PACKAGE 0 CU -1 AND CU-2 ROOF 0 SYSTEM 3 EVAPORATOR CO CU -3 LEGEND S C SUCTION LIQUID CONDENSATE DRAIN N OIT: ALL SUCTION LINES TO BE INSULATED ROOF 0 TRAP AT RISER (TYP.) TRAP LEAVING REFRIGERATED ROOM EVAPORATOR COILS BOX LOAD REQUIREMENTS QTY' LARKIN MODEL # FANS REFG. TYPE R CAPACITY B.T.U.'S 1 HR. EACH POWER SUPPLY BOX TEMP. °F DEFROST HEATER FAN MOTOR APPROX. NET WT. LBS. QTY. EACH CFM MCA MCA CU -1 COOLER 40,034 BTU /H 4 LCA6 -110 AB 2 1,300 R -404A 11,000 208/230/1/60 +34 7.8 2.0 51ea CU -2 CU -3 FREEZER 8,836 BTU /H 1 LCA690 2 1,400 R -404A 9,000 208/230/1/60 -10 5.7 2.0 49ea CONDENSING UNITS BOX LOAD REQUIREMENTS QTY. LARKIN MODEL # COMPRESSOR MODEL # SUCTION TEMP. REFG. TYPE R REFG. CHG. LBS. CAPACITY B.T.U.'S 1 HR. EACH POWER SUPPLY DEFROST TIMER MIN. CCT. AMP. MAX. FUSE SIZE APPROX. NET WT. LBS. CU-1 COOLER 40,034 BTUH 2 LHT040X6 CFM CS27K6E +25° R -404A 20.0 37,270 @95° AMB. 208/230/3/60 ELECTRIC 20.7 40 281 ea CU -2 CU -3 FREEZER 8,836 BTUH 1 LHT025L6 CF09K6E -10° R -404A 5.5 15 A MB. ° A @95° 208/230/3/60 ELECTRIC 15.0 25 222 ea MODEL #LHT040X6 CFM WITH THE FOLLOWING OPTIONS: • HEADMASTER • FAN CYCLE • DEFROST CLOCK • SIGHT GLASS • CONDENSER MUST BE SIZED FOR 110 DEGREE AMBIENT • FIVE YEAR WARRANTY ON COMPRESSOR • R404A REFRIGERANT • CONDENSING UNIT MUST BE SET ON TREATED 4x4 MODEL #LCA6 -110, AB WITH THE FOLLOWING OPTIONS: • 14 TON THERMAL EXPENSION VALVE • g -INCH SOLENOID VALVE • PENNA19ABC -24 TEMPERATURE CONTROL • i -INCH PVC CONDENSATE DRAIN DESIGN INTENT THE COOLER /FREEZER MANUFACTURER IS RESPONSIBLE FOR THE SIZING AND QUANTITY OF THE REQUIRED CONDENSERS AND EVAPORATORS FOR THE SPECIFIC APPLICATION. THE MODEL NUMBERS AND SIZES LISTED ON THIS SHEET ARE FOR THE SOLE USE OF THE ELECTRICAL ENGINEER TO SIZE THE OVERALL ELECTRICAL REQUIREMENTS. BARGHAUSEN CONSULTING ENGINEERS, INC. (BCE) IS NOT RESPONSIBLE FOR UNDERSIZED EQUIPMENT. THE COOLER /FREEZER SUPPLIER WILL CONTACT BCE IMMEDIATELY SHOULD A SIGNIFICANT INCREASE IN AMPS BE REQUIRED. \\"- 9 (i) REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION CODES AND STANDARDS NSF STANDARDS: COMPLY WITH APPLICABLE NATIONAL SANITATION FOUNDATION (NSF) STANDARDS AND RECOMMENDED CRITERIA. PROVIDE EACH PRINCIPAL ITEM OF FOOD SERVICE EQUIPMENT WITH A NSF "SEAL OF APPROVAL" UL LABEL: WHERE AVAILABLE, PROVIDE UL LABELS ON PRIME ELECTRICAL COMPONENTS OF FOOD SERVICE EQUIPMENT. PROVIDE UL "RECOGNIZED MARKING" ON OTHER ITEMS WITH ELECTRICAL COMPONENTS SIGNIFYING LISTING BY UL, WHERE AVAILABLE. HEALTH CODE: INSTALL FOOD SERVICE EQUIPMENT IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT APPLICABLE REGULATIONS. 1. SHOP DRAWINGS UPON APPROVAL OF BID, SUBMIT 3 SETS OF COMPLETE DETAILS, MECHANICAL AND ELECTRICAL REQUIREMENTS, AND INSTALLATION INSTRUCTIONS OF EACH ITEM. INCLUDE INFORMATION ON ROUGH -IN DIMENSIONS, SERVICE CONNECTION REQUIREMENTS, OPENINGS, DISPLAY AND LATCH DOOR MANUFACTURER'S INFORMATION, COMPLETE FLOOR PLANS AND EQUIPMENT SPECIFICATIONS. 2. TAKE FIELD MEASUREMENTS TO ASSURE ACCURATE FIT OF FABRICATED EQUIPMENT. 3. INCLUDE WARRANTY INFORMATION ON ALL EQUIPMENT. CODES AND STANDARDS NSF STANDARDS: COMPLY WITH APPLICABLE NATIONAL SANITATION FOUNDATION (NSF) STANDARDS AND RECOMMENDED CRITERIA. PROVIDE EACH PRINCIPAL ITEM OF FOOD SERVICE EQUIPMENT WITH A NSF "SEAL OF APPROVAL" UL LABEL: WHERE AVAILABLE, PROVIDE UL LABELS ON PRIME ELECTRICAL COMPONENTS OF FOOD SERVICE EQUIPMENT. PROVIDE UL "RECOGNIZED MARKING" ON OTHER ITEMS WITH ELECTRICAL COMPONENTS SIGNIFYING LISTING BY UL, WHERE AVAILABLE. HEALTH CODE: INSTALL FOOD SERVICE EQUIPMENT IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT APPLICABLE REGULATIONS. 1. SHOP DRAWINGS UPON APPROVAL OF BID: SUBMIT 1 SET OF COMPLETE DETAILS, MECHANICAL AND ELECTRICAL REQUIREMENTS, AND INSTALLATION INSTRUCTIONS OF EACH ITEM. INCLUDE INFORMATION ON ROUGH -IN DIMENSIONS, SERVICE CONNECTION REQUIREMENTS, OPENINGS, DISPLAY AND LATCH DOOR MANUFACTURER'S INFORMATION, COMPLETE FLOOR PLANS AND EQUIPMENT SPECIFICATIONS. DRAWINGS ARE TO BE SUBMITTED TO JACK DAVIS FOR APPROVAL (BY SIGNATURE AND DATE) PRIOR TO THE MANUFACTURING OF COOLER AND /OR FREEZER AND ITS COMPONENTS. 2. TAKE FIELD MEASUREMENTS TO ASSURE ACCURATE FIT OF FABRICATED EQUIPMENT. 3. INCLUDE WARRANTY INFORMATION ON ALL EQUIPMENT. WALK -IN COOLER / FREEZER SPECIFICATIONS 1.0 GENERAL NOTES: 1.1 WALK -IN COOLER SHALL BE PREFABRICATED METAL CLAD PANELS, DESIGNED IN MODULAR CONCEPT TO FACILITATE ACCURATE JOB SITE ASSEMBLY. 1.2 LIGHTING CONSISTS OF VAPOR -PROOF LIGHT FIXTURES; TO BE FURNISHED LOOSE, AND A LIGHT SWITCH WITH PILOT LIGHT FLUSH MOUNTED ON THE EXTERIOR. THE WIRING SYSTEM SHALL BE APPROVED BY UNDERWRITER'S LABORATORY. SEE REFLECTED CEILING PLAN FOR QUANTITY ALLOWED PER ENERGY CODE. 2.0 PANEL CONSTRUCTION: 2.1 ALL WALL PANELS SHALL BE FOAMED -IN -PLACE CLASS 1, POLYURETHANE CONSTRUCTION: 31" WOOD FRAME URETHANE; 4" HIGH DENSITY URETHANE COMPOSITE PANEL. THE "R" VALUE WILL BE 30 WITH A DENSITY OF 2.2 POUNDS PER CUBIC FOOT. WALL PANEL FINISH SHALL BE STUCCO EMBOSSED GALVANIZED; COLOR- WHITE; 24GA EXTERIOR AND 26GA INTERIOR. 2.2 THE PERIMETER OF ALL PANELS SHALL BE DESIGNED WITH PRECISELY FORMED TONGUE AND GROOVED TYPE OF EDGE TO PROVIDE MAXIMUM RESISTANCE TO THERMAL CONDUCTION. 2.3 PANELS WILL BE JOINED TOGETHER BY ENGAGING A CAM - ACTION LOCKING DEVICE. THE CAM ACTION DEVICE WILL DRAW THE SECTIONS TOGETHER TO FORM A TIGHT SEAL. 2.4 ALL PANELS ARE TO BE SEALED WITH FOOD GRADE SILICONE; INCLUDING PANEL TO FLOOR CONNECTIONS. 2.5 ALL WALK -IN CEILING PENETRATIONS MUST BE SEALED WITH FOAM. 2.6 FREEZER FLOOR PANEL; MODEL: 500N (NSF); CONSTRUCTION: 3i" HIGH DENSITY URETHANE w/ .080 SMOOTH ALUMINUM AT INTERIOR OVER 3" PLYWOOD w/ METAL AT EXTERIOR (IF "EXTERIOR" IS VIEWED BY THE PUBLIC; FINISH PER SECTION 2.1 ABOVE). 2.7 CEILING PANEL CONSTRUCTION: 4" HIGH DENSITY URETHANE; 4" WOOD FRAME URETHANE; EXTERIOR FINISH: METAL; INTERIOR FINISH: 26GA STUCCO EMBOSSED GALVANIZED; COLOR- WHITE; FACTORY MOUNTED CEILING CAPS. 2.8 FOR MEASUREMENTS AND CONFIGURATIONS; REFER TO THIS SHEET AND /OR THE CONSTRUCTION FLOOR PLAN. HEATED AIR VENT REQUIRED. 3.0 COOLER AND /OR FREEZER SERVICE DOOR: SAME MANUFACTURER AS COOLER /FREEZER SUPPLIER. 3.1 STANDARD SOLID DOOR SIZE: 36" x 78" (IF NOT FACING SALES AREA); IF FACING SALES AREA THE DOOR SHALL BE ONE -HALF GLASS PANEL TYPE; COLOR: BLACK SMOOTH FRAME AND WHITE PANEL; 36i" WIDE. (SOME ITEMS BELOW ARE NOT APPLICABLE TO HALF -GLASS DOOR) 3.2 LOCATION AND SWING AS SHOWN IN THIS PLAN SET. 3.3 DOOR SHALL BE NOMINAL 3 TO 4" FOAMED -IN -PLACE CLASS 1 POLYURETHANE CONSTRUCTION. FINISHED PER SECTION 2.1 ABOVE. 3.4 DOOR TO BE IN- FITTING OR OVERLAY TYPE, AND TO HAVE A DOOR BUMPER PLATE TO PROTECT AGAINST HAND TRUCK DAMAGE. 3.5 HINGES SHALL BE CAM -RISE WITH BRIGHT SILVER ANODIZED FINISH ON FRAME AND DOOR TRIM, TWO HINGES PER DOOR 3.6 LATCH AND STRIKE TO HAVE A SATIN SURFACE CHROME FINISH WITH PROVISION FOR PADLOCK. LATCH TO HAVE INSIDE SAFETY RELEASE TO PREVENT ENTRAPMENT. 3.7 DOOR TO HAVE REPLACEABLE GASKETS FOR A POSITIVE SEAL AND AN ADJUSTABLE VINYL WIPER GASKET FOR SEAL AT DOOR FRAME THRESHOLD. 3.8 A FLUSH MOUNTED 2" DIAL THERMOMETER OF CORRECT TEMPERATURE RANGES SHALL BE PROVIDED AT THE DOOR. THE THERMOMETER SHALL BE EASILY CALIBRATED. THE THERMOMETER SENSING BULB ON THE INTERIOR OF THE DOOR SECTION WILL HAVE A PROTECTIVE COVER. 3.9 PROVIDE LOCKS ON ALL DOORS. 3.10 PROVIDE WALL BUMPER GUARD. 4.0 GLASS DISPLAY DOORS: MANUFACTURED BY ANTHONY INTERNATIONAL OR COMMERCIAL DISPLAY SYSTEMS, LLC (CDS); MINIMUM REQUIREMENTS: TEMPERED 2 -PANE GAS FILLED LOW -e FOR COOLER AND TEMPERED 3 -PANE GAS FILLED LOW -e FOR FREEZER. 4.1 SIZE: 30" x 79"; 4 -INCH CURB HEIGHT (FROM COOLER FLOOR) 4.2 COOLER SHELVES: COLOR: BLACK; DIMENSIONS: 30" x 36 "d (TYPICAL UNLESS NOTED OR INDICATED OTHERWISE); 7 EPDXY- COATED SHELVES PER DOOR; BLACK MOLDING /TAGS. FREEZER ARE 30" x 27 "d, TYPICAL. 4.3 HUMASTAT ENERGY SAVER CONTROL. 4.4 FINISH TO BE SMOOTH BLACK; WITH STANDARD FINISHES: BLACK FRAME AND BLACK FRONT -MOUNT HANDLES (CURVED TOP & BOTTOM) 4.5 FULL LENGTH LED LIGHTING SYSTEM 4.6 ANTI - CONDENSATE DOOR, FRAME, GLASS & MULLION HEATERS 4.7 KEY CYLINDER LOCK AT EACH DOOR. 5.0 BEER CAVE DOOR; (IF APPLICABLE) MANUFACTURED BY COMMERCIAL DISPLAY SYSTEMS, LLC (CDS); "THE CAVE DOOR" OR EQUAL. DOUBLE SWING WALK THRU DOOR; COLOR: BLACK. 5.1 SIZE: WHEN DOOR IS IN FULL OPEN POSITION; THERE WILL BE A MINIMUM OF 32- INCHES PASS -THRU CLEARANCE TO MEET ADA COMPLIANCE. HEIGHT OF DOOR FRAME WILL MATCH THE HEIGHT OF THE COOLER /FREEZER DISPLAY DOORS. 6.0 REFRIGERATION: 6.1 ALL EQUIPMENT MUST CONFORM TO CONDENSING UNITS AND UNIT COOLERS SCHEDULES AS OUTLINED ON THIS SHEET. EQUIPMENT MUST HAVE UL LISTING FOR THE APPLICATION AS SPECIFIED. 6.2 CONDENSING UNIT AS SPECIFIED SHALL HAVE THE FOLLOWING: 1. HIGH EFFICIENCY ALUMINUM FAN, COPPER TUBE CONDENSER. 2. COMPRESSOR CONTACTOR. 3. HIGH AND LOW PRESSURE CONTROLS. 4. WEATHER RESISTANT HOUSING WITH WEATHER -PROOF ELECTRICAL CONTROL BOX. 5. ACCESS GUARD. 6. LOW AMBIENT CONTROL VALVE (CVP 11) FPR FLOATING HEAD. 7. LOW AMBIENT CONTROLS. 8. SUCTION LINE FILTER. 9. LIQUID LINE FILTER DRIER, SIGHT GLASS AND SERVICE VALVE. 10. ELECTRIC DEFROST TIMER. 11. EXPANSION VALVES. 12. ROOM THERMOSTAT AND SIGHT GLASS. 6.3 REFRIGERATION COPPER WILL BE AC /R - SOFT COPPER IS NOT APPROVED FOR USE. 6.4 ALL REFRIGERATION LINES ARE TO BE SUPPORTED BY STRUT AND PIPE CLAMPS. 6.5 P -TRAPS WILL BE INSTALLED ON SUCTION LINE BY EVAPORATOR CONTRACTOR. 6.6 EVAPORATOR COILS SPECIFIED IN EVAPORATOR COIL SCHEDULE. 6.7 EXPANSION VALVE SHALL BE SIZED BY UNIT COOLER MANUFACTURER FOR PROPER REFRIGERATION, AS HEAD PRESSURE IS ALLOWED TO DROP DURING LOW AMBIENT CONDITIONS, EXPANSION VALVE NEEDS TO BE OVERSIZED TO ALLOW FLOW AT LOWER PRESSURE DIFFERENTIAL RATIO. 6.8 THERMOSTATS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AND SHALL BE "WHITE RODGERS" MODEL #1609 -101 OR EQUAL, TAMPER - PROOF WITH PROPER TEMPERATURE RANGE, AS REQUIRED ON THIS DRAWING. OPTIONAL MANUFACTURERS: "JOHNSON" OR "RANCO" OR EQUAL. 6.9 SOLENOIDS SHALL BE FURNISHED LOOSE FOR EACH SYSTEM AS RECOMMENDED BY CONDENSING UNIT MANUFACTURER. 6.10 CONDENSATE PIPING SHALL BE COPPER OR PVC AND TRAPPED AFTER WALL PENETRATION. HEAT TAPE AND INSULATE WHERE REQUIRED TO PREVENT FREEZE UP. 6.11 HEAT SENSOR TO BE LOCATED BELOW SCHEDULED GRAPHICS INSTALLATION; REFER TO GRAPHIC LAYOUT PLAN FOR MORE INFORMATION. 7.0 REFRIGERATION INSTALLATION: 7.1 EVAPORATOR COILS SHALL BE MOUNTED FROM CEILING WITH " MINIMUM FASTENERS. 7.2 CONDENSING UNITS ARE MOUNTED ON THE ROOF AND MUST BE LEVEL WITH ITS BASE ANCHORED TO PREVENT MOVEMENT. ALLOW PROPER CLEARANCE FOR AIR SUPPLY TO AND FROM UNIT AND FOR PROPER MAINTENANCE ACCESS. 7.3 ALL ROOF PENETRATIONS MUST HAVE PVC SLEEVE WITH ROOF JACK AND SEALED. 7.4 SUCTION LINES AT TOP OF RISER ON ROOF SHALL BE SLOPED 1" PER TEN (10) FEET TO COMPRESSOR. ALL SUCTION LINES SHALL BE SIZED AND TRAPPED. INSULATE WITH 3" ARMAFLEX INSULATION TO PREVENT SWEATING. 7.5 LIQUID LINES AND SOLENOID VALVE SHOULD BE INSTALLED IN THE LIQUID LINE JUST AHEAD OF EXPANSION VALVE IN COOLER. 7.6 LEAK TEST THE ENTIRE SYSTEM AFTER ALL REFRIGERATION CONNECTIONS HAVE BEEN COMPLETED. LEAK TESTING SHALL BE PERFORMED WITH AN ELECTRONIC LEAK DETECTOR. 7.7 THE SYSTEM MUST BE EVACUATED WITH A VACUUM PUMP, HAVING THE CAPABILITY OF PULLING A VACUUM OF 50 MICRONS OR LESS. THE PUMP SHOULD BE CONNECTED TO BOTH THE HIGH AND LOW SIDES OF THE SYSTEM. 7.8 DURING CHARGING AND START -UP MAKE SURE SHIPPING RESTRAINTS ARE REMOVED AND ALL ELECTRICAL AND MECHANICAL CONNECTIONS ARE TIGHT. SET HIGH LOW PRESSURE SWITCH AS REQUIRED. 7.9 INSTALLATION AND SERVICE OF THIS EQUIPMENT SHOULD BE PERFORMED BY QUALIFIED AND EXPERIENCED REFRIGERATION MECHANICS. C1TV INSTALL ALL EQUIPMENT AND PIPING IN ACCORDANCE WITH LOCAL AND NATIONAL CODES AND IN CONFORMANCE WITH GOOD PRACTICE REQUIRED AU FOR PROPER OPERATIONS. PERM c 0 .N .Q) Ce 0. a 0 .a? 0 0 z COOLER/ FREEZER PACKAGE I w cc 0 NTERURBAN AVE SOUTH 00 0 a 'R EA 2'0 21111 T CENTER cc 0 U J U cc w 0 co U w 0 co 00 0 z 0 cc Cw www.jacksonsfoodstores.com ui 0 0 c 0 N 0 x 0 1 i11 0 0 FII 0 a) c rn 0) c 0 0 0 0 0) 0 d 0 0 2 a a d N rdi 0 0 0 18215 72ND AVENUE SOUTH M N 00 N rn N w U w w 0 z w 0 C/) Job Number 0 0 0) 0 0 x 0) 0 -o 0 0 0) o 0 0 0) B X MPETERSON 0) 0 0 cn File:P: \14000s\ 14700 \architectural \631 _bce14700— A1.9.dwg Date /Time:8/18/201 1 10:28 AM 2 1 1a 1a 4 GSM CORNICE; COLOR : "TAN" CHANNEL AWNING w /ROOF, COLOR: RED; ATTACHED WITH CLEAVE /ROD (ROD SIZE: 5/8" DIA.), EXTERNALLY ILLUMINATED w /WHITE LED RIBBON AT TOP BACK EDGE; WALL SCONCE, LSI "HILTON "; TYPE: UPLIGHT / DOWNLIGHT COLOR: "WHITE" W/ SILVER BAND MTL DOWNSPOUTS — CONNECT TO INTERIOR WALL DRAINS EXTERIOR LIMESTONE FINISH; COLOR: "SENECA" CLEAR ANODIZED ALUM FRAME & DOOR 2 3 la 4 5 5 MECH UNITS BEYOND GSM CORNICE; COLOR : "TAN" 1 CHANNE AWNING w /ROOF, COLOR: RED; A ACHED WITH CLEAVE /ROD (ROD SIZE: 5/8" DIA.), EXTERNALLY ILLUMINATED w /WHITE LED RIBBON AT TOP BACK EDGE; 1" HORIZ & VERT REVEALS /JOINTS EXTERIOR LIMESTONE FINISH; COLOR: "SERPENTINE" — AROUND LIGHT FIXTURES, TYP WALL SCONCE, LSI "HILTON "; TYPE: UPLIGHT / DOWNLIGHT COLOR: "WHITE" W/ SILVER BAND EXTERIOR LIMESTONE FINISH; COLOR: "SENECA" CONCRETE MASONRY VENEER CAP — "MESA TAN" 1 —SCORE SPLIT —FACE CONCRETE MASONRY VENEER — "MESA TAN" 1 red box MECH UNITS BEYOND NEW WALL SIGN, INTERNALLY ILLUMINATED (UNDER SEPARATE PERMIT) 1 REDBOX DVD RENTAL SOUTH ELEVATION // //f 6 -0" BICYCLE SPACE "SUNSHINE TRAK —LOK" BICYCLE RACK — PRE—FINISHED BLACK NOTE: ALL STOREFRONT GLAZING TO BE TEMPERED STOREFRONT DOOR, WINDOW FRAMES, AND SPACER TO BE COLOR : "RED" i" HORIZ /VERT /45' REVEALS /J O I NTS,TYP I CAL GSM CORNICE; COLOR : "TAN" 1 1a N 0 N WEST ELEVATION APPROX. GRADE COLOR KEY 5 5 GSM CORNICE; COLOR : "TAN" CLEAVE /ROD (ROD SIZE: 5/8" DIA.) COLOR: RED EXTERIOR LIMESTONE FINISH; COLOR: "SERPENTINE" — AROUND MTL CONNECTORS, TYP 6" HIGH EYEBROW AWNING, COLOR: "RED ", ATTACHED WITH COLOR: "RED" CLEAVE /ROD (ROD SIZE: 5/8" DIA.), EXTERNALLY ILLUMINATED w /RED LED RIBBON AT TOP FRONT EDGE; EXTERIOR LIMESTONE FINISH; COLOR: "SENECA" CONCRETE MASONRY VENEER CAP — "MESA TAN" 1 —SCORE SPLIT —FACE CONCRETE MASONRY VENEER— "MESA TAN" 1a 5 i i 11111111 .. I llllllllllllll — - ---I —r PAINT CMU COLOR: "WHITE" TRASH ENCLOSURE BEYOND - 1 —SCORE SPLIT —FACE CONCRETE MASONRY — "MESA TAN" 1a 1 3 4 INTERNALLY ILLUMINATED "JACKSONS" WALL SIGN — AREA =18.65 SF WHITE RED VALSPAR SL4A1005 FLUROPON SPECIAL PREMIERE ROYAL RUBY (KAWNEER OFFERED COLOR) TAN SHERWIN WILLIAMS COLOR: SW7720 "DEER VALLEY" — OR EQUAL THERMOCROMEX (TRADEMARK) COLOR : "SERPENTINE" THERMOCROMEX (TRADEMARK) COLOR "SENECA" 1 —SCORE SPLIT —FACE CONCRETE MASONRY VENEER "MESA TAN" ISSUED FOR ADMINISTRATIVE DESIGN REVIEW 0 N .> a Q 0 0 a- N 0 a; 0 0 z 4) 0) z 0 cc 0 co cc MO NTERURBAN AVE SOUTH 0 co REVIEWED FO CODE COMPLIAN E APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION CITY L,A AUG' ? 2011 PERMIT CENTER N CO 00 0 z 0 CC w www.jacksonsfoodstores.com 0 0 0 ii 0 '0 4) 0' N 4) 0 E 0 0 0 0 0 0 0 '0 2 a Q 0 N N 0 0 0 18215 72ND AVENUE SOUTH CN N O N 00 N Q I N N Li �,,[. Q N 00 N CO z z z 0 z 0 z w w z c0 z w J 0 (1) w 0 a= J z w z O a= z w 0 N Job Number 0 0 dam' 0 N 631_elevs— ext.dwg, x631_base.dwg, x631s.dwg, x631t.dwg, x631ca.dwg, border.dwg, jay.dwg a) x MPETERSON 0) 0 0 U) File:P: \14000s \14700 \architectural \631 _bce14700— A2.1— A2.2.dwg Date /Time:8 /21 /201 1 11:25 AM COLOR KEY 6" HIGH EYEBROW AWNING, COLOR: "RED ", ATTACHED WITH COLOR: "RED" CLEAVE /ROD (ROD SIZE: 5/8" DIA.), EXTERNALLY ILLUMINATED w /RED LED RIBBON AT TOP FRONT EDGE; 1a 1 2 3 4 5 INTERNALLY ILLUMINATED "JACKSONS" WALL SIGN — AREA =18.65 SF WHITE RED VALSPAR SL4A1005 FLUROPON SPECIAL PREMIERE ROYAL RUBY (KAWNEER OFFERED COLOR) TAN SHERWIN WILLIAMS COLOR: SW7720 "DEER VALLEY" — OR EQUAL THERMOCROMEX (TRADEMARK) COLOR : "SERPENTINE" THERMOCROMEX (TRADEMARK) COLOR : "SENECA" 1 —SCORE SPLIT —FACE CONCRETE MASONRY VENEER "MESA TAN" a GUARD POSTS COLOR: "WHITE" TOP CAP COLOR: "TAN" PAINT CMU COLOR: "WHITE" TRASH ENCLOSURE — 1 —SCORE SPLIT —FACE CONCRETE MASONRY — "MESA TAN" SMOOTH GROUT FINISH © TOP • MECH UNIT BEYOND PARAPET LINE BEYOND APPROXIMATE ROOF LINE i , I � i i i I j 1 t i i f i i i t l i t I y I i i i 1 i I i i � -f f I I i l i ( i 1 r i a 1� I • �, .... i I I i I I € i 1 i 11111 i i i 1 1 i . J i i i I i 1 i i i i f i i i .�.�._ ---f- i I i i- I-- ---f- i t I t • -i-i - -4 1 _I j I j i i T ; i i i i l i i i i { i i J I L i IL I i 1 I -�- i I. { 1 i m11111111111 5 ISSUED FOR ADMINISTRATIVE DESIGN REVIEW 0 0 U 0 a. co cV N mot' O 0 0 z 0) z 0 I— w J CC 0 0 CC w X w NTERURBAN AVE SOUTH EXTERIOR LIMESTONE FINISH; COLOR: "SENECA" CONCRETE MASONRY VENEER CAP — "MESA TAN" 1 —SCORE SPLIT —FACE CONCRETE MASONRY VENEER "MESA TAN" NORTH ELEVATION DOOR FRAME, COLOR : "TAN" EXIT DOOR COLOR: "WHITE" GSM CORNICE; COLOR : "TAN" 3 CLEAVE /ROD (ROD SIZE: 5/8" DIA.) COLOR: RED EXTERIOR LIMESTONE FINISH; COLOR: "SERPENTINE" — AROUND MTL CONNECTORS, TYP MTL DOWNSPOUTS - CONNECT TO INTERIOR WALL DRAINS 1 1 I 1 3 4 EXTERIOR LIMESTONE FINISH; COLOR: "SERPENTINE" — AROUND WALL MTD LIGHTS, TYP 5 EXTERIOR LIMESTONE FINISH; COLOR: "SENECA" DOOR FRAME, COLOR : "TAN" ELECTRICAL/ FIRE SPRINKLER ROOM CLOSET DOORS COLOR: "WHITE" 1— SCORE SPLIT —FACE CONCRETE MASONRY VENEER — "MESA TAN" 0 0 0 EAST ELEVATION 1 STOREFRONT DOOR, WINDOW FRAMES, AND SPACER TO BE COLOR : "RED" — ICE MERCHANDIZER PROPANE EXCHANGE PROGRAM NOTE: ALL STOREFRONT GLAZING TO BE TEMPERED a MTL DOWNSPOUTS - CONNECT TO INTERIOR WALL DRAINS k REVIEWED F'" R CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION PARTIAL EAST ELEVATION W/ TRASH ENCLOSURE 281 2 a a 6 a EXTERIOR LIMESTONE FINISH; COLOR: "SENECA" TOP CAP COLOR: "TAN" PAINT CMU COLOR: "WHITE" GUARD POSTS COLOR: "WHITE" q N 0 TRASH ENCLOSURE — 1 —SCORE SPLIT —FACE CONCRETE MASONRY — "MESA TAN" MTL GATE — COLOR: "WHITE" CITYRMISILA AUG 232011 PERMIT CENTER LL www jacksonsfoodstores.com 7 0 1) 0+ N a) 0 0 E 0 0 0 Y 0 a� L 0 0 N N 4 0 O 0 18215 72ND AVENUE SOUTH X rNco N 00 N N 0) CNO CO Q I I LC; 1 N N z z z 0 0 Z z w w 0 E5 w U w J 0 c c. z ,> 0 (1) ~v ° N° CV MPETERSON Xref: , 631_elevs—ext.dwg, x631 _base.dwg, x631s.dwg, x631t.dwg, x631 ca.dwg, border.dwg, jay.dwg 0 0 File:P: \14000s \14700\ architectural \631 _bce14700— A2.1— A2.2.dwg Date /Time:8 /21 /201 1 11:25 AM GENERAL NOTES: BUILDING U- VALUE: A. GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF FLASHING FOR ALL ROOF TOP EQUIPMENT CURBS B. GENERAL CONTRACTOR RESPONSIBLE FOR FURNISHING AND LOCATING ROOF TOP EQUIPMENT. C. SEE STRUCTURAL DRAWINGS FOR COMPLETE NOTES AND LOCATION OF OPENINGS WALL: 0.046 ROOF: 0.044 LOWe GLAZING: 0.40 STOREFRONT U- FACTOR SHADING COEFFICIENT: 0.40 20' -O" r _ 1 T.O. PARAPET 1 c'--71-'1: j 15' -0 1 2" BOT. TRUSS 0' -0" T.O. SLAB L_ -0" T.O. PARAPET FRAM)NG " 20 1 T.O. -0 PARAPET (BE1(ONDT • 15' -0 1/2" • BOT. TRUSS jib C-0" T.O. SLAB 1 R 30 RIGID INSULATION © ROOF MECH UNITS BEYOND ........................... .................. "1191.7":$ . �d��dd'YOwe :- y -`: �'0' ac a sw'ass „, .. v „ Nr0 - J 1 T.O. PARAP 11' -2" BOT. OF BEAM TOP OF WDW FRAME r� I I LL) ACOUSTICAL CEILING 12' -6" 'cy7�3 j��/,/' tDV f,j �,ii �' it %i1--' /II 711-- 71r H II % I SALES ROOM it 1 I ' 11 II % f - I 11 , k;' COOLER - Ik' I 11 \ II I \\ 11 1 \ 11 II II 11 Ile TILE, FLOOR `, II I \ • 11 \ I1 0. J 6 0 0 b • • • • • • • 4 • • • 1 BACK ROOM TRANSVERSE BUILDING SECTION SCALE: 1 /4 " =1 ' -0” MECH UNITS BEYOND 15' -0 1/2" ki BOT. TRUSS R -211 BATT INSULATION EXTERIOR WALLS ACO1ISTIC CEILING 1 -S CON I NST ORE SPLIT -FACE RETE MASONRY VENEER: LL PER MANUF SPECS CONCRETE FLOOR - -- A3.3 R 30 RIGID INSULATION © ROOF A ■ " SN MS 'N N MX ni: `ri" ,4'.dypSEMMI1r *$2?Z?INIk?. '.edTSPAMS2 :•' �t" s`V5Sp`..' ®0p;*iJa?SWINNS y*.<�y � IMMMI:Zda8 9'.Kp:.®e®��''yWMaRASSSWASIMISM..MM41T- S'®Q►TI Mit aiirtinaSJiEfgypkiSiStlita0. age;,': OSM® ,sue ;aMSZIW?; dwai'WINENTS M.' , `.e� .. . r °? ✓ . �''.atMp`i✓ EW14'M"MI P. J o' -o" T.O. SLAB R 21 BATT INSULATION EXTERIOR WALLS ACOUSTICAL CEILING TRAINING ROOM WALK -IN COOLER ItY, ill l( 11 __ III \, 11 111 II % Ii ! iI III 1I 11 11 II ' P III ,1I I11; 4,OLE" II II III 11IL' F ' II III ' 11 III 11 \�, II li ID 11 II \,� 11 II \� III ` (I 111 \\ 11 II 11 TOP OF WDW FRAM TILE FLOOR FOOTINGS PER STRUCTURAL - TYP LONGITUDINAL BUILDING SECTION A3.1 SCALE: 1 /4"= 1 '-0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila I BUILDING DIVISION O ce 0 0 0 0 z 1) NTERURBAN AVE SOUTH CITYA,(' AIVINALA AUG 2a ?MI PERMIT CENTER CC 0 U J CC U w 0 0 U w d' 0000 0 z cc w www.jacksonsfoodstores.com Q) 0 0 0 0 N 0 o. FII 0 0 — 1 le 0 II I 0 ) c a rn N a) 0 a 0 0 c 0) 0 0 0 v 0 0. 0 Ki 0 a: 0 0 18215 72ND AVENUE SOUTH L._ rNNN O N I rn (0 0000 Q z LC) 5 0 0 Z Z c Z V) z z N N w w d 0 J z w Z 0 z w 0 z O z Nr o 0 47. CO MPETERSON Xref: , 616_sections.dwg, 616_elevs— ext.dwg, border.dwg, 631 sections.dwg, x631_base.dwg, jay.dwg OJ 0 0 0 N) N File :P: \14000s\ 14700\ architectural \631 _bce14700— A3.1.dwg Date /Time:8/18/2011 MTL FLASHING – SEE DETAIL [ik+22' -0" A.F.F. T.O. PARAPET FRAMING NEW WALL SIGN, INTERNALLY ILLUMINATED (UNDER SEPARATE PERMIT) ■ +20' -0" A.F.F. T.O. PARAPET (BEYOND) EXTERIOR LIMESTONE FINISH INSTALLED PER MANUF SPECS OVER WP MEMBRANE OVER SHEATHING PER STRUCTURAL R -21 BATT INSULATION TYP © EXTERIOR WALLS MTL AWNING CONNECTION PER STRUCTURAL PLATE/ BLOCKING C4 BOT TRUSS PER STRUCTURAL CANT STRIP OR CRICKET SINGLE –PLY MEMBRANE ROOF O.V.. Eft........ R.–. 3. 8.....:.. R .I.GI.D......1.N.S.U.LATI.ON... OVER PLYWOOD SHEATHING MANUF TRUSSES – SEE STRUCT. PROVIDE MTL FLASHING CHANNEL AWNING w /GUTTER, CLEAVE /ROD (ROD SIZE: 5/8" DIA.) PER STRUCTURAL/ AWNING MANUF CONC SIDEWALK – SEE SITE PLAN FOR LOCATIONS +0' -0" A.F.F. T.O. SLAB t�l \ ACCOUSTIC CEILING – SEE SHT A1.1/ A1.3 FOR CEIL HGTS — SEE STRUCT. CEILING CHANGE BEYOND HALLWAY– SEE SHEET A1.1/A1.3 FOR CEILING TYP, & HEIGHTS / WALL LINE EiE(OND .'..STOREFRONT FIN FLOORINGi- \ SEE SHT Al i 11/ A1.2 \FOR TYPE .\ I 1 -CONb ^SLAB:– 1 SEE S'FRUCTJIfAL 20 GA GALV FLASHING OVER R -10 RIGID INSULATION; TYP © EXTERIOR WALLS; PAINT TO MATCH BLDG COLOR (DUROPDXY) WHEN EXPOSED of WALL SECTION SCALE: 3/4"=1'-0" SINGLE –PLY MEMBRANE ROOF OVER R -38 RIGID INSULATION OVER PLYWOOD SHEATHING CANT STRIP OR CRICKET �I MTL FLASHING – SEE DETAIL +20' -0" A.F.F. T.O. PARAPET FRAMING 30" MIN HIGH PARAPET ABOVE ROOF SHEATHING WITHIN 10FT OF PROPERTY LINE 1' '- MANUF TRUSSES- SEE STRUCT. ACCOUSTIC CEILING – SEE SHT A1.1/ A1.3 FOR CEIL HGTS 2X6 STUD WALL +15' -0 1/2" A.F.F.$ BOT. TRUSS DBL TOP PLATE EXTERIOR LIMESTONE FINISH INSTALLED PER MANUF SPECS OVER WP MEMBRANE OVER SHEATHING PER STRUCTURAL R -21 BATT INSULATION TYP © EXTERIOR WALLS GYP BD FINISH – SEE INTERIOR FINISH SCHEDULE SHT A1.1 CONC SLAB – SEE STRUCTURAL 1 –SCORE SPLIT –FACE CONCRETE MASONRY VENEER INSTALLED PER MANUF SPECS 20 GA GALV FLASHING OVER R -10 RIGID INSULATION; TYP © EXTERIOR WALLS; PAINT TO MATCH BLDG COLOR (DUROPDXY) WHEN EXPOSED +0, -0" A.F.F. T.O. SLAB WALL SECTION FOUNDATION, SEE STRUCT. SCALE: 3/4"=1'-0" MALL SSEME3LIES NO. 171 ,�C Rr'�M � I RE RATING TEST REPORT # 1 HR EXT WALL EXTERIOR , II II II~ C .:— r __7 r - _..__i INTERIOR — EXTERIOR FINISH SYSTEM NAILING PER MANUF —ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL TO STUDS W/ 1 3/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS & 7" OC AT INTERMEDIATE STUDS & TOP/ BOT PLATE, JNTS MAY BE LEFT UNTREATED —SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES AND LOCATIONS OF PLYWOOD SHEATHING —2x 6 FRAMING PER STRUCTURAL —FG BATT INSULATION ( R— 21 ) —ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL OR PERPENDICULAR TO STUDS W/ 6d COATED NAILS, 1 7/8" LONG, .0915" SHANK, 1/4" HEADS, 7" OC USE WATER RESISTANT TYPE 'X' AT EXTERIOR ;Sc RESTROOM WALLS 1 HR GA FILE NO WP 8105 OR APPROVED EQUAL i C --`; ". C : :-, :..$ � 1 HR PARAPET EXTERIOR II III I . EXTERIOR — EXTERIOR FINISH SYSTEM NAILING PER MANUF —ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL TO STUDS W/ 1 3/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS & 7" OC AT INTERMEDIATE STUDS & TOP/ BOT PLATE JNTS MAY BE LEFT UNTREATED —SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES AND LOCATIONS OF PLYWOOD SHEATHING —2x 6 FRAMING PER STRUCTURAL —SEE STRUCTURAL FRAMING PLANS FOR SHEAR WALL SCHEDULES AND LOCATIONS OF PLYWOOD SHEATHING —ONE LAYER 5/8" TYPE X GWB SHEATHING APPLIED PARALLEL TO STUDS W/ 1 3/4" GALV ROOFING NAILS 4" OC AT VERTICAL JNTS & 7" OC AT INTERMEDIATE STUDS & TOP/ BOT PLATE, JNTS MAY BE LEFT UNTREATED — EXTERIOR FINISH SYSTEM NAILING PER MANUF USE WATER RESISTANT TYPE 'X' AT EXTERIOR 1 HR GA FILE NO WP 8105 SIMILAR OR APPROVED EQUAL Q � 1 RATED WALL ASSEMBLIES SCALE: NTS WATER TANK PLATFORM 65 GAL WATER TANK = 650# PLATFORM SIZE 2.5' X 3' W= 650# / 2.5(3) = 87 PSF WpI= 87 PSF (32/12/2) = 116 PLF WdI= 40 PSF (32/12/2) = 53 PLF 3' USE 2X4 #2 HF 0 16" OC MAX k5' -6" MAX A.F.F. PAINT F.R.P. PANEL, T.O. MOP SINK TO UNDERSIDE OF WATER HEATER SHELF PLATFORM SEISMIC DESIGN PER ASCE 7 -05 & 13.5 Fp = 0.4 Ap Sds Wp R /Ip Sds = 0.286 R = 1.5 Ip = 1.0 Ap = 1.0 Fp Fp Fp (1 + 2 z /h) =.23Wp Fp = .23 (650) =149.5 # < 1.6 Sds Ip Wp =.45 Wp > .3 Sds 1p Wp =.04 Wp USE %" 0 AB @ EACH END OF EACH SILL PLATE —TYP AS REQ'D WATER HEATER -65 GAL MAX, SEE PLUMBING DRAWINGS F.R.P. PANEL, TO UNDERSIDE OF W.H. SHELF SIDE VIEW F.R.P. PANEL, DN TO S.S. MOP SINK SEE SHT A1.4 FOR MFR FRONT VIEW (2) SEISMIC STRAP BLOCKING GALV. SHEET METAL PAN 1/2" CDX PLYWD., WRAP ENTIRE SHELF w/ 24 GA. STAINLESS STEEL OR EQUAL. 2X LEDGER W/ 2 -16d INTO EACH STUD 1/2" CDX PLY —OUTER SIDE 5/8" GYP. BD. —INT SIDE 2 X 4 FRAMING ® 16" O.C. 1/2" CDX PLY 2 X 4 FRAMING ® 16" O.C. 2 X 4 BLOCKING DBL TOP PLATE 2 X 4 FRAMING ® 16" O.C. 1/2" CDX PLY EDGE NAIL %'8' 0 AB 0 EACH END OF SILL PLATE —TYP 0 RESPONSE TO AGENCY COMMENTS 0 E "U d ; BOTTOM CORD OR TRUSS BLOCKING BETWEEN BOTTOM CORDS SIMPSON HTC4 ROOF TRUSS CLIP. INSTALLED EVERY OTHER TRUSS OR 64" O.0 MIN. 2x TOP PLATE PERPENDICULAR TO TRUSS BLOCKING BETWEEN BOTTOM CORDS OF TRUSSES SIMPSON HTC4 ROOF TRUSS CLIP. INSTALLED EVERY OTHER TRUSS OR 64" O.0 MIN. 2x TOP PLATE PARALLEL TO TRUSS SLIP TRACK DETAIL SCALE: 3" = 1' -0" OVERFLOW DOWNSPOUT NOZZLE, REFER TO PLUMBING FOR MORE INFO. FINISH VARIES, REFER TO EXTERIOR ELEVATIONS REFER TO ROOF PLAN FOR DIM. OVERFLOW ROOF DRAIN WITH STRAINER EXTERIOR DAM 16" :TTTif:rfli IIi.'nnirr T1Tut TrrrTuTTTTt'L'i' TRUSSES, REFER TO STRUCTURAL SHEETS FOR INFORMATION t urrurrinl. " 'I'T'I'rrrtrTrrrf'rriW rnTirLTTHTT1TTTtrrtTTrT tt7II ROOF DRAIN &OVERFLOW SCALE: 3/4" = 1' -0" NOTE: REFER TO PLUMBING PLAN FOR DRAIN SIZE PRIMARY ROOF DRAIN W/ STRAINER FLASHING CLAMP & GRAVEL STOP ROOFING SYSTEM OVER RIGID INSULATION OVER STRUCTURAL SHEATHING WATER CUT OFF MASTIC DECK CLAMP INSULATE ROOF DRAIN BODIES & LEADERS PRIMARY ROOF LEADER NOTES: 1. DIMENSION FOR 6" ROOF DRAIN FROM BOTTOM OF DECK TO BOTTOM OF PIPE SHALL BE A MAXIMUM OF 15 ". 2. DIMENSION FOR 8" ROOF DRAIN FROM BOTTOM OF DECK TO BOTTOM OF PIPE SHALL BE A MAXIMUM OF 15 ". 3. DIMENSION FOR 10" ROOF DRAIN FROM BOTTOM OF DECK TO BOTTOM OF PIPE SHALL BE A MAXIMUM OF 20 ". EXPANDED METAL LATHE AROUND TOILET ROOMS FROM TOP OF WALL TO ROOF DECK. EXTEND GYPSUM AND FINISH 6" ABOVE CEILING - $9r -0" B.O. CEILING ACOUSTICAL CEILING 2x SOLID FIRE STOP ROOF STRUCTURE, SEE STRUCTURAL DRAWINGS 2x4 STUDS AT 24" O.C. 2x6 CEILING JOIST AT 16" O.C. GYPSUM WALL BOARD CEILING FINISH VARIES, REFER TO INTERIOR ELEVATIONS HALL AREA 5/8" WATER RESISTANT GYPSUM BOARD 2 1/2" SOUND BATT INSULATION TOILETS INTERIOR WALL SECTION SCALE: 3/4" = 1' -0" 01 2x4 STUDS AT 24" 0.C. DIMENSIONAL BULLNOSE PROVIDED BY SIGNAGE CONTRACTOR COOLER DOOR, FRAME AND WALLS BY COOLER SUPPLIER 9B8 ROOF STRUCTURE, SEE STRUCTURAL DRAWINGS 1 EXTEND GYPSUM AND FINISH 6" ABOVE CEIUNG ACOUSTICAL CEILING SEE PLAN dk B.O. CEILING GYPSUM BOARD CONTROL JOINT 108' -0" di T.O. COOLER mV /8" MOISTURE RESISTANT GYPSUM BOARD ATTACHED TO FACE OF COOLER /FREEZER - CONSULT WITH MANUFACTURER FOR ATTACHMENT WALK -IN COOLER SALES AREA 06 WALL SECTION AT COOLER /FREEZER SCALE: 3/4" = 1' -0" 9f6" HARDIPANEL SIDING OVER 30# FELT OVER SHEATHING REGLET AND COUNTERFLASHING WRAP MEMBRANE UP WALL AND TERMINATE BEHIND FLASHING CANT STRIP ROOFING SYSTEM OVER PROTECTION BOARD OVER RIGID INSULATION OVER STRUCTURAL SHEATHING os REGLET DETAIL - ROOF SIDE @ PARAPETS SCALE: 3" = 1' -0" SHEATHING, REF STRUCTURAL SLOPE ROOFING SYSTEM AS SPECIFIED ON ROOF PLAN. REFER TO MANUFACTURES WRITTEN INSTRUCTIONS AND DETAILS FOR SPECIFIC ROOFING SYSTEM INSTALLATION. CONTRACTOR TO PROVIDE COMPLETE ROOFING PACKAGE PER MANUFACTURE'S RECOMMENDATIONS. 916" HARDIPANEL TYPAR METROWRAP ROOF INSULATION ROOF DECKING 11 CANT STRIP - //I PARAPET DETAIL 2 8 2 12 PREFINISHED 24 GA METAL COPING SIMPSON #5BY 0 48" O.C. NOTES: 1. GENERAL CONTRACTOR RESPONSIBLE FOR INSTALLATION OF FLASHING FOR ALL ROOF TOP EQUIPMENT CURBS. 2. SEE STRUCTURAL DRAWINGS FOR LOCATION OF OPENINGS. 3. GENERAL CONTRACTOR RESPONSIBLE FOR FURNISHING AND LOCATING ROOF TOP EQUIPMENT. 4. SECTION SHOWN IS FOR SINGLE WALL; DOUBLE WALL SIMILAR SCALE: 3" = 1' -0" 0 0. a 0 0 0 z NTERURBAN AVE SOUTH oo PRE - ENGINEERED ROOF TRUSS, REFER TO STRUCTURAL SHEETS _ VENT PIPE OR SCREEN POST, SEE MECHANICAL DRAWINGS PIPE CLAMP IN PRE - FORMED 60 MIL. EPDM BOOT FLASHING BOOT FULLY BEDDED IN SEALANT PER ROOF MANUFACTURER SPECIFICATIONS -PIPE CLAMP PER MECHANICAL DRAWINGS TYPICAL ROOF FLASHING DETAIL SCALE: 1 1 /2" = 1' -0" EXTERIOR WINDOW MULLION 4" CONTINUOUS CAULK JOINT FLASHING FROM FRAMING TO MULLION (IF REQUIRED) INTERIOR f -2x STUD WALL BEYOND CONCRETE WALK SHIM AS NEEDED 0' -0" oilk T.O. SLAB STOREFRONT CONNECTION PER MANUF SPECS 4------CONCRETE SLAB /FOOTING STOREFRONT SILL DETAIL SCALE: 1 1 /2" = 1' -0" CONC SLAB PER STRUCTURAL 1" MIN. AIRSPACE CONC FIG PER STRUCTURAL FREEZER PREMANUFACTURED FREEZER WALL RECESSED FREEZER FLR PER MANUF FLR TO BE LEVEL W/ SALES AREA F.F. AL AL AL AL AL AL. AL AghlAL AL 4,411'' DEPRESSION SAN LEVELING BED GROUT .a . ao PER STRUCT WALK -IN FREEZER FLR DETAIL SCALE: 1 1 /2" = 1' -0" SHEATHING PER STRUCTURAL 04 g" THERMOCROMEX OVER SCRATCH COAT; REFER TO EXTERIOR ELEVATIONS FOR FINISH COLOR METAL LATH CONTROL JOINT CHANNEL; SIZE VARIES, SEE EXTERIOR ELEVATIONS TYPAR METROWRAP REVEAL /CONTROL JOINT DETAIL SCALE: 3" = 1' -0" 5/8" GYPSUM BOARD 1" IN MAINTAIN 1" MIN.AIR GAP PREMANUFACTURED FREEZER /COOLER WALL, SEE A1.4 FOR SPEC 5/8" WATER RESISTANT GYPSUM BOARD. SCREW DIRECTLY TO COOLER OR FREEZER WALL, COORDINATE WITH COOLER MANUFACTURER 2 "x2" ALUMINUM FILLER ANGLE TO CLOSE AIR GAP SUPPLIED WITH COOLER BOX. INSTALL WITH CLEAR EPDXY ADHESIVE. G.C. TO INSTALL FREEZER /COOLER DETAIL EXTERIOR /INTERIOR WALL AS APPLICABLE SCALE: 1 1 /2" = 1' -0" b vftP 18(0 REVIEWeD FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION crrvw AUG 2 PERMIT CENTER LL CC O U d" J Q cool C w • Z • Q O U ac ww 0 cY) www jacksonsfoodstores.com 0 0 N 0 N 0 0 I td- II 0 0 0 ;II 0 0 0' N 0 -0 > 2 a Q ozi 0 rri 0 0 0 18215 72ND AVENUE SOUTH N ro O 00 rn z w X N N N 00 N CO 00 L N N n N N 0 z 62 w w 0 Z w J > CD jay.dwg, 631 — details.dwg Xref: , border.dwg, MPETERSON 0 0 CI) File:P: \14000s \14700 \architectural \631 _bce14700— A3.3.dwg Date /Time:8 /19/201 1 ROOFING MEMBRANE LAPPED OVER TOP PARAPET TO OPPOSITE FACE (BY OTHERS) METAL FLASHING (BY OTHERS) PARAPET FLASHING DETAIL SIMILAR 3/8" MIN. THERMOCROMEX SHEATHING REF STRUCTURAL FRAMING GALVANIZED EXPANDED METAL, WELDED OR WOVEN WIRE SELF - FURRING LATH (BY OTHERS) FLASHING PAPER 8" ON EACH SIDE OF EXPANSION JOINT OVER TYPAR METROWRAP WEATHER BARRIER EXPANSION JOINT SCRATCH COAT /OCS TYPAR METROWRAP WEATHER BARRIER HORIZ OR VERTICAL EXPANSION JOINT EPS TRIM SEALANT (BY OTHERS) REINFORCING MESH EMBEDDED IN BASE COAT MATERIAL EPS FOAM SHAPE (BY OTHERS) EPS FOAM ADHESIVE (BY OTHERS) n 3/8" MIN. THERMOCROMEX 3/8" MIN. THERMOCROMEX SCRATCH COAT /OCS FRAMING MEMBER TYPAR METROWRAP WEATHER BARRIER GALVANIZED EXPANDED METAL, WELDED OR WOVEN WIRE SELF - FURRING LATH FOUNDATION SCREED FOUNDATION WALL FOUNDATION SCREED CONC. FND OUTSIDE CORNER DETAIL 3/8" MIN. THERMOCROMEX SHEATHING, REF STRUCTURAL TYPAR METROWRAP WEATHER BARRIER GALVANIZED EXPANDED METAL, WELDED OR WOVEN WIRE SELF - FURRING LATH SCRATCH COAT /OCS CORNER BEAD TM 3/8" MIN. THERMOCROMEX FRAMING SHEATHING, REF STRUCTURAL TYPAR METROWRAP WEATHER BARRIER GALVANIZED EXPANDED METAL, WELDED OR WOVEN WIRE SELF - FURRING LATH SCRATCH COAT /OCS HOSE BIB PENETRATION SCRATCH COAT /OCS 3/8" MIN. THERMOCROMEX GALVANIZED EXPANDED METAL, WELDED OR WOVEN WIRE SELF - FURRING LATH (BY OTHERS) BUILDING WRAP /BUILDING FELT (TWO LAYERS) (BY OTHERS) OR CODE APPROVED BUILDING FELT (TWO LAYERS) (BY OTHERS) SEALANT (BY OTHERS) CASING BEAD (BY OTHERS) TERMINATION- HOLLOW MTL DOOR STOREFRONT WINDOW SEALANT 1/2" MIN. TYP. 3/8" MIN. THERMOCROMEX SHEATHING SCRATCH COAT /OCS TYPAR METROWRAP WEATHER BARRIER STOREFRONT WINDOW JAMB GALVANIZED EXPANDED METAL, WELDED OR WOVEN WIRE SELF - FURRING LATH SHEATHING (BY OTHERS) FRAMING (BY OTHERS) HOLLOW METAL DOOR FRAME (BY OTHERS) SHEATHING (BY OTHERS) CODE APPROVED BUILDING FELT (TWO LAYERS) LAP OVER FLANGE OF CASING DRIP (BY OTHERS) GALVANIZED EXPANDED METAL, WELDED OR WOVEN WIRE SELF - FURRING LATH (BY OTHERS) SCRATCH COAT /OCS 3/8" MIN. THERMOCROMEX CASING /DRIP REVEAL (BY OTHERS) STORE FRONT WINDOW (BY OTHERS) STOREFRONT WINDOW HEAD FRAMING (BY OTHERS) SHEATHING (BY OTHERS) BUILDING WRAP /BUILDING FELT (TWO LAYERS BY OTHERS) OR CODE APPROVED BUILDING FELT (TWO LAYERS BY OTHERS) GALVANIZED EXPANDED METAL, WELDED OR WOVEN WIRE SELF FURRING LATH (BY OTHERS) SCRATCH COAT /OCS N 3/8" MIN. THERMOCROMEX FRAMING SUBSTRATE ISOMETRIC 0 co .5 -o 0 0 0 0 z d) co w 0 z 0 0 0 0 w 0 tr 0 0 w 1— 13138 INTERURBAN AVE SOUTH O co a a REVIEWED FOR ODE COMPLIANCE APPROVED DEC 302011 City of Tukwila UILDINo DIVISION C1T LA AUG 2a?Ivi1 PERMIT CENTER L (Ni 1- (0 c1) 00 0 z- 0 w www.jacksonsfoodstores.com ci 0 0 (n 0 c 0 N 0 2 F 0 0 0 F 0 0 a� c 0, G) 0 0) c 0 W 0 -0 0 0. CL 0 r) 0 0 0 18215 72ND AVENUE SOUTH N 10 In 10 251 -8782 FAX 0 a. z w w 0 Z w J_ U Job Number O O ARCHITECTURAL SITE PLAN //\\, EXISTING CATCH BASIN NEW LANDSCAPING WALL MOUNTED LIGHTING, TYPICAL OF 7 — REMOVE MONITOR WELL r— ONE HOUR FIRE RESISTIVE WALL RELOCATE VENT RISERS w/ SUPPORT -- ---- -. LEARNING CENTER ENTRY DOOR REDBOX DVD RENTAL LOCATION TBD NEW BIKE RACK; CAPACITY: 2 ROPOSE LEARNING ( /\CENTER CCUPANCYB YPEVB VICINITY MAP EXISTING RETAINING CURB TO REMAIN ALONG NORTHEAST PROPERTY LINE; NEW EGRESS WALK WILL BE FLUSH WITH TOP EXISTING VENT RISERS WILL BE RELOCATED RELOCATED NAT. GAS METER, CONNECT TO EXISTIING SERVICE i ../ 1 E er/EXfT --\ 4 r DEMOLISH EXISTING 'W'^ °° ;296git- STRUCTURE 44 r- NEW ELECTRICAL ROOM J co REPLACE LOT LIGHT; POLE & FOOTING — v \ , .._, v• ... NEW \ . f ( PROPOSED TSPRINKLER \ MINI - MARKET ;RISER ROOM f XCHANGE ( 1 (2,976gsf) PROPANE L � accuPAn►cYM� ?PROGRAM ,� i.� \ TYPE V -B ICE ("� d MERCH.- ' PROPOSED BLDG WALL SIGN /• 7-REMOVE OLD SIGN FOUNDATION TO GRADE REMOVE RV DUMP STATION NEW 13'- 4 "X10'X8' HIGH CONCRETE MASONRY TRASH 4o ENCLOSURE w /(2) 6' HIGH GATES REMOVE OIL WATER • • N SEPARATOR EXISTING HI -RISE I.D. S LANDSCAPING EXISTING PARKING STALLS UNDER TEMPORARY PERMIT #230415 -1 -423 GRANTED % above lED 1111 II1111Ii11O 11 I 11111 1111 11111111 11 1111 1111 30 X 60 TABLE iltiilll.._I BEER CAVE C38) 1111 11111 1111 1111 a1h under ,'As. stn{! wigt It is strongly recommended that hot water for the restroom hand wash sinks be plumbed from the main hot water heater ...instead of .. using an instant warm type water heater unit under each sink. 32 X 80 (TABLE) W/ CHAIRS Lotto LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. RESTROOM & 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 FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDE A FLOW OF WATER FOR AT LEAST 15 SECONDS. PIN pad Scanner CASHIER Lotto 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. PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL STATUES, REGULATIONS AND ORDINANCES) 1 Cd to .2,,C4N4v.d 9v FOOD, FOOD PREPARATION AND FOOD SERVICE EQUIPMENT STORAGE AREAS ARE PROHIBITED UNDER SEWER LINES THAT ARE NOT SHIELDED TO INTERCEPT POTENTIAL DRIPS. HOT WATER GENERATION AND DISTRVBUTIQN!SYSTEMS SHALL. BE SUFFICIENT TO MEET THE PEAK HOT WATER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. PIN pad FRITO Lotto -EPOS Scanner PROVIDE A 20AMP 120VAC CIRCUIT FOR FLUORESCENT LIGHT DISPLAY AT THE CIGARETTE RACK LOCATION FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. Lotto BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQUIRES COMMERCIAL REFRIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW !!r (DOWN FROM 45 DEGREES) NO CHANGES SHALL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL WAREWASHING /DISHWASHING SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE IMMERSION OF THE LARGEST EQUIPMENT AND UTENSILS. 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. A PREOPERATIONAL INSPECTION BY PAL :i IN G COUNTY HEALTH C�• � � � ® }� � DEPARTMENT IS REQUIRED PRIOR SUBJECT TO ORDINANCE TO OPERATION. APPLICANT PLAN OCT 1 7 2 0 6 i SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. ■0 ■IL' 11 IMPORTANT EQUIPMENT NOTES: 1. REST ROOM ,EQUIPMENT, AS LISTED ON A1.6, WILL BE SUPPLIED AND INSTALLED BY G.C. 2. ALL EQUIPMENT WILL BE SUPPLIED & INSTALLED BY G.C. UNLESS ( RWISE NOTED. VENDOR ITEMS REQ OR PLUMBING. N, ELECTRICAL COORDINATION!, IT USED Sez, I -Z -L:10 4. S- EQUIP LIST 0 R exterior A1.5 FOR ADDITIONAL REQUIRED ITEMS NOT SHOWN ON THIS PLAN. EQUIPMENT FLOOR PLAN SEE SHEET A1.5 FOR ADDITIONAL EQUIPMENT ITEMS NOT SHOWN -DECEIVED DEC 2 9 2011 PERMIT CENTER 101,14 Co>Jv\1-c Xref: , 631 — equipment— list.dwg, .border.dwg, x631_base.dwg, jay dwg 0 Ce x I I 0 0 (1) File:P: \14000s \14700\ architectural \631 _bce14700— A1.4.dwg Date /Time:9/22/2011 1:27 PM RETAIL EQUIPMENT and UTILITY REQUIREMENTS SCHEDULE NOTE: REST ROOM EQUIPMENT IS LISTED ON A1.6 NO. QTY. ITEM ELECTRICAL REQUIREMENT PLUNGING REQUIREMENT NOTES MANUFACTURER PART / CAT 1 SUPPLER NO. QTY. ITEM ELECTRICAL REQUIREMENT PLUMBING REQUIREMENT NOTES MANUFACTURER PART / CAT 1 SUPPLIER 1 COFFEE BREWER /WARMER 220V / 1 / 3 WIRE PLUS GROUND, 5100 W FLARE NONE (1) RACK & (6) POTS CURTIS CURTIS THERMOPRO #TP15T TWIN, G3 DIGITAL #TP15T TWIN, 3 GAL #CAR -6 -BLK (RACK) #TLXA2201 G000 (POT) JACKSONS JACKSONS 1 "FRAZIL" GOURMET ICE SYSTEM 120V 60Hz; 11A NEMA 5 -15P / i" CW BUNN ULTRA -2 JACKSONS 1111. 1 THERMO POTS & RACK NONE ® 1 ICEE 215 - 240V; 1 N 3OAMP i" CW; 25 PSI MIN. ICEE MODEL #550 (2 -head) VENDOR all �2 1 '1 €D RPFINI'AltW /" E MAKER 115V / 60Hz / 1 N 5.2A (SINGLE OUTLET)" CW INLET & .75" PVC (NPT) or 1" FLEX TUBING; SYRUP. TotalFlex Manifoldin g (REMOTE CONDENSER, SEE #44 BELOW) CORNELIUS ENDURO 300 12 -VALVE #02813 ICE & BEVERAGE VENDOR © 1 KRAFT COFFEE BAR RACK NONE NONE VENDOR I 1 18I +Ik BINE;t. 115 60 1 ' CIRCUIT AMP 14.2A / / i" CW FPT INLET & in FPT DRAIN (Water p p) Pressure In: min. 20 si max. 80 si NEW -AIR COOLED MANITOWOC GEORGIA PACIFIC S- SERIES 450; MODEL #SY-0445W-A (half- dice /4201bs) #3000, 1 -ROLL PAPER TOWEL # DISPENSER #724187 JACKSONS JACKSONS © 1 HOT CAPPUCCINO MACHINE 120V / 60Hz; 1800W / 15A NEMA 5 -15P CW w/ MALE FLARE CURTIS G3 PRIMO MODEL #PCGT5F10000 JACKSONS 28 2 PAPER TOWEL DISPENSER ED 1 FLAVORED CREAMER 110V to 120V / 60Hz; 12AMP NONE COUNTERTOP EIEIO, INC. MAGICOW 6 JACKSONS 29 _ 2 SOAP DISPENSER DIAL REDBOX FOAMING SOAP DISPENSER #211318 OUTDOOR KIOSK - "LITE" JACKSONS VENDOR 6 1 l i t TL t 81 E T9F 115V / 60Hz / 1; 5AMPS; NEMA 5 -15P ISLAND BAR LOW PROFILE REFRIGERATOR; ELECT IN TRUE TUC -48 JACKSONS (30 ) 1 DVD RENTALS 110V (VERIFY w /VENDOR) NONE DEDICATED ELECTRICAL LINE 1 PASTRY DISPLAY NONE NONE SPARTAN SHOWCASE MODEL #92429 JACKSONS egi 1 BAG -N -BOX SYSTEM (FOUNTAIN) VENDOR 8 1" F� t P 4f TMEN IN:I NONE HW, CW, INDIRECT WASTE 14 X 10 BOWL SIZE X 9 Y2" d W/ (2) 12 DRAINBOARDS EAGLE GROUP 310- 10 -3 -12 w/ PRE -RINSE FAUCET #2210 w/ #2910 -12 ADD-ON FAUCET G C 1 BAG -N -BOX SYSTEM (FCB) VENDOR 1 a6tonostosiatykY 110V / 60Hz / 1 1i" DRAIN - VERIFY VERIFY ELECTRICAL REQUREMENTS (REMOTE CONDENSER, SEE 40 BELOW) SOUTHERN FIXTURES 8' MDI- O4MS -2FR -REM JACKSONS ® 1 BULK CO2 FOR POST MIX LIQUIDATOR LIQUIDATOR 300 CO2 SYSTEM NUCO2 / LF300 -0000 VENDOR JACKSONS 1 DROP -IN SS HAND SINK NONE " HW, " CW, 2" DIRECT WASTE EAGLE GROUP CDI- 1O- 14 -9.5 -1 COMPLETE w/ GOOSENECK FAUCET (LEVER HANDLES) G.C. 1 ATM POWER & DATA IN SLAB ED 34 1 FIRST LOOK CONDIMENT , STATION NONE NONE JACKSONS 1 PHONE CARD STAND NONE JACKSONS ES 1 NAPKIN DISPENSER NONE NONE SAN JAMAR H40001XC JACKSONS 36 1 ICE MERCHANDISER 1HP COMPRESSOR LEER UPRIGHT MODEL 60 VENDOR ® 1 NACHO:= CHILI'D1SPNSE}Z 120V / 1.7A / 215W NONE GEHL's JACKSONS 1 PROPANE EXCHANGE PROGRAM NONE NONE ATTACH w/ POWDER DRIVEN PINS TO CONCRETE WALK (BY G.C.) VENDOR ea 1 CHIP RACK NONE NONE GEHL's JACKSONS 2 tIls+1 .Ct QI4; G.C. MD 2 ; <OPEN HOT:CASE lSISPi ' 120V / 12.5 AMP; 1500 W; 6 FT CORD NONE INDIVIDUAL BRANCH CIRCUIT WISCO 282 -24 -R JACKSONS 1 matithaEgiti MODEL #RLH251E44 -E COMPRESSOR : CS20K6E G.C. JACKSONS :1-61' ( em390 _ 2 f MICROWAVE < - 120V / 60Hz /1; 1000w NEMA 5 -15R or NEMA 5 -20R NONE PANASONIC NE -1054 JACKSONS 1 REMOTE CONDENSER 208 -230 / 3 REMOTE CONDENSING UNIT FOR ITEM #10 HTPG GOD ( 40) 1 CONDIMENT DISPENSER FRESH NONE NONE SERVER PRODUCTS, INC. IRS -2 #67770 (003 -67770 (DISPENSER) w/ (2) PANS #90106 JACKSONS 1 HAND SINK NONE 1i" P -TRAP; 1 "IPS; "IPS HOT /COLD ADVANCE TABCO 7 -PS -40 COMPLETE w/ (2) 12" HIGH SPLASH GUARDS & LEVER HANDLE FAUCET G.C. ( 18 ) 41 2 `BOLTER GRILL' LARGE" 120V / 60Hz; 985W / 8.3A; NEMA 5 -15P; 208 / 240V; 1260 / 1665W, 6.2/7 A NONE APW WYOTT HR(S)-50S; w/ SNEEZE GUARD; DIVIDER KIT; BUN CAB & DIAL COVERS JACKSONS 49R 1 CONDIMENT TRAY NONE NONE ACRYLIC w/ INTEGRAL SNEEZE GUARD SHOPCO USA 24 Lx6 Dx8 H (CLEAR ACRYLIC) JACKSONS 1 . MINK NONE " FNPT INLET & OUTLET FIAT #MSB 2424; w /ACCESSORIES; (2) MOP RACKS C.C. 20 ) Cr...) ' l 4 STORAGE RACKS NONE NONE METRO WIRE - ]J2H GREW/ EPDXY WIRE- #J2460K W/ #J74K POSTS JACKSONS 1 ¢ ° +-- IMA`tERFH13ATER, BRADFORD WHITE M165R6DS13 (65 GALLON) G.C. CD 44 4 STORAGE RACKS NONE NONE NONE METRO IS SHELVING 24 "x60 "x72H CHROME WIRE- #J2460C W/ #J74C POSTS (28 EA)- 3048Y GOLD BOND SHELF (28 EA)- P74Y GOLD BOND POST (28 EA)- PFBM48 BIN MARKER JACKSONS JACKSONS 1 REMOTE CONDENSER (cubed) 208 -230 / 50 -60hZ / 1; 124Ibs REMOTE CONDENSING UNIT FOR ITEM #27 CORNELIUS NORDIC #RC06002 (ICE CURER) WALL MOUNTS (2) #1WD1SC & (1) #2WL1JAGKSONS (2) #18C36NC CHROME SHELVES JACKSONS EN C1010 7 STORAGE RACKS NONE 2 DRYING RACKS NONE NONE METRO (SUPER ERECTA) ® ( 46 ) 1 COAT RACK NONE NONE 36" WIDE WALL -MOUNT COAT RACK w /HANGERS /SHELF NATIONAL BUSINESS FURNITURE ITEM #91337, COLOR: BLACK G.C. 101,14 Co>Jv\1-c Xref: , 631 — equipment— list.dwg, .border.dwg, x631_base.dwg, jay dwg 0 Ce x I I 0 0 (1) File:P: \14000s \14700\ architectural \631 _bce14700— A1.4.dwg Date /Time:9/22/2011 1:27 PM 6" WIDE x 4" HIGH CONCRETE WHEEL BUMPER 6" APPLY BLOCK FILLER AND SEAL INTERIOR WALL SURFACE AIII//.1111/AWIll/ 6" CONCRETE SLAB W/ 6x6- W10xW10 W.W.M. AT MID -DEPTH DRILL SLAB 3/4"0 x 1" DEEP FOR CANE BOLTS SLOPE 1.0% (MIN.) Y2" EXPANSION JOINT 12" FOOTING, TYP TRASH PERIMETER POST FOOTING 18 "0 x 36" DEEP (TYP. 2 PLACES) SEE DETAIL DESIGN STATEMENT THE INTERIOR WALL SURFACES OF THE TRASH ENCLOSURE ARE TO BE SMOOTH, SEALED AND WASHABLE. APPLY ONE COAT EPDXY FILLER /SEALER; AND ONE COAT GLOSS POLYURETHANE. COTrash /Recycle Enclosure Plan SCALE: 1/2" = 1� -0" SCALE: 1 /2" = 1' -0" EDGE OF FOOTING BELOW CONCRETE MASONRY SPEC RUNNING BOND CMU (TYP.), SPLIT -FACE, PAINTED TO MATCH BUILDING COLOR. HOLLOW CONCRETE MASONRY: F'M = 1,350 psi UNITS SHALL BE LAID UP IN BED TYPE S MORTAR (F'C = 1,800 psi ) AS FORMULATED IN I.B.C. REINFORCE WALLS AS SHOWN. FILL ALL CELLS CONTAINING REINFORCING WITH COARSE GROUT (F'C = 2,000 psi ) SEE POST DETAIL 13' -4" 1' -4" 5, -4" 5' -4" 1' -4" L_ CD cif Ww TOP CAP cc)(c) McSaiNc,vt �t 11C R -cp-1( SEE HINGE DETAIL 0 I PROVIDE HEAVY _ -I- --I I I I I I I L_ _J L — — — DUTY CASTERS © EA. GATE 2 CANE BOLTS HEAVY DUTY CD l0J 6' -0" HIGH 6"0 STEEL POST SEE EMBEDMENT DETAIL SEE FOUNDATION DETAIL 11' -4" C.C. OF GATE POSTS L POST FOOTING 18"o x 36" DEEP (TYP. 2 PLACES) SEE DETAIL 7 Front Elevation D SD.2 SCALE: 1 /2" = 1' -0" 13' -4" (TYP.) CO SEE FOUNDATION DETAIL Rear Elevation Th TYP.) SCALE: 1/2" = 1 ' -0" 4� Y2" EXPANSION JOINT Side Elevation SEE FOUNDATION DETAIL (TYP.) 8 "X8" SPLIT FACE CMU SCALE: 1/2" = 1' -0" 0 .5 0 o. 0 °1) 0 0 0 z co z 0 J w Z W r Z 0 + * w a z w Q z J 0 z co ° -I--mQ cn ccw J co if> CC 0 Z z j w T 0) ▪ I- REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION AUG ?a n11 PERMIT CENTER cc ON U Q co O 0 oc wz � g O 0 O cc w O c) www.jacksonsfoodstores.com 2o Ro 0 I o I N C O ✓ ) ▪ N • L• N IN S 0 01 fA 0 E c 2 0 0 co 0 0 0 18215 72ND AVENUE SOUTH X N ON N r"--C° cO N - I N N Y z z z 0 0 z 0 w w z 0 z w -J 7 U w U > w v) J z w z O z w (. z_ O z 0 7— a) w 0 0 0) MPETERSON Xref: , border.dwg, jay.dwg 0 0 0 0 0 File:P: \14000s\ 14700 \architectural \631_bce14700 sd.1_sd.2.dwg Date /Time:8/22/2011 10:52 AM co ._ K ( , 4� Y2" EXPANSION JOINT Side Elevation SEE FOUNDATION DETAIL (TYP.) 8 "X8" SPLIT FACE CMU SCALE: 1/2" = 1' -0" 0 .5 0 o. 0 °1) 0 0 0 z co z 0 J w Z W r Z 0 + * w a z w Q z J 0 z co ° -I--mQ cn ccw J co if> CC 0 Z z j w T 0) ▪ I- REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION AUG ?a n11 PERMIT CENTER cc ON U Q co O 0 oc wz � g O 0 O cc w O c) www.jacksonsfoodstores.com 2o Ro 0 I o I N C O ✓ ) ▪ N • L• N IN S 0 01 fA 0 E c 2 0 0 co 0 0 0 18215 72ND AVENUE SOUTH X N ON N r"--C° cO N - I N N Y z z z 0 0 z 0 w w z 0 z w -J 7 U w U > w v) J z w z O z w (. z_ O z 0 7— a) w 0 0 0) MPETERSON Xref: , border.dwg, jay.dwg 0 0 0 0 0 File:P: \14000s\ 14700 \architectural \631_bce14700 sd.1_sd.2.dwg Date /Time:8/22/2011 10:52 AM 6" DIA. STL. PIPE FILL W/ CONCRETE PAINTED 3/4" DIA. STL. ROD, WELD TO 1" DIA. STL. PIPE GALVANIZED METAL DECKING, SEE GATE DETAIL Jamb Detail AT TRASH ENCLOSURE) SCALE: 1Y2' = 1' -0" 2" x 2" x 1/4" ANGLE FRAME AND BRACES 1" DIA. STL. PIPE 4" IN LENGTH WELD ONE TO ANGLE AT DOOR WELD ANOTHER AT 6" PIPE (B) C 6" DIA. STL. STD. WT. PIPE FILL WITH CONCRETE Hinge Detail (AT TRASH ENCLOSURE) 1" DIA. STL. PIPE 4" IN LENGTH WELD TO ANGLE AT DOOR 2" x 2" x 1/4" ANGLE FRAME WASHER 1 1/2" 18 GAUGE TYPE 'B' GALVANIZED METAL DECKING 1" DIA. STL. WELDED TO SOLID STL. 1" DIA. STL. FOR DOOR SCALE: 1Y2' = 1' -0" #4 © 24" ON c - OF GROUTED CELL #4 DOWELS 4 24" O.C. #4 DOWELS © 24" OC. #4 BEAM Foundation /Footing Detail SCALE: 1" = 1' -0" PIPE 4" IN LENGTH 6" PIPE. WELD 3/4" DIA. ROD 8" IN LENGTH INSIDE PIPE TO ACT AS HINGE REINF. CONC. APRON 2' -0" 10' -0" 5 1/2" 6"0 STEEL PIPE FILL WITH CONCRETE SLOPE 1% #4 ® 24" ON '- OF GROUTED CELL (2) #4 IN BOND BEAM (TYP.) 1 8" C • \ /\ \ \/ /\/ \ °\ 18"0 x 3' POST \ \ / FOOTING, FOUNDATION / (2) #4 BEYOND 2' -0" d • • TOP CAP, TYP. LANDSCAPE AREA SEE SHEET L1.1 // //\ / / / / \ / /j/\ / \\ \j \ i j\\��\\ \ \ \A \/ Y2" EXPANSION JOINT " COMPACT SUB GRADE TO 95% 10' -0" 2" x 2" x 1/4" ANGLE – MITER JOINT & WELD AT CORNERS – PAINT TO MATCH BUILDING 6" DIA. STL. PIPE FILL W/ CONCRETE 1 1/2" x 1/4" STL. STRAP AT REAR FACE OF DOOR – WELD TO STEEL ANGLE AT CORNERS CSection I:3 SCALE: 1 /2" = 1 ' –0" /\ 14" W x 2" D x CHANNEL FRAME (FULLY WELDED) WITH 1Y2" DEEP; 20 GA. CORRUGATED DECKING, BHP METALS "BOXRIB" OR EQUAL, PAINTED WHITE ON BOTH SIDES SLIDING LATCH (DOLCO #207) BOLT 'J' STRAPS TO DOORS, LOCATE TO HOLD CANE BOLTS WHEN DOORS ARE IN USE — CANE BOLT (STANLEY #1009 -18 ") 3/4" STANDARD PIPE (SLEEVE) 6" IN LENGTH WELDED AT BOTTOM CORNER OF EA. DOOR 6" CONC. SLAB W/ 6x6 – W10xW10 W.W.M. AT MID –DEPTH Gate Detail 1 5' -4" ± SPLIT FACE CONCRETE MASONRY UNITS PAINT TO MATCH STORE SEE FOUNDATION DETAIL (TYP.) // • A 4 . • 4 J CONCRETE ENVELOPE AT GATE POST • a. 1 1' -6" DIA. SD.2 N N SCALE: 1" = 1'-0" bk‘,18(p REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION 0 0 0 z co J a w 0 w co 0 J 0 z w co MaM 1- w 0 a J_ NTERURBAN AVENUE S co cv) CITFORALA AUG 2 .0 7011 PERMIT CENTER O u- www.jacksonsfoodstores.com ci U 0 c 0 N 0 S I zll 0 c .6 a� 0 E 0. c v 0 0 v Y U I) s 0 co '4- - v 2 0. ., 0 0 18215 72ND AVENUE SOUTH N 00 00 I N LC) LO N N d" d' z_ z z 0 z z w w 0 z w —J > U N w U w J 1– z w z O z w 0 z_ > (1) Job Number O L N cVf CO CO border.dwg, jay.dwg MPETERSON O .. 1 11 0 1 0 0 N Date /Time:8/22/2011 10:52 AM 0 U) (1) 0 0 U _01 ro 0 0 U Lc U 0 0 0 0 0 0 d- 0 4) Ii General Structural Notes (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS) CRITERIA: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE INTERNATIONAL BU]LDIN6 CODE (IBC), 200q EDITION, AMERICAN SOCIETY OF CIVIL ENGI1R5 MINIMUM DESIGN LOADS (ASCE 1 -05), AMERICAN CONCRETE INSTITUTE (AGI 318 -08) AND NATIONAL DESI6N SPECIFICATION FOR WOOD CONSTRUCTION (ANSI /AF4PA NDS- 2005). 2. DE5I6N LOADING CRITERIA: ROOF LIVE LOAD ROOF DEAD LOAD ROOF MECHANICAL LOAD WIND: BASIC WIND SPEED: 85 MPH I :1.0 EXPOSURE = G EARTHQUAKE: OCCUPANCY GATE60RY : II I - 1.0 5s : 1.1468 51 = 0.505 SITE CLASS : E Sds = 0.881 5d1 : 0.808 SEISMIC DE5I6N CATEGORY : D L16HT- FRAMED WALLS WITH WOOD FORGE PROCEDURE (ASD). Vbose 25 PSF NON- REDUCIBLE SEE GENERAL STRUCTURAL NOTE 35 SEE ROOF FRAMING PLAN Fo : O.g00 Fv = 2.400 5ms = 1.321 5m1 = 1.212 5HEAR PANELS: R : 6.5; OME6A0 = 3; Cs = 0.1355; Vboss SEISMIC = 41.2k; EQUIVALENT LATERAL WIND : 20.64k SEE DRAWINGS FOR ADDITIONAL LOADING CRITERIA GENERAL: 3. THESE DRANIN65 SHALL BE USED TOGETHER WITH THE SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BETWEEN ALL THE DRAWIN65 AND SPECIFICATIONS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONTINUANCE OF THE WORK. 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. IF EXISTING CONDITIONS DIFFER FROM THOSE SHOWN, THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUANCE OF THE WORK. 5 CONTRACTOR SHALL BE RESPONSIBLE FOR DE516N AND CONSTRUCTION OF ALL TEMPORARY SHORING AND BRACING OF THE WORK UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 1. CONTRACTOR- INITIATED CHANGES TO THE WORK SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER. OBTAIN APPROVAL BEFORE PROCEEDING WITH THE WORK. CHAN6E5 TO SHOP DRAWIN65 ALONE WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWIN65 INDICATE 6ENERAL AND TYPICAL DETAILS OF CONSTRUCTION. USE SIMILAR DETAILS, SUBJECT TO REIVEW BY THE ARCHITECT, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN. ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURIN6, DELIVERY, HANDLIN6, STORA6E AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. EQUIPMENT: 10. ANCHORA6E AND SEISMIC BRAGIN6 OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY SHOWN ON THE PROJECT MECHANICAL DRAWINGS SHALL BE DESI6NED BY A PROFESSIONAL ENGINEER RE6ISTL ED IN THE STATE OF CALIFORNIA. THE MECHANICAL CONTRACTOR MUST HIRE THE ENGINEER AND I5 RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC BRACING AND ANCHORAGE. SEISMIC BRACING AND ANCHORA6E DESI6N AND CONSTRUCTION SHALL COMPLY WITH CHAPTER 13 OF ASCE 1.05. SUBMITTALS: 11. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION: SUBMITTAL CONCRETE REINFORCING STRUCTURAL STEEL ENGINEERED JOISTS PRE - ENGINEERED TRUSSES SUBMITTAL REQUIRED YES YES YES YES STAMPED BY REGISTERED ENGINEER NOT REQU 1 R P NOT REQUIRED YES YES ENGINEERING CALCULATIONS NOT REQUIRED NOT REQUIRED YES YES SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR I5 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL I5 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED, EITHER PRIOR TO OR AFTER, SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWIN65 AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. QUALITY ASSURANCE: 12. SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 11 OF THE IBC FOR THE FOLLOWING WORK: CONCRETE PLACIN6 REINFORCEMENT PLAGIN6 ANCHOR BOLTS 4 HOLDOWN BOLTS PLACING CONCRETE INSTALLING EXPANSION BOLTS INSTALLING EPDXY BOLTS 4 DOWELS WOOD SHEARWALL NAILING, BOLTING AND HOLDOWNIS FLOOR 4 ROOF DIAPHRAGM AND DRA6 STRUT NAILING FLOOR 4 ROOF DIAPHRA6M DRAG 4 CHORD CONNECTIONS 5 HI6H- STRENGTH :• TI - 6- I&H I i 5 * ABR GAT ' AL BE WELD IN6 HELD! N6 - SINGLE -PASS, We, FILLET OR LESS ( PERI ODI G) ( PERI ODI G) ( CONTI NUOUS) (PERIODIC) ( CONTI NUOUS) ( PERI ODIG) (PERIODIC) (PERIODIC) (_ - -NOD ) GED BY W.A.B.O. RE6ISTERI:D STEEL FABRICATOR. I Sri (PERIODIC) QUAL I TY ASSURANCE ( CONT • : MASONRY PLACING UNITS, REINFORCEMENT 4 EMBEDMENTS PLAGIN6 GROUT 6EOTECHNI CAL : ( PERI ODI C) ( CONTI NUOUS) 13. FOUNDATION NOTES: SUB6RADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION AND FILLING REQUIREMENTS SHALL CONFORM STRICTLY WITH THE STRUCTURAL DRAWIN65, PROJECT SPECIFICATIONS AND AS DIRECTED BY THE OWNER APPOINTED 6EDTEGHNICAL ENGINEER. FOOTIN65 SHALL BEAR ON FIRM, UNDISTURBED EARTH OR CONTROLLED, COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED 6RADE. THE OWNER APPOINTED 6EOTECHNIGAL ENGINEER SHALL APPROVE FOOTING EXCAVATION /PREPARATION PRIOR TO PLACEMENT OF ALL FOOTIN65. FOOTING DEPTHS/ ELEVATIONS SHOWN ON THE DRANIN65 ARE MINIMUM AND FOR 6UIDANGE ONLY; THE ACTUAL ELEVATIONS SHALL BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE OWNER APPOINTED 6EOTEGHNIGAL ENGINEER. BAGKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, 6RANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINA6E AS NOTED IN THE CIVIL DRAWINGS AND SPECIFICATIONS. SITE CLASS ALLOWABLE SOIL PRESSURE DEAD + LIVE 2,000 PSF LATERAL EARTH PRESSURE - ACTIVE (WALLS) 300 PCF LATERAL EARTH PRESSURE - PASSIVE 45 PGF COEFFICIENT OF FRICTION 0.40 SOIL DENSITY 130 PGF 50ILS REPORT REFERENCE: 6E0TECH CONSULTANTS, INC. JOB N0. JN102411. DATED NOVEMBER 22, 2010. ANCHORAGE: 14. ANCHOR BOLTS "J- BOLTS" SHALL CONFORM TO THE ASTM SPECIFICATION F1554 (GRADE A) AND Fy 36K51. 15. EXPANSION BOLTS INTO CONCRETE SHALL BE AS MANUFACTURED BY SIMPSON 5TRON6 -TIE COMPANY, INC. OR HILT! INC. INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE 10C-ES REPORTS, INCLUDING MINIMUM TORQUE REQUIREMENTS. EMBEDMENT DEPTHS SHALL BE AS INDICATED. SPECIAL INSPECTION 15 REQUIRED FOR INSTALLATION OF ALL EXPANSION BOLT AND INSERT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. MANUFACTURER SIMPSON STRONG -TIE COMPANY, INC. HILTI, INC. MATERIAL CONCRETE CONCRETE PRODUCT STRONG BOLT KWIK BOLT TZ (KB -TZ) ICG -ES REPORT ESR -1111 -1q11 16. 16. EPDXY - GROUTED ANCHORS (THREADED ROD OR REINFORCING BAR) INTO CONCRETE AND INTO SOLID GROUTED CONCRETE MASONRY OR BRICK SHALL BE 6ROUTED WITH EPDXY ADHESIVE BY SIMPSON STRON6 -TIE COMPANY, INC. OR HILTI INC. INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE ICG -ES REPORTS. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY- 6ROUTED ANCHOR INSTALLATIONS. EPDXY - GROUTED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. MANUFACTURER SIMPSON STRONG -TIE COMPANY, INC. HILTI, INC. CONCRETE: MATERIAL CONCRETE CONCRETE PRODUCT SET XP EPDXY HIT -RE 500 -5D ICC -E5 REPORT E5R -2508 ESR -2322 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1805 AND ACI 318. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: 4* 28 DAY STRENGTH TYPE OF CONSTRUCTION (f ' c) SLABS ON 6RADE- EXTERIOR 3,000 PSI FOOTINGS 3,000 PSI SLABS ON 6RADE- INTERIOR 3,000 PSI MAXIMUM MINIMUM GEMENTITIOUS MATERIAL WATER/GEMENTITIOUS SLUMP' CONTENT PER CUBIC YARD" RATIO 5" 4 1/2 SACKS 0.51 5" 4 1/2 SACKS 0.51 5" 5 1/2 SACKS 0.45 (W /FIBRILLATED FIBERS) MIXES SHALL BE PROPORTIONED 50 AS NOT TO EXCEED THE MAXIMUM SLUMPS INDICATED. WATER- CEMENTITIOUS MATERIAL RATIO FOR INTERIOR SLABS SHALL NOT EXCEED 0.50 UNLESS OTHERWISE NOTED. THE MINIMUM GEMENTITIOUS MATERIAL CONTENT MAY BE CHAN6ED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE CITY'S BUILDING DEPARTMENT OF PLANNING AND DEVELOPMENT FOR APPROVAL TWO YAKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOUS MATERIAL, FINE AND COARSE A66REGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER - CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH AGI 318 -05, CHAPTER 5. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE 6ENERAL CONTRACTOR, UNLESS THE PROPOSED MIX HAS BEEN GRANTED CONTINUOUS APPROVAL BY THE SEATTLE DEPARTMENT OF PLANNING AND DEVELOPMENT. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS 6ENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO FROZE /THAW CYCLE SHALL BE AIR- ENTRAINED WITH AN AIR - CONTENT CONFORMING TO AGI -318 TABLE 4.2.1. 18. REINFORCING STEEL SHALL CONFORM TO ASTM A615, 6RADE 60, fy = 60,000 P51, EXCEPT REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM A106. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1S5. lg. REINFORCING STEEL FOR CONCRETE WORK SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 315 -qq AND 318 -02. LAP ALL CONTINUOUS REINFORCEMENT WITH 1s LAPS PER TABLE II, DETAIL 16/55.1, UNLESS OTHERWISE NOTED. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8 ". NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWIN65 OR APPROVED BY THE ENGINEER. 20. CONCRETE PROTECTION (COVER) FOR REINFORGIN6 STEEL SHALL BE AS FOLLOWS: FOOTIN65 AND OTHER UNFORMED SURFACES CAST A6AINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH (1.e. WALLS BELOW GROUND) OR WEATHER ( #6 BARS OR LARGER). . 2" ( #5 BARS OR SMALLER) . . 1 Y2" SLABS AND WALLS (INTERIOR FACE) GREATER OF (BAR DIAMETER PLUS Yo ") or . . . a" 21. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENIN65 IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWIN65 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. 22. NON - SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT I5 PLACED (6,000 P5I MINIMUM) . STEEL: 23. STRUCTURAL STEEL DESI6N, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.1.5.C.. SPECIFICATIONS AND CODES: 1. SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65- ALLOWABLE STRESS AND PLASTIC DESIGN, OR LOAD AND RESISTANCE FACTOR DESI6N SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS. 2. CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRIDGES, ADOPTED MARCH 1, 2000, AMENDED BY THE DELETION OF THE FOLLOWING PHRASE IN PARAGRAPH 4.4.1 (b): "CONFIRMATION THAT THE OWNER'S REPRESENTATIVE FOR DESIGN HAS REVIEWED AND APPROVED THE CONNECTION DETAILS SHOWN ON THE SHOP AND ERECTION DRAWIN65. IN REFERENCE TO SECTION 3.1.6, FABRICATOR SHALL REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRANIN65 TO DETERMINE PAINTING REQUIREMENTS. MEMBERS EMBEDDED IN CONCRETE OR TO RECEIVE SPRAY -ON FIREPROOFING SHALL NOT BE PAINTED. IN REFERENCE TO SECTION 3.3, FABRICATOR SHALL FOLLOW PROJECT SPECIFICATIONS TO VERIFY ENGINEER'S INTENT IN THE EVENT OF DISCREPANCIES BETWEEN DRAWIN65 AND SPECIFICATIONS. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A4g0 BOLTS. 0 Permit Submittal 0 J CONTRACTOR SHALL ALSO COMPLY WITH OSHA REGULATION 2q CFR PART 1826 SUBPART R - STEEL ERECTION, PUBLISHED JANUARY 18, 2001. MISCELLANEOUS PLATES FOR GUYING GABLE ATTACHMENTS, TEMPORARY JOIST BRACING, ETC. SHALL BE ADDED AS REQUIRED. CONTRACTOR m SHALL EVALUATE COLUMNS AND PROVIDE ADEQUATE BASE PLATE SHIMS, GUYS, OR TEMPORARY BRACING AS REQUIRED PER SECTION 14126.155. 24. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION A. PLATES, AN6LE5, CHANNELS AND RODS B. STRUCTURAL TUBING (H55 - SQUARE OR RECTANGULAR) G. ANCHOR BOLTS (EMBEDDED IN MASONRY OR CONCRETE) D. CONNECTION BOLTS (3/4" ROUND, UNLESS OTHERWISE NOTED) A36 A500 (GRADE B) F1554 (GRADE A) A325 -N 36 KSI 46 KSI 36 K5I 25. DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL. MEMBERS SHALL BE PER THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDIN65 AND BRID6ES, SECTION 6.4 AND ASTM SPECIFICATION Ab. UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING PROCESS. 26. BOLTS IN CONNECTIONS NOT SPECIFIED AS SLIP- GRITIGAL NEED ONLY BE TIGHTENED TO THE SNUG TIGHT CONDITION. THE SNUG TIGHT CONDITION 15 DEFINED A5 THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. IF A SLOTTED HOLE OCCURS IN AN OUTER PLY, A FLAT HARDENED WASHER OR COMMON PLATE WASHER SHALL BE INSTALLED OVER THE SLOT. 21. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.G. AND A.11.5. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING ETOXX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF REINFORCING STEEL I5 NOT PERMITTED. WOOD: 2b. FRAMING LUMBER SHALL BE KILN DRIED OR MG -141, AND 6RADED AND MARKED IN CONFORMANCE WITH W.G.L.I.B. STANDARD 6RADIN6 RULES FOR WEST COAST LUMBER N0. 11. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2x MEMBERS) DOUGLAS FIR N0. 2 MINIMUM BASIC DESIGN STRESS, Fb = 4100 P5I, Fv : 180 P51 (3x AND 4x MEMBERS) DOUGLAS FIR N0. 1 MINIMUM BASIC DE5I6N STRESS, Fb = 1000 PSI, Fv = 180 P5I BEAMS AND STRINGERS: DOUGLAS FIR N0. 1 (INCLUDING bx AND LARGER MEMBERS) MINIMUM BASIG DESIGN STRESS, Fb = 1350 PSI, Fv = 110 PSI POSTS: (4x MEMBERS) ( bx 4 LAR6ER MEMBERS) STUDS, PLATES, LEDGERS 4 MISCELLANEOUS LIGHT FRAMING: DOUGLAS FIR N0. 1 (U.O.N.) MINIMUM BASIC DESIGN STRESS, Fo = 1500 P5I, E = 1100 K51 DOUGLAS FIR NO. 1 MINIMUM BASIC DESIGN STRESS, Fc : 1000 PSI, E : 1600 KSI DOUGLAS FIR NO. 2 MINIMUM BASIC DESIGN STRESS, Fb = 4100 P51, Fv = 180 P5I FIN6ER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRESCRIBED BENDIN6 STRESS AND TENSION STRESS CRITERIA. 21. ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - TREATED WITH AN APPROVED PRESERVATIVE. 1 28. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND A.I.T.C. STANDARDS IN A CITY OF SEATTLE CERTIFIED PLANT. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.G. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. CITY INSPECTION I5 REQUIRED PRIOR TO COVERING GLUED LAMINATED MEMBERS. SIMPLE SPAN BEAMS: DOU6LA5 FIR COMBINATION 24F -V4 Fb = 2400 P51, Fv = 165 PS1, E : 1800 K5I ABBREVIATIONS: A.B. BLK6 BN BOT G : GONG GOVT EA EL EN FOC FN : F5 6T - HD HD6 H6 HT ANCHOR BOLT BLOCKING BOUNDARY NAILIN6 BOTTOM CAMBER CONCRETE CONTINUOUS EACH ELEVATION EDGE NAILING EQUAL EXISTING FACE OF CONCRETE FIELD NAILING FAR SIDE GIRDER TRUSS HOLD DOWN HOT DIP 6ALVANIZED HIP GIRDER HIP TRUSS HDR : HEADER MIN = MINIMUM MAX = MAXIMUM N5 = NEAR SIDE oc : ON CENTER OPP : OPPOSITE R = PLATE PLF : POUNDS PER LINEAL FOOT PSF : POUNDS PER SQUARE FOOT PT - ▪ PRESSURE TREATED REINF : REINFORCING REQ'D = REQUIRED SCHED = SCHEDULE 5IM : SIMILAR T05 = TOP OF SHEATHING TOW : TOP OF WALL T 4 6 = TONGUE AND GROOVE UON = UNLESS OTHERWISE NOTED VT = VALLEY TRUSS WHS = WELDED HEADED STUD SHEET INDEX: W 1-- 0 J m a 0. J m 0 W H N 0 0 0 0 z 0) w 0 n- Z J Et NO D (i) c J J wH Z w NTERURBAN AVE SOUTH CO r REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION 51.1 6ENERAL STRUCTURAL NOTES 51.2 6ENERAL STRUCTURAL NOTES CONTINUED 52.1 FOUNDATION PLAN 52.2 ROOF FRAMING PLAN 53.1 53.2 CONCRETE DETAILS CONCRETE DETAILS 56.1 TYPICAL WOOD FRAMING DETAILS 56.2 WOOD FRAMING DETAILS 56.3 CANOPY DETAILS 56.4 CANOPY DETTAILS 56.5 CANOPY 4 WOOD FRAMING DETAILS 11-Z80 RECEIVED CITY OF TUKWLA or 1 7 2011 PERMIT CENTER L M 00 0 Z 0 17C w 2 www. jacksonsfoodstores. cam 18215 72ND AVENUE SOUTH N 0 00 z w X • Cq Cq 00 CV Lvt; LIT) N N N N v mf N CD U z5 2 w aJ z z • w Z z_ W W z� J U N Job Number 0 r CO 1 2 General Structural Notes N € a •y '5 Z W I-- d O Z Z — o I--- ....I i LW o g W Q Z D Z = 0 O Q Q co 0 CO Ii— < — [e W J t EL D W I— 00 D Z M H W 0 cy) a) 3=1 (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS) HOOD: 30. ROOF, FLOOR 4 WALL SHEATHING SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYWOOD, IN CONFORMANCE WITH IBC SECTION 2303.1.4. APA RATED, EXTERIOR OR EXPOSURE 1 ORIENTED STRAND BOARD (05B), IN CONFORMANCE WITH IBC SECTION 2303.1.4 MAY BE USED IN LIEU OF PLYWOOD AT INTERIOR VERTICAL SURFACES ONLY. SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS P51 -q5 OR P52 -q2, OR APA PRP -100 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWING FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE y" (NOMINAL) WITH MINIMUM SPAN RATING OF 24/0. 31. ALL PRESSURE- TREATED (P. T.) WOOD MEMBERS SPECIFIED ON THE DRAWINGS SHALL BE PRESSURE- TREATED WITH CHROMATED COPPER ARSENATE (CCA), DOT SODIUM BORATE (53X), COPPER AZOLE (CA OR GBA -A), OR ALKALINE COPPER QUAT (AGQ -G OR ACQ -D) PRESERVATIVES. AMMONIACAL COPPER ZING ARSENATE (AGZA) PRESERVATIVE SHALL NOT BE USED. SBX PRESERVATIVE SHALL ONLY BE USED FOR PRESSURE TREATED MEMBERS NOT EXPOSED TO HEATHER FOR A PROLON6ED DURATION. SEE 6EIERAL STRUCTURAL NOTES #32 AND #34 FOR MATERIAL REQUIREMENTS OF CONNECTORS AND FASTENERS IN CONTACT WITH PRESSURE- TREATED MEMBERS. 32. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL 3E "STRONG Q -TIE" BY SIMPSON COMPANY, A5 SPECIFIED IN THEIR m Y CATALOG NO. G -2011. ALTERNATE CONNECTORS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A i CURRENT I CG -ES REPORT AND A LIST STATING THE ITEM -FOR -ITEM SUBSTITUTION MUST BE SUBMITTED TO THE STRUCTURAL EN6I NE R FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EN6II�RIN6 COSTS RELATING TO REVIEW AND /OR ' RE- DESIGN TO ACCOMMODATE PROPOSED Ne m 6 7 SUBSTITUTIONS. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER _ o AND SIZE OF FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A301. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME 6RADE ' 1 z (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS AND MULTIPLE MST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS, UNLESS OTHERWISE NOTED. ALL TIMBER CONNECTORS IN CONTACT WITH PRESSURE - TREATED WOOD THAT U5E5 PRESERVATIVE CHEMICALS OTHER THAN GHROMATED COPPER ARSENATE (CGA -C) OR DOT SODIUM BORATE (SEX) SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (6185 STEEL PER ASTM A653) OR TYPE 31 SL STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A153. 33. WOOD FRAMING NOTES: THE FOLLOWIN6 APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS: �'' O c E 0 O 0 CV 0 l to C� 0 < CO a5 — p W Z 2B. 2 < 2 - p O — ) V Q . W c� W �� co Lo d. M A. ALL WOOD FRAMING DETAILS: SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBG. MINIMUM NAILING SHALL CONFORM TO IBC TABLE 2304:41.1 OR CURRENT ICC -ES REPORT NER -212. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWIN65. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 BOLTS BEARING ON WOOD. INSTALLATION OF LA6 BOLTS SHALL CONFORM TO 2005 NDS SECTION 11.1.3 AND INSTALLATION OF TS SHALL CONFORM TO , BOL ALL 2005 N�3 SECTION 11.1.2. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENIN65 IN ROOFS. PROVIDE BRID6IN6 ®0' -0 "oc AND SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOI STS TO SUPPORTS NI TH TWO 1 bd NAILS. ATTACH TIMBER JOI STS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH lbd # Ina STAGGERED. 34. ALL TIMBER FASTENERS: LESS THAN 1/2" DIAMETER IN CONTACT WITH PRESSURE- TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN GHROMATED COPPER ARSENATE (CCA -G) OR DOT SODIUM BORATE (SBX) SHALL BE POST HOT -DIP GALVANIZED PER ASTM A153 OR MECHANICALLY GALVANIZED PER ASTM BOB, CLASS 55 OR 6REATER. 35. METAL PLATE CONNECTED WOOD ROOF TRUSSES: SHALL BE DESI6NED BY THE MANUFACTURER IN ACCORDANCE WITH THE "DESIGN 11 SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI -85" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD SNOW LOAD 25 PSF WIND UPLIFT (TOP CHORD) 15 P51 TOP CHORD DEAD LOAD 10 PSF BOTTOM CHORD LIVE LOAD * * 10 PSF ( NON - SIMULTANEOUS WITH TOP CHORD SNOW LOAD) BOTTOM CHORD DEAD LOAD 10 P5F SHALL BE APPLIED TO ATTIC ACCESSIBLE AREAS. o UL .4y L. C�CI f WAS m�.. ° ` ?,y'` 0 /LN z. .' - tr , ...c. G 27526 w, .mow FsslO NA EG�4 �� ANAL E 6 -2241 20' -0" FOLE HEIGHT 1 _ i / 1 TOTAL LOAD 45 PSF LIMIT TOTAL -LOAD DEFLECTION TO L/240 WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (6AN6NA I L OR EQUAL) . SUBMIT SHOP DRAWI N65 AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A RE6ISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF 6IRDER TRUSSES, JACK TRUSSES, STEP -DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS-TO-TRUSS AND TRUSS-TO-FLUSH BEAM GONIGTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE DETAILS FOR ALL TEMPORARY AND PERMANENT TRUSS BRAGIN6 AND BRIDGING DETAILS. 36. NAIL SIZES WHERE NOTED ON DRAWIN6 NAIL SIZES SHALL BE AS FOLLOWS: � SEE ELECTRICAL DRAWINGS FOR LIGHT SPEGIFIGATION / 4 M I y 2 � . ® N `� O 8d: 0.131« x 211/2" MINIMUM LENGTH 10d: 0.148 x 3 MINIMUM LENGTH 1bd: 0.148" x 3 1/4" MINIMUM LENGTH MASONRY: 31. CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF-MEDIUM OR NORMAL HEIGHT MASONRY UNITS, CONFORMING TO ASTM GqO, LAID . � "' a I v h o. —� z 4 r LIGHT STANDARD BY OTHERS. SEE ELECTRICAL DRAWINGS FOR AB. LAYOUT z o g Er w as z < g w Q ,� N N zo pcvoo 0W o 0o N N Z > z °' C° 0) W W (Ni a Z c; ,`V ^n W N z N N J W d' d' f Y ,—.._. U cn �� *,,ILA • s �' 0 �,f,, �� 1. 'Cr �H_ z Z -. - � �, �� ,�,��_ w Jv C oN`' 16 IN A RUNNI N6 BOND WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 14100 F51. MORTAR SHALL BE TYPE "5" PER IBC TABLE 2103.8 (1) OR (2). 6ROUT SHALL CONFORM TO IBC SECTION 2103.12 REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS DESIGN F'm = 1500 P5I AT 28 DAYS. STRENGTH SHALL BE VERIFIED BY PRISM TESTING OR SHALL BE VERIFIED BY THE UNIT STREN6TH�METHOD IN ACCORDANCE WITH IBC SECTION 2105 AND IBC TABLE 1108.1.4 LEVEL 2 QUALITY ASSURANCE. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING REINFORCEMENT: 6" WALLS #4 to 24 "oc VERT #4 to 24 "oc HORIZ FILL ALL CELLS GONTAI NI N6 REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH 6ROUT. PROVIDE GLEANOUT HIES AT BOTTOM OF G ALL ELLS CONTAININE REINFORCEMENT FOR POURS GREATER THAN 5 FEET IN HEIGHT (MAXIMUM SPACING OF GLEANOUTS SHALL BE 32 "oc FOR SOLIDLY 6ROUTED WALLS). MAXIMUM HEIGHT OF 6ROUT POURS SHALL BE IN ACCORDANCE WITH AGI 530.1 -02 TABLE 1. MAXIMUM HEIGHT OF GROUT LIFTS I5 5 FEET. Oi� CC)M1�L1i�1��E BAPRROV D + 'CITY �► � . aI�„ � LA ° nEC 3 4 2011 ` ally, 9 3 9ni1 2_8 0 pity of Tulc11� PERMIT CENTEP IL[? {N� �II�� ' 20 ? N � #4 • 1 �— 1 I I1 II, (3) TIES @ 2" < 1 1 (4)44" , x 30" GALV A.B. II;; - 71- 11I � IIi �1L II COORDINATE CONDUIT REQUIREMENTS II/ ELECTRICAL _'_ = J #4 TIES @ 12" 6 # o� CONTRACTOR 3" GLR 1 (6)4/5 x r 3" GLR . > . , 111=11=11 =111 w cn II =11 =11 2�_6' m c § O z N 1 • ■ r r N Light Pole Footing 17 9 g 101 -0" THICKEN F TING TO 24" THI ZONE _. LI 20/53.1 15/53.2 AVA �r- 20/53.1 V Fie f 13/53.1 iF n 20/53.1 A 20/53.1 SIM CONTROL JOINT PER NOTE 3 8/53.1; 5IM KFC) 15/53.1 2' -0" TYP DATUM Iq/53.1 6" STEP IN SLAB FREEZER ■1112• IM SEE 10 •3.2 8/53.1 113/ J SIM COL/GLB 20/53.2 ° 20/53.1 IO' -0" THICKEN FOOTING TO 24" THIS ZONE 15/53.1 OPP 8/53x1 SIM 211 -0" TYP ti II • SPREAD FTG I1 /53.1 -0' -8" TYP 8/53.1 24" 41' -2 111 -3" N Q 0 Jai 80' -0" Foundation Notes: I. ALL DIMENSIONS SHOWN MUST BE CONFIRMED WITH ARCHITECTURAL DRAWINGS. GRIDS ARE AT FACE OF STUD OR CENTER LINE COLUMN, U.O.N. SLAB -ON -GRADE SHALL BE 5" THICK WITH FIBRILLATED FIBERS OVER 2" OF 5/8" MINUS LIGHTLY COMPACTED BASE COURSE OVER 10 MIL VISQUEEN OVER 4" OF COMPACTED, CLEAN, OPEN- GRADED COARSE ROCK PREPARED IN ACCORDANCE WITH GEOTECHNIGAL REPORT. REPAIR ALL TEARS AND HOLES IN VAPOR BARRIER PRIOR TO POUR. LAP EDGES 6" AND SEAL WITH ADHESIVE TAPE. 3. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLAB -ON -GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS AS INDICATED. SEE 7/53.1. 4. DROP FOOTINGS FOR UNDERGROUND PIPING IN ACCORDANCE WITH 2/53.1. 5. STRUCTURAL WALL STUDS AT THIS LEVEL SHALL BE AS FOLLOWS, UON EXTERIOR WALLS 2x6 ® 16 "oc SHEARWALLS SEE 10 /56.1 SEE DETAIL 20/S6.1 FOR TYPICAL WALL FRAMING REQUIREMENTS AND DETAIL IO/56.1 FOR TYPICAL SHEARWALL REQUIREMENTS. 6. AT WOOD POST, USE 'CB' BASE WITH TREATED PLATE, EDGE NAIL SHEARWALL SHEATHING TO POST, 1. CENTER H55 COLUMNS IN WOOD WALLS. Foundation Legend: k +t • SHEARWALL PER 10 /56.1 ( USE PI -6 U.O.N,) SYMBOL 15 ON SHEATHED FACE OF STUDWALL NUMBER OF KING STUDS PLUS TRIMMERS HDx SIMPSON HOLDOWN 4 HOLDOWN STUDS X HOLDONN STUDS OR ANCHORAGE TOP OF FOOTING ELEVATION FINISH FLOOR ELEVATION (TOP OF CONCRETE) FACE OF SHEATHING HOLLOW STRUCTURAL SECTION STEP IN FOOTING PER 12/53.1 FOOTING PER SCHEDULE THIS SHEET x'-x" F.0.5. H55 QUANTITY (WHERE SPECIFIED) BAR SIZE "T" " TOP, "M" " MIDDLE, "B" BOTTOM "V" VERTICAL OR "H" HORIZONTAL - ® SPACING oc (EQ. SPACE IF NOT SPECIFIED) (8) 5 B 15 Holdown Schedule t!7 m Permit Submittal U J CO a a J CO U W H • N 06 N r 0 O z NTERURBAN AVE SOUTH co co z 0 1 FOOTING INSPECTION (RE: Geotech report prepared for this site.) Over excavation requiring structural (engineered) fill shall comply with recommendations as outlined in the geotechnical report. Prior to requesting a footing inspection, the Geotech engineer of record shall verify the soils condition and provide an inspection report prepared and signed by the Geotech engineer. Geotech report shall verify that soils conditions including compacted fill shall satisfy specifications as outlined for footing/foundation construction. Geotech engineers report shall be presented to the building inspector at time of footing inspection. CALLOUT END MEMBER ANCHORAGE REF' DETAIL HDU2 (2)2x % ". A3S THREADED ROD W/ DBL NUT 4 t 3x301). EMBED q INTO FOOTING 17/53.1 HDU4 (2)2x S" cP A36 THREADED ROD NV DBL NUT 4 R 3x306. EMBED q" INTO FOOTING I1/53.1 NOTES: I. EMBEDMENT 15 MEASURED DOWNWARD FROM TOP OF FOOTING. SEE REF. DETAILS. Footing Schedule MARK SIZE DEPTH REINFORCING FA 31- 0 "x3' -0" 12" (404 EA WAY BOTTOM FB 4'- 0 "x4' -0" 15" (5) 4i4 EA WAY BOTTOM FC 41- 6 "x4' -6" 15" (6)M EA WAY TOP 4 BOTTOM Foundation Plan bkk Scale: 1/4" = I' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 342011 City of Tukwila BUILDING DIVISION cnYVISLA AUG 2 5 2011 PERMIT CENTER NORTH 1 0 L I- D 0 U J U w 2 0 U w O LC) M N c M 00 D z 0 w 2 www. jacksonsfoodstores.com Lin 18215 72ND AVENUE SOUTH N 0 00 rn z W 251 -8782 FAX z z O g 0 z W W z O z w J O W 0 W J z W z 0 Z W N T"" 1q/56.2 1' -6" T.O.P. 20' -0" SINGLE MSTG40 TOP PLATE SPLICE WITHIN 10' -0" OF BLDG CORNER &TO T.O.P. 20' -0" SINGLE MSTC40 TOP PLATE SPLICE WITHIN I0' -0" OF BLDG CORNER 1 18/56.2 1 1/56.2 10/56.4 1/56.4 tri 20/56.2 21' -0" T.O.P. 20' -O" 0 Plan Notes: 10/53.1 OPP 20/56.3 T.O.P. 22' -O" 10/56.3 15/56.2 s0'-o" 41' -21" I. SEE ARCHITECTURAL DRAWINGS FOR PLATE LINE AND TOP OF PARAPET ELEVATIONS. 2. ROOF SHEATHING SHALL BE 1/16" APA -RATED SHEATHING, EXPOSURE 1, PANEL INDEX 24/0. PROVIDE PLYCLIPS AT ALL UNSUPPORTED PANEL EDGES. USE 2x4 FLAT BLOCKING AT UNSUPPORTED PANEL EDGES, WHERE BLOCKED DIAPHRAGMS NOTED IN ROOF DIAPHRAGM NAILING DIAGRAM. NAIL SHEATHING PANELS AS FOLLOWS: ROOF BOUNDARY (B.N) @ BLOCKED PANELS I0d ® 4" ROOF BOUNDARY (B.N) I0d @ 6" PANEL EDGES (E.N.) 10d @ 6" OTHER SUPPORTS, FIELD NAILING (F.N) 10d @ 12" BLOCKING, INTERIOR RIM JOISTS, STRUTS 4 DRAGS . I0d @ 6" 3. TRUSSES SHALL BE METAL PLATE CONNECTED WOOD TUSSE5 AT 24 "oc, DEPTH AS INDICATED, WITH HORIZONTAL BOTTOM CHORD AND SLOPING TOP CHORD. PROVIDE PANEL POINTS AT ALL CONCENTRATED LOADS AND EQUIPMENT CURBS. SEE GENERAL STRUCTURAL NOTES FOR DESIGN AND SUBMITTAL REQUIREMENTS. 4: TRUSSES SHALL BE DESIGNED FOR ROOF DL + LL FROM SHEET 51.1 PLUS MECHANICAL YEIGHTS SHOWN ON ROOF FRAMING PLAN. 5. HEADERS SHALL BE 4x10 DOUG -FIR 411, U.O.N. Legend: 11' -3" tri 0 LL 24" m . J C4 HDR eN T.O.P. X' -X" • d =X" STRUCTURAL WALL BELOW WITH HEADER (CONT WALL PLATES) STRUCTURAL WALL BELOW WITH FLUSH BEAM (BREAK WALL PLATES) INDICATES PRE - ENGINEERED TRUSSES @ 24 "oc - SEE GENERAL STRUCTURAL NOTES FOR CRITERIA (1) DENOTES BEARING POINT BELOW 6x10 DOUG -FIR #2 TOP OF PARAPET ELEVATION COORDINATE IN/ ARCHITECT TRUSS DEPTH Ck COL 0 TL COL F.0.5. b28 6 Main Roof Framing Plan REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION Revised at Client's Request Permit Submittal N .0 J CO J J J U W H W H 0 N 0 0 z F- m Z z ' cii O W c� a. W Q Z � Z 2 ♦/1 00 ct LL W O Z - co M RECEIVP CITY OF TUK ML.A OrT 1.7 2011 PERMIT CENTER NORTH Scale: 14" = I'-0" M 0 LL W 2 www. jacksonsfoodstores.com 18215 72ND AVENUE SOUTH N M O 00 rn 1- z W X N 00 CO N 00 cn _ W (D U Z W 0 1-- gW z 7 0 zce w 'Z z- C J 0 V=) 0 E 0 z ti d' 0 • 1' -6" �� i O 2' -0" O O d =24" P.E. ROOF TRUSS @ 24 "oc Ai-74 PER 3,'56.2 - 4x8 O o - ---, - MIN 01 - _ .. M !. ' - - - 4x8 -- - - 4x 1 -011 „,.,_::......-01 \/ I42/562 « , >> TYP 1 __. _ _.. -- ___ -- ALIGN DBL TRU55 __.__._- -- ___ _- ..____ _____ TRUSS NGHOR (SLEEPER) SKID DESIGN BY MECHANICAL ENGINEER _- - - -.__ HDR I ' i L___________.__.. • • :M': _ ___.__.___ 1 i 4x - x ALIGN DM TRUSS _l ” MCHOR j x8 PER .n 3/56.2 x8 Iq/56.2 ti 1 X50# • ii - - i! li HDR i 4x6 BL G �� �-� , I /•.,, , I _ .... :�.`::�� • Ra � �,. , ilk •-i 4x6 BL G :` c'1 s), � I / I -4--NOTE - - =\ 4x� ANCHOR PER 3/562 G ^_, _ � , ” ,x,. , ;8 _4x8__ 50# _ ®_ 11 ,` ,;: 4/ 4x.- BL1G i -L i 1 i L a a rT'. + ® �. \ ri - a 1-6 '�G T.D.P. \ ! r� _\ ! 1 1 d = 43" TRUES HDR a ¢ 1 .© " bk1/4IP" 1 1 �n a isi5c.2 a a `= a d I MIN 10/56.4 1/56.4 tri 20/56.2 21' -0" T.O.P. 20' -O" 0 Plan Notes: 10/53.1 OPP 20/56.3 T.O.P. 22' -O" 10/56.3 15/56.2 s0'-o" 41' -21" I. SEE ARCHITECTURAL DRAWINGS FOR PLATE LINE AND TOP OF PARAPET ELEVATIONS. 2. ROOF SHEATHING SHALL BE 1/16" APA -RATED SHEATHING, EXPOSURE 1, PANEL INDEX 24/0. PROVIDE PLYCLIPS AT ALL UNSUPPORTED PANEL EDGES. USE 2x4 FLAT BLOCKING AT UNSUPPORTED PANEL EDGES, WHERE BLOCKED DIAPHRAGMS NOTED IN ROOF DIAPHRAGM NAILING DIAGRAM. NAIL SHEATHING PANELS AS FOLLOWS: ROOF BOUNDARY (B.N) @ BLOCKED PANELS I0d ® 4" ROOF BOUNDARY (B.N) I0d @ 6" PANEL EDGES (E.N.) 10d @ 6" OTHER SUPPORTS, FIELD NAILING (F.N) 10d @ 12" BLOCKING, INTERIOR RIM JOISTS, STRUTS 4 DRAGS . I0d @ 6" 3. TRUSSES SHALL BE METAL PLATE CONNECTED WOOD TUSSE5 AT 24 "oc, DEPTH AS INDICATED, WITH HORIZONTAL BOTTOM CHORD AND SLOPING TOP CHORD. PROVIDE PANEL POINTS AT ALL CONCENTRATED LOADS AND EQUIPMENT CURBS. SEE GENERAL STRUCTURAL NOTES FOR DESIGN AND SUBMITTAL REQUIREMENTS. 4: TRUSSES SHALL BE DESIGNED FOR ROOF DL + LL FROM SHEET 51.1 PLUS MECHANICAL YEIGHTS SHOWN ON ROOF FRAMING PLAN. 5. HEADERS SHALL BE 4x10 DOUG -FIR 411, U.O.N. Legend: 11' -3" tri 0 LL 24" m . J C4 HDR eN T.O.P. X' -X" • d =X" STRUCTURAL WALL BELOW WITH HEADER (CONT WALL PLATES) STRUCTURAL WALL BELOW WITH FLUSH BEAM (BREAK WALL PLATES) INDICATES PRE - ENGINEERED TRUSSES @ 24 "oc - SEE GENERAL STRUCTURAL NOTES FOR CRITERIA (1) DENOTES BEARING POINT BELOW 6x10 DOUG -FIR #2 TOP OF PARAPET ELEVATION COORDINATE IN/ ARCHITECT TRUSS DEPTH Ck COL 0 TL COL F.0.5. b28 6 Main Roof Framing Plan REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION Revised at Client's Request Permit Submittal N .0 J CO J J J U W H W H 0 N 0 0 z F- m Z z ' cii O W c� a. W Q Z � Z 2 ♦/1 00 ct LL W O Z - co M RECEIVP CITY OF TUK ML.A OrT 1.7 2011 PERMIT CENTER NORTH Scale: 14" = I'-0" M 0 LL W 2 www. jacksonsfoodstores.com 18215 72ND AVENUE SOUTH N M O 00 rn 1- z W X N 00 CO N 00 cn _ W (D U Z W 0 1-- gW z 7 0 zce w 'Z z- C J 0 V=) 0 E 0 z ti d' 0 • CORNER BARS* TO CORNER BARS* TO MATCH MATCH EXTERIOR CR055 WALL HORIZ REINF 1 N a •> Title: CONCRETE DETAILS TUKWILA STORE #631 13138 INTERURBAN AVE SOUTH TUKWILA, WASHINGTON ___,A- N W 4 n"� - H z ~.. l CONSTRUCTION/CONTROL HORIZ REINF (ALT HOOKS) i -I co GONG WALL �- N a ~ z° o - Q 6 JOINTS PER 7/S3.1 H55 COLUMN 2x6 DM Y+J 2x6 DF #2 N (2)ROWS TBI4605 ®12 ". (2)ROWS TBI4605 ®6 ". r-� -' I I = _ _ = I I > _ = i _ _ _ = I I III H55 COLUMN PER PLAN II ISOLATION JOINT AROUND COLUMN, TYPICAL \ z -= 02 I I_ I I= I 1 E I I I I I E I I I I I I I I x O STAGGER 6" STAGGER 3" �r ±11 1 it 1 ,� L �' ~ - CROSS 1 _ EN SHEARWALL SHEATHING PLAN VIEW - _ - - -10-Y < YVArLL EXCAVATION NOT ALLOWED BELOW C� - -- - EDGE OF SLAB PLAN VIEW °� �� • SINGLE CURTAIN THIS LINE 1 I' -6" MIN PIPE SLEEVES 2' -0" MIN AS REQUIRED 1 2x Trimmer Connection to HSS 3 NOT REQUIRED IN T ical Corner Bars at Walls UNLESS NOTED ON PLAN. 5 Yp m Q Pipe and Trench Locations p Slab -On -Grade Isolation Joint 4 CORNER BARS FOOTINGS ' CO Je Y m 4 -1 NOTE: L # N "° Date �4• • COL SIZE L W THICK ANCHORS 1 KEY SCHEDULE KEY 1. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS A5 INDICATED ON FOUNDATION PLAN. 111 NP H55 5x5 II" II" 4 ♦ k' '� x SLAB THK I 1 TRUSSES PARALLEL 70 WALL @ SIM 3450 E COMMERCIAL COURT MERIDIAN, ID 83642 www. jacksonsfoodstores.com el 115 -0�" - '-,o r r -�_ ^, A , t w t 2. AT CONTRACTOR'S OPTION, SUBMIT ALTERNATE KEY DETAIL FOR APPROVAL. :� ` `rBOT. • e . o • .. .. f-- 1 FOR FULL BEARING OF TRUSS �:. o o 8.1 ; , o , ; o . b PLAN VIEW 4 COLUMN � FTG g II 5 1�4 II II 3" GONG COVER z @ 5TL BASE PLATE (4) 4u x 8" STRONG BOLT z EMBED 6 " MIN Y �-T KEY DETAIL SEE PLAN FOR THICKNESS AND SLAB 14" SAWCUT TO 1 OF SLAB STRAP PER PLAN STUDWALL FRAMING PER PLAN 1-155 COLUMN PER PLAN SLAB THICKNESS REINF PER PLAN PLAN VIEW III REINF., THICKNESS. GUT JOINTS AS GLS PER PLAN V ' F __' SIDEWALK PER CIVIL TYPICAL 500N AS CONCRETE HARDENED AVOID RAVELING. HAS SUFFICIENTLY TO 6" It x7xq NS, FS PI/ THRU -BOLTS a. o, o, o - - - - _ -'� o a.a °:o oc> n.n. ro.viP_nr)_ 1 1 1 I 1 x _' Q t (4) °� III -2 oot .,,�G : u.c 6o.t,i v rJ U:,� el BOT. OF BEAM N5 ' 3/53.1 , `' 4'xci "� 4 1 goo ((11a� v0 R� FS V - u� "' irR PLAN REINF PER PLAN N v H55 COLUMN PER PLAN .�. 1 1 I 1 ' GRANULAR FILL SOILS REPORT. Pr=T= 11 =11 PER PLASTIC VAPOR BARRIER r1 ' WHERE OCCURS. SEE PLAN % CONTROL JOINT Slab Joints 1 CoNT #4 PER 20/53.1 Q Footing at Column 8 g COLUMN o • y / HSS Column to Footing Storefront I 0 BLKG to lb" g MINIMUM STRAIGHT DEVELOPMENT LENGTH ( Ld ) ADD WALLS WALLS 'I 3 -0 MIN D � o 2x TRIMMER. COLUMN 4 FTG SEE 3/53.1 2x TRIMMER. SEE 3/53.1 -}y H55 COLUMN PER PLAN ,�,,,� .+,-, -;-� ° .1 3x SILL. J -BOLTS NOT SHOWN. SEE 10 /56.I S �� ;�� ! ���,'� ,,,,1410: El �. ��si ���� °��` 8112-ill DIAGONAL 1 L @ CONCRETE ONLY , GONG OR GMU WALL 3/53.1 > o„;,,, 4 0 _ _ f c - 3000 P51 f c - 4000 to 5000 P51 BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS 6x6 P.T. W/ TOP OF SLAB "� J -BOLTS ®24" V IN COUNTERSUNK HOLES BOT OF SLAB EMBED 5" �`' �. SHEARWALL (NO WALL ®51M) # II II II .1 3 Ib 13 14 12 # 4 22" 17" III" 15" # 5 21" 21" 23" 18" # 6 35" 2711 31" 24" MINIMUM' LAP SPLICE LENGTHS ( Ls) (GLASS B) o m -. n ,_ SLAB -ON -GRADE PER PLAN _,, 51LL PER SHEARWALL SCHEDULE REINF PER PLAN ! _ _ _ - �YO� TOP OF FOOTING -.I- CONN PER 8/53.1 Ii NORMAL REINFORCING II ►► FOOTING 1 ' structural engineers 485 Front Steet N - Suite F -3 Issaquah, WA 98027 p: 425.369.110 I - f: 425.369.1157 - � i - ♦ 0 f 'c = 3000 PSI f'c = 4000 to 5000 PSI n REVIEWED D FOB._ CODE iIC�IAi.E APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION I l 1 n" I I i i = i i = = I I I I `! 6..0�ly�`` "�!�`'�w'` �o.O�o.Ci�)�7o:r�J*� • . _ :� .:, `!'' ►NO:� J.1o. � _. Ord. C - '' ° C1T.NC.Cit7�u.C1c.CJa. � rU�Nu.d� � c:� 00.. p � • . , . ' • '. 11= 11 =11 =11 BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS ADD BARS TO MATCH NORMAL REINFORCING - -� �� (3 # 3 21" 16" IS" I6" # 4 28" 22" 24" Iq" # 5 35" 21" 30" 23" # b 46" 35" 40" 31" "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF CONCRETE CAST BELOW THEM. IF CLEAR CONCRETE COVER 15 LESS THAN 2x THE DIAMETER OF THE BAR OR THE CENTER -TO- CENTER SPACING 15 LESS THAN (4) BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 43 %. EMBEDMENT LENGTHS ( Ldh ) FOR STANDARD END HOOKS •. . :. I'- 0 " 6 (1' -2" SIM) .• 2'-0" }#4 GOVT TOP 4 BOTTOM Q i ()\ _ "' PER PLAN REINF PER PLAN REINF PER 20/53.1. EXTEND THROUGH SPREAD FOOTING I I i I =11 =1 I = 11= I I iii _ "' Interior Footing 13 9 NORMAL REINFORCING I I = I I = I I = I I LINE OF EXCAVATION FOOTING Stepped Footing 12 pp 9 HSS Column S Co u to Footing Storefront 15 9 H , vs 18215 72ND AVENUE SOUTH '" `.Y t(' KENT, WA 98032 to (425)251 -6222 C =� (425)251 -8782 FAX ''' co , CIVIL ENGINEERING, LAND PLANNING, frffr.';\ `ri-G ENG`- Q SURVEYING, ENVIRONMENTAL SERVICES SLAB -ON -GRADE PER PLAN (SLOPE ®51M) J -BOLT PER 20/53.1 #4 x 3 -�__ @ IS" ALT HOOKS. TRIM LEG AS NECESSARY J PER < SHEARWALL (STUD WALL ®51M) #4 GLAZING 4 GLAZING FRANC BY OTHERS ®MINIMUM A. for general uses: BAR SIZE fie. = 3000 P51 f'c = 4000 to 5000 P51 SHEARWALL NOT SHOWN 48 #4 x � . HOOK TO FIT IN FORM SLAB -ON -GRADE PER PLAN SILL PER SHEARWALL SCHEDULE HDU PER PLAN -BOLT 15/53.1 SLAB -ON -GRADE PER PLAN ° - kb P.T. PER 15/53.1 - # 3 6 ° 6" # 4 811 -1" # 5 10" q" II I. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 21. . 2. END COVER FOR q0 HOOKS MUST BE EQUAL TO OR GREATER THAN 2 ". Reinforcing Splice & Development Length Schedule 16 9 p p 9 AROUND ANCHOR BOLT �� ■ I " GLR P' SIDEWALK ,. PER CIVIL 4. SIDEWALK PER CIVIL SIDEWALK PER CIVIL �o.j z •' I Z _ _ 1 '1 o. o.. o. o, o. . . z 9.t? Pe 4.o .o o.O oCi n. nn. n. h. o. o o o. o. o. o o ■ o ■ • o ■ o • G . Gp.(�Gq�Gp.(� Gp 1 � L,So J0.(::. 4.frry o.Ci V•l'i O.O O.O < .n.r..n.r•. - o.- CJ.i�o.C:A..IO.C.?3�1o.C. J.JO.U3�o.C?.U3�1o. r-%1 ♦- �,'o Lio LT �:3o LT qoo f., 0.G q.0 ..(� . �o.,i OI:i 9.� 9.�i 9.f� 9.4i n. r .n. r �. _ II /� i oO. O• O• O ll (jam\ J a o 0 0.0. 0.0. 00. 00 n n. O � \ 00 < - �l - O 4 o0 0 • • I I I I� II I I ,._. ♦ �7'_'- M I ADD L 3 4 x 8 �6 °�p0 o GNTR ON HOEDOWN Q O� I� I - I -� I - - � I�1�'1 �I -�I- I �I =1 I -go _I �o 09 . �I -�I �I �I _ -gp II -11 =11 11= b° �o 11 =11 =11 11= II =11 =11 II -11 -II 11 _ -` I �� °oc ■ .a.N. ON PLAN °oo iU } EMBED q" MIN (3) #4 GONT CZ Zn 811 11 11 WW� V ITY 5" CLR Job Number 14700 t � 2' -0" A1►G 7n i 1 PERMIT FOR CALL -OUTS IN COMMON SEE DETAIL 20 53.1 Typical Footing at Storefront 19 / Yp 9 � CENTER Scale: %" = 1.140" U.034: " icalf _. in Typical Footing 20 Yp g FOR GALL -OUTS IN COMMON SEE DETAIL 20/53.1 Typical Footing at Door Openings 18 Yp 9 FOR CALL-OUTS IN COMMON SEE DETAIL 20/53.1 Typical Anchorage at HDU Holdowns �/ Yp 9 % 1 1 2 3 4 5 I Permit Submittal 1 G 0 'V1 > 0) M Title: CONCRETE DETAILS TUKWILA STORE #631 13138 INTERURBAN AVE SOUTH TUKWILA, WASHINGTON CO Q I m -6 W m 6 7 Cl DO Date 1 1 Z 3450 E COMMERCIAL COURT MERIDIAN, ID 83642 www. jacksonsfoodstores.com FINISH PER ARCH SHEARMALL ; i / / '�' r 4 FREEZER FLOOR BY OTHERS OVER LEVELING SAND 42 414 x4 ° ® 12" ALONG SLAB STEP SLAB -ON -GRADE `I WALL DESIGN 4 ANCHORAGE CALCULATIONS BY COOLER : SUPPLIER *4 x ° �® 12" ALONG SLAB STEP @ FREEZER PER PLAN — #4 ®12" EA NAY I ( 4 ® FREEZER L ;;:;;:;;:;:;;:;:;:;:;;;:;:;:;:;:;:;:;:;;:;:;: ;:;:;;:;:;:;:;:;:;:;:;:;:;::�:� 1 � �. Gv GffiinvGo.Gu�1v.G•. �� 2 62 ,t' a a a •°' ° � '6'161r • c 0 p[`\\ vG o v a Nv a �G0 ; Qawc% • _);%A. 1' -3" REINF PER I3 /S3.I I' -3" al Recessed Slab at Freezer d ab a 1 0 11 12 0 SLAB -ON -GRADE HOLDOWN PER PLAN PER PLAN . Co44 A ib Y G4 As Il4, `' y s, : � ., �S 2e Q G ��7 52 E ? T fURAI- � \e 810N 1\1-'`' o� 2411 1 c 1 1 20/53.1 ♦ 1 1 ♦ -n CV o og�0 I o II 1 - 1 s 1 II • II colons • smith structural engineers 485 Front Steet N Suite F -3 Issaquah, WA 98027 p: 425.369.1101 - 1 425.369.1157 _ rz J V -In 13 rz cn REINF PER 20/53.1 (3) 1$4 BOT (3) #4 x 12' TOP 10' -0II Thickened Footing of g 15 Q• s 18215 72ND AVENUE SOUTH , ?` • $ y KENT, WA 98032 • • (425)251 -6222 i, u (425)251 -8782 FAX s G , CIVIL ENGINEERING, LAND PLANNING, ‘,/ii,„ ENGo&O' SURVEYING, ENVIRONMENTAL SERVICES 16 6 17 k ADDED TRUSS 4 SUPPORT ROD ck HOLDOWN BEYOND PER PLAN t-- HOLDOWN PER PLAN ADDED TRUSS 4 SUPPORT ROD 1 SLAB -ON -GRADE PER PLAN --\ � 20/53, .1 S I I ♦ II II II —n — o N ��" o o° i' I II gip REVfE D FOR CODE COMPLIANCE APPROVED DEC 3 d 2011 di p of Tukwila BUILDING DIVISION 1 = W I 1 n W ♦ • 11 II II _ i iz �C al CITYCF ILA v REINF PER 20/53.1 (3)#4 BOT (3) #4 x 12' TOP II �Il(; 9011 PERMITCEN'TER Job Number 14700 N • I N N 18 8 Scale. %" = I'-Q" U.D.N. Thickened Footin 2 0 9 SHEAR WALL SCHEDULE - DOUG -FIR MARK SHEATHING NAILING (5) LUMBER SHEAR TRANSFER CAPACITY OW EDGE FIELD MIN. 4 BLK6 ® PANEL EDGES (3) A, SILL (ba TOP SILL IE TO GONG. , BLK6. TO TOP If. SILL IE TO RIM /J9T/BLK6 , SHEARWALL INTERSECTIONS (7,) PI -6 15/32" APA RATED SHEATHING, ONE SIDE 10d ®6" 10d ®12" 2x 2x (2)2x % 0 36" ' 5 ®25° OR LPT4 ® 25" I6d ® 5" 16d ® 5" 310 PLF PI -4 15/32" APA RATED SHEATHING, ONE SIDE 10d 0 4" 10d 0 12" 3x 3x (2)2x W3 0 30° A35 @ 11" OR LTP4 @ li" 14x6" 505 SCREW ®8" or Ibd • 3" 106" 5D5 SCREW ®8" or I6d ®3" 460 PLF i i 18. Ceiling joists to parallel rafters, face nail (3) 16d r---i TRANSFER I rI- -r r - -r 20. 1" brace to each stud and plate, face nail -i I I 4 I I II I I I 23" A35 3" OR r�xb' S S %R EA 6" 6c, 4" 6 NOTIUSED 17/32" A('A RATLP �I ILATI IIN , NE IDE I �I 3" IOC 4, 12" 3,� A 1(2)2, % U, • LTP4 @ 15" or (2)ROYd5 Ibd @ 5" , f Lr I I I �� I I I L J. I I 1 1111 - -- 31 A55 @ 10' �R %a b" SPS Ri V� @ S4riG11 9PS f RLIAI 5" 11 rui NOTI ED 15/32" ArA RATLP fiI ILATI II? C, NE IPE 1 d L 2" 1 cI ,, 12" 3 3n (2)2, , C LTP4 @ 10" or (2)RONS Ibd @ 4" g SHEAR HALL FRAMING NOTES: I. IN ADDITION TO THE TYPICAL WALL FRAMING REQUIREMENTS OF 20/56.1, PROVIDE FRAMING AT SHEAR WALLS AS INDICATED. 2. SEE SCHEDULE FOR SHEATHING AND NAILING REQUIRED. SCHEDULE ASSUMES HEM -FIR OR BETTER LUMBER. STAGGER PANEL JOINTS EACH SIDE OF WALL WHERE SHEATHING 15 REQUIRED BOTH SIDES OF WALL. 3. STUD AND BLOCKING THICKNESSES SHOWN ARE MINIMUM SIZES BASED ON SHEARWALL NAILING REQUIREMENTS. PROVIDE LARGER STUDS WHERE REQUIRED OTHERWISE. 4. BLOCK ALL PANEL EDGES. 5. I6d SHALL BE 0.148 "x316". IOd SHALL BE 0.148 x 3 ". 8d SHALL BE 0.131 x 216". DRIVE ALL NAILS FLUSH IN/ FACE OF PLYWOOD. TOLERANCE 15 41s" to -0. STAGGER NAILING WHERE NECESSARY TO PREVENT SPLITTING OF LUMBER. 6. PLATES ON CONCRETE SHALL BE TREATED. SEE GENERAL STRUCTURAL NOTES. 1 NAIL OR LAG SHEATHING 4 STUDS AT SHEARWALL INTERSECTIONS AS INDICATED. ( "FACE NAIL ") 8. WHERE ONLY ONE HOEDOWN 15 SPECIFIED LOCATE ON OPENING -SIDE OF HOLDOWN STUDS. SEE WALL ELEVATION AT RIGHT. q. SEE PLANS FOR LOCATIONS OF 3x AND bx TOP PLATES. 10. AT CONTRACTORS OPTION (2)2x MAY BE SUBSTITUDED FOR (I)3x PLATE. SEE PETAL "3x. PLATE SUBSTITUTION" AT RIGHT FOR REQUIRED NAILING. 11. CAPACITY BASED ON SEISMIC LOAD. WHERE WIND CONTROLS VALUES MAY BE INCREASED BY I.4x. 12. WHERE NEGGESSARY, INSTALL HOLDQWN BRACKET ON HOEDOWN STUDS PRIOR TO INSTALLATION IN WALL. SEE WALL ELEVATION AT RIGHT. EN SHEARWALL SHEATHING CONCRETE FLOOR SHEAR TRANSFER 3x PLATE CAPACITY 600 PLF 4 GREATER SHEAR TRANSFER 'D' "FACE NAIL" PLAN VIE141: TYPICAL SHEARWALL INTERSECTIONS SHEAR TRANSFER D' "FACE NAIL" `] �- USE GALVANIZED NAILS ® TREATED PLATES 1I I THREADED ROD it-, W/ NUT @ BOTTOM. EMBED @ GONG FTG PER 11/53.1 q" EMBED MEASURED FROM TOP OF FOOTING (NOT TOP OF SLAB) NOTE 4 Permit Submittal 0 N J CO 0. 0. J CO Y U W Y 0 0 z co :;; 0 NTERURBAN AVE SOUTH M T"" SHEATHING PANELS PER SCHEDULE ® LEFT PLATE WASHER k x3x3 ® SHEARWALL ANCHOR BOLTS, TYP Typical Shear Wall Framing 10 Yp 9 TYPICAL WALL FRAMING NOTES: I. PROVIDE TYPICAL WALL FRAMING INDICATED, EXCEPT WHERE NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR FIREBLOCKING AND BACKING FOR FINISHES AND FURNISHINGS. HEADER END NAILING NOMINAL DEPTH 'G' I 1 (4)16d 6 -1 JJ 8 1 III 111; 10 9 I (12)16d 14 SHEAR TRANSFER 16 (16)16d IS (18)I6d 8. Stud to sole plate I II II ii II I1 1. -: q. Double studs, face nail 16d at 24 "oc . . r - - - -- - -- IL Blocking between joists or rafters to top plate, toenail I _- �.: ' 8d at 6 "oc 13. Top plates, Zaps and intersections, face nail - _ , _i .4' 1 ;- LI HOLDOWN PER PLAN SEE NOTE 8 I. `_1 • i i 1 1 r --� r� - � I r - --i (3) 8d i 1i 1 I; I I 1 i i SHEAR 'B' i i 18. Ceiling joists to parallel rafters, face nail (3) 16d r---i TRANSFER I rI- -r r - -r 20. 1" brace to each stud and plate, face nail -i I I 4 I I II I I I . . . . . . __-11 -1 1- 1- -1 1 I I I I I I I I . . . J - - -- TT -rr I I` I I+ I WWI I MN i I 1 I r -1 I I I I I I I I I I I I . . rr Z•Z'� -_ - 1 - -T TT___T••.f I I I I I I I I I I I I I I I I I I I I I I - - -- - -- rr - -- I I _1 -1 1 I I• J_l� I • • f :Yih ' • • . � 111 '11 �" I I I I I I I 11 _1 JJ _ I I I �� I I I L J. I I 1 1111 - -- 111 z -I s HEADER PER SIZE PLAN . . SHEAR (USE FOR BOLTING. STEMI TRANSFER 'A' LEDGER 0 GONG • . • . • • . 111_ �� I6d 0 12" NAILING FROM SPLICE, PLATE AWAY TYP. EDGE NAIL ALL SHEARWALL SHEATHING HOLDOWN (2)ROWS OF (6)Ibd EA. SIDE TO STUDS. STAGGER SHEARWAL NAILING BETWEEN ALL UPPER JOINT TYP. U.O.N. 0 SPLICE END NAILING .. . - I' • 1 'EE HOEDOWN STUDS I I � � I I - ) HOEDOWN STUDS PER PLAN 1 1 1 1 1 III III 1 1 1 1 it 1 1 I 11 I 11� �. S..< • TALL -„ `I-. ; - -, ' F- (2)R0141S l6d @ 8" EA HOEDOWN STUD TO ADJACENT HOLDOWN STUD --� I_I -I __1•.I --1 HOEDOWN PER PLAN SEE NOTE 8 3" MAX . . 2,...11 1_� _ ___L _; _ J_ ,I_ n om.__ . _. __L . _. _ _ . ___. _ WINDOW SEE NOTE 12 � ' ; ; � ; �; _L f .1 i1 11 I I i1 `] �- USE GALVANIZED NAILS ® TREATED PLATES 1I I THREADED ROD it-, W/ NUT @ BOTTOM. EMBED @ GONG FTG PER 11/53.1 q" EMBED MEASURED FROM TOP OF FOOTING (NOT TOP OF SLAB) NOTE 4 Permit Submittal 0 N J CO 0. 0. J CO Y U W Y 0 0 z co :;; 0 NTERURBAN AVE SOUTH M T"" SHEATHING PANELS PER SCHEDULE ® LEFT PLATE WASHER k x3x3 ® SHEARWALL ANCHOR BOLTS, TYP Typical Shear Wall Framing 10 Yp 9 TYPICAL WALL FRAMING NOTES: I. PROVIDE TYPICAL WALL FRAMING INDICATED, EXCEPT WHERE NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR FIREBLOCKING AND BACKING FOR FINISHES AND FURNISHINGS. HEADER END NAILING NOMINAL DEPTH END ATTACHMENT 4 (4)16d 6 (6)16d 8 (8)16d 10 (10)Ibd 12 (12)16d 14 (14)Ibd 16 (16)16d IS (18)I6d ROUGH WINDOW SILL HORIZ. ROUGH OPENING NUMBER OF SILLS REQUIRED END ATTACHMENT REF' 0 TO 6' 1 (2)16d END NAIL 20 /56.1 > 6' 2 (2)16d END NAIL, + A35 EA. END 0 EA. SILL 20/56.1 MINIMUM NAILING SCHEDULE (per table 2304A.1 IBC 200q) GONI•GTION NAILING L Joist to sill or girder, toenail (3) 8d 2. Bridging to joist, toenail each end (2) 8d 3.I x6 subfloor or Tess to each joist, face nail (2) 8d 4. Wider than I" x b" subfloor to each joist, face nail (3) 8d 5. 2" subfloor to joist or girder, blind and face nail (2) 16d b. Sole plate to joist or blocking, typical face nail 16d at 16 "oc Sole plate to joist or blocking, at braced Hall panels (3) I6d per I6" 1 Top plate to stud, end nail (2) Ibd* 8. Stud to sole plate (4) 8d, toenail or (2) Ibd, end nail* q. Double studs, face nail 16d at 24 "oc 10. Doubled top plates, typical face nail I6d at 16 "oc Double top plates, lap splice (8) I6d IL Blocking between joists or rafters to top plate, toenail (3) 8d 12. Rim joist to top plate, toenail 8d at 6 "oc 13. Top plates, Zaps and intersections, face nail (2) I6d 14. Continuous header, two pieces I6d at I6 "oc along each edge 15. Ceiling joists to plate, toenail (3) 8d Ib. Continuous header to stud, toe nail (4) 8d 11 Ceiling joists, lap over - partitions, face nail (3) Ibd 18. Ceiling joists to parallel rafters, face nail (3) 16d Iq. Rafter to plate, toenail (3) 8d 20. 1" brace to each stud and plate, face nail (2) 8d 21. 1" x 8" sheathing or less to each bearing, face nail (2) 8d 22. Wider them 1" x 8" sheathing to each bearing, face nail (3) 8d 23. Built -up corner studs 16d at 24 "oc 24. Built -up girder and beams 20d at 32 "oc at top and bottom and staggered (2) 20d at ends and at each splice *USE (4)I6d END NAIL STUDS TO TOP $ SOLE PLATES @ 2x10 STUDS b 80 d ® 12 "oc INTO OIST, RIM JOIST R BLOCKING LOOR SHEATHING. E PLAN FOR NAILING )2x WALL OP PLATES, UD.N. �d ® 12 "oc TOENAIL GIST TO WALL PLATES, P. U.O.N. VIEWED FOR E COMPLIANCE APPROVED EC 3 0 2011 ity of Tukwila DING DIVISION crtv.n AUG 2 3.2011 PERMIT CENTER Scale: %...; 0', u.o.n. 0 Typical Wall Frarr g n 0 LL CL D 0 0 J 0 W 2 0 0 W co 00 0 Zw. W 2 www. jacksonsfoodstores. com 18215 72ND AVENUE SOUTH X Pr) NI CV O N CO rn�0000 I N N Y 1v cn z5 zW zN aQ z gW z -o z� WZ Ww Z 2 WE J Ix U N At 0 E 0 z' .0 0 JOINT 0 I STUD, TYP 4 -0" SPLICE U.0 N. / JOIST, RIM JOIST FILL SOLID I OR BLOCKING IN/ STUDS OR BLOCKS, TYP -\ EDGE NAILING OR BOUNDARY NAILING, TYP. I f c I 111 1 1111 HEADER PER SIZE PLAN I6d 0 12" NAILING FROM SPLICE, PLATE AWAY TYP. (2)ROWS OF (6)Ibd EA. SIDE OF UPPER JOINT TYP. U.O.N. 0 SPLICE END NAILING I' • 1 'EE - ) ADD STUDS FOR EQUAL OR GREA ,- WIDTH WHERE MOLT ` S L 5 F- - --� --1 HEADER SEE SCHEDULE STUDS OR POST ABOVE, TYP. WINDOW Ibd ® 12 "oc TYP. 0 ALL KINGS 5 TRIMMERS STUDS HEADER A SIZE "oG ROUGH SEE WINDOW SILL SCHEDULE TRIMMERS SEE PLAN KING PER PLAN < STUD SIZE PER PLAN 4 SPACING DOOR RI COE I Mill Ibd ®12 TYP. ®MULT. STUDS SEE PLAN < TRIMMERS PER REQUIRED PLAN. (I)MN > fib" (PA.B. 0 48 "oc 4 q" FROM ENDS OF EMBED In OR SLAB ". 1-A35 WHERE SEE SCHEDULE THCK. MINUS 1 1E, 2x TREATED U.O.N. CONCRETE b 80 d ® 12 "oc INTO OIST, RIM JOIST R BLOCKING LOOR SHEATHING. E PLAN FOR NAILING )2x WALL OP PLATES, UD.N. �d ® 12 "oc TOENAIL GIST TO WALL PLATES, P. U.O.N. VIEWED FOR E COMPLIANCE APPROVED EC 3 0 2011 ity of Tukwila DING DIVISION crtv.n AUG 2 3.2011 PERMIT CENTER Scale: %...; 0', u.o.n. 0 Typical Wall Frarr g n 0 LL CL D 0 0 J 0 W 2 0 0 W co 00 0 Zw. W 2 www. jacksonsfoodstores. com 18215 72ND AVENUE SOUTH X Pr) NI CV O N CO rn�0000 I N N Y 1v cn z5 zW zN aQ z gW z -o z� WZ Ww Z 2 WE J Ix U N At 0 E 0 z' .0 0 W/ ATTACHMENT OF UNIT TO CURB el per Ian p Permit Submittal :> 11' Title: WOOD FRAMING DETAILS TUKWILA STORE #631 13138 INTERURBAN AVE SOUTH TUKWILA, WASHINGTON ROOF SHEATHING CMSTIS x 6'-0" r (2) 2x4 LUS24 -2 EA END BY MECHANICAL ENGINEER �T S II T T T T T TAT T 11 MECHANICAL UNIT 14" SIMPSON SOS WOOD SCREWS @ 10 ". (5) MIN ON LARGE AHU. EMBED 3" INTO TRUSS CHORD TRUSS PER PLAN '\ 2x41^/ 5ECTION (2) LUS24 -2 Sd 4" GM5TI6.4. -6' -0" NAIL ALL HOLES W/ 8d COMMON ) ; ; 1 4 CURB BY MECH 4x � IN/ 48 TYP. ROOF SHEATHING 2x4 IN/ > S -- - - -� @ TYP. OR BLOCKING OPEN -- I f ROOFING 11 '� I I ) i I I 11 11 I I ^ , I 1 ®EQUIPMENT EA END 1 I I I I _ -I_ TRUSS PER PLAN 8d @4" ALONG 11 I 1 SUPPORT CURB - - � ' Mil ,11 - 1 2x4 W/ LU524 EA END � ROOF TRUSS . "oc PERIMETER OF OPENING ;. OPEN ,SECTION F �� ' 1 Ibd @ b STAGGERED (6 NAILS MIN) ROOF TRUSS (4)Ibd ►_�. � 1. ' �— V EN TRUSS PER PLAN ROOF SHEATHING 1. 11 11 1 11 II II II I I II ' I ' ; ' UPRIGHT 15 PART OF TRUSS BN " Typical (2) 2x4 IN/ LU524 -Z 12N18" &Smaller Roof Openings 2 • • ' m a MULTIPLE (2) 2x4 1 LU524.2 PLAN ADD PANEL POINT (8)I6d @ TOP 4 BOT. @ EQUIPMENT LOADS CHORD @ DBL 2x Typical TRUSS (2)MIN. Equipment Su pp ort 3 _, ..„ scaer" = I'-0" 1 Typical 2/1N24' Larger Openings Y m 0 gi e I 15-01i" SEE DETAILS 10/56.3 FNEC N o .., . ,. c, (2)Ibd �.' 1 7 1 (4)Ibd Z 3450 E COMMERCIAL COURT MERIDIAN, ID 83642 www.jacksonsfoodstores.com el 201-0" Ibd ®8" _ 11 Sd @6 8d @ b" TOP OF PARAPET v W EN to H E A D E R ,�► , , i s■ii, 2x6 BRAGS ®72 ". LOCATE FIRST BRACE 24" FROM 1 ��- SIMPSON H8 AT ' • S TT1111 I III fitI I r - '= EN BEAM END CEILING PER ARCH C7 ] - _ EACH TRU55 SHEARWALL BN BN ROOF PER ARCH SHEATHING —� H8 @ 32" 1 €2* X32" "'' &LB > el II'_2 °' --- – ®-� ®� _ 110 r �, TRUSS > _ L T,418 8d @ ROOF ._ (3)16d SHEATHING 1ii 2x BLKG JOIST GONN PER 1 2x10 LEDGER JOIST ALIGN W/ STUD W/ (3)I6d PER STUD 2x10 BLKG @ 16 ". P ALIGN STUD STRA AL W/ 2x10 LEDGER W/ L c1/4 of �� � << 2 fC° �) �' i� o �' RAL °NAL so 61 2 1 ; WALL AT SIM Iq /56.2 LU528 Roof Truss at Canopy 15 pY (3)Ibd PER STUD ____/,_____ T YPl G 13 St & Room 11 Storage e Room 9 DBL ROY/ EDGE NAILING SHEATHING TRUSS MFR DESIGN FOR 350p1f SHEAR APPLIED REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION structural engineers 485 Front Steet N Suite F -3 Issaquah, WA 98027 p: 425.369.1101 a f: 425.369.1157 (10)Sd 2x6 4x6 11111 . �..:/r SW_ Id „ 6 H8 TO STUD (6)IOd IR 8d @ b" IEl 00 I' -6" I' -6" �' — SHEATH BOTH SIDES el 20' -0" AT TOP CORD (3)A34 ((2)N.S., (I)F.S) Ibd 6" AT EACH END OF TRUSS SHEAR BLKG PANEL. TOENAIL @ 20' -0" R• H A �s 18215 72ND AVENUE SOUTH 4` k « KENT, WA 98032 m ' ^ 2 (425)251 -6222 • • >1� (425)251 -8782 FAX NOTCH SHEATHING AROUND TRUSS STUD ROOF SHEATHING ROOF TRUSS TOP OF PARAPET EN _el TOP OF PARAPET el 20' -0" BN 4x6 �..._- TOP OF PARAPET EN :il T'0 STUD ALIGN W/ BLKG �� EN 4 :,� , SHEATH BOTH 5IDE5 > - �. OCCURS BETWEEN GRIDS 3 AROUND TRU55 STUD EN 5TU1?S ARE PART ��'S NAIL TO BLKG W/ PLAN ROOF Ibd ®6" @ DBL BRACE 2 TRUSS SHEAR ` STUDS ARE PART OF TRUSS it .�► I �+E 1 1 2x6 SHEAR TRUSS 10d @ 4" VIEW V ~� '--, ,_ �� , , ,_ il i-- BN — _, --I --� S ROOF SHEATHING ROOF TRU55 ��, '' �JV�p (3)I6d z BN E EN CITY 11 ISILA AUG ? 2011 PERMIT CENTER �--TRU55 BLOCKING PANEL PER TRUSS MFR YV/ SHEAR CAPACITY = 200p1f s 1 1 1 T 2xb , 4x6 ` A35 PER TRUSS SHEAR BLKG REQUIREMENTS R. BLKG PANEL > 1 R00F TRUSS — „a, JV it A'+ } X ^ mane EN ri BLOCKING 1 MIN DBL TRUSS _ < TRUSS PANEL PER TRUSS MFR W/ SHEAR CAPACITY = 200pIf ry r -1.. ^y 1 1� rte, ^y ' ` 1 r� el 15-016" TRUSS y OF 17/56.2 el 15 -0lY _ �— SHEARWALL L_# �� „;, EN HEM -FIR TOP PLATE. SEE PLAN FOR STRAP REQUIREMENT BLKG ALIGN 1141/ STUD 4 H8 LSTAIB @ 32 ". GNTR OF STUD. BEND ON TOP 4 NAIL Plh r EN 4x6 HEM -FIR TOP PLATE. SEE PLAN FOR STRAP REQUIREMENT BRACE 2x4 ® 4' -0" TRU55 5HEAR BLOCKING A35 PER TRUSS SHEAR �'+i r4x6 Ibd @ 6” BLKG REQUIREMENTS (3) BAYS � _ � 2%W- . ....,� i., _ , "1, r. BREAK LEDGER TO TOP OF 4x6 SIMPSON HS AT NOTES: OF I1 /56.2 1. FORGES INDICATED ARE UNFACTORED WIND OR SEISMIC FORGE PER FOOT OF SHEAR BLOCKING PANEL. SIMPSON H8 AT s SHEARWALL s SHE LL SHEARWALL EACH TRUSS �� Ibd - 51'Af�6Ei �' ° "��� ' Job Number 14700 Sheet S6.2 2. INCORPORATED VENT HOLES WHERE REQUIRED. SEE STRUCTURAL ROOF EACH TRUSS Ibd @ b ". STAGGER @ 4x6 BLKG DETAILS AND ARCHITECTURAL DRAWINGS FOR VENTING REQUIREMENTS. Truss Shear Blocking anels 9 7 Roof &Para et at Rear Wall Parapet 3 ______, Typical Roof &Para et along sr *Walls Walls A p p Y 9 9 Scale: fit" I' -0" VON. Roof & Parapet et at Fl t Wall , 1 6 • BOTTOM OF COPED H55 • GUTTER � I/4" Scale: I -It" = I'-0" 1 116" METAL DECK CHANNEL BEYOND STAGGER Scale: I- " = I'-0" 2 < 1i'P VELD 116" METAL DECK 1/56.3 2/56.3 L PER 20/56.3 H55 PER 20/563 COPE H55 AROUND GUTTER. CLOSE OFF COPED EDGES WITH i . 141' MC PER 20/56.3 L PER 20/563 Scale: 1-V1 - ILO" 7 TRUSS PER 20/56.2 ADDED TRUSS PER PLAN NV 2x10 WEB 4 ROOF SHEATHING SECTION-5 (2)L6x3l x46" . ADDED TRUSS 4 SUPPORT ROD It ADDED TRUSS 4 SUPPORT ROD SECTION -B 1 1 1 1 1 + 1 1 1 L I 1 / \1 LL + d I k� !1 VI 11 / \I ROOF TRUSS GLB N 11 SECTION - -A (4)x,'4) BOLTS CENTER ON TUBE el 15 -016" (2)L6x31x6" x I' -I" (NS, F5) w/ (5)16" A301 BOLTS INTO DOUG -FIR MATERIAL 4 (4)16"4) A325 THROUGH LEG AND INTO PLATE ON TRUSS MANUFACTURER: EXTERIOR FACE DESIGN TOP 4 BOTT CONNECTOR PLATE BTWN 2x10 WEB AND 2x6 TOP CHORD FOR 1,200 Ib HORIZONTAL OUTWARD FORGE AND 800 Ib VERTICAL FORGE el 22' -O" UPRIGHT 15 PART OF TRUSS. NOT AT ADDED TRUSS SECTION -A q "xq "x116" NON - ORGANIC SPACER PER ARCH. IN/ STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR — 16xgxq ", GR 36 W/ (4)%"4) A301 BOLTS R 36 AT TRUSSES THAT BRACKET NS * FS ADDED TRUSS, FASTEN I� V UPRIGHT TO TRUSS INEB WITH (10) SIMSON 3" X%4" SOS SCREWS IN LIEU OF 16d NAILS. SEE PLAN CEILING PER ARCH GLB II"xq "x116" NON - ORGANIC SPACER PER ARCH. W/ STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR (4 »6"4) BOLTS CENTER ON TUBE -\ 1/56.3 WALL AT SIM Permit Submittal 0 v V W H N o0 0 0 z hi H J W F- C1C W 0 01-- >-- CO CL 0 J a U � NTERURBAN AVE SOUTH Channel Canopy Connection 1 0 ADDED TRUSS SEE PLAN ADDED TRUSS SEE PLAN ADDED TRUSS SEE PLAN L 5x3x %" LLV H55 IOx2x 4 --*r Tc L I16xI16x4 L 5x3x% LLV L 5x3x46" LLV TYP • ENDS OF L 5x3 C TYP • ENDS OF H55 IOx2x4 L I1xI16x4 H55 I0x2x4 —*r x J H55 IOx2x4 L I16xI x14 Ilix116x4 <(4)PLACPS a d et 1 ADDED TRUSS SEE PLAN ADDED TRUSS SEE PLAN L5 0 ADDED TRUSS SEE PLAN MCIOXB 3x S" LLV H55NOx2x4 L 5x3xS" LLV L 5x3x" LLV L 5x3x4S" LLV i 116" METAL DECK 20 GA. 4 i L llixI x14 AI H55 IOx2x4 L I16xI16x4 Tc L I16xI x4 10/563, (6)PLACES • SUPPORT RODS F MCIOx8.4 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 Cif ► of Tukwila BUILDING DIVISION 0 1 0 LL F- D O N co a 00 O 0 CL W 2 a • 0 W W I M www.jacksonsfoodstores.com I V12\ <STAGGE crry AUG 2 9 2011 PERMITCENTER 561210:•%" = ILO" U.O.N. ^0 el Cano Puns L Channel Canopy 18215 72ND AVENUE SOUTH R C� U Z 5 g Z N W � J LL Z CD N CO (� Z 5 O per) CO 00 (72 1 1 w Laj Q z 3 LL‘17) — Ln - Z Z N c U (1) TRU55 MANUFACTURER: DESIGN TOP 4 BOTT CONNECTOR PLATE BTWN 2x10 WEB AND 2xb TOP CHORD FOR 1,200 Ib HORIZONTAL OUTWARD FORGE AND 800 Ib VERTICAL FORCE el 15 -0r6" FOR CALL-OUTS IN COMMON SEE DETAIL I0/56.3 (2)L6x316x%" x 1' -1" (N5, F5) (3)16" A301 BOLTS INTO DOUG -FIR MATERIAL 4 (4)Ii" 4) A325 THROUGH LEG AND INTO PLATE ON EXTERIOR FACE 10/563 SECTION -B el 20' -O" UPRIGHT 15 PART OF TYPICAL TRUSS. NOT REQ'D ADDED TRUSS q "xq"xI16" NON - ORGANIC SPACER PER ARCH. W/ STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR AT TRUSSES THAT BRACKET ADDED TRUSS, FASTEN UPRIGHT TO TRUSS WEB WITH (10) 51M5ON 3 "4" 5PS SCREWS IN LIEU OF I6d NAILS. ADDED TRUSS PER PLAN. CENTER ON CANOPY SUPPORT ROD CEILING PER ARCH-- 20/56.2 It. 4bx5x4 hl/ (2) %" M.B. CANOPY SUPPORT ROD: No 2 CLEVIS EACH END 4 % "4:' A36 ROD. FASTEN TO PAD -EYE WITH %"4) A325 BOLT (3)16"0 A307 W/ WASHERS ® HEAD $ NUT CENTER ON SUPPORT ROD PLAN VIEW FINISH PER ARCH CANOPY CHANNEL 5 "xq "x116" NON - ORGANIC SPACER PER ARCH. W/ STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR 7/56.3 1" MAX THERMOCROMEX FINISH > Channel Canopy Connection 7 L 5x3x4b" LLV ADDED TRUSS SEE PLAN TYP • ENDS OF L 5x3 / / TYP • ENDS OF H55 10x2 ADDED TRUSS SEE PLAN MGIOxh 4 X 1/56.4, (2)PLACES @ SUPPORT RODS MCIDx8.4 L 5x3x4b' LLV 1 I STAGGER 1/6 V12 Permit Submittal 0 J CD J CD Y U w N 0 0 z 1 H NTERURBAN AVE SOUTH CO t M Canopy at Southwest Corner 1 0 4x6 FLAT BLK& IGN 4x6 • c. SUPPORT ROD . SUPPORT ROD 2x6 BALLON FRAMING PER 13/56.2 * el 15-01" PLAN VIEW (2)L5x3x46" x 1' -1" (N5, F5) WI (3)16"0 A301 BOLTS INTO DOUG -FIR MATERIAL 4 (4)16"0 A325 THROUGH LEG AND INTO PLATE ON EXTERIOR FACE I' -6" MSTCB48. LAP 12" N CMSTI6 GMSTI6 2x6 LEDGER. @ 4x6 BLKG BREAK ELEVATION el 22' -0" q "xcI"xll�" NON - ORGANIC SPACER PER ARCH. W/ STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR �► SUPPORT ROD NOTCH SHEATHING AROUND STUDS SIMPSON BPS-5b PLAN VIEW V 4x6 BLKG @ CANOPY SUPPOR (4) BAYS FOR CALL-OUTS IN COMMON SEE DETAIL 10/S6.3 HDU2 4xb ALIGN TOP W/ T.O. SHEATHING AROUND STUDS L 4x4x14 x 5" W/ (3)1/4 "x3" SOS TO &LB 2x6 BRACE ® 5' -O" 4x6 DF #2. GNTR ON SUPPORT ROD. ALIGN OF 4x W/ T.D. SHEATHING CEILING PER ARCH--\ ELEVATION FINISH PER ARCH L5U26 1/563 q "xq "x116" NON - ORGANIC SPACER PER ARCH. W/ STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR Channel Canopy Connection 17 4x6 4 SUPPORT ROD I" METAL DECK 20 GA. 4x6 4 SUPPORT ROD x 0 1 4x6 4 SUPPORT ROD MCIOx8.4 ', L 5x3x%b" LLV III 11 L 116x1 16x14 -lop X X L I16xI x!4 'h-IN a s p � � -4 h" METAL DECK 20 GA. 14 .A- �� A I H55 IOx2x I H5510x2X14 A - mod' 1/56.4, (2)PLACES @ SUPPORT RODS MCIDx8.4 L 5x3x4b' LLV 1 I STAGGER 1/6 V12 Permit Submittal 0 J CD J CD Y U w N 0 0 z 1 H NTERURBAN AVE SOUTH CO t M Canopy at Southwest Corner 1 0 4x6 FLAT BLK& IGN 4x6 • c. SUPPORT ROD . SUPPORT ROD 2x6 BALLON FRAMING PER 13/56.2 * el 15-01" PLAN VIEW (2)L5x3x46" x 1' -1" (N5, F5) WI (3)16"0 A301 BOLTS INTO DOUG -FIR MATERIAL 4 (4)16"0 A325 THROUGH LEG AND INTO PLATE ON EXTERIOR FACE I' -6" MSTCB48. LAP 12" N CMSTI6 GMSTI6 2x6 LEDGER. @ 4x6 BLKG BREAK ELEVATION el 22' -0" q "xcI"xll�" NON - ORGANIC SPACER PER ARCH. W/ STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR �► SUPPORT ROD NOTCH SHEATHING AROUND STUDS SIMPSON BPS-5b PLAN VIEW V 4x6 BLKG @ CANOPY SUPPOR (4) BAYS FOR CALL-OUTS IN COMMON SEE DETAIL 10/S6.3 HDU2 4xb ALIGN TOP W/ T.O. SHEATHING AROUND STUDS L 4x4x14 x 5" W/ (3)1/4 "x3" SOS TO &LB 2x6 BRACE ® 5' -O" 4x6 DF #2. GNTR ON SUPPORT ROD. ALIGN OF 4x W/ T.D. SHEATHING CEILING PER ARCH--\ ELEVATION FINISH PER ARCH L5U26 1/563 q "xq "x116" NON - ORGANIC SPACER PER ARCH. W/ STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR Channel Canopy Connection 17 4x6 4 SUPPORT ROD I" METAL DECK 20 GA. 4x6 4 SUPPORT ROD x 0 1 4x6 4 SUPPORT ROD MCIOx8.4 MGI0x8.4 x 0 1 2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 342011 City of Tukwila BUILDING DIVISION bkleft'2819 cRYRERSALA AUG 2 s 2011 PERMIT CENTER Scale: V' = ILO' U.O.N. Canopy at East Wall 0,. 1 0 LL H O CV J < 000 O 0 I.I. W Q 2 0 O 0 W www. jacksonsfoodstores.com 18215 72ND AVENUE SOUTH Tie L 5x3x6" LLV III 11 L 116x1 16x14 -lop X X L I16xI x!4 L 5x3x %" LLV OF L 5x3 r MVO IVXIXY4 - 417 TYP ® ENDS :P m x in fL I16xI16x14 x = Tc z __I L IlixI x14 MGI0x8.4 x 0 1 2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 342011 City of Tukwila BUILDING DIVISION bkleft'2819 cRYRERSALA AUG 2 s 2011 PERMIT CENTER Scale: V' = ILO' U.O.N. Canopy at East Wall 0,. 1 0 LL H O CV J < 000 O 0 I.I. W Q 2 0 O 0 W www. jacksonsfoodstores.com 18215 72ND AVENUE SOUTH Tie el 24' -0" 1/S6.5 . 1 Permit Submittal •° ce Title: CANOPY & WOOD FRAMING DETAILS TUKWILA STORE #631 13138 INTERURBAN AVE SOUTH TUKWILA, WASHINGTON J" 4x6 VERT ELK& 4 -3"71,1p ,,ii, / EN S ` UPRIGHT 15 PART OF TYPICAL TRUSS. NOT REQ'D @ TRUSSES THAT BRACKET VERT 4x6 10/56.5 "xq "xI" SPACER SUPPORT ROD " Ii" q NON - ORGANIC PER ARCH. 11/ STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR It 16x8lixq ", GR 36 ITV (4)s" 0 A301 BOLTS AT TRUSSES THAT BRACKET ROOF SHEATHING - TYP STRAPS CONN SIMPSON BPS% PER 11/56.4\ 4x6 ALIGN NU T.O. ' m Q 11 X el 115 -016" - _ _ _— 11W1111- L ■ in" R 36 VERT 4x6, FASTEN _ s + + + + + + ' m U , r /I l0 D _ ►--- UPRIGHT TO TRUSS WEB WITH (10) SIMSON 3 "xy" SOS SCREWS 7 4" HDU2 4 MIN '' IN LIEU OF 16d NAILS. N5 * FS TOP W ,e ,_ ,, m ROOF MSS fib" O A301 ROLLED TUBES PER 20/56.5 a I SEE PLAN 4s 4 41 ," 4 A36 ROD. FASTEN TO No. 2 CLEVIS EACH END 4 PAD -EYE WITH %"(1) A325 BOLT SHEATHING N co • AROUND STUDS i L4x4x %4x5 "ITV (3)/4 "x3" 5D5 1 1 z 3450 E COMMERCIAL COURT MERIDIAN, ID 83642 www. jacksonsfoodstores.com TO GLB E16" 14x3x3 ON WASHER ALIGN SHEATHING � / 1 ■■1�� tr. 1 4x6 DM. GNTR SUPPORT ROD. OF 4x N V T.O. CEILING PER ARCH ► - illgi • _ _ - ill! I TUBE To TIDE %1 1 �1 10 TUBE TO PLATE 10 1 • • ����I� ■�i It 16xI0xI'-0 VV/ (4)%". BOLTS 1. \ " 1 1. SPACER IO" > > GLB 3 GLB 10 x12 xlNON - ORGANIC PER ARCH. NU STRUCTURAL PROPERTIES SIMILAR TO DOUG FIR Eyebrow Canopy Connection 7 ELEVATION Eyebrow Canopy Connection 0 / 1� > _RV 11 _ \ / + 11Cr ,. < � L cat fp WASy o � /4, 1, '" <sG'rURAL E�C'.A&w S'ONAL E�' 8(22M r - 1 - --1 Om Al. 7 CQ r P n I I ■ \ • ' 5� 6LB /': W p ► V /4 ELEVATION - i z SZ■ GLB PER PLAN ROOF TRUSS 41* collons + smith structural engineers 485 Front Steet N • Suite F -3 Issaquah, WA 98027 p:425.369.1 101 • f 425.369.1157 + + R " ck A GLB ./ ...•♦ , SQUARE OFF BEAM ENDS /\ / � (2)ROLLED RT 116 I 4 TUBES / . o m X x x al 1-- iy rr - PrioK �. 24 7 RT 3x1x14, ALUMINUM TUBE RT 3x1x16 ALUMINUM TUBE RT 3x1x143 ALUMINUM TUBE N N rrn 1 V o RT 3x14 ALUMINUM TUBE o iT7 x_ ni fix- 0 rrtli W rrr RT 3xlxii ALUMINUM TUBE RT 3x14 ALUMINUM TUBE RT 3x1xlS ALUMINUM TUBE RT 3x1x ALUMINUM TUBE .. REVIEWED FOR ODE COMPLIANCE $' APPROVED DEC 30 2011 Ci of Tukwila BUILDING DIVISION F.O. STUD 11 � _ `o ` A Rs" _- 84 4 C- ° 2 514 GLB scare: -!V _ ILO" Skewed Beam to Plate Connection G' H A U 18215 72ND AVENUE SOUTH 4� 4� trfi KENT, WA 98032 _ `.1.. Z (425)251 -6222 o = o (425)251 -8782 FAX 0 tea-. • ' • - co- CIVIL ENGINEERING, LAND PLANNING, G4 r,H� ENG,, 4 SURVEYING, ENVIRONMENTAL SERVICES ELEV'N - A © 16 :0:°:i::::::80•ee`o•aaeaae8) Ilu I" V <EA END, TYP F 1/56.5 1 4" 1 -54 1 11 1 -11 1L 1 11 2 -0 1 11 f 2 -0 1/56.5 1 11 1 -11 15i ": 1 -54 STACKED ON 1 11 2-6 TOP OF EA OTHER 1 11 2-b + 12/56.5 + + V T, 1 R 4s" N5 4 FS "� 15' -8 11 ���© CIT1IRf�fit�M11ALA HSS COLUMN PER PLAN W/ BOLTS I0/56.5 AUG 2'42011 PERMIT CENTER E.. Y ebrow Cano Plan 20 pY R 4 Job Number 14700 in N Ck COLUMN o BUILDING SIDE 2 1a 3 CURVED ALUMINUM OR ACM FASCIA; COLOR: SHELL YELLOW s. 1 ILLUMINATED RED BAR, (3) SIDES 57' 0) 6" DIA. CONCRETE FILLED GUARD POSTS; BOT. 12" SHELL DARK GRAY; TOP PORTION SHELL WHITE 16" DIA. CANOPY COLUMN; SHELL WHITE DISPENSER VALANCE 1a 30' CUSTOMER SERVICE UNIT NOT SHOWN FOR CLARITY COLUMN SPACING STREET SIDE CUSTOMER SERVICE UNIT (TOWELS, WATER, SQUEEGEE AND TRASH DISPOSAL UNIT); TYP. OF (4) w 0 z -H U ©NORTH ELEVATION (SOUTH ELEVATION SIMILAR) ILLUMINATED RED BAR, SIDE VIEW 3 CURVED ALUMINUM OR ACM FASCIA; COLOR: SHELL YELLOW 1 3' ILLUMINATED RED BAR, (3) SIDES El 18GA GSM TOP CAP; COLOR: TAN TO MATCH STORE CORNICE 4 MASONRY VENEER BASE H T 14' 5 El ILLUMINATED RED BAR, SIDE VIEW 1 CUSTOMER SERVICE UNIT (TOWELS, WATER, SQUEEGEE AND TRASH DISPOSAL UNIT); TYP. OF (4) CONCRETE SWALE; REFER CIVIL DRAWINGS 2' -8" COLUMN SPACING 24' -6" WEST ELEVATION DISPENSER SPACING 3' MIN. COLOR KEY 10 1 2 3 4 5 3 SHELL —WHITE SHELL —RED SHELL —DARK GREY SH ELL — YELLOW TAN SHERWIN WILLIAMS COLOR: SW7720 "DEER VALLEY" — OR EQUAL 1 —SCORE SPLIT —FACE CONCRETE MASONRY VENEER "MESA TAN" ACM 2 —COLOR FLAT FASCIA FACING STORE (TOP= YELLOW, BOT. = RED) 2' o OEAST ELEVATION bl z86 ADDED MASONRY TO BASE OF COLUMNS PER ADR COMMENT ISSUED FOR ADMINISTRATIVE DESIGN REVIEW a a 0 U Y d CO N N 0 4, 0 0 N 0 z i- F.) W cc < O Za m acc J � w D Z I... 00 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION I t.A Auu;2v'1111 PERMIT CENTEF cc 0 U J U cc w 0 U w N CO CC0 z 0 w www.jacksonsfoodstores.com 0 0 N c 0 N 0 x 0 xll E 0 0 a) c 0+ fA 0 0 E 0 0 '0 0 0 0 .0 0 a Q 0 N N N 0 .a? 0 0 18215 72ND AVENUE SOUTH X l4i M N N O N 00 00 N p) 00 a I I �LOL �^ w Job Number 0 0 0 0 s r a 0 border.dwg, x631 ca.dwg, jay.dwg Q X MPETERSON 0 0 File:P: \14000s \14700 \architectural \631 _bce14700— CA.1.dwg Date /Time:8 /18/201 1 11:41 AM TOP OF GSM 2' 8" N 1() BOTTOM OF GSM if) TOP OF MASONRY SECI1ON CANOPY COLUMN CLADDING SCALE: 3/4" - 1' -0" T.S. COLUMN PER STRUCTURAL 18GA GSM TOP CAP FORM TO MATCH COLUMN & VENEER CAP; COLOR: TAN TO MATCH STORE CORNICE - PROVIDE APPROVED CAULKING WHERE SHOWN STONE VENEER OVER METAL LATH OVER 20 GA. 4" METAL STUDS 1" FOAM INSULATOR (2) #4 HORIZ. BARS, TOP AND BOTTOM W/ #4 VERT. BARS AT CORNERS Y2" ANCHOR BOLTS ©12" O.C. Y2" EXPANSION JOINT 18GA GSM TOP CAP -FORM TO MATCH COLUMN & VENEER CAP; COLOR: TAN TO MATCH STORE CORNICE - PROVIDE APPROVED CAULKING WHERE SHOWN STONE VENEER OVER METAL LATH OVER 20 GA. 4" METAL STUDS T.S. COLUMN PER STRUCTURAL NOTE - SEE EXTERIOR ELEVATIONS FOR ALL COLUMN CLADDING DIMENSIONS LINE OF CANOPY FACE ABOVE STREET SIDE d 61' -6" 13' -6" OF MPD & COLUMN 30' -0" OF MPD & COLUMN 18' -0" LINE OF CANOPY FACE ABOVE EJ 6 • 1 BUMPER POST, TYP. 4 PLCS. r. z I 4 9 4 4 .v 4 • •1 • 5 �— DISPENSER NUMBERING TO BE COORDINATED ON SITE PLAN, THIS PATTERN TO BE MAINTAINED AT ALL TIMES 2 '4 . 4 1 v 4 • . MULTI - PRODUCT • . 4DISPENSER Wy • CRIND �.. SYSTEM, (TYP OF 4) .v 3. . v: 4 • EJ • EJ . •.• v4 1 i v4 v v. 4. • 4 v4 4' v 4 . 4: a v 1/2" EXPANSION 7 JOINT (TYP.) a ■ ■ ■■ TYPE 2A -20BC FIRE EXTINGUISHER W/ MOUNTING HOOK AT 48' A.F.F. CONTROL JOINTS TYPICAL UNLESS OTHERWISE NOTED CO EJ CANOPY COLUMN, TYP. 6 PLCS. PER STRUCTURAL SEE CLADDING DETAIL EJ : 4 a 4 . a 4 41 a a 4 . MULTI - PRODUCT DISPENSER W/ CRIND SYSTEM, (TYP OF 4) • • 4 4. 4 a • 4 . 44 • 8 6" THICK, 4000 PSI, REINFORCED CONCRETE DRIVE SLAB w/ #4 BARS © 18" O.C. EACH WAY AT SLAB MID -DEPTH • v v .4 v. CANOPY COLUMN, TYP. 6 PLCS. PER STRUCTURAL SEE CLADDING DETAIL EJ LINE OF CANOPY FACE ABOVE 4 v 4 . EJ CJ 1/2" EXPANSION JOINT (TYP.) DISPENSER NUMBERING TO BE COORDINATED ON SITE PLAN, THIS PATTERN TO BE MAINTAINED AT ALL TIMES A4• • 0 4 4 . 4 - 1(11 �r I I 1 I 1 1 �'l FJ � I t BUMPER POST, TYP. 4 PLCS. ti• OF COLUMN BUILDING SIDE OF COLUMN 1' -6 "0 d 1 BUMPER POST DETAIL PLASTIC IMPACT SLEEVE OVER 6 "0 STEEL BOLLARD G.C. TO FILL WITH CONCRETE SLURRY 61'0 STEEL PIPE CONCRETE DRIVE SLAB EXPANSION JOINT CONCRETE FOOTING SCALE: NTS STREET SIDE CANOPY SLAB PLAN LINE OF CANOPY FACE ABOVE SCALE: 1/4" = 1' -O" 1-1/2" OR 1/4 SLAB DEPTH EXPANSION JOINT TOOLED CONTROL JOINT (OR SAWCUT) 1/4" DEEP PETROLEUM RESISTANT SEALANT TOOLED TO 1/4" RADIUS IF PLASTIC INSERT IS NOT USED BACKER ROD PER MANUFACTURER'S SPECS JOINT FILLER INTERRUPT REINFORCING AT JOINT (AS APPLICABLE) THICKENED SLAB WHERE OCCURS, SEE THICKENED SLAB EDGE 1/4" DEEP PETROLEUM RESISTANT SEALANT BURKE U -SEAL #3204 OR EQUAL TOOLED TO 1/4" RADIUS BACKER ROD PER MANUFACTURER'S SPECS REINFORCING CONTINUES ACROSS JOINT (AS OCCURS) Notes: 0 N 0 0 0 0 0 0 z N PETROLEUM CANOPY SLAB PLAN 6♦ w cc 0 co 1- O co l- > z_ < Z U) Q Q m CC <4. CC Z �L co c 1. DOWNSPOUTS ARE DESIGNED TO BE TIGHTLINED TO THE SITES UNDERGROUND STORM DRAINAGE SYSTEM. 2. DRIVE SLAB SHALL BE 6" THICK REINFORCED CONCRETE w/ FIBERMESH OVER 6" CRUSHED ROCK OR AS SPECIFIED IN SOILS REPORT. FINISH SHALL BE A MEDIUM BROOM PERPENDICULAR TO ISLAND LAYOUT w/ EXPANSION AND CONTROL JOINTS AS SHOWN. 3. CANOPY CONTRACTOR SHALL PROVIDE DOWNSPOUTS.AND CONDUITS FOR LIGHTING, SIGN, MUSIC SYSTEM, CCTV AND SOLAR IN COLUMNS WHERE SPECIFIED. COORDINATE WITH GENERAL CONTRACTOR FOR EXACT LOCATION OF CONDUITS, AND HAND HOLES PRIOR TO FABRICATION. SEE ELECTRICAL DRAWINGS. 4. NOT USED 5. SEE SHEET CA.3 AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND IN COLUMN ELECTRICAL CONDUIT AND LIGHTING INFORMATION. 6. GRADE BREAKS AT CONCRETE DRIVE SLAB SHALL OCCUR WITHIN DRIPLINE OF CANOPY. SEE GRADING PLAN FOR SLAB DRAINAGE ISOLATION AND OIL /WATER SEPARATOR. WI- REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION MYRSRIAu► AUG z s 2011 PERMrcErrrER cc 0 0 0 cc cw C6 0 0 w O (0 03 0 z 0 CC w 0 0 wll E U 0 0 0) U) 0 0. E C 0 0 Y 0 m 0 -0 0 a Q 0 N N N d' 0 0 0 0 18215 72ND AVENUE SOUTH X U- N I'0 N N o00NN- rn 0 Q I I �n Lc) W c0 z z z 0 z w w 0 z w w U w J z w 0 cc z Job Number 0 0 d' a r jay.dwg, border.dwg, x631 ca.dwg MPETERSON File:P: \14000s \14700 \architectural \631 _bce14700— CA.2.dwg Date /Time:8/22/201 1 11:08 AM STREET SIDE 57-0" 3, — H 30' -0" 3,— —10" _8» ni 9,_9„ 10' — „ „ 6,_8„ —10" C OF MPD & COLUMN OF MPD & COLUMN d P II II II II II II II II II LJI rA• OE Izo ROOF DECK PANS SECURITY CAMERAS, FURNISHED AND INSTALLED BY VENDOR, TYPICAL. (QUANTITY, LOCATION, AND POSITIONING TO BE DETERMINED IN FIELD) LSI CROSSOVER GENERATION 3 LED AMBIENT CANOPY LIGHT (CR03) FLAT LENS, (TYP. OF 12) MODEL NO. CR03 -ES- LED -84- 450 -CW -UE (REFER TO ELECTRICAL PLANS) MUSIC SPEAKERS INSTALLED AT EACH COLUMN. SPEAKER AND BOX FURNISHED AND INSTALLED BY MUSIC VENDOR, TYPICAL. CANOPY COLUMN, TYP. 6 PLCS. PER STRUCTURAL SEE CLADDING DETAIL OE w ! CANOPY COLUMN, TYP. 6 PLCS. PER STRUCTUR SEE CLADDING DETAIL • • MO. 7' -7" STREET SIDE CANOPY CEILING PLAN SCALE: 1/4" = 1' -0" w Q Li >- 0 O z U Li- O w z J 0 r) OF COLUMN BUILDING SIDE OF COLUMN 0 c 0. a Y 0 m .a) 0 0 0 z N z J 0 z_ J w 0 J LL w CC 0 0 z w J 0 CC 1- w 0 CO w W CC Q O z �Q M Q� pr z Co M REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION Cnru non AUG 2 b 1011 PERMIT CENTER 0 U J U w 0 0 U w co N Cr) 0 z 0 w www jacksonsfoodstores.com 0 0 N 0 C 0 N 0 II E 0 G) C 0 0. E C 0 0 0 Y 0 a� r 0 2 a O N N N 0 0 18215 72ND AVENUE SOUTH X Ia N re) N O N 00 00 N I, O) (SD 00 I : Ln LC) N N w z_ Z z z z tr w z z w J 0 () w U > w N J w z 0 a✓ z w 0 s jay.dwg, border.dwg, x631ca.dwg, z14624ca.dwg, z14435ca.dwg a) MPETERSON File:P: \14000s\ 14700\ architectural \631 _bce14700— CA.3.dwg Date /Time:8/22/2011 11:09 AM PERIMETER GUTTER . I 14x } It 1 I 1 1 fj } 54x26 - gg . r � 1 1114x26 t I I ? t t } ' I 3 } ° L2.5x2x3/16 LLV 300 W14x 6 t J s ; 5 _ ! !jV). I< rt <r^ 0- co V Q !M may\ c°v c�5 © � i I dd i I t } 1 I } � 1 I} I B I X X - 0 `n w I N J P J r. 0 w } I t y t I , rn I N %c) 13' -6" FLG. STAY © 8' -0"0.C. TYP. 30' -0" 13' - PP 57' -0" SPREAD FOOTING TIE BEAM CANOPY FRAMING PLAN SCALE: 3/16" = 1' -0" 16"0 SCH.10 PIPE COL. TYP. 30' -0" i ✓ AO] 1 J CANOPY FOUNDATION PLAN SCALE: 3/16" = 1' -0" ACM FASCIA w 0 0 0 0 c0 DRIVE SLAB 6 "0SCH.10 PIPE CANOPY ELEVATION SCALE: 3/16" = 1' -0" USE DECK CLIPS BOTH SIDES OF EA. BEAM AT LAST TWO DECK RIBS BOTH ENDS OF CANOPY STRUCTURAL NOTES 1. CODE IBC —2009 2. ROOF LIVE LOAD - -25 P.S.F. MIN. 3. WIND - -85 M.P.H., EXPOSURE B 4. SEISMIC - -D 5. SOIL CAPACITY 2000 PSF 6. CONCRETE FOOTING - -f'c =3000 PSI (MIN. 5 SACKS CEMENT PER CUBIC YARD) 7. REINFORCING STEEL - -ASTM A615, GRADE 60, FY =60KSI 8. HOT ROLLED STEEL SHAPES & PLATE - -ASTM A36, FY =36KSI (EXCEPT "W" SECTIONS ARE A992, FY =50 KSI) 9. STRUCTURAL TUBING - -ASTM A500 GRADE B, Fy =46KSI 10. ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED 11. COLD ROLLED STEEL SHEET, GALVANIZED- -ASTM A653 SQ, GRADE 40, Fy =40 KSI. 12. ANCHOR RODS- -ASTM F1554 GR.36, Fy = 36 ksi 13. WELDS - -E70 ELECTRODES —ALL WELDS BY CERTIFIED WELDERS 14. BOLTS- -ASTM A307 UNLESS NOTED. 15. NON- SHRINK GROUT= 5000 PSI 16. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ALL WORK TO BE IN ACCORD- ANCE WITH ALL APPLICABLE CODES AND STANDARDS. 17. ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS. 18. ALL FLASHING, GUTTERS, ETC. SHALL BE CONSTRUCTED TO BE LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC. 19. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE DONE IN ACCORDANCE WITH THE AISC SPECIFICATION. 20. THE ELEVATION AND DIRECTION OF THE CANOPY DRAIN PIPES IS PER THE ARCHITECT'S /CIVIL ENGINEER'S DRAWINGS. 21. LOCATION AND SIZE OF CANOPY LIGHTS AND ELECTRICAL CONDUITS IS PER THE ARCHITECT'S /ELECTRICAL ENGINEER'S DRAWINGS. BR1085 1 J W w Z M m N m�� O a CC a3 O ir 0) W PEYTON - TOMITA AND ASSOCIATES 954 Town & Country Rd Orange, CA 92668 Ph:(714) 245 -4930 Fax:(714) 245 -4933 a w 1 a cn w E2 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION ritlinnto AuG 2 •21)11 PERMIT CENTER EXP. 1 -22 -13 MAY 042011 13138 INTERURBAN AVE. S. TUKWILA, WA FILE NAME CS 1 DWG JOB NO. BR1085 DRAWING NO. CS1 DRAWING REVISION NO. 8' -6" SHELL RVIe TEAR DROP CANOPY FASCIA Z2x 1 x 18GA ® 4'-0" 0/C CARRY BEAM SPOT WELD LII-411-1 OR (3) #10 SMS 9 ;" 9 '1 PURLIN 20GA GUTTER 3 #14 TOP SEAL FASTENERS PER FRAME 0 0 00 4' -0" SPREAD FOOTING PLAN 0' -1" = 1' -0" 1-1/4"0x2'-0" F1554 GR.36 ANCHOR RODS W /HEAD OR HEAVY HEX NUT 4' -0" MAX. 0 N PL.1 /x20 "x1' ft ij TIE BEAM PER PLAN TYP. TWO PLCS, NOTE: PER THE SOILS REPORT, ALL FOOTINGS SHALL BE PLACED ON NO LESS THAN 2 FT. OF COMPACTED ROCK FILL. CANOPY COLUMN 2" NON— SHRINK GROUT BY G.C. rSLAB ON GRADE (BY OTHERS) 4 CONCRETE COVER ALL SIDES OF COLUMN 1/4V 0 ` M I w a • • • • • SPREAD FOOTING SECTION = 1' -0" 7I6's EA. WAY TOP & BOTTOM SHELL RVIe TEAR DROP CANOPY FASCIA 20GA ASTM A653 SQ GR 40 DECK W /3" RIBS © 16" 0/C FASTEN RIBS W/ #14 SMS ENDS, PURLINS & MIDSPANS AND AT 48 "O.C. MAX. Z2x 1 x 18GA ® 4' -0" 0/C SECTION SCALE: NTS SPOT #10 SMS SECTION SCALE: 1" = r-0" STEEL COLLAR HEAVY MASTIC 3 #14 TOP SEAL FASTENERS PER FRAME L2.5x2x3/16 LLV W/# 14's ® 32 "O.C. TO DECK RIB (4) 3 /4 "DIA A307'S TYP. DECK CLIP(700# CAP.) ALTERNATE SIDES OF BEAM EACH RIB BOTH SIDES OF BEAM AT LAST TWO RIBS, EA. END OF CANOPY PURLIN 4JCPURLIN (2) #14 SMS DECK —4� mil'= L2x2x18GA STRAP FLG STAY DETAIL SCALE: NTS 3 #6's TOP & BOTTOM TYP. TIE BEAM SECTION 0' -1" = 1' -0" i) 11 a 80 BR1085 1 PEYTON - TOMITA AND ASSOCIATES 954 Town & Country Rd Orange, CA 92668 Ph:(714) 245 -4930 Fax:(714) 245 -4933 a w REVIED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION cITYRMILA AUG 2a1011 PERMIT CENTER JACKSONS SHELL EXP.1 -22 -13 MAY 0 4 2011 57' CANOPY m FILE NAME BR 1085CS2. DWG JOB NO. BR1085 DRAWING NO. CS2 DRAWING REVISION NO. LAYOUT NAME: Layoutl PLOTTED: Monday, August 22, 2011 — 11:04am POWER DEVICES PANELBOARD - FLUSH MOUNTED PANELBOARD - SURFACE MOUNTED 250 LOW VOLTAGE TRANSFORMER 250 — (WATTAGE PER CIRCUIT) FLOORBOX WITH DUPLEX RECEPTACLE 'O' MOTOR CONNECTION. (NUMBER = HORSEPOWER) ❑' DISCONNECT SWITCH a DISCONNECT SWITCH - FUSED J COMBINATION STARTER /DISCONNECT ® MAGNETIC STARTER ® EQUIPMENT CONNECTION SPECIAL RECEPTACLE e- CLOCKBOX RECEPTACLE. DUPLEX RECEPTACLE QUADRAPLEX RECEPTACLE D PUSHBUTTON CONTROLLER ® JUNCTION BOX FIRE ALARM D4 MINI HORN /STROBE COMBINATION 04 I 0 MINI HORN MANUAL PULL STATION SMOKE DETECTOR SMOKE DETECTOR WITH STROBE HEAT DETECTOR MAGNETIC DOOR HOLD OPEN FLOW SWITCH TAMPER SWITCH LOW PRESSURE SWITCH RELAY so- --I DUCT SMOKE DETECTOR CONNECTION (REMOTE TEST, W/ LED) Eta 10" EXTERIOR BELL - WEATHER PROOF KNOX BOX CE STROBE ONLY ELECTRICAL GENERAL NOTES: 1) ALL RECEPTACLES AND SWITCHES SHALL BE FLUSH MOUNTED FOR ALL AREAS. U.O.N. 2) THE ELECTRICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC. THE ELECTRICAL INSTALLATION SHALL BE COORDINATED WITH ALL OTHER TRADES SO THAT INTERFERENCES BETWEEN THE ELECTRICAL INSTALLATION AND ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND EQUIPMENT INSTALLATION WILL BE AVOIDED. 3) REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ROOM AND AREA FINISHES, CEILING PLANS, DOOR SWINGS, FIRE RELATED PARTITIONS, CABINET AND CASE WORK AND BUILT -IN DETAILS. 4) ALL WIRING TO BE SIZE #12 AWG UNLESS NOTED OTHERWISE. 5) CONTRACTOR SHALL PROVIDE ALL DISCONNECTS TO MEET LOCAL CODES. 6) CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING LIGHT SWITCHES. ALL LIGHT SWITCHES TO BE INSTALLED ON STRIKE SIDE OF DOOR UNLESS SPECIFICALLY NOTED OTHERWISE. 7) ALL FINAL CONNECTIONS SHOWN ON THE DRAWINGS ARE ACTUAL REQUIREMENTS OF THE EQUIPMENT AND ARE SHOWN IN THEIR APPROXIMATE LOCATION. 8) ALL MOTOR STARTERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FURNISHING THE EQUIPMENT AND INSTALLED, WIRED AND CONNECTED BY ELECTRICAL CONTRACTOR. 9) AUDIO /VISUAL INDICATOR SHALL BE INSTALLED ABOVE THE FIRE ALARM PULL STATION WHERE APPLICABLE AT APPROXIMATELY 6" BELOW CEILING OR +80" A.F.F. WHICHEVER IS LOWER. 10) ALL BATTERY BACKUP, EMERGENCY LIGHTING FIXTURES SHALL BE CONNECTED TO THE SAME CIRCUIT SERVING LIGHTING IN THAT AREA PRIOR TO ANY SWITCHING. 11) ALL EXTERIOR EQUIPMENT AND DEVICES SHALL BE WEATHERPROOF AND RAIN TIGHT. 12) COORDINATE ALL LIGHTING WITH MECHANICAL AND PLUMBING EQUIPMENT. 13) CONTRACTOR TO VERIFY THAT EQUIPMENT WITH CIRCUIT BREAKERS AS LOCAL DISCONNECT MEANS IS HACR RATED. IF NOT, PROVIDE DISCONNECT SWITCH PER N.E.C. 14) MOUNTING HEIGHT OF ALL DEVICES SHALL CONFORM WITH 2008 N.E.C., STATE ELECTRICAL CODE, LOCAL CODES AND ADA. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. - RECEPTACLES: 15 "; 48" AFF TO CL - SWITCHES: 48" AFF TO CL SWITCHING $a $3 Y4 y�L SD SINGLE POLE THREEWAY FOURWAY LOCKING DIMMER c MANUAL MOTOR STARTER YM WITH THERMAL OVERLOADS ST �P �v TIMER PILOT LIGHT VARIABLE SPEED FAN CONTROLLER SWITCH WITH LED PILOT LIGHT OS OCCUPANCY SENSOR PS PHOTO SENSOR (a,b,c) DENOTES SWITCH LEGS 15) REFER TO ARCHITECTURAL DRAWINGS FOR DESIGNATION AND LISTING OF FIRE RATED ASSEMBLY DESIGN NUMBERS. COORDINATE ALL DESIGN WORK WITH FIRE RESISTANCE OF MATERIALS AND CONSTRUCTION. 16) FINAL DETERMINATION OF FIRE DAMPERS AND OTHER FIRE STOPPING REQUIREMENTS SHALL BE BASED ON LOCAL CODE REQUIREMENTS. 17) ELECTRICAL SYSTEM EQUIPMENT AND COMPONENTS SHALL BE U.L LISTED, AND BE IN COMPLIANCE WITH THE REGULATIONS OF THE STATE AND LOCAL ENFORCING AGENCIES. 18) THE ELECTRICAL CONTRACTOR SHALL REFER TO AND COORDINATE THE LOCATION OF ALL AREA/ OCCUPANCY SEPARATION WALLS WITH THE ARCHITECTURAL DRAWINGS AND DETAILS. 19) ALL CONDUIT, ETC. PENETRATIONS THROUGH THE BUILDING SHALL BE FIRE /SMOKE STOPPED PER THE LATEST EDITION OF THE UNDERWRITERS LABORATORIES FIRE RESISTANCE WITH HOURLY RATINGS FOR THROUGH - PENETRATION FIRE STOPS SYSTEM VOLUME #2 OR SHALL BE INSTALLED IN STRICT ACCORDANCE PER THE MANUFACTURERS U.L. LISTINGS (3M -OR EQUAL). COORDINATE WITH GENERAL CONTRACTOR PRIOR TO BIDDING. 20) ALL ELECTRICAL WORK SHALL CONFORM TO U.L. STANDARDS, 2008 N.E.C., N.F.P.A. AND ALL OTHER CODES OF JURISDICTION WHICH ARE APPLICABLE TO THIS ELECRICAL INSTALLATION. 21) WHERE REMODELING /DEMO WORK DISRUPTS CONTINUITY OF EXISTING CONDUITS OR CIRCUITS, PROVIDE CONDUIT /WIRE /J- BOXES, ETC TO MAINTAIN CONTINUITY. 22) SEE ARCHITECTURAL SHEETS FOR EXTENTS OF REMODELED AREAS RACEWAY �-� HOMERUN TO PANEL P1 -5 (INDICATES PANEL AND CIRCUIT NUMBER) —ill— NUMBER OF CONDUCTORS #lo - -(WIRE GAUGE OTHER THAN AWG #12) PHASE CONDUCTOR(S) NiGROUND CONDUCTOR NEUTRAL CONDUCTOR TELEPHONE - DATA DATA OUTLET - (2) RJ45 JACKS AND 2 -4PR CATEGORY 5 CABLES TELEPHONE OUTLET L 4 PAINTED 3/4" PLYWOOD BACKBOARD CONTRACTOR IS TO BRING UP ANY DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN, BUT ARE REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM, AND WHICH AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT. AFTER AWARDING THE CONTRACT, ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH AFOREMENTIONED DISCREPANCY ITEMS AT NO ADDITIONAL COST TO THE OWNER. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT IMPACT OF THE RETROFIT TO THE ELECTRICAL SYSTEM AND SHALL INCLUDE IN HIS BID ALL THE WORK WHICH MIGHT NOT BE SPECIFICALLY MENTIONED BUT ARE REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM READY FOR OWNER'S BENEFICIAL USE. LIGHTING FIXTURES SEE LIGHTING FLOOR PLAN, SHEET E4.0 FOR LIGHTING FIXTURE SCHEDULE AND SYMBOLS REVISIONS: PLAN INDEX: E1.0 GENERAL NOTES, SCHEDULES, AND PLAN INDEX E2.0 SITE PLAN E3.0 POWER AND COMMUNICATIONS PLAN E4.0 LIGHTING PLAN E5.0 POWER RISER DIAGRAM E6.0 PANEL SCHEDULES E7.0 SPECIFICATIONS bk1-.2.8(0 xq7 it (4 APO kilo 4)1110 CITY f° LA AUG ? a 2011 PERMIT CENTER Y 0 0 0 0 0 z w 0 z GENERAL NOTES. SCHEDULES AND PLAN JACKSON STORE 1631 co co T z 0 cn Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEIL,EVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroice0abossein.com www.abossein.com 0, 0 0 U) N 0 0 i 0 0 t'' 0 _ Designed — 1 0 D 0 it 0 0 4, 0 0 1- c(n , z LL a0N000 c7Hr " Lctil LLi Job Number 8 LAYOUT NAME: 0 PLOTTED: Monday, August 22, 2011 — 3:09pm N 600A, 120/208V MAIN BREAKER PANELBOARD "MDP ". 600 AMP, 120/208V 3P4W CT ENCLOSURE, 50,000 AIC MIN. (2) 4" PVC SCHEDULE 40 CONDUIT WITH (4) 350 KCMIL CU. THHN /THWN WIRE. TO 'MDP' (2) 4" PVC SCHEDULE 40 CONDUIT WITH (4) 350 KCMIL CU. THHN /THWN WIRE. N 0 ' \ N ® REPLACE L \ (10 LE BAS \\ C -18,20 1 \ \\O INTERCEPT EXISTING (2) 4" PVC CONDUITS AND EXTEND TO NEW CT ENCLOSURE. ONDUIT ROPE. PT EXISTING IF PRACTICAL. (1) 3/4" PVC C -18,20 #10 AWG CU (1) 3/4" PVC C -18,20 #10 AWG CU. FIELD VERIFY EXACT TELEPHONE 0 / C -12 CONNECTION POINT. // #10 AWG THWN VIA TIMER PROVIDE N€W LIGHT FIXTUR (1) 3/4" PVC C -18,20 #10 AWG (TYPICAL) N. PROVIDE NEW LIGHT \ FIXTURE AND POLE BASE. ■ CO 3/4" P C -16 #10 AWG THWN 0 ELECTRICAL SITE PLAN SCALE: 1" = 20' -0" 'AND POLE BASE. UTILIZFIEXISTING POWER POL CONDUIT RISERS IF CODE COMPLIANT, THERWISE REPLACE AS REQUIRED. Al GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH POWER COMPANY FOR EXACT SERVICE CONNECTION REQUIREMENTS AND INCLUDE ALL NECESSARY COST IN BID. 2. ALL ELECTRICAL EQUIPMENT SHALL HAVE AIC RATINGS EQUIVALENT OR HIGHER THAN AVAILABLE FAULT CURRENTS PROVIDED BY POWER COMPANY. 3. A UTILITY LOCATE SHALL BE PERFORMED PRIOR TO COMMENCEMENT OF TRENCHING. 4. SEE LIGHTING CONTACTOR DETAIL ON SHEET E4.0 FOR ADDITIONAL INFORMATION 5. PROVIDE SEAL -OFF FITTINGS ON ALL RACEWAYS AS REQUIRED BY NATIONAL ELECTRICAL CODE. FLAG NOTES: INTERCEPT EXISTING 3/4" PVC UNDERGROUND CONDUITS FOR DISPENSER POWER AND COMMUNICATIONS. EXTEND TO NEW LOCATION AS NECESSARY. APPROXIMATELY (8) TOTAL CONDUITS. PROVIDE NEW POWER AND COMMUNICATION CABLES AS REQUIRED TO RECONNECT FUEL DISPENSING CONTROL EQUIPMENT. SEE PANEL SCHEDULES FOR POWER CIRCUIT IDENTIFICATIONS. INTERCEPT EXISTING 3/4" PVC UNDERGROUND CONDUITS FOR CANOPY LIGHTING AND SIGNS. EXTEND CONDUIT BACK TO LIGHTING CONTACTOR AND ASTRONOMIC TIME CLOCK. APPROXIMATELY (4) TOTAL CONDUITS. REFER TO ARCHITECTURAL PLANS FOR EXACT FIXTURE LOCATIONS. PROVIDE 3/4" CONDUIT AND (3) # 12 THHN CU. WIRE FOR AIR STATION. MAKE CONNECTION WITH WATER TIGHT FLEX, BOXES AND COVERS AS REQUIRED BY MANUFACTURER. FIELD VERIFY EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. INTERCEPT EXISTING 3/4" PVC UNDERGROUND CONDUITS FOR PARKING LOT LIGHTING AND SIGNS. EXTEND CONDUIT BACK TO ASTRONOMIC TIME CLOCK. APPROXIMATELY (4) TOTAL CONDUITS. SEE PANEL SCHEDULES FOR CIRCUIT IDENTIFICATION. ROUTE CONDUIT UP THROUGH COLUMN TO ROOF DECK FOR LIGHT FIXTURE CONNECTIONS. SITE LIGHT FIXTURES: (S1) LSI CROSSOVER #XAN3 LED 119 350 CW YE BRZ (C1) LSI CROSSOVER #CRO3 ES LED 84 450 CW UE VEHICLE ACCESS SIDE FINAL GRADE TRENCH WIDTH 24" MIN 24" MIN 1 SPOILS PILE YELLOW WARNING RIBBON BACK FILL MATERIAL 3" CLEAN BACKFILL 1 I-- COVER 24" MIN _ 48" IT MAX COMMUNICATIONS CONDUIT _-II -I I f- SECONDARY SCHEDULE 40 PVC CONDUIT WITH 2" SEPARATION. SECONDARY TRENCH DETAIL N TS NOTE: SEE POWER COMPANYSERVICE HANDBOOK FOR ADDITIONAL REQUIREMENTS. HANDHOLES 3/4" BASEPLATE W/ GROUND LUGS 1" CHAMFER ANCHOR BOLTS EXP. AGG. OR SACKED FIN. 0 N N FINISH GRADE - ;I IWV II (4) #5 VERT. BARS jI W /(3) #3 TIES 2 "0. -1 11 AT TOP, REST OF # �- TIES AT 12" O.C. TO 11 11 BOTTOM OF BASE. ;1 II — 2500 PSI CONC. BASE AGAINST DISTURBED OR COMPACTED SOIL. MOUNT POLE AFTER CONC. HAS CURED BASE DETAIL VERIFY WITH STRUCTURAL POLE BASE PAR '<I DETAIL TOP VIEW '119 LED FULL CUTOFF LUMINAIRE. TYPE II 138 WATT 4" DIA. ALUMINUM POLE (BRONZE) FOR LOCATIONS, SEE SITE PLAN: PARKING LOT LIGHT -22 HT. STANDARD SIG AREA POLE LIGHT SCALE: NOT TO SCALE \ OT E • BY PHOTOCELL/TIMESWITCH/CONTACTOR EXTERIOR O L /TIMESW TCH /CONTACTOR COMBINATION. �j0 D11-1S �v aTYRSMIn AUG 2 2011 PERMIT CENTER c 0 .6 .> 0 Q -o OD 0 0 z N O U J U cc w cc 0 U w NTERURBAN AVE SOUTH co E 0 V 0) 1 0 0 0 rii C co 0 Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE WA 98004 PH: 425) 462 -9441 FAX: 425) 462 -9451 E -Mail: cseroice@abossein.com www.abossein.com ci 0 0 0 c 0 N 0 0 0 II 1 rn 3 o v, 0 a> 0. O o 0 < 00 18215 72ND AVENUE SOUTH X ldi PNr) N N O (NI 00 00 N N- O) (0 00 Q I I N I' lC 17 Lu 0 z z z W W z_ C' z w J U U) w U w J H z W z O z W z_ 0) Q O z O N W ti N E Friday, October 07, 201 J 0 LAYOUT NAME: w 03 0 03 w CNI Z J Lt FLAG NOTES STUB —UP IN WALL AND CONTINUE TO PANEL 'A'. PROVIDE (2) 3/4" SCH. 40 PVC CONDUIT RUN UNDER CONCRETE SLAB. FIELD VERIFY STUB —UP LOCATION. I I� filiT11 fTTIlT1 rffIT11fiTIT111TfI1T171111ff PITT( rrnTT111T1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlII 19 111111111111111111111111111111111111111111111111111111111111111 OE 1� I LU 19 . ii BEER CAVE 19 LIE EIS 19 19 =ice I9 19 PROVIDE U.L. LISTED WIREWAY WITH SUPPORT ON BOTH ENDS, SIZE TO ACCOMMODATE FOOD SERVICE EQUIPMENT. WIREWAY SHALL BE PAINTED WHITE AND HAVE NO EXPOSED COUPLINGS. PROVIDE JUNCTION BOX IN CEILING FOR WIREWAY.. ROUTE CIRCUITS OVERHEAD FROM PANEL ENCLOSURE TO JUNCTION BOX. A- 20,22 DESIGNATED SPACE FOR FUEL DISPENSING CONTROL EQUIPMENT. VERIFY EQUIPMENT AND LOCATION WITH OWNER PRIOR TO INSTALLATION. 22 SHEET NOTE o 0 1111 0 011 Cs 11111111111111111111111111 ( 38 )�1m110(ICI01110031 WALK -IN B -2,4,6 COOLER (4) #8 AM CU (1)414-=, IIlm II I I I I 111 1 1 1 1 1 1 1 1 111 11 1 1111111 1111 111 I I11I I I �I1I7IILIIILL1in LIEIIIT.1CITIEU BACK ROOM PANL PANEL I 'MDto' 11 1 -� 1 PANEL! 1 PANEL 1 'B' PANEL 1 43 above A- 36,38,40 1 (4) #10 AWG CU (1) #10 GND B -20,22 on roof iniatitIIIQCID IIIIIIIIIIIIIIIIIIIIII B- 14,16,18 (4) #8 AWG CU (1) #10 GND AT 11P 0111E I q CIS A -28 11111111111111111111111111 III 11 11 11 111 11 11 0 11 11 H 111 ^rairaa` .... ,,.,� uY s °§,''4.... >o:r 7".' %.,,,,,2,trx•?trr�...v5k:5 saw -``:,y -. "`,`xr.`!.r HALF GLASS 'CAVE DOOR �I = ROUTE COMM TO D —MARK LOCATED IN ELECTRICAL ROOM. GENERAL NOTES LEARNING CENTER Ui; < 1 11 1 (ON ROOF) i! ! h MDP - 14,16,18 1! 1 (4) #10AWG CU 1 1> !! !! (1) #10 GND <I . > IL - eNI under ALL FOOD AND BEVERAGE RECEPTACLES TO BE LOCATED UNDER COUNTER. MOUNT AT 18"-24" AFF TO AVOID SHELVING, CONFIRM IN FIELD. RECEPTACLE(S) FOR COMPUTER USE ONLY COMPUTER OUTLET DESIGNATION B- 8,10,12 (4) #8 AWG (1) #10 GNI ticket display WP GFCI ( 36 ) exterior B- 7,9,11 1 < 1 A -9.11 bun box under SALES AREA RECEPTACLE(S) FOR 'GENERAL USE 1 MDP- 8,10,12 A -13.15 1 > (4) #8 AWG CU '> (1) #10 GND 1 MDP -2,4,6 (4) #8 AWG CU AC Th 1(1) #10 GND 1 � 1 -- � I I � _R FRITO 11 !� J <I PlrI\ below machine below CASHIER ticket display promo displa; cat A -12 MEN's REST ROOM • QUAD RECEPTACLE DETAIL NOT TO SCALE 11 < 11 I 1 �.._„ „_1^ — ^ - ^__ / B1-1,3,5 (4) #10 AWG C PRIMARY DATA (BLUE CABLE) PRIMARY VOICE (GRAY CABLE) SEE PLANS FOR LOCATIONS r= HALLWAY SECONDARY DATA (GREEN CABLE) SECONDARY VOICE (WHITE CABLE) - :�ia.a.�3'.x' • �'�4 aES•Br= '�''Y°' a;vi a�ki e ` Aims ^�'". x�.,s«�± s�:. xTUi ,.rc.�...4.si «•n:�s�d..ss�;s�. a_.. 5...'Y A -16 j\\ CLG 11> CLG lip CLG II> CLG 11) ti j 111_; 11� GFCI exterior QUAD PHONE /DATA WALLPLATE NOT TO SCALE SEE PLANS FOR LOCATIONS POWER AND COMMUNICATIONS PLAN SCALE: 1/4" 1' -0 b 9 (() SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVE . CITY OF TUKVvILA err 1.72011 PER MIT CENTER RESPONSE TO PLUMBING 0 w 0 c0 N CHANGED HVAC TO 2 UNITS PER OWNER Ix (0 1 0. Y 0 RETAIL EQUIPMENT SCHEDULE NO. QTY. M ITEM ELECTRICAL REQUIREMENT NOTES MANUFACTURER PART / CAT 1 SUPPLIER NO. OT ' ITEM ELECTRICAL REQUIREMENT NOTES MANUFACTURER PART CAT 1 / SUPPLIER 1 COFFEE BREWER / 220V / 1 / 3 WIRE PLUS GROUND, 5100 W CURTIS THERMOPRO G3 DIGITAL #TP15T TWIN, 3 GAL G.C. 1 "FRAZIL" GOURMET ICE SYSTEM 120V / 60Hz; 11A NEMA 5 -15P BUNN ULTRA -2 G.C. O 24 1 HOT CAPPUCCINO MACHINE 120V 60Hz; 1800W / 15A NEMA 5 -15P / CURTIS G3 PRIMO MODEL #PCGT5F10000 G.C. 1 ICEE 215 - 240V, 1 ' 3OAMP ICEE MODEL 550 (2—head) # ( ) VENDOR 0 ® 1 FLAVORED CREAMER 110V to 120V / 60Hz; 12AMP COUNTERTOP EIEIO, INC. MAGICOW 6 G.C. 1 12 —HEAD FOUNTAIN w/ ICE MAKER 115V / 60Hz / 1 N 5.2A (SINGLE OUTLET) (REMOTE CONDENSER, SEE #44 BELOW) CORNELIUS ENDURO 300 12 -VALVE #02813 ICE &BEVERAGE: VENDOR 6 26 1 UNDERCOUNTER REFRIGERATOR 115V / 60Hz / 1; 5AMPS; NEMA 5 -15P LOW PROFILE REFRIGERATOR; ELECT IN ISLAND BAR TRUE _ TUC 48 G.C. 1 ICE CUBE MACHINE N 115 / 60 / 1 CIRCUIT AMP 14.2A NEW —AIR COOLED MANITOWOC REDBOX S— SERIES 450; MODEL _ #SY 0445W -A (half- dice /4201bs) OUTDOOR KIOSK — "LITE" G.C. VENDOR ® 1 8' OPEN DISPLAY 110V / 60Hz / 1 rERIFY 'ELECTRICAL REQUREMENTS REMOTECONDENSER,SEE#4OBELOW). SOUTHERN FIXTURES � 8 MDI- 04MS -2FR —REM G.C. 1 DVD RENTALS 110V (VERIFY w /VENDOR) DEDICATED ELECTRICAL LINE 10 C 30 ) 1 NACHO —CHILI DISPENSER 120V 1.7A 215W GEHL's G.C. 1 ATM POWER & DATA IN SLAB JACKSONS 14 34 2 OPEN HOT CASE DISPLAY 1206 fT V / CORD 12.5 AMP; 1500 W; INDIVIDUAL BRANCH CIRCUIT WISCO _ 282. 24 —R G.C. 1 ICE MERCHANDISER iHP COMPRESSOR LEER UPRIGHT MODEL 60 VENDOR 16 C 36 ) 2 MICROWAVE 120V / 60Hz /1; 1000w NEMA 5 -15R or NEMA 5 -20R PANASONIC NE -1054 G.C. 2 WALK —IN COOLER G.C. ® 38 2 ROLLER GRILL — LARGE 120V / 60Hz; 985W / 8.3A; NEMA 5 -15P; 208 / 240V, 1260 / 1665W, 6.2/7 A AP W WYOTT HR(S) -50S; w/ SNEEZE GUARD; DIVIDER KIT; BUN CAB & DIAL COVERS G.C. 1 WALK —IN FREEZER G.C. 19 39 1 ELECTRIC WALL HEATER 208V / 10 KING MODEL #EFW2020 —EFT -2 PART # 19410 G.C. 40 1 REMOTE CONDENSER 208 -230 / 3 REMOTE CONDENSING UNIT FOR ITEM #10 HTPG MODEL #RLH251E44 —E COMPRESSOR CS2OK6E G.C. EH -1 IMPORTANT EQUIPMENT NOTES: WILL BE SUPPLIED AND INSTALLED BY G.C. D BY G.C. UNLESS OTHERWISE NOTED:. VENDOR ITEMS REQUIRE G.C. COORDINATION, ELECTRICAL A N / OR PLUMBING. A1.5 FOR ADDITIONAL REQUIRED ITEMS NOT SHOWN ON THIS PLAN. 43 1 HOT WATER HEATER BRADFORD WHITE M165R6DS13 (65 GALLON) ( ) G.C. REST ROOM EQUIPMENT, AS LISTED ON A1.6, 2. ALL EQUIPMENT WILL BE SUPPLIED & INSTALLED 3. SEE ALSO, EQUIPMENT ORDER LIST ON SHEET 1 REMOTE CONDENSER (cubed) REMOTE CONDENSING UNIT FOR ITEM #27 NORDIC #RC06002 (ICE CURER) G.C. b 9 (() SEPARATE PERMIT AND APPROVAL REQUIRED RECEIVE . CITY OF TUKVvILA err 1.72011 PER MIT CENTER RESPONSE TO PLUMBING 0 w 0 c0 N CHANGED HVAC TO 2 UNITS PER OWNER Ix (0 1 0. Y 0 0 z 0 0 0 J (O Q 2 co � Qc o a 2 U W v w 1 .� cr w 0 t0 0 1 0 z 0 z z CV N CV 00 0 CO rn z w ▪ w CD zzw N 0- C - 0 ct z z� W z� C9 z J 0 N E z O M w Abossein Engineering, g g,. L.L.C. MECHANICAL — ELECTRICAL CIVIL — LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, OVA 98004 PH: 425 462 -9441 FAX: 425 462- 9451 E —Mail: cservice @abossein.com www.abossein.com 0 z 0 0 0 J (O Q 2 co � Qc o a 2 U W v w 1 .� cr w 0 t0 0 1 0 z 0 z z CV N CV 00 0 CO rn z w ▪ w CD zzw N 0- C - 0 ct z z� W z� C9 z J 0 N E z O M w .rsre +at°, xyW:s°`' b'„x "*"z•o-tir ;`xt n.. x.N,.%x,' ft. F .3.�t, x•!a h, ^ "a�' <:^:.:7?.'�;t ^, x i :iea '•v; °�'+T .:. sx 4^'. �C , .Kiw -4... }s,d,x «C 7.17. BEER CAVE. (w( \w II.wMt f. wllr�w Ili FLAG N-TE NOTES: ALL EMERGENCY AND EXIT LIGHTING FIXTURES TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT, AHEAD OF ANY AND ALL SWITCHING. FIELD VERIFY NEW SWITCH LOCATION BANK WITH STORE MANAGER. CIRCUIT FOR FLUORESCENT LIGHTING DISPLAY AT CIGARETTE RACK. JUNCTION BOX PLACED FOR STORE SIGN. COORDINATE EXACT LOCATION WITH SIGN PROVIDER AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. JUNCTION BOX PLACED FOR LED RIBBON ON AWNING, TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT. V V V V 1� s PROVIDE DIMMABLE BALLAST AND CONTROLLER TO COMPLY WITH WSEC 1513.3. <) ► DAYLIGHT HARVESTING PHOTO SENSOR. < 1 < 1 8 HATCH INDICATES COMMON PATH OF EGRESS. <) \_/� AA A A A /,A A /.� /A .A . A /. A , A A , A A A A A A A /A /\.. A A .. /. �� TIMER POWER CIRCUIT #1 NC PROVIDE TIMED OVERRIDE SWITCH PER NREC 1513.6.2 TORK SS20 OR EQUAL SET TO 2HR OVERRIDE MAX. 0,....,1 , st;>,j A.:A C i;,<kpNV4,. ti.: n` w , .•'. "�`.d' +.., s', °�s•� "< a . BALK -1N 2 FREEZER l:! K. Cr aS *.' !v.` Y, :°'Mfara$a<i. �.rs. s,r:at:.a "414..x .. �z4a:'s". '{= •,'1r. F:b °s��ew�%ri'ry;i'v ". .Mw.i �:s. ws� .r w.R o +.w' �.4'b .. .. �'tf.. TORK TIMESWITCH #DG100 OR EQUAL 20A1P /—'\ C -2 0 0 --0.--t--0— 20A1P 1 /-\ II j C -4 O 0 —0 o— 20A1P C -6 0 0 - —0----k0— .---■ 20A1P I C -8 0 --0.0— 20A1P C -10 0 —oo-- 20A1P 1 C -12 0 — —0lo 20A1P C -14 0 —Os-$-0— 20A1P 1 C -18 0 20A1P I -o HO— C -20 0 —0 o 20A1P I C -17 0 —0— 20A1P I , �� C -16 0 0 —0 i lo- 20A1P II XX —xX 0 —(j110— 20A1P 1 I XX —XX D 0 — 0 20A1P XX -xx o -oho -- 1 20V 30A ELECTRICALLY HELD LIGHTING CONTACTOR (TYPICAL) EXTERIOR LIGHTS BUILDING FACADE EXTERIOR LIGHTS BUILDING SOFFIT CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS PARKING LOT LIGHTS PARKING LOT LIGHTS STORE SIGN PRICE SIGN SPARE SPARE SPARE. NOTE: CONSULT OWNER'S REPRESENTATIVE IN FIELD FOR TIME /OPERATION SCHEDULING. E cV October 10, 2011 0 ijcqj0 o_ LAYOUT NAME: 0 LIGHTING PLAN SCALE: 1/4" 1' -0" LIGHTING CONTACTOR DETAIL SCALE: NONE RESPONSE TO PLUMBING REVIEW UNITS PER OWNER CHANGED HVAC TO 2 0 Y 0 f.7 0 w ce co N 0) c\i'D 0) r g0 z cn 0 aW (2 ix 4ct . 0 Z��3 1 0 R 5 a E -) 8 P G O 't fir; _J W O Q . U a - w • C 0 '� V acs` W W .- 1 in 0 cn0. 0 0 0 I 1 SEPARATE 4 PERMITAND APPROVAL REQUIRED RECEIV D CITY OF TULA nr.T 1.7 2011 PERMIT CENTER Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEIdaEVUE WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cservice8abossein,com www.abossein.com 1- O cn 18215 72ND AVENUE to CV N 000NN CO c0 00 1 1 N N Y�4. Job Number S LIGHT FIXTURE SCHEDULE SYMBOL MARK TYPE MOUNTING QTY MANUFACTURER AND CATALOG NUMBER LAMPING QTY VOLTS WATTS TYPE A FLUORESCENT SURFACE 27 4 -TUBE SURFACE STRIP FLUORESCENT T -8 LITHONIA #TC 2 32 MVOLT GEB10IS (TANDEM SURFACE MTD 4 4"x8', 4 -LAMP w/ COVERS) 120 130 42K SYLVANIA, T8 B FLUORESCENT SURFACE 3 2 TUBE x4 SURFACE MOUNT, LSI, SLIMLINE VANDAL RESISTANT, #VL- 2- 32- SSOR -EM -UE 2 120 65 T8, RAPID START k C FLUORESCENT SURFACE 5 2 TUBE x4 SURFACE MOUNT, LSI, LOW PROFILE WRAPAROUND, #WNA10- 2- 2- SS010 -F -UE 2 120 65 T8, RAPID START 1 D FLUORESCENT SURFACE 4 1 TUBE x4 SURFACE MOUNT, LSI, LOW PROFILE WRAPAROUND, #VL- 1- 32- SSOR -UE 1 120 32 T8, RAPID START LED SURFACE 8 VAPOR PROOF LIGHT FOR FREEZER/ COOLER (BY COOLER MFR) KASON #1806LED000; FIXTURE WAAMP AND OPTIC GLOBE 1 120 11.5 LED F METAL HALIDE SURFACE - 1 LSI HILTON WALL SCONCE, LSI #HIWSD -WW -175- PSMH -F- 120 -WHT -700 1 120 175 METAL HALIDE - DOWNLIGHT ONLY WITH EMERGENCY QUARTZ G METAL HALIDE SURFACE 1 LSI HILTON WALL SCONCE, LSI #HIWS- 3N- 175- PSMH -F- 120 -WHT- 700 -EQ 1 120 175 METAL HALIDE - UP /DOWN LIGHTING -WITH EMERGENCY QUARTZ `. np H METAL HALIDE SURFACE 6 LSI HILTON WALL SCONCE, LSI #HIWS -3N- 175 - PSMH -F -120- WHT -700 1 120 175 METAL HALIDE - UP /DOWN LIGHTING o J FLUORESCENT SURFACE 10 1 TUBE x4 SURFACE MOUNT, LSI, FORECASTER, WEATHER RESISTANT, #FC- 1- 32- SS010 -i6 -UE 1 120 32 T8, RAPID START K FLUORESCENT SURFACE 1 1 TUBE x4 SURFACE MOUNT, LSI, FORECASTER, WEATHER RESISTANT, #FC- 1- 32- SS010 -1B-UE 1 120 32 T8, RAPID START W/ EM BALLAST EMERGENCY LIGHTING EX BATTERY BACK UP CEILING/ WALL 4 COMBO LED EXIT SIGN AND EMERGENCY LIGHT LSI_ #EMEXR = 1J2_R_W= 120/27J_ FM_ 2 6V 5.4 - _ EM BATTERY BACK UP CEILING/ WALL _ 6 LITHONIA QUANTUM SERIES 2 6V 5.4 ^ \, - -� SITE LIGHTING O-C I 51 LED I POLE 6 POLE MOUNTED SITE LIGHT LSI CROSSOVER #XAN3 -3- LED -19- 350- CW- YE -6RZ 1 208 138 EXTERIOR SITE LIGHT MOUNT @ 22' -0" SEPARATE 4 PERMITAND APPROVAL REQUIRED RECEIV D CITY OF TULA nr.T 1.7 2011 PERMIT CENTER Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEIdaEVUE WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cservice8abossein,com www.abossein.com 1- O cn 18215 72ND AVENUE to CV N 000NN CO c0 00 1 1 N N Y�4. Job Number S — 11:59am PLOTTED: Monday, August 22, 2011 EXISTING POWER POLE EXTERIOR 600 AMP 120/208V 3 PHASE 4 WIRE 1C> J POWER RISER FLAG NOTES: INTERIOR — ELECTRICAL ROOM 0 MDP EXISTING POWER POLE E.C. TO COORDINATE WITH POWER COMPANY FOR ALL CONNECTIONS. (2) SETS OF 4" SCH .40 PVC CONTAINING: (4) 350KCMIL COPPER THWN. 600 AMP OUTDOOR CT ENCLOSURE AND POWER METER. 50KAIC MIN BUS RATING. 600 AMP FEEDER CONSISTING OF; (2) SETS OF (4) 350KCMIL CU. THWW WIRE. 600 AMP, 120/208V, 34)4W MAIN BREAKER PANELBOARD "MDP". 200 AMP FEEDER CONSISTING OF; (4) #3/0 AWG CU. THWN AND (1) #6 AWG. CU. EGC. 200 AMP, 120/208V, 3$W, 42 SPACE PANELBOARD "A". CONFIGURE BRANCH CIRCUITS PER 200 AMP FEEDER CONSISTING OF; (4) #3/0 AWG CU. THWN AND (1) #6 AWG. CU. EGC. 200 AMP, 120/208V, 34)4W, 42 SPACE PANELBOARD "B". CONFIGURE BRANCH CIRCUITS PER 200 AMP FEEDER CONSISTING OF; (4) #3/0 AWG CU. THWN AND (1) #6 AWG. CU. EGC. 200 AMP, 120/208V, 34)4W, 42 SPACE PANELBOARD "C". CONFIGURE BRANCH CIRCUITS PER 100 AMP FEEDER CONSISTING OF; (4) #3 AWG CU. THWN AND (1) #8 AWG. CU. EGC. 100 AMP, 120/208V, 34)4W, 30 SPACE PANELBOARD "F". CONFIGURE BRANCH CIRCUITS PER PANEL SCHEDULE. PANEL SCHEDULE. PANEL SCHEDULE. PANEL SCHEDULE. A ® A 12 L NOTE: 1) ALL EQUIPMENT IS NEW TO BE INSTALLED. 2) ALL EQUIPMENT SHALL BE FULLY RATED FOR THE AVAILABLE FAULT CURRENTS PROVIDED BY POWER COMPNAY. POWER DISTRIBUTION RISER DIAGRAM SCALE: NONE bk1.2.8co SEPARATE PERMIT AND APPROVAL REQUIRED RE�IVP AUG 2 2011 PERMIT CENTER 0 0 O. 0 (t) 0 0 z 1) CC CO 0 < W CC 0 CC CC 0 CC Cf) LLI 0< a. oo co NTERURBAN AVE SOUTH 0 LL CC CC w 0 w 0 csJ (cs 00 co 0 0 tr www.jacksonsfoodstores.com Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEILEVIJE, WA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 E-Mail: eservice@abossein.com www.abossein.com 0 0 173 0 0 2 11 O 0 "0 0 0 -C 0 Approved_— 0 0 18215 72ND AVENUE SOUTH (NI N) cD 09 cr) z uJ 1-7 X LJ_ CN CN CN CO 1"--- (000 I I 7) i• f 11) CN CNI CN • •:1- 0 z z z z z LiJ z z LLJ 5 0 0 5 z z 0 5 z z UD N ) 0 0 U 0 0 0 0 0 0 CI- ;0- i z w W 0 CC J W w0 U' a) Z 0 WI z� <U E o V 0 U Nr 0 L- a .42 0 73 W o - z C a 2 CC W •g ■ 1 3 0 Sep P ANAre en's / Ppi ANp AQ 0lRe 8q) RECEIV [ . CITY OF TUKInnuA nr.T 17 2011 PERMIT CENTER PANEL MDP LOCATION: BACK ROOM FEED FROM: UTILITY FEEDER: 600 AMP 3P4W + GND LOAD DISTRIBUTION LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: VOLTS: PHASE: WIRE: BUS TYPE: A.I.C.: M.L.O.: MAIN CB: FLUSH: SURFACE: GND. BAR: ISO GND: 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: 600 208/120 3 4 CU 600 X X at U d PQ U d P1 U¢ PP U d PO U d U d CO U 2.52 A B C A B C A B C A B C A B C A 7.88 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 10.42 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 PANEL A A B C A B C A B C A B C A B C A B C A B C 200 3 20.82 2.98 ® 7.08 LTG: NORTH SALES AREA 8.01 1 - - 18.07 1.44 ® 9.06 ® 8.44 - - - 18.94 2 2.50 1.00 0.20 16.74 PANEL B 200 3 17.94 - _ 2.00 LTG: CIGARETTE DISPLAY 16.74 - - - 18.74 0.83 - 1.00 LTG: RESTROOMS /HALLWAY 17.10 - 020 ® 18.10 ® 6.46 ®_® LTG: WALK -IN COOLER/FREEZER 20 PANEL C ' 200 3 6.46 ®® 6.31 ® ®_ 20 1 - - 6.31 ® 5.64 _ ®® 20 1 - - 5.64 0.62 12 -HEAD FOUNTAIN W/ ICE MAKER 7.68 ®® 1 PANEL F 100 3 7.68 1.32 7.68 ®® 20 1 1.32 ® ® 7.68 ®® ®® ® 1.80 HOT CAPPUCINO MACHINE 5 20 - 1.80 1.44 CREAMER DISPENSER 6 20 1 1.44 ® ® ® ® ®® ®® ®_ NACHO -CHILI DISPENSER ®_® 20 1 1.00 0.60 UNDER- COUNTER FRIDGE 7 ® ® ® ®_ ® ®® ®® ® ® ®® ®_ - 1.47 HOT CASE 16 20 1 1.47 1.47 HOT CASE 6 20 1 1.47 ® ®- ® ®® 33 35 37 39 41 ® ® ® ®® 1 1.00 1.00 MICROWAVE 17 20 1 1.00 ® ® ® ®® SPARE ® ®_ 1 ®® SPARE 20 aaae.aaaaaasa.a.ao��aaaaa.a ♦♦ ♦ eaa a.�►a,a�aa. ♦ ♦ ♦♦ ♦♦ ♦♦ .. ♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦a.eaaaaaaaaaaaaa,a ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ •♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦♦ �.e�aua aaa• aaaaa a.• aaaaa ,asa.►saa•aaaaa..a.a.•saa.a. OFFICE/PC/FAX/PRINTER ♦. ♦d aa�.a > ♦. f.� � aaaa aaaaaaaoaaaaaaaa•aaa•aaaaa. ♦. a > ♦< ♦A. ♦<► . ♦<> . ♦t > ♦. t >A.A ♦ aaaua.0 > ♦<eA. ♦,<+ . ♦< > ♦. ♦t > ♦. :: . ♦ ♦ > ♦< ♦A. ♦<♦ • aa.aa�aaaaa��a asa, aaa aa.♦aa�.aaaaa�.aaaae.•as..�.a . ♦< > ♦. ♦f! ♦. a.aa�as t0. ♦<A a.aaa.►aaaaaaa.a.aa.•.a > < aaa Maaa aaaaaaE a1 U d PP U d a1 U drat U d a U d a1 U d a1 ®_ 2 3.02 ®® 20 2 4 6 8 10 12 14 16 18 , 2Q 22 24 26 28 30 32 34 36 38 40 42 HVAC UNIT (STORE) AC -2 1 35 3 3.02 ) <) LOAD (kVA) A B C A B C A B C A B C A B C A B C A B C 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 3.02 ®® 1 - _ - 3.02 0:42 ®® ®® 3.02 ®® EXTERIOR LTS: ENTRY SOFFIT - - - 3.02 <) REC ) LTG �) EQP i HTG <) KIT 6.9 18.4 69.2 0.2 77.4 _ 20 3.02 ®® 1 HVAC UNIT (STORE) AC -3 35 3 3.02 RECPT: CEILING ® ® ® 3.02 ®® 20 1 1.50 0.80 3.02 - ATM/ FLOOR RECEPT. 3.02 ®® 20 - - - 3.02 ®® RED BOX DVD RENTAL 2.57 HVAC UNIT (TRAINING) AC -1 30 3 2.57 ® 1.20 2.57 _® 20 - - - 2.57 }TOTAL 172.2 ®® 2.57 _® 20 _ - - 2.57 < LOAD (kVA) -M111-111M- 20 PARKING LOT LIGHTS 20 2 1.11 LOAD (kVA) ®® 0.21 ® ® ® ®® - - cn 0 U RI <4 a> 0 20 2 ®® ® ® ® ®_ 1 1.00 0.72 ® ® REC LTG EQP HTG KIT 6.9 18.4 69.2 0.2 77.4 ® ® ® ®® REC LTG 18.4 EQP HTG KIT ®® 2.08 INSTA HOT ® ® ® ® ®� 2.08 ® 2.08 - - - 2.08 RECEPT: DATA/PHONE BOARD EQUIPMENT 2.08 ®® ®® 1.00 INSTA HOT 30 2 ® ®_ ® ® ® ®_ ®® ®® 2.08 - ® 43 - - 2.08 TOTAL 15.4 3.00 TOTAL 172.2 ®_ 30 3 3.00 TOTAL 3.00 ® ® ®_® - 3.00 ® ® ®S® - - 3.00 +♦ •:•:•:**:•:•:+:+ •♦ e♦e+•♦ a♦ a ♦a ♦a ♦a ♦a ♦a +♦+f ♦♦♦♦•♦•♦♦♦p ♦a ♦a ♦a ♦a�a�a♦e ♦• ♦a�e a�•♦e�e�•�•�•te�e�• ♦O♦ + ♦p♦♦+♦pp♦e♦♦ X *t4 • 4 Manufacturer Circuit Breaker Remarks: /Type: Type: RECIFEEMMIRCOBS' (111QV1efl VA): 6.94 24.02.. 26.86 kVA kVA kVA kVA kVA kVA kVA kVA Amps - 100% 6.94 kVA 50% kVA 125% kVA 100% 24.02 . kVA 100% kVA 65% 17.46 kVA 25% kVA •+++ •••••• +•++••• +•• :+•••••••+ +•••• Manufacturer/ e: Circuit Breaker Type: RECEPTACLES (1ST 10KVA): Remarks: RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: Q HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 6.94 18.42 69.23 0.20 77.44 kVA kVA kVA kVA kVA kVA kVA kVA Amps 0 100% 6.94 50% 125% 23.02 ° 100 0 69.23 / 69.2 1 ° 00% 0.20 65% 50.33 25% kVA kVA kVA kVA kVA kVA kVA kVA Amperes A 2.5 6.5 25.2 0.2 27.2 B 3.0 6.3 25.4 kVA kVA kVA kVA kVA kVA kVA kVA Amps 24.7 C 1.4 5.6 18.7 25.5 ♦ ♦♦♦ ♦ee♦♦/♦e♦♦e♦♦♦ e♦o♦♦♦e♦♦ r OOe ♦♦♦ ♦: ♦♦+♦0+♦ ♦♦•♦♦ ♦♦♦♦♦�♦♦♦e♦u♦♦♦ee�e♦♦♦•♦►♦♦e♦♦/ t :t. :! +++♦ + ♦ + ♦ +++ ♦eeeee�reeeeee♦♦eeee►e♦e♦♦/ :00•+00♦, t:•:!:*.:t3t:!.+e ♦eee ♦ :O♦ :O ♦�0:440.:4:4+:44.4 +e+♦+'/+•+++•+t ♦ee♦e♦ . +eee♦♦ :t.Z + T 6.9 18.4 69.2 0.2 77.4 TOTAL CONNECTED LOAD PER PHASE: 172.23 478.4 DEMAND: 149.73 DEMAND: 415.9 PHASE A : 61.5 kVA PHASE B: 59.4 kVA PHASE C: 51.3 kVA W 0 CC J W w0 U' a) Z 0 WI z� <U E o V 0 U Nr 0 L- a .42 0 73 W o - z C a 2 CC W •g ■ 1 3 0 Sep P ANAre en's / Ppi ANp AQ 0lRe 8q) RECEIV [ . CITY OF TUKInnuA nr.T 17 2011 PERMIT CENTER PANEL C LOCATION: BACK ROOM FEED FROM MDP FEEDER: 200 AMP 3P4W + GND LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: 200 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A.LC.: IvLL.O:: X MAIN CB: FLUSH: SURFACE: GND: BAR: X ISO GND: X 200% NEU: FEED THRU: DBL LUG: TOP FEED: X BTM FEED: A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C 0.33 1.92. A B C A B C A B C A B C A B C A 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 LTG: BACKROOM/OFFICE" A B C A B C A B C A B C A B C A B C A B C 20 1 0.33 2 0.65 _ ® ®® LTG: NORTH SALES AREA 20 1 0.65 - 1.04 2.55 ® ® LTG: CENTER SALES AREA 20 1 1.04 25 0.91 2 2.50 _ ® ® LTG: DAY ZONE 20 1 0.91 - 1.00 - _ 2.50 LTG: CIGARETTE DISPLAY 20 1 1.00 2 0.20 0.83 - _ LTG: RESTROOMS /HALLWAY 20 1 020 ® 0.92 S® 0.83 ROLLER GRILL - LARGE LTG: WALK -IN COOLER/FREEZER 20 1 0:92 ® 0.84 ®® ®_ 0.83 LTG: LEARNING CENTER 20 1 0.84 0.83 1.50 ® ® ®® ®® STORE SIGN 20 1 1.50 1 1.70 0.62 12 -HEAD FOUNTAIN W/ ICE MAKER 26 20 1 0.62 ®_ ®® 1.32 FRAZIL ICE SYSTEM 24 20 1 1.32 ® ® ® ® ®® ®® ® 1.80 HOT CAPPUCINO MACHINE 5 20 1 1.80 1.44 CREAMER DISPENSER 6 20 1 1.44 ® ® ® ® ®® ®® 1.00 NACHO -CHILI DISPENSER 14 20 1 1.00 0.60 UNDER- COUNTER FRIDGE 7 20 1 0.60 ® ® ® ® ®® ®_ - 1.47 HOT CASE 16 20 1 1.47 1.47 HOT CASE 6 20 1 1.47 ® ®- ® ®® 33 35 37 39 41 1.00 MICROWAVE 17 20 1 1.00 1.00 MICROWAVE 17 20 1 1.00 ® ® ® ®® SPARE ® 20 1 SPARE 20 aaae.aaaaaasa.a.ao��aaaaa.a ♦♦ ♦ eaa a.�►a,a�aa. ♦ ♦ ♦♦ ♦♦ ♦♦ .. ♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦a.eaaaaaaaaaaaaa,a ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ •♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦♦ �.e�aua aaa• aaaaa a.• aaaaa ,asa.►saa•aaaaa..a.a.•saa.a. OFFICE/PC/FAX/PRINTER . ............ ® ►� i Q CA U d Lt7 U d PO U d d as U d al d _.%• as U ♦•♦♦•••♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ ai+i +iai A iii+ i�i���iaa+ e♦•e♦ ia�ia+ 1.40 e♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ e♦♦ o♦♦•♦♦♦•♦eeo♦♦♦e♦eeeee i�i�iiaa? a+ iaaal�lia+ iaa�aaaaea�eaa�aaa�aaaa��es. ® o♦♦♦♦♦e•♦♦♦♦♦ s♦♦♦♦♦♦ e•♦ e♦♦♦♦ e♦ e♦♦♦ ♦♦e♦♦♦♦♦e♦e♦♦♦e♦♦♦♦♦♦♦♦o♦♦..Ame ♦♦e♦♦ eeaeaeeaaaase�aaaa�aaa�aaeaaaaa.► e♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ e♦♦♦ e••♦•♦ Pi iaaaa�s• ♦♦♦♦e♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦e♦♦♦♦♦♦♦ ♦♦ee♦ee♦e♦e♦•♦♦♦•e♦♦•♦♦♦e♦♦♦♦♦♦ aaa�a+ i�aa�ia�aa +a�aalsalia +iaaaaai +i 2 T • IR :: i D ` • • aE A 20 1 1.40 1 B C A B C A B C A B C A B C A 13 C A B C LOAD (kVA) ♦ ♦ ♦ ♦ 1 ♦ ♦ ♦ ♦ ♦ ♦ 1.00 ®® A B C A B C A B C A B C A B C A B C A B C 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 ® ® B C A B C A B C A B C A B C A B C A B C 1 1.00 REC 6.9 LTG EQP 24.0 HTG KIT 26.9 LOAD (kVA) 38 0:42 ®® ®® SPACE SAFE /LOTTO /TICKETS/EPOS /SCANNER EXTERIOR LTS: ENTRY SOFFIT 20 1 0.42 ® 1.50 LOTTO: TICKET/PROMO /CAT/PIN PAD /GEN. _ 20 CENTER CANOPY LIGHTS 20 1 1.50 REC LTG 18.4` EQP HTG KIT 1.92 1.50 RECPT: CEILING ® ® ® 20 EAST CANOPY LIGHTS 20 1 1.50 0.80 1.50 - ATM/ FLOOR RECEPT. 20 WEST CANOPY LIGHTS 20 1 1.50 1.00 1.20 3.84 RED BOX DVD RENTAL 20 EAST RED BAND 20 1 120 ® 1.20 RESTROOM RECEPTICAL ® ® 20 WEST RED BAND 20 1 120 ® 1.90 ®® RECPT: ISOLATED GROUND PRICE SIGN 20 1 1.90 TOTAL 18.4 ® 0.21 RECPT: LEARNING CENTER 20 PARKING LOT LIGHTS 20 2 021 LOAD (kVA) ®® 0.21 RECPT: LEARNING ENTER LOAD 20 - - - 0.21 20 2 ®® 1.44 ARNING TV ® ® 20 1 1.00 0.72 ® ® ®® ®® ®® 1 RECPT: BACK ROOM 20 1 0.72 REC LTG 18.4 EQP HTG KIT ®® 2.08 INSTA HOT ® ® ® 30 2 2.08 020 2.08 - - - 2.08 RECEPT: DATA/PHONE BOARD EQUIPMENT 2.08 ®® ®® 1.00 INSTA HOT 30 2 2.08. TOTAL 57.8 2.08 - ® 43 - - 2.08 TOTAL 15.4 3.00 ®® HOT WATER TANK (65 GAL) 30 3 3.00 TOTAL 3.00 TOTAL 18.4 - - 3.00 3.00 ®_ ® ®_ - - 3.00 +♦ •:•:•:**:•:•:+:+ •♦ e♦e+•♦ a♦ a ♦a ♦a ♦a ♦a ♦a +♦+f ♦♦♦♦•♦•♦♦♦p ♦a ♦a ♦a ♦a�a�a♦e ♦• ♦a�e a�•♦e�e�•�•�•te�e�• ♦O♦ + ♦p♦♦+♦pp♦e♦♦ X *t4 • 4 Manufacturer Circuit Breaker Remarks: /Type: Type: RECIFEEMMIRCOBS' (111QV1efl VA): 6.94 24.02.. 26.86 kVA kVA kVA kVA kVA kVA kVA kVA Amps - 100% 6.94 kVA 50% kVA 125% kVA 100% 24.02 . kVA 100% kVA 65% 17.46 kVA 25% kVA A 2.5 7.9 .0❖a 10.4 B 3.0 15.36 1.60 7.1 100% kVA 50% kVA 125% kVA 100% 15.36 kVA 100% kVA 65% kVA 25% 1.60 kVA 8.0 •♦•••♦•♦♦ .♦o.♦♦.♦.♦♦♦.♦♦♦0♦.♦.♦.i.♦♦i•..i♦. C •♦• ♦•♦ •♦• +♦♦ ♦ ♦+♦•e+o+ • ♦+W4M. •♦ ♦ a i Manufacturer/Type: Circuit Breaker Type: yp RECEPTACLES (1ST 10KVA): Remarks: RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: -18.42 kVA kVA kVA kVA kVA kVA kVA kVA Amps 100% kVA 50% kVA 125% 23.02 kVA 100% kVA 100% kVA 65% kVA 25% kVA A ♦i0 ♦i ♦i +i ♦i ♦• ♦'► 6.5 PING: IB HEN: 26.9 B 25% 03 LfiR TOR: 6.3 57.82 160.6 DEMAND: 48.42 kVA DEMAND: 134.5. Amperes PHASE A : 20.8 kVA PHASE B: 18.1 kVA PHASE C: 18.9 kVA C i�:+:+:+ :♦:+il:♦:+ ♦ee ♦V,e♦♦♦ ♦,l +:❖:❖: •i':O❖:+:•i':+:+:M►' 4.0 5.6 TOTAL CONNECTED LOAD PER PHASE: 15.36 42.7 DEMAND: 16.96 kVA DEMAND: 47.1 Amperes i* :i ∎ ♦ 0 000 •.!♦!♦! : + : ❖ : ❖:1 +0 0 0 0 o!e!•!e'K*.i!♦!♦!♦!♦!♦!•!♦! + :• :+:+:❖i•: . • 0 0 0 0 + :❖:+:+i 0 00 0 0 0♦+ J. ♦!e!D.-!e!♦!♦!♦!.!M►e!♦!♦! :+ :• : + : ❖: ► 0 0.0 0' ❖: + : + : + :• 0 0 0 0 00 ♦!.!. T 18.4 TOTAL CONNECTED LOAD PER PHASE: 18.42 512 DEMAND: 23.02 ' kVA DEMAND: 64.0 Amperes PHASE A : 6.5 kVA PHASE B: 6.3 kVA PHASE C: 5.6 kVA W 0 CC J W w0 U' a) Z 0 WI z� <U E o V 0 U Nr 0 L- a .42 0 73 W o - z C a 2 CC W •g ■ 1 3 0 Sep P ANAre en's / Ppi ANp AQ 0lRe 8q) RECEIV [ . CITY OF TUKInnuA nr.T 17 2011 PERMIT CENTER PANEL A LOCATION: BACK ROOM FEED FROM: MDP FEEDER: 200 AMP 3P4W +GND LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION Tag # PH AMP POLE LOAD kVA AMP: 200 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A.I.C.: M.L.O.: X MAIN CB: FLUSH: SURFACE: GND. BAR: X ISO GND: 200 %NEU: FEED THRU: DBL LUG: TOP FEED: B T M FEED: A B C A B C A B C A B C A B C A B C A B C 200 208/120 3 4 CU X X X 1.92. A B C A B C A B C A B C A B C A 2.55 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31. 33 • 35 37 39 41 COFFEE BREWER 1 d a1 U d aY U d a1 U < a1 U < a1 0 d W U Q 0 40 2 2.55 _ ® ®® SWITCHED NEUTRAL 2.55 - - - - 2.55 ® ® ®a ® 2.50 ICEE MACHINE 25 30 2 2.50 _ ® ® ® ® ®_® ®® ®® 2 2.50 - _ - _ 2.50 0.83 ROLLER GRILL - LARGE 19 20 2 0.83 0.83 - _ - - 0.83 ® ® ®® S® 0.83 ROLLER GRILL - LARGE 19 20 2 0.83 ® ® ®® ®_ 0.83 - - - - 0.83 ® ® ® ® ®® ®® 1.70 ICE CUBE MACHINE 27 20 1 1.70 0.62 12 -HEAD FOUNTAIN W/ ICE MAKER 26 20 1 0.62 ®_ ®® 1.32 FRAZIL ICE SYSTEM 24 20 1 1.32 ® ® ® ® ®® ®® ® 1.80 HOT CAPPUCINO MACHINE 5 20 1 1.80 1.44 CREAMER DISPENSER 6 20 1 1.44 ® ® ® ® ®® ®® 1.00 NACHO -CHILI DISPENSER 14 20 1 1.00 0.60 UNDER- COUNTER FRIDGE 7 20 1 0.60 ® ® ® ® ®® ®_ - 1.47 HOT CASE 16 20 1 1.47 1.47 HOT CASE 6 20 1 1.47 ® ®- ® ®® 33 35 37 39 41 1.00 MICROWAVE 17 20 1 1.00 1.00 MICROWAVE 17 20 1 1.00 ® ® ® ®® SPARE ® 20 1 SPARE 20 aaae.aaaaaasa.a.ao��aaaaa.a ♦♦ ♦ eaa a.�►a,a�aa. ♦ ♦ ♦♦ ♦♦ ♦♦ .. ♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦a.eaaaaaaaaaaaaa,a ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ •♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦♦ �.e�aua aaa• aaaaa a.• aaaaa ,asa.►saa•aaaaa..a.a.•saa.a. OFFICE/PC/FAX/PRINTER . ............ ® ►� i Q CA U d Lt7 U d PO U d d as U d al d _.%• as U 20 .. aaa, a..a 1 ... a. •.aaaaaaa.�aaa�auaaaaaaaaaa�aa♦ 1.80 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ LOAD (kVA) d 137 U d Pa U d a1 U d a1 U d a1 U d a1 U d as U 1.80 ® ® ®® e♦♦ 2 4 6 8 10 12 14 16 18 20 22 26 28 30 32 34 36 38 40 42 1.00 ® ® ®_ 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 RECPT: EXTERIOR/ICE MERCHANDISER 36 20 1 1.00 LOAD (kVA) ♦ ♦ ♦ ♦ 1 ♦ ♦ ♦ ♦ ♦ ♦ 1.00 ®® A B C A B C A B C A B C A B C A B C A B C LOTTO DISPLAY/PIN PAD /SCANNER/EPOS ® ® 20 1 1.00 REC 6.9 LTG EQP 24.0 HTG KIT 26.9 WALK -IN COOLER 38 1.00 ®® ®® SPACE SAFE /LOTTO /TICKETS/EPOS /SCANNER 20 1 1.00 0.36 ® 1.00 LOTTO: TICKET/PROMO /CAT/PIN PAD /GEN. _ 20 1 1.36 1.92 - 0.90 1.92 REC LTG EQP HTG KIT RECPT: CEILING ® ® ® 20 1 0.90 0.36 ® 0.80 ®® - ATM/ FLOOR RECEPT. 20 1 1.16 1.00 ®® ®® 3.84 RED BOX DVD RENTAL 20 1 1.00 TOTAL 57.8 0.36 ® ® RESTROOM RECEPTICAL ® ® 20 1 0.36 LOAD (kVA) 0.36 ® ® ®® RECPT: ISOLATED GROUND 20 1 0.36 0.90. ® ® ®® RECPT: LEARNING CENTER 20 1 0.90 1.08 ® ® ®® RECPT: LEARNING ENTER LOAD 20 1 1.08 REC 6.9 LTG EQP 24.0 HTG KIT 26.9 44 20 2 ®® 1.44 ARNING TV ® ® 20 1 1.00 0.72 ® ® ®® ®® ®® 1 RECPT: BACK ROOM 20 1 0.72 ® ®® 2.08 INSTA HOT ® ® ® 30 2 2.08 020 2.08 - - - 2.08 RECEPT: DATA/PHONE BOARD EQUIPMENT 2.08 ®® ®® 1.00 INSTA HOT 30 2 2.08. TOTAL 57.8 2.08 - ® 43 - - 2.08 TOTAL 15.4 3.00 ®® HOT WATER TANK (65 GAL) 30 3 3.00 TOTAL 3.00 _® - - 3.00 3.00 ®_ ® ®_ - - 3.00 +♦ •:•:•:**:•:•:+:+ •♦ e♦e+•♦ a♦ a ♦a ♦a ♦a ♦a ♦a +♦+f ♦♦♦♦•♦•♦♦♦p ♦a ♦a ♦a ♦a�a�a♦e ♦• ♦a�e a�•♦e�e�•�•�•te�e�• ♦O♦ + ♦p♦♦+♦pp♦e♦♦ X *t4 • 4 Manufacturer Circuit Breaker Remarks: /Type: Type: RECIFEEMMIRCOBS' (111QV1efl VA): 6.94 24.02.. 26.86 kVA kVA kVA kVA kVA kVA kVA kVA Amps - 100% 6.94 kVA 50% kVA 125% kVA 100% 24.02 . kVA 100% kVA 65% 17.46 kVA 25% kVA A 2.5 7.9 .0❖a 10.4 B 3.0 15.36 1.60 7.1 100% kVA 50% kVA 125% kVA 100% 15.36 kVA 100% kVA 65% kVA 25% 1.60 kVA 8.0 REC VEDWIRVIAKVA: LIGHllIMH1FING: EQUi9IENT: HEAMN KITC C 1.4 9.1 8.4 g♦i ♦Oi ■i ♦ ♦ ♦ ♦• ♦• _...44 T ♦i +i +i +i +i♦ iii+ ♦ +00 ♦•0 ♦'00000041♦ 4.�♦�.♦.��'.....t∎...♦♦�..♦••• 6.9 iO+ i+ iO' i♦ i+ i ♦i ♦i ♦i;,/ +000 ♦•V•••••D 24.0 ♦i0 ♦i ♦i +i ♦i ♦• ♦'► ► ♦ ♦i ♦i +i ♦i;:; + ♦ + ♦ ♦ ♦••••0 PING: IB HEN: 26.9 TOTAL CONNECTED LOAD PER PHASE: 25% 03 LfiR TOR: CONEIBEI Nffi ETED:" CONISIBEINEETED: 57.82 160.6 DEMAND: 48.42 kVA DEMAND: 134.5. Amperes PHASE A : 20.8 kVA PHASE B: 18.1 kVA PHASE C: 18.9 kVA W 0 CC J W w0 U' a) Z 0 WI z� <U E o V 0 U Nr 0 L- a .42 0 73 W o - z C a 2 CC W •g ■ 1 3 0 Sep P ANAre en's / Ppi ANp AQ 0lRe 8q) RECEIV [ . CITY OF TUKInnuA nr.T 17 2011 PERMIT CENTER PANEL F LOCATION: BACK ROOM FEED FROM MDP FEEDER: 100 AMP 3P4W + GND LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: 100 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A.I.C.: M.L.O.: X MAIN CB: FLUSH: SURFACE: GND. BAR: X ISO GND: X 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: A B C A B C A B C A B C A B C A B C A B C 1 200 208/120 3 4 CU X X X 1.92. A B C A B C A B C A B C A B C A 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 . 31 33 35 37 39 41 DISPENSER #1 A B C A B 20SWN 2 1.92 39 30 1.92 2.88 SWITCHED NEUTRAL - 1.92 _ 2.88 SPACE ® ®_® 2.88 1.92 - DISPENSER #2 20SWN 2 1.92 ®® 1.92 OPEN DISPLAY CONDENSER 40 SWITCHED NEUTRAL - - 1.92 _ - - - 0.90 SPACE C A B C A B C A B C A B C A B C - - - 0.90 S® 1.00 ®_ WALL HEATER EH -1 20 2 1.00 ®_ 1.00 _® - - 1.00 ®_ ®_ ®__ ®_® ® ® ®__ ® ® ®__® ® ® ®_® ®_® - - - -IIIIIII .. - _ - a -' ,' ,' - - - - ,. C A B C 33 35 37 39 41 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: ® igg::,e♦♦♦0♦♦♦♦♦♦♦♦♦•♦e♦e•e♦♦ ♦e♦ as a.iia A B C A B C A B C A B C A B C A B C A B C ♦♦♦♦♦♦♦♦♦♦♦♦• aa�a.aaaa.aaaa ®® eee♦♦♦♦♦ aae as 1.92 " ♦♦♦Oi♦ee♦♦0♦♦e♦eee♦e♦e♦e♦♦♦♦♦♦♦ aa��a.•a ♦•o♦♦ aa.��aa�aa •♦♦♦♦ e♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ aaaaaaaaa. e♦♦•♦ ee♦♦♦♦♦♦♦♦♦♦♦♦♦♦ eeee♦♦♦♦•♦♦e e♦ ♦♦♦ee♦e♦♦♦♦♦o♦♦♦♦♦e♦♦e♦♦♦♦♦♦♦♦♦ aaaaaeaa aaaaaa saaaaaaaaaaaaaaaaaaaaaaaaaaaa♦ e♦♦ e♦♦eee e♦♦♦e♦♦ aaaa♦ •♦♦e♦♦♦ee•♦♦e♦♦♦♦♦♦♦e♦e•♦♦•o♦♦♦ aa�aa+ i+ ia+ ia�' �+ �+ i�a+ a+ e�i +� +i+a +a +a +a+a+� +a+a +a+a+•+a+ a♦ �♦ a♦ a♦ a��♦ 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 DISPENSER #3 d as U d W U d al U d PG U < Pa U d a1 U d a1 0 20SWN 2 1.92 LOAD (kVA) ♦ ♦ ♦ ♦ 1 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1.92 A B C A B C A B C A B C A B C A B C A B C ® SWITCHED NEUTRAL - - 1.92 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 WALK -IN COOLER 38 40 3 SPACE LOAD (kVA) REC LTG EQP 15.4 HTG KIT ® ® ® - 1.92 _ - DISPENSER #4 20SWN 2 1.92 - - 1.92 REC LTG EQP HTG KIT 4.0 02 50.6 SWITCHED NEUTRAL 3.84 - 1.92 40 3 3.84 3.84 - SPACE - 3.84 3.84 - _ - 3.84 ® ® ®® 3 84 BEER CAVE CONDENSER 40 TOTAL 15.4 3.84 ® ® ®® 3.84 - LOAD (kVA) 3.84 TOTAL 54.8 _ ® __ ® ® ® ® ®_ ®_ ®® ®® 3.84 - - 3.84 LOAD (kVA) 1.44 ICE CUBE CONDENSER 44 20 2 1.44 1.44 _ - REC LTG EQP 15.4 HTG KIT 1.44 1.80 8' OPEN DISPLAY 10 20 1 1.80 REC LTG EQP HTG KIT 4.0 0.2 50.6 ® ®® 0.20 ® HEAT TAPE 020 ®_ 1.00 ®® _® RECEPT: DATA/PHONE BOARD EQUIPMENT 1.00 ®_ 1.00 RECEPT: FUEL DISPENSER EQUIPMENT 1.00 ® ®_ ® ® ® ® ® ® ®__ ®® ®® ®® ®® TOTAL 15.4 TOTAL 54.8 ®_ ® ®_ O0 •• e e0 ► • • 0• 0 :441♦04: • 00 000•0 a000 .0❖a ••• •••••• •• ••• • im 00 •• •• •• ♦ • Po ❖ Manufacturer/Type: Circuit Breaker Typed RECEPTACLES (1ST 10KVA): Remarks: RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 15.36 1.60 kVA kVA kVA kVA kVA kVA kVA kVA Amps 100% kVA 50% kVA 125% kVA 100% 15.36 kVA 100% kVA 65% kVA 25% 1.60 kVA A kVA kVA kVA kVA kVA kVA kVA kVA Amps ` 100% 50% 125% 100% 100% 4.00 100% 020 65% 32.88 25% 6.60 7.7 B 7.7 02 16.7 C 2:0 16.7 : : ; : ;:; : ❖ • • • :• :+;+: ; : ; : ; : ; :; 4 + • ❖: •: P +:• :•: ;:;:;:;:;:::;: ❖ • ❖ • • • • + :•.t.t _ •;e; ; : ; :; * : ; • ❖ • • + • kteet:•_• 15.4 : ; : ; : ; : ; : ; : •: ❖ :♦: ❖: ♦ .t.t.t :•♦O.t.t;» ; ;:;: ;: ;: ;:; ♦ • + +• • e:+ :. :•; T i�:+:+:+ :♦:+il:♦:+ ♦ee ♦V,e♦♦♦ ♦,l +:❖:❖: •i':O❖:+:•i':+:+:M►' 4.0 :+:+:+:♦i+:♦ ♦♦e♦♦♦♦♦♦♦♦♦ 0.2 TOTAL CONNECTED LOAD PER PHASE: 15.36 42.7 DEMAND: 16.96 kVA DEMAND: 47.1 Amperes PHASE A : 7.7 kVA PHASE B: 7.7 kVA PHASE C: kVA W 0 CC J W w0 U' a) Z 0 WI z� <U E o V 0 U Nr 0 L- a .42 0 73 W o - z C a 2 CC W •g ■ 1 3 0 Sep P ANAre en's / Ppi ANp AQ 0lRe 8q) RECEIV [ . CITY OF TUKInnuA nr.T 17 2011 PERMIT CENTER PANEL B LOCATION: BACK ROOM FEED FROM MDP Engineering, L.L.C. LOAD DISTRIBUTION BFI' -1 Ee- LTG -EQP- HTGv -'Ki'E- tKT- ---- ,,----- BoourflON- „- .'- .' -.' -.' qag.#- 70a, '. suOAZYkW 1 200 208/120 3 4 CU X X X A B C A B C A B C A B C A B C A 2.88 1 3 5 7 9 11 13 15 17 _ 19 21 23 25 27 29 31.. WALK -IN FREEZER 39 30 3 2.88 2.88 _ 2.88 .MP: I/OLTS: ilHASE: *IRE: 4US TYPE: *.I.C.: <) f 4.L.O.: fyIAIN CB: <' LUSH: URFACE: < tiND. BAR: ttSO GND: ® ®_® 2.88 - - - 2.88 _ _S_® ® ®® 0.90 OPEN DISPLAY CONDENSER 40 20 3 0.90 0.90 _ - - - 0.90 0.90 - - - - 0.90 S® 1.00 ®_ WALL HEATER EH -1 20 2 1.00 ®_ 1.00 _® - - 1.00 ®_ ®_ ®__ ®_® ® ® ®__ ® ® ®__® ® ® ®_® ®_® - - - -IIIIIII .. - _ - a -' ,' ,' - - - - ,. C A B C 33 35 37 39 41 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: ® ® ® ®® e+ a ♦e ♦:►a0a ♦e ♦� ♦a ♦a /� ♦• ♦� ♦a ♦a ♦a ♦� �a1a♦ a♦ a♦ a♦ �Ia♦ a♦ �♦ a♦ a♦ a��♦ ♦ a♦ a♦•♦•♦•♦ ��•♦ ♦ ♦♦ ♦ a♦ a♦ a♦ a♦ a��♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦♦ ♦ ♦ ♦♦ a♦ a♦ a1a♦ a♦ a♦ a ♦a ♦a ♦a ♦� ♦a ♦a ♦• ♦• ♦a ♦a ♦a ♦a ♦a ♦a ♦a♦ ♦a♦ ♦ 1 ♦ 1 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ • ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ /r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ i► ♦ ♦ ♦ ♦ 1 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ A B C A B C A B C A B C A B C A B C A B C ® ® ®® ®® ®® ®® 3.84 3.84 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 WALK -IN COOLER 38 40 3 3.84 LOAD (kVA) _ ® ® ___® ® ® ® - _ - 3.84 3.84 - - - 3.84 REC LTG EQP HTG KIT 4.0 02 50.6 3.84 WALK -IN COOLER 38 40 3 3.84 3.84 - - 3.84 3.84 - _ - 3.84 ® ® ®® 3 84 BEER CAVE CONDENSER 40 3 3.84 ® ® ®® 3.84 - - 3.84 TOTAL 54.8 _ ® __ ® ® ® ® ®_ ®_ ®® ®® 3.84 - - 3.84 LOAD (kVA) 1.44 ICE CUBE CONDENSER 44 20 2 1.44 1.44 _ - - 1.44 1.80 8' OPEN DISPLAY 10 20 1 1.80 REC LTG EQP HTG KIT 4.0 0.2 50.6 ® ®® 0.20 ® HEAT TAPE 020 ®_ 1.00 ®® _® RECEPT: DATA/PHONE BOARD EQUIPMENT 1.00 ®_ 1.00 RECEPT: FUEL DISPENSER EQUIPMENT 1.00 ® ®_ ® ® ® ® ® ® ®__ ®® ®® ®® ®® TOTAL 54.8 ®_ ® ®_ '•+++ • +++++++•++++++•• +++++++++++ ++• Manufacturer /T e: Circuit Breaker Type: RECEPTACLES (1ST 10KVA): Remarks: RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 4.00 020 50:58 6.60 kVA kVA kVA kVA kVA kVA kVA kVA Amps ` 100% 50% 125% 100% 100% 4.00 100% 020 65% 32.88 25% 6.60 kVA kVA kVA kVA kVA kVA kVA kVA Amperes A 1.0 02 16.7 B 2:0 16.7 C 1.0 17.1 i♦:♦:+: 0+:+:+::;:;1;+:+:+:+:+:♦ ♦♦♦♦♦♦ a ♦ ♦o♦♦ : ❖ :❖:❖ : ❖•i i�:+:+:+ :♦:+il:♦:+ ♦ee ♦V,e♦♦♦ ♦,l +:❖:❖: •i':O❖:+:•i':+:+:M►' 4.0 :+:+:+:♦i+:♦ ♦♦e♦♦♦♦♦♦♦♦♦ 0.2 :♦:+ :+ : +i : ❖ : ❖ :•i 50.6 T TOTAL CONNECTED LOAD PER PHASE: 54.78 152.2 DEMAND: 43.68 DEMAND: 121.3 PHASE A : 17.9 kVA PHASE B: 18.7 kVA PHASE C: 18.1 kVA W 0 CC J W w0 U' a) Z 0 WI z� <U E o V 0 U Nr 0 L- a .42 0 73 W o - z C a 2 CC W •g ■ 1 3 0 Sep P ANAre en's / Ppi ANp AQ 0lRe 8q) RECEIV [ . CITY OF TUKInnuA nr.T 17 2011 PERMIT CENTER z 0 Abossein Engineering, L.L.C. MECHANICAL- ELECTRICAL CIVIL - LEED FIRE ` PROTECTION 2100 112TH AVE. NE BEI LE �VUE WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cservicellabossein.com www.abossein.com z 0 LAYOUT NAME: 0 PLOTTED: Monday, August 22, 2011 — 11:46am FILE NAME: J: \211081 \211081 SECTION 16000 - ELECTRICAL SPECIFICATIONS GENERAL 1. GENERAL CONDITIONS: A. The General Conditions, Supplementary Conditions and Special Conditions are a part of this contract and apply to this section as fully as if repeated herein. 2. SCOPE: A. This section of specifications includes, but is not limited to: B. All labor, tools, appliances, materials and equipment required to furnish and install the complete installation shown on the drawings for this section of the work and /or in the following specifications, including that which is reasonably inferred. 3. CODES AND REGULATIONS: A. All work and materials shall be in accordance with applicable requirements of public authorities having jurisdiction and utilities furnishing services. B. Codes governing this work include but are not limited to the latest approved edition of the following: National Fire Protection Association's National Electrical Code (NEC). Occupational Safety and Health Act (OSHA). Local Ordinances and Regulations. 4. STANDARDS: A. Electrical material and equipment shall have been tested and listed or labeled as conforming to approved published standards by Underwriters Laboratories where such listing or labeling service is available for the class of materials or equipment. Where applicable, listing or labeling shall apply to the complete assembled equipment and not to the components alone. 5. SUBMITTALS: A. Three copies of materials list, shop drawings and data sheets shall be submitted to Architect & /or Construction Manager for review. Submittals shall be made and favorable review secured before material and equipment is installed. B. Materials list shall include fixtures, switchgear, panels, devices, wireways, disconnects, lamps and all other specified or unspecified standard cataloged materials to be used. The list shall include manufacturer, type and such other descriptive data as may be required to determine the acceptability of each item. C. Shop drawings and data sheets for equipment and systems shall be submitted where required in the specification for those items. Include information on each component, wiring diagrams, layouts, dimensions and sufficient other data to establish compliance with the specifications and acceptability of the equipment or system. 6. PERMITS AND DRAWINGS: A. Permits and inspections shall be by the General Contractor. 7. AS -BUILT DRAWINGS: A. On a set of contract drawings, kept at the site during construction, mark all work that is installed differently from that shown, including any revised circuitry, material or equipment. Upon conclusion of work, deliver to Owner's Rep. Construction Manager a set of signed and dated "as- built" drawings. 8. GUARANTEE: A. All work shall be guaranteed for a minimum period of one year from the date of acceptance by the Owner. The guarantee period for certain items shall be longer, as indicated in the specification for those items. B. Should any malfunction develop during the guarantee time period due to defective material, faulty workmanship, or non - compliance with plans, specifications, codes or directions of the Owner, Architect, Engineer or Inspector, the Contractor shall furnish all necessary labor and materials to correct the malfunction with- out additional charges. PRODUCTS 1. PANELBOARDS: A. Panelboards shall be factory assembled circuit breaker type. The number of poles, type, voltage and ampere ratings shall be as indicated on the drawings. Bussing shall be aluminum or copper (see panel schedules). B. Neutral wires shall be connected to a common neutral bus with binding screws or lugs. The neutral bus shall be insulated from the cabinet. Ground wires shall be connected to a common equipment ground bus with binding screws or lugs. The ground bus shall be bonded to the cabinet. C. Cabinets shall be flush mounted. Cabinets shall be constructed of galvanized steel conforming to UL and NEC standards. D. Fronts of cabinets shall be not less than 12 gauge steel fastened with screws in countersunk washers, or with approved concealed spring clamps. Cabinet fronts shall have hinged lockable doors with milled keys (all panels shall be keyed alike) and circuit schedule holders with clear plastic windows. Provide typewritten schedules in holders and submit copies for record purposes. Doors shall be fastened to trim with full length flush hinges. Panel fronts shall be shop painted with 2 coats of primer and a finish coat of gray enamel. E. Special panelboard construction or features shall be as shown on drawings. For circuit breakers, contactors and other equipment to be included as an assembled part of the panelboard, refer to the paragraph where those items are specified. F. All conductor terminals and equipment enclosures shall be U.L. listed for use with minimum 75° C. rated conductors. G. Panelboard directory for each panel shall be neatly typed indicating actural load for each branch circuit. H. Provide signage for all panelboards Sc switchboards warning qualified persons of potential flash hazard as required in N.E.C. 110 2. CIRCUIT BREAKERS: A. Circuit breakers shall be by the same manufacturer that furnishes the main service equipment and panelboards. B. Breakers shall be molded case bolt -on type. Clamp -on, push -on, or plug -in types are not acceptable Removable handle ties and dual, quad or tandem breakers are not acceptable. Mounting hardware, accessories, faceplates and enclosures shall be provided as necessary for the intended use. C. Short circuit interrupting capacity shall be as indicated on the plans and shall in no case be less than 10,000 rms symmetrical amps at the applied voltage. 3. DISCONNECT SWITCHES: A. Switches shall be by Square -D, Cutler Hammer, or equivalent. B. Switches and enclosures shall be general duty. They shall be externally operated, quick -make, blade type, of numbers of poles and rating indicated or required. C. Enclosures shall be NEMA I for dry, interior locations and NEMA 3R for damp, wet or exterior locations. Finish shall be ANSI 61. Covers shall have a defeatable interlock. Operating handles shall be padlockable. D. Short circuit withstand ratings shall be 200,000 rms symmetrical amps. E. Switches shall accept fuses of the rating and UL or NEMA class indicated. F. Submit data sheets of the disconnect switches as required under "Submittals ". G. All conductor terminals and equipment enclosures shall be U.L. listed for use with minimum 75° C. rated conductors. 4. MANUAL MOTOR STARTERS: A. Where shown on the plans, fractional horsepower motors shall toggle type manual starters with thermal overload protection in each phase. Where the motor is out of sight of the switch provide a pilot light in the cover to indicate switch is closed. B. Submit data on starters as required under "Submittals ". 5. SNAP SWITCHES: A. AC general use snap switches shall be toggle handle, quiet operating, premium or heavy duty specification grade, UL listed and verified to meet Federal Specification W -S -896 -d and NEMA heavy duty tests. Color shall be white. B. All switches shall be rated 120/277 volts. For the 20 amp size, HP ratings shall be 1 for 120V and 2 for 240V. C. Switches shall be as listed below: 1. 20A SPST - Hubbell 1221, Leviton 1221 or P & S 521 D. Switches required but not listed shall have equivalent quality as those listed above. 6. RECEPTACLE OUTLETS: A. Receptacle outlets shall be standard NEMA configuration, grounding type. General convenience outlets shall be 20 amp, 125 volt, 2 pole, 3 wire grounding. Outlets shall be UL listed and verified to meet Federal Specification W -C -596 -c and NEMA heavy duty performance tests. B. C. Convenience outlet fronts shall be white. Color shall be brown on wood paneled walls. Confirm color with architect. D. Outlets shall be as listed below: (numbers do not include color designation or options). 20A Convenience - Hubbell 5352, Leviton 5362, or P & S 5362 E. Special outlets, not listed above, shall be standard NEMA configuration for the application shown and shall be of equivalent grade and quality to those listed above. An approved cord cap or plug shall be furnished with each receptacle outlet except general convenience type. Plug shall be of the same grade, quality and manufacturer as the outlet. 7. DEVICE & BOX COVER PLATES: A. Provide a plate for each outlet, receptacle, switch, device and box. B. Plates for flush interior general use shall be white plastic. Color shall be brown on wood paneled walls. Confirm plate colors with architect prior to ordering. C. All plates for exterior use shall be listed and labeled "Suitable for Wet Location while in Use ". D. Ganged devices shall have gang plates exactly matching the arrangement and quantity of devices. E. Special plates, engraving or application shall be as indicated on the drawings or otherwise specified. 8. OUTLET AND JUNCTION BOXES: A. The size of each outlet or junction box shall be determined by the number and sizes of wires and conduits entering the box, per NEC, but shall be not less than 4 -inch square and 1 -1/2 inches deep unless otherwise noted. B. Outlet and junction boxes for interior use shall be galvanized, one -piece pressed or welded steel, knockout type, except where other types of boxes are indicated or specified. In masonry or concrete construction waterproof boxes manufactured for that purpose shall be used. Plastic, fiber or composition boxes will not be permitted. C. Outlet and junction boxes for surface exterior use shall be cast boxes, Crouse -Hinds FS type, or approved equivalent. 9. CONDUITS AND FITTINGS: A. Standard weight rigid metal conduit shall be hot dipped galvanized, All fittings shall be of the screw thread type. Couplings, locknuts, bushings, etc., shall be hot dipped galvanized. B. Electrical metallic tubing (EMT) shall be galvanized. Couplings and connectors shall be galvanized. Fittings shall be compression type with gland sealing rings or set screw type. C. Flexible conduit shall be galvanized steel or aluminum. Where used in damp or wet locations flexible conduit shall be of the liquid -tight type with outer neoprene jacket and suitable liquid -tight fittings. D. Rigid non - metallic conduit shall be PVC Schedule 40, U.L. approved. All couplings, fittings, solvent cement, etc.. 10. WIRE AND CABLE: A. Wire and cable for use on systems of 50 volts to 600 volts shall be 600 volt rated type THW or THHN for branch circuits. Feeders shall be THHN or THWN (see riser). B. Wire and cable for use on systems of below 50 volts shall be 300 volt PVC insulated and suitable for the class of wiring except as otherwise indicated or specified. C. All conductors shall be copper. 11. LIGHTING FIXTURES AND LAMPS: A. Fixtures shall be complete with all required accessories and equipment, including lamps, necessary for a complete installation. Contractor shall receive, unpack, assemble and install fixtures indicated as being furnished by others. B. Fluorescent ballasts shall be CBM, ETL approved, high power factor "P" rated with a sound rating of "A ". Ballasts for interior use shall be high frequency electronic type with a THD of less than 20 %. Fixtures shall comply with local lighting codes. C. 4' fluorescent lamps shall be F32T8 type by Phillips, GE or Sylvania, color as indicated on plans. All A -type lamps shall be 130 volt and 35K temperature rating. D. Verify the ceiling or wall construction, voltage and the mounting requirements of each fixture and provide plaster frames, special flanges, concrete pour housings, boxes, brackets, adapters, hangers, stems, canopys, special ballasts or lenses and other materials necessary to properly purchase and mount the fixture. E.. Submit shop drawings on all fixtures as required under Submittals ". "Shop Drawings" may be catalog data sheets if complete information including mounting hardware is shown and identified. Shop drawings shall include mounting details and show compatibility with the ceiling or other equipment. 12. NAMEPLATES AND LABELS: A. Nameplates shall be provided for circuit breakers in the main switchboard, switches, and to identify each panelboard and similar items which are furnished or installed under this section. B. Nameplates shall be engraved laminated plastic with characters cut through the black top layer to white layer below. 13. TIME SWITCHES: A. Time switches shall be Intermatic or Tork. Type of mounting, poles, voltage, ampacity and arrangement shall be as shown on drawings or required by conditions. Time switches controlling lighting shall have battery backup and any other features shown on the plans or required for proper operation. B. Enclosures shall be NEMA I for interior dry locations. 14. RELAYS: A. Relays for motor control shall be heavy -duty industrial type, mechanically held, with both normally open and closed contacts. B. Submit shop drawings as required under "Submittals ". EXECUTION 1. INSTALLATION AND CONNECTION OF ELECTRICAL EQUIPMENT: A. Equipment furnished by others shall be completely connected to the electrical system except as noted on the drawings. All fuses, breakers and disconnects shall be provided as necessary for proper protection. Provide all flexible conduit, boxes, fittings, receptacles, cords, plugs and other material required for proper installation. Refer to manufacturer's directions where applicable. 2. WORK ON HVAC AND PLUMBING SYSTEMS: A. Complete power circuits, including breakers, switches, disconnects, wire and conduit, outlets and connections to HVAC and plumbing equipment shall be provided under this section. B. Starters and controllers shall be provided under this section except where part of a package unit or panel specified in Division 15. C. HVAC and plumbing control and interlock wiring regardless of voltage, and conduits for same, will be wired and connected under this section. 3. INSTALLATION OF CONDUIT: A. Standard weight rigid metal conduit shall be used where exposed to the weather, placed underground below concrete slab, in concrete or masonry construction in contact with earth, and where shown on the plans. B. Galvanized steel electrical metallic tubing shall be used in above ground, interior, dry locations protected from weather and physical damage, and may be used in concrete or masonry construction not in contact with earth. C. Flexible metallic conduit shall be used where shown on the plans and to connect conduit systems to motors, direct wired and vibrating equipment and as a final connection to lighting fixtures (6' max) in accessible ceilings. It may be used as a wiring system instead of EMT in interior walls only (dry frame or stud construction). D. Liquidtight flexible metal conduit shall be used for final electrical connections to roof top or other equipment exposed to the enviornment. E. Rigid non - metallic conduit may be used for all underslab or underground work in place of standard weight rigid metal and where specifically specified. All runs of rigid non - metallic conduit shall contain a separate green ground wire adequately sized for service intended. Where required to continue above slab, stub non - metallic conduit 6" above slab then make proper transition to metal conduit. F. All rigid steel conduit installed in the ground shall be wrapped with Hunt's Process No. 3, PVC coated or encased in 3" concrete on all sides. G. The minimum sizes of conduit shall be code size for the number and size of conductors, unless a larger size is shown, in which case such larger size shall be used. H. All final connections to motors shall be flexible metal conduit and as shown on drawings. I. Where portions of raceways or sleeves enter areas such as cold storage or where passing from the interior to the exterior of a building, the raceway or sleeve shall be filled with an approved material to prevent the circulation of warm air to a cooler section of the raceway or sleeve. 4. INSTALLATION AND CONNECTION OF WIRING: A. No Romex cable will be permitted on this project. All wiring shall be installed in conduit, wireways, or gutters, except where other raceway systems or methods are specifically shown. B. Clean out and dry all conduit and wireways before pulling any wires. Use no lubricant except as recommended by the wire or cable manufacturer. C. Make all connections and splices necessary to properly complete the electrical wiring. Connections and splices shall be made only in pull, junction or outlet boxes, or in switchboards, wireways or panels having sufficient code sized gutter space. Connections and splices in wires smaller than No. 6 AWG shall be made with spring type connectors, and in wires No. 6 AWG and larger shall be made with compression, vise type, or split bolt solderless connectors, insulated and taped. 5. TELEPHONE SYSTEM: A. Furnish and install complete conduit and terminal system for telephone services as indicated on drawings. B. Install a 1/8 -inch polyethylene pull -in wire in each conduit run. C. Telephone wall outlets shall be 4 -11/16 inch square by 2 -1/8 inch deep metal boxes, with plaster ring and single bushed outlet flush telephone plate. D. Furnish and install 3/4 -inch conduit from the telephone equipment room main telephone backboard to nearest accessible cold water ground. *This conduit should be terminated in such a manner that access to grounding device may be had at any time in the future. * -Per NEC 250 & NEC 800 6. GROUNDING: A. Make good mechanical and electrical contact at all poles, panelboards, switchboards, outlet boxes, junction boxes, and wherever the conduit run is connected. Permanently and effectively ground all conduit, fixtures, motors and other equipment as required by all applicable codes, regulations and standards. NEC 250 7. CLEANING AND PROTECTION OF PRODUCTS AND PREMISES: A. At frequent intervals during the time of construction, the Contractor shall clean up after his work and remove his debris from the premises, leaving the building and grounds clean to the Owner's satisfaction. B. The Contractor shall take all necessary precautions to protect all materials, equipment and property, whether electrical or not, from damage as a result of his work. 8. CHECKING AND TESTING OF EQUIPMENT AND SYSTEMS: A. Panels, disconnects, starters and other equipment installed under this section shall be inspected for defects and tested for proper operation. B. Systems shall be tested for short circuits, open circuits and wrong connections and shall be free from mechanical and electrical defects. Circuits shall be tested for proper neutral and ground connections. 9. TEMPORARY CONSTRUCTION POWER & TELEPHONE: A. Electrical Contractor shall provide all labor, cost and materials required for installation and maintenance of temporary construction power and telephone. Construction power shall be minimum of 100A, 120/208V /1 phase, 4W, with provisions for one 50A, 208V, 2P, 4W grounding receptacle and four 120V, 20A, 1P receptacles. 10. SUBSTITUTIONS: A. Alternative manufacturer's will be considered for electrical devices, switches, outlets, etc. not provided by owner. B. Catalogs, data sheets or shop drawings shall be submitted to the construction manager for all alternative manufactured equipment as required under "Submittals ". The Fire Alarm system is "Design Build" by the successful Electrical Contractor along with their FA system equipment supplier /subcontractor and must meet all requirements for all applicable codes and Authority Having Jurisdiction. Drawings provided in the bid package are generic FA requirements and are not to be considered design documents. The bid package drawings do not indicate specific local requirements, the number of actual devices or exact final locations required to satisfy inspecting Authority. Bidders will contact the inspection and plan review before bid preparation. Certain Owner requirements defined within the FA specifications may have more stringent fire safety and device requirements than that required by the AHJ. When there is a conflict between Owner requirements and the AHJ requirements, the most stringent of the two which is not in violation of any enforcable code of jurisdiction shall be included in the "Design Build" package. Bidders shall include all components wiring, and shop drawings for a complete "turn key" system. No additonal charges will be considered for any required FA components or wiring which was not included in the original FA bid. S614, "1pp 064 arru u► AUG 2's 2011 PERMIT CENTER 0 7) • Y U 0 0 z X00 (/) # 1- OW CC Z 1- 0 < UN co Q CO O 0 D W co p U Q - � co p F cc G D 0 0 0 U V. J 0 awe U CC ° 0 Z" Q c o U w v W 0 0 0 0 (1) •c 0 X a 0 i �n a a 0 n II I 11 co 0 M m m m 3 0 0 00 0 0 18215 72ND AVENUE SOUTH -W CIO O)ONE Zz � � N W z� z �zs W W Q ! I z ANN z ~ � � W Y�� UV=) 0 Oz 0 T 0 r u) O W Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEIJ,EVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroicellabossein.com www.abossein.com 0 0 0 0 (1) •c 0 X a 0 i �n a a 0 n II I 11 co 0 M m m m 3 0 0 00 0 0 18215 72ND AVENUE SOUTH -W CIO O)ONE Zz � � N W z� z �zs W W Q ! I z ANN z ~ � � W Y�� UV=) 0 Oz 0 T 0 r u) O W E N LAYOUT NAME: Layoutl PLOTTED: Thursday, August 18, 2011 FILE NAME: J: \211081 \21 11081 MO i .dwg GENERAL NOTES 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 2) ALL AIR - CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP FOR THE CONDENSATE PAN WITH PLUG TEES FOR CLEANING AND CONDENSATE PIPES SHALL BE DISCHARGED TO EXISTING CONDENSATE WASTE PIPING. VERIFY SIZE AND LOCATION AT SITE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REFLECTED CEILING AND LIGHTING PLANS. 4) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 5) ALL FIRE RATED STRUCTURE SHALL BE FIRE DAMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 6) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 7) ALL VOLUME DAMPERS IN NON- ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ( "YOUNG REGULATOR" BOWDEN CABLE, ROTOTWIST OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WITH THE ARCHITECT. 8) ALL 90 DEGREE TRUNK DUCT ELBOWS SHALL BE SMOOTH -ROUND OR SQUARE WITH TURNING VANES. 9) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WITH THE STRUCTURE. 10) MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 6' OR AS SHOWN ON DRAWINGS. 11) ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. 12) ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 13) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCLUDING PIPING AND DUCTWORK). 14) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 15) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER /ENGINEER'S FINAL ACCEPTANCE. 16) HVAC NOTES: A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIRE PROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC. OR APPROVED EQUAL. B) ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO "ATCO -70 SERIES" (MIN. POS. PRESS. = 6" W.G., NEG. PRESS = 0.75" W.C.). FLEXIBLE DUCTS AND CONNECTORS SHALL BE U.L. 181 LISTED AND MEET ALL REQUIREMENTS OF IMC 603.6. D) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNA RECOMMENDATIONS. F) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. G) ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. H) DUCTS - SHEET METAL DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL VALUE OF SOUND LINING). 1. SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF SOUNDLINED, OTHERWISE 1" THICK K = 0.23 ® 75 DEGREES F. 2. SUPPLY AIR DUCTS IN NON- HEATED SPACE; APPROXIMATELY 3" THICK K =0.23 © 75 DEGREES F., TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R -11. 3. SUPPLY AIR DUCTS OUTSIDE OF BUILDING SAME AS CONDITIONED SPACE EXCEPT WITH WEATHERPROOF BARRIER. 4. RETURN AIR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AIR DUCTS. 5. EXHAUST AIR DUCTS; NO INSULATION REQUIRED. 6. INDOOR DUCTS HANDLING OUTSIDE AIR SHALL HAVE FIBERGLASS BLANKET WITH VAPOR BARRIER JACKET ASJ, 1" THICK, K = 0.23 © 75 DEGREES F. (ALL DUCTWORK FOR THE BUILDING SUPPLY FAN AND OUTSIDE AIR INTAKES TO INDIVIDUAL HEAT PUMPS). 17) DUCTWORK ALL DUCT SIZES SHOWN ON PLANS INDICATED INSIDE FREE AREA. ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. A. INSTALL ALL DUCTWORK IN COMPLETE CONFORMANCE WITH RECOMMENDED CONSTRUCTION STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. MINIMUM SHEET METAL THICKNESS SHALL BE 26 GA. 8. ALL DUCT JOINTS LONGITUDINAL AND TRANSVERSE ARE TO BE SEALED USING 181A OR 181B LISTED TAPES AND MASTICS. MECHANICAL FASTENERS MUST BE USED TO FASTEN DUCTS. C. STRAP HANGERS SHALL NOT BE LESS THAN 1" BY 1/8" THICK ON SIX (6) FOOT CENTERS AND ATTACHED TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLEXIBLE DUCT MAY BE USED FOR LOW PRESSURE RUN OUTS TO INDIVIDUAL DIFFUSERS IN LENGTHS NOT TO EXCEED FIVE (5) FEET FOR EACH DIFFUSER. SEAL ALL SHEET METAL SCREW PENETRATIONS. D. ALL RECTANGULAR AND ROUND SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM THICKNESS THAT CONFORMS TO THE STANDARD OF THE LOCAL CODE AND SHALL AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET W /ALL JOINTS TAPED AND SEALED. FRESH AIR DUCT SHALL HAVE 2" INTERNAL DUCT LINER FROM POINT OF OUTSIDE AIR CONNECTION TO POINT OF CONNECTION AT PLENUM BOX OR MIXING BOX. ALL EXPOSED SPIRAL DUCT SHALL HAVE INTERNAL DUCT LINER. E. ALL INSULATION, JOINING MATERIALS, SEALER, ETC.. SHALL HAVE A U.L. FLAME SPREAD CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE THAN 50. 18) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE THE EXACT LOCATION OF DUCTWORK WITHIN THE STRUCTURE WITH STRUCTURAL AND GENERAL CONTRACTOR PRIOR TO INSTALLATION OF ANY STRUCTURE OR EQUIPMENT. 19) ALL DUCT PENETRATIONS THROUGH RATED ENCLOSURES SHALL BE FIRE AND /OR SMOKE DAMPERED. 20) ALL ROOF PENETRATIONS SHALL BE MIN. OF 5 FEET AWAY FROM THE 2 -HR AREA SEPARATION WALLS. ALL PIPE, DUCT AND CONDUIT PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE AND SMOKE STOPPED PER CODE. 21) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCL. PIPING AND DUCTWORK). 22) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). NOTIFY THE ENGINEER 48 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION PRIOR TO COVERING UP THE CEILING. 23) EACH FAN UNIT OVER 2000 CFM SHALL HAVE A DUCT /SMOKE DETECTOR PER 2009 IMC 606 IN RETURN DUCTS AS REQUIRED BY THE JURISDICTIONS. UNIT SHALL SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FIRE ALARM CONSULTANT /CONTRACTOR PRIOR TO BIDDING/ CONSTRUCTION). 24) CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 25) ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 26) ENTIRE INSTALLATION OF ALL EQUIPMENT, CONTROL, PIPING, DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 27) MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HIS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. 28) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 29) MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 30) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE AIR - BALANCING AND PUT ALL MECHANICAL SYSTEMS IN OPERATION AND SUBMIT MINIMUM 4 COPIES OF BALANCING REPORTS TO THE OWNER /ARCHITECT. GAS ROOFTOP AIR - CONDITIONING SCHEDULE DESIGNATION: AC -1 AC -2 ZONE: TRAINING CENTER STORE MANUFACTURER: TRANE TRANE MODEL: YSC -036 YSC -092 DISCHARGE: DOWN DOWN GAS TYPE: NAT. NAT. NOMINAL TONS OF CLG 3.0 7.5 COOLING © ARI (MBH): 37.15 94.0 S. E. E. R: 13.0 11.2 IPLV - -- 12.5 HEATING INPUT (MBH): 60.0 120 HEATING OUTPUT (MBH): 48.0 96.2 AFUE: (STEADY STATE) (80 %) (80 %) FAN MOTOR DRIVE: BELT BELT CFM: 1200 3000 E.S.P. (IN -H20): .60" .60" INDOOR FAN (HP): 1.0 1.0 OUTDOOR FAN(FLA): 2.0 4.0 COMPRESSOR RLA /LRA: 11.5/77 16.0/91 COMB. FAN (FLA): .60 .60 MCA /MOCP 21.4/30 41.2/50 VOLTAGE: 208 208 PHASE: 3 3 WEIGHT (LBS): 600 1150 NOTES: (1) (2) (1) WITH R -410A REFRIGERANT, 100% MODULATING ENTHALPY ECONOMIZER, CRANKCASE HEATER, COMPRESSOR SHORT CYCLE PROTECTION, TIME GUARD, SINGLE POINT CONNECTION, WEATHER HOOD, ALL STANDARD SAFETY DEVICES, HIGH AND LOW PRESSURE SWITCHES, BAROMETRIC RELIEF, FACTORY ROOF CURB, FILTER RACK AND 2" PLEATED FILTERS. (2) WITH R -410A REFRIGERANT, 100% MODULATING ENTHALPY ECONOMIZER, CRANKCASE HEATER, COMPRESSOR SHORT CYCLE PROTECTION, TIME GUARD, SINGLE POINT CONNECTION, WEATHER HOOD, ALL STANDARD SAFETY DEVICES, HIGH AND LOW PRESSURE SWITCHES, POWER EXHAUST, FACTORY ROOF CURB, FILTER RACK AND 2" PLEATED FILTERS. SHEETMETAL BOOT FLEX DUCT GRILLE DROP. CEIL'G, COORD. WITH ARCH'L FRAME TO SUIT CLG. (TYP.) CEILING RETURN GRILLE DETAIL NO SCALE M1.0 EXHAUST FAN SCHEDULE DESIGNATION: EF -1 ZONE: TOILET ROOM MANUF.: BROAN MODEL: L100 TYPE: CEILING DRIVE: DIRECT CFM: 109 E.S.P. (IN -H20): 0.125" SONES: 0.9 HP IFLA }: €1.1 i VOLTAGE: 120 PHASE: 1 WEIGHT: FD REMARKS: (1)(2) (1) SOURCE SPECIFIC FAN SHALL BE AMCA 210 OR HVI 916. (2) CONTROLLED BY LIGHT SWITCH. Minimum Outside Air Ventilation Schedule SYMBOL ABBREVIATION DESCRIPTION QT /® T'STAT /SENSOR THERMOSTAT /SENSOR SPECIFICATIONS ; :; __ DUCTWORK W/ TURNING VANE AND FLEX CONN. J VD VOLUME DAMPER -- RIGID DUCT -- FLEXIBLE DUCT Ventilation n Rate per 2009 IMC 403 based on Std. 62.1 -2007 p ( 62.1-2007) -- ROUND SPIN -IN WITH V.D. --4 FD FIRE DAMPER -1 Equip. Tag Zone Occupancy Category Area (sf) People Outdoor Air Rate (cfm /person) Table 403.3 Zone Population. Number of people in space.* Area Outdoor Air Rate (cfm /sf) (Table 403.3) Occupant Density ( # /1000sf) Breathing Zone Outdoor Air Flow Vbz /(CFM) Zone Air Distribution Effectiveness Ez (Table 403.3.1.2) Zone Outdoor Air Flow (Voz /(CFM) System Ventilation Efficiency Ev (Table 403.3.2.3.2 Minimum Outdoor Air Intake Flow Vot /(CFM) Proposesd Design Outdoor Air Intake Flow Vot /(CFM) AC -1 Retail Retail 1757 7.5 26 0.12 15 405.84 1.00 405.84 0.90 365 370 AC -1 Back Room Storage Rms 264 0.0 0 0.12 0 31.68 1.00 31.68 0.90 29 30 AC -1 Offices Office spaces 42 5.0 1 0.06 7 7.52 1.00 7.52 0.90 7 10 Total 401 410 AC -2 Classroom Classroom* 747 10.0 20 0.06 35 244.82 1.00 244.82 0.90 220 220 - Total 220 220 * In some cases occupancy is Tess than maximums as allowed per403.3 exception, in no case shall the occupancy be less than one half per Table 403.3. 1 USE SMOOTH RADIUS SHEET METAL. ELBOW WHERE 12" STRAIGHT FLEX IS NOT FEASIBLE MAINTAIN 12" OF STRAIGH FLEX DUCT BEFORE CONN TO DIFFUSER 1 STRAIGHTENING GRID AiIIIIIIIIIIIIIIIIIIIII. /O /IIII/ \\" \\ FLEX DUCT ADAPTER WHERE APPLICABLE DIFFUSER CEIL'G (COORD. WITH ARCH'L) FRAME TO SUIT CLG. (TYP.) CEILING DIFFUSER DETAIL / B NO SCALE M1.0 ROOF TOP A.C. UNIT (TYPICAL) DISCONNECT PER N.E.C. & ELEC'L BY OTHERS ROOF CURB BY UNIT MANUFACTURER ROOF SUPPLY AIR DUCT 1" SOUND LINED SH'T MTL FLEXIBLE CONN. •Pd' ECONOMIZER AIR INTAKE HOOD AND RELIEF AIR OPTION SHALL BE FACTORY PROVIDED BY A.C. UNIT MANUFACTURER (OR MIN. O.S.A. HOOD PER EQUIP SCHEDULE) GAS COCK & UNION FULL SIZE PVC SCH. #40 DRAIN PIPE AND TRAP (MIN. 3" SEAL) [TRAP NOT REQUIRED WITH UNITS INTERNALLY TRAPPED] ROOF PITCH A/C SCHEMATIC DETAIL GAS GAS PIPING ON ROOF 6" DIRT LEG THROUGH THE CURB SERVICE ROOF JOIST RETURN AIR DUCT NOTE: THIS DETAIL IS DIAGRAMMATIC ONLY. EXACT UNIT CONFIGURATION(S) MAY VARY. NO SCALE D� M ATTACH TO CURB 4 - #10 X 1/2" TEK SCREWS SELF TAPPING FASTENER W/ NEOPRENE GASKET ® 8" O.C. CANT STRIP NOTE: DOWNHILL SIDE OF CURB TO BE SEALED WITH RUBBER STRAPPING, UPHILL SIDE TO BE ADDITIONALLY SEALED WITH SILICONE MASTIC PER ROOFING MANUFACTURER'S RECOMMENDATIONS HVAC UNIT 1" THICK VIBREX "RF" PAD. CONTINUOUS MOUNTING FRAME OF UNIT HOLD DOWN, LOCATE CENTER OF HOLD DOWN WITHIN 12" FROM END OF THE CURB, FASTEN TO THE CURB AND UNIT BASE RAIL WITH 4 - #10 X 1/2" TEK SCREWS COUNTER FLASHING RIGID INSULATION 2" THICK ACOUSTICAL LINING FLASHING (RUN BELOW ROOF MEMBRANE) ROOF MEMBRANE SEISMIC BRACE FOR ROOFTOP UNIT C NO SCALE M1.0 ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) DAMPER SHALL MEET THE LEAKAGE RATE AND CONTROLS PER 1412.4.1 WSEC. 3) WHEN A HEAT PUMP IS INSTALLED THE EQUIPMENT SHALL MEET THE HEAT PUMP CONTROLS REQUIREMENT OF 1412.5 WSEC. 4) EACH AIR SUPPLY OUTLET, AIR OR WATER TERMINAL DEVICE SHALL HAVE A MEANS FOR BALANCING PER 1412.7 5) SYSTEMS THAT SERVES ZONES WITH DIFFERENT USES AS DEFINED PER TABLE 15 -1 SHALL INCLUDE SETBACK AND SHUT -OFF FEATURES PER 1432.1 WSEC. 6) WHEN ECONOMIZER ARE REQUIRED THE ECONOMIZER SHALL BE CAPABLE OF MODULATING OUTSIDE AIR AND RETURN AIR DAMPERS OF THE 100% DESIGN SUPPLY AND ALSO SHALL PROVIDE A MEANS OF RELIEF DURING THE ECONOMIZER CYCLE. IN ADDITIONS THE CONTROLS SHALL ALLOW ECONOMIZER OPERATION WHEN MECHANICAL COOLING IS REQUIRED SIMULTANEOUSLY FOR PROVIDING PARTIAL COOLING PER 1413.1 AND 1413.3 WSEC. 7) HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLE 14 -1, 14 -2 AND 14 -3 OF THE WSEC. 8) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. DUCT INSULATION, TESTING AND SEALING SHALL BE PER 1414.1 AND 1414.2 WSEC AND PER TABLE 14 -5 WSEC. PIPING INSULATION SHALL MEET THE REQUIREMENTS OF TABLE 14 -6 9) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC. 10) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 11) CONTRACTOR SHALL SUBMIT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER WSEC AND PER COMMISSIONING COMPLIANCE CHECKLIST FIGURE 14B. 12) WHEN ELECTRIC WATER HEATER ARE PRESENT THEN R10 SHALL BE PROVIDED UNDER TANK PER 1441. LEGEND SYMBOL ABBREVIATION DESCRIPTION QT /® T'STAT /SENSOR THERMOSTAT /SENSOR SPECIFICATIONS ; :; __ DUCTWORK W/ TURNING VANE AND FLEX CONN. J VD VOLUME DAMPER -- RIGID DUCT -- FLEXIBLE DUCT -- ROUND SPIN -IN WITH V.D. --4 FD FIRE DAMPER -1 SFD SMOKE FIRE DAMPER . CFD CEILING RADIATION FIRE DAMPER QO CD ROUND CEILING DIFFUSER OO CG ROUND CEILING GRILLE CD SQUARE CEILING DIFFUSER CG SQUARE CEILING GRILLE CD CONDENSATE DRAIN LINE -CD 'I -- SMOKE DUCT DETECTOR A.F.F. ABOVE FINISHED FLOOR / / / /// (D) DEMOLITION WORK (E) EXISTING DUCTWORK (N) NEW DUCTWORK POINT OF CONNECTION PLAN INDEX M1.0 GENERAL NOTES, SCHEDULES AND LEGEND M2.0 FLOOR PLAN - HVAC M3.0 SPECIFICATIONS PERMIT AND APPROVAL REQUIRED AUG ?3201i PERMIT CENTER c 0 0. 0 0 0 0 z JACKSON STORE #631 Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cseroice@@abossein.com www.abossein.com CNI icr 01 00 0 Z CC W E 0 0 03 L 0 03 0 0 c 0 03 0 co t 0 I 0 0 .0 0 • Designed — E 0 m Y m .0 0 0 re) 0 rte. 0 0 18215 72ND AVENUE SOUTH O N Off) cp H Z (NI Y v _w CD Z j Z � as gw C7 O cc Z w w Z U O Z wE J 5 0 (1) E 0 00 •%i 0 N co T 0 0 1- 0 w 0 a 0 T J w z z 0 _g FILE NAME: J: \211081 \21,1081 M02.dwg KEYED NOTES: 0 A/C UNIT ON ROOF, COORDINATE W /STRUCTURAL. MOUNT UNIT ON ROOF W /ROOF CURB. COORDINATE WITH G.C. FOR USING COMPATIBLE ROOF MATERIALS AND SEALANTS FOR ROOF CURB INSTALLATION, ROOF CURB INSTALLATION SHALL BE MADE W ATERTIGHT. ADD RIGID INSULATION BELOW COMPRESSOR SECTION IN ORDER TO CONTROL CONDENSATION FORMATION FROM ACCUMULATING ONTO THE FRAMING OR CEILING STRUCTURE. 1" SOUNDLINING FOR SUPPLY AIR AND RETURN AIR DROPS. SOUNDLINE E FOR THE FIRST 10 FT, ROUTE DUCTWORK ABOVE N CEILING SPACE. VERIFY EXACT LOCATIONS OF JOISTS AND JOIST SPACING AT SITE IN ORDER TO INSTALL THE DUCTS BETWEEN THE STRUCTURE. TRANSITION AT THE UNIT OPENING AS REQUIRED. (TYP.) SUPPLY DUCT AND RETURN DUCT WITH 1" EXTERIOR INSULATION (MIN. R -4) SPIN -IN VOLUME DAMPER (TYPICAL) FLEX DUCT - MAIXIMUM 6 FT. (TYP.) 7 -DAY PROGRAMMABLE WSEC COMPLIANT T'STAT WITH SUB -BASE O6 "0 DUCT UP TO ROOF CAP. TERMINATE A MINIMUM OF 10 FT. AWAY FROM HVAC UNIT OUTSIDE AIR INTAKE. MAINTAIN MAXIMUM DISTANCE POSSIBLE BLE FROM ROOF CANTS AND 1 FT MINIMUM FROM ROOF PARAPET. • DUCTWORK INSTALLED ABOVE CEILING SPACE. INSTALLATION SHALL BE PER SMACNA "HVAC DUCT CONSTRUCTION STANDARDS ", LATEST EDITION (TYPICAL). O I SEE AIR DISTRIBUTION SCHEDULE, THIS SHEET. (TYP.). • SEE DIFFUSER AND RETURN GRILLE DETAIL A /M1.0 & B /M1.0. (TYP.). OK SEE MOUNTING DETAIL C /M1.0 & D /M1.0. (TYP.). OOUTLINE OF UNIT ON ROOF CURB, COORDINATE WITH STRUCTURAL - AND COORDINATE WITH SUPPORT. SEE DETAILS ON SHEET "M-1" FOR P ARCHITECTURAL AND STRUCTURAL. OSMOKE DUCT DETECTOR IN RETURN AIR - DETECTOR SHALL SHUT DOWN SUPPLY AIR FAN UPON SMOKE DETECTION. COORDINATE U WITH FIRE ALARM AND ELECTRICAL CONTRACTOR. l r. E____ LOS 11 � 1 TYPE n `� CFM NECK SIZE KRUEGER MODEL � .P `�r�r� A €r■u PER PLAN PER BELOW 6200 PCS PERFORATED B SOLID CEILING DIFFUSER PER PLAN PER BELOW ■� _ - - _ - - AIR DIST. 4 -WAY UNLESS SHOWN OTHERWISE ��.7 _ �n SOLID CLG. RETURN /EXH. GRILLES PER PLAN PER BELOW � , - _ -___._ p� BOTTOM /TOP WALL GRILLE �'��•°,.." rutlall�a'e �' � "• _ TOP WALL REGISTER PER PLAN PER BELOW I■■1� ith. _ ,� �� 300RS i Cli x E ,..■r■�i. 0 PER PLAN .�..;.� �• :•r.�+„e,!. -vs—a' ���_w _.__.. -.. �. r :• ; :• :.•.= �T : ��:..... x �, :., r ..� ... _.. ,...,. ,_. .... " t.. :. �:-,:... III �.. r : :: �.• ., :- ...�..•� ., n� � : $- I •� �■ PER PLAN _. VC ilr -`t_ �r rllfi�ruili'I ■ a • r a� � m. NECK NECK NECK NECK NECK SIZE (ROUND) 1fl11 CFM (MAX) 1111 1!!111 illlil TYPE- D (880H) 1111 i! Ir 111! 35 111! 6 X 6 6 X 6 1. Itil 6 X 1111 5" 36 60 �T�" � 6 X 6 6 X 6 rrr 6 .IA \a r��l. 95 6 X 6 bail rrr\ 6 X 6 t af.! fi - �, '`' o 145 6 X 6 6 X 6 11P 8 X 6 1 �_ 11111 8" 146 1111 1 ■•1 1111 10X 6 10X 6 _ -- _ - - 9" 201 I 10 X 10 9 X 9 1i:. 10 X 6 on' 1 no 281 380 10 X 10 I I 18 X 8 12 X 10 12" k 11 12 X 12 40CFMt 18 X 10 M \ 10 14" 601 900 15 X 15 15 X 15 24 X 12 28 X 10 24 X 11111 0U11 1 1300 24 X 18 . 24 X 18 18" 1301 1750 24 X 24 36 X 16 24 X 24 MI U,.0'` 2045 1111: 24 X 24 24 X 24 ; 2310 _ - C 30 X 24 22" ____ 3000 4 30 X 30 C 11111 lin 1!1111 ill!! 1111 1N1i 1 111 ENALK -IN ' :OCF -}E -A : ______.___ -_ ..,��� ; ISM � : _ -- 24x bin- s -� I II; ■ _ _ ____ _ _ �t ' II II i r C (C� LER sr 1• _ __!'� ___ _. ._. -- -._. ._ ; - 110 0 . ;: .. I Fr4 LIIVM Olt -A ''�� I .'N.N. 18X12 r, :. 2 1 '''a' :., f (1 It 111 1 f ! 11 ICI 1 t -��,+' '. �: f kP , ?I 1-y�1� i i iit1 L:':: -1 _ = II !�� ,�;�Il,�l►j:.�!�,�. -11111177111.. illimm., = 1 ,_ �I �� �! ♦•. >• n �� =�f 1_.� <:_ MEW - C�.� n rwwu(n■sarsd Sit :______1 .1.�_ -_ - i f s / f j (1 I j 11 II 1 , ' Oi -' ; �•* / �v r..ci: --� .._. I✓tlll °'^ i l.fl� - 11 - s _ - ` `{ F, I - �- , t O CFM — A M '` - •'__.. ���� ._._ ...� Ii: �.+ ,r. , i 10. -(7;i � ..•• _ . ® 1- a,■; 1�= ,w41,1t�� , ,_ iriHtt 11111' i`. =� t',. ME ai • �!/,� i .._ 7 11 111 7iI t;/;lllyl,r� { it 4► -. ._. __.. .. ..__.- �: � _.�. .fafi 1- I ,. 1 (0 ROOF ■ �r : N. ///// 1 M 1ik1A °-�--�- WIIIIIM �W — r. X12- I A l ' 9 -. © I % (ON '00F) 18OCFM . — !�` 0 0_ I �- .. .. AI- : .,� +;? rL 1a1 .. :+ i' 11 I it I ' f II OM ETIl wi >. .. 280C A — ° ». , j_ -" r 1► // Y...1 i I°1 q 1 ; i 110 11 , -. _ CO I= �- L41 f 360CF, - € 48x24 3000C M E 0 6 r- `1.1a 0 0.0 11r1a1►� I 1 1_ "� If 1 -, yry 100 ! I i • ; ., ,:.. :�- •„ 1 .. S{ i. "� I ;. iI� I1 _ _ ___� �' t 1 I , 1 I I 1 ,r L f all ■ ; . ; \\ / I1 ; 1 l SIr IEI f 0 • I I - -IN 0 T!_ _ •• ,� WALK i I I I r. 1 ` �-._ ' _ -� f \,\ 14` \.\ �/ I Timi —.�,. ri.....rl II t 1 A i!,� 1�1 -_ OGLER I = 11 I I 116x14 ! ` 1 IB ,' . I �� i l -ems "0 a m _ __ ___ _ -_ - - -- m. 1 Sf�L� 1 IP e ",s m -____ _ -_ a ___ __ f-. i i i i a ,� `I", • _ __ -.._ M MI 10 - -_ -_e_ _ ; 10 1 i_ 1�� (' _ - A » 10 0 I A . e • • �' _ I FIA' >. .. ". 1 ' raN1 II u E 1' _ - --�; I II I I I 2180 FMS � I 8 • FMS A , �, . I �S OCFt�' IA- -_ \\ ., \, i 1 A I' , 1 8 1 OCFM, 1 � € I � H f W i , ( 10 �1I I 1 / — % 1 R �� I I =� »0 10 "0 "0 MEN'S % � „ L�r 8 —� j CO ~ -~ I + B \\� - f ' I X11 1 ~ •OCF�I `�; 6 '� - 1 11 11 I I ,..- WA REED ..;...... ���■� , �� 18 K -IN ER 3 I. f rIl, 1- >>' 1 1, j'; ,_ E!' 1_ 1 -i . ;,'` \\ \\ H f' I / a 7 `/ \ \>-. r L I.!� A i 1200 M -A I _ ... A "" t, ,^. I1 - - -- I I w 11 lI.____ r I 1 i �, ......... ®1 1111. — __- -_. --- © 1 it ► .__ --. -. ___.._._- ____._ _____. 480CFM 10, .____ ._.. - ` A r _._.__...._._.... - - - -- -- -_ M V,'V1 M€ 'fiE `. 1�, .r.. J8 - - -._. - - 0CFMTA . - "� — : — = � 1 / ' — II , I I; , I : y f / 5•CFM- /f 1.+►11t allftM ,., . ._ . ...._......._.,__r..._..__._... ...= rr,... r:...,..._....._...... ....r..:_..:,.�r.._...,:......, ______ . '..r:.MI::::,..r..;..:.: .... >" [ ----/ u u .r- ' ! f AIR DISTRIBUTION SCHEDULE TYPE DESCRIPTION CFM NECK SIZE KRUEGER MODEL TITUS MODEL REMARKS A T -BAR DIFFUSER PER PLAN PER BELOW 6200 PCS PERFORATED B SOLID CEILING DIFFUSER PER PLAN PER BELOW SH TDC AIR DIST. 4 -WAY UNLESS SHOWN OTHERWISE C SOLID CLG. RETURN /EXH. GRILLES PER PLAN PER BELOW S8OH 350RL BOTTOM /TOP WALL GRILLE D TOP WALL REGISTER PER PLAN PER BELOW 880H 300RS E T -BAR RETURN /EXHAUST GRILLE PER PLAN PER BELOW EGC5 50F3 F LINEAR SLOT DIFFUSER PER PLAN 48" - 2 SLOTS (1" SLOT) 1950 ML39 G LINEAR SLOT DIFFUSER PER PLAN 48" - 2 SLOTS (1" SLOT) PTBS MPI DUCT SIZE FEEDING THE AIR DISTRIBUTION NECK NECK NECK NECK NECK SIZE (ROUND) CFM (MIN.) CFM (MAX) TYPE- A (6200) TYPE- B (SH) TYPE- C (S8OH) TYPE- D (880H) TYPE- E (EGC5) 4" 0 35 6 X 6 6 X 6 6 X 6 6 X 6 6 X 6 5" 36 60 6 X 6 6 X 6 6 X 6 6 X 6 6 X 6 6" 61 95 6 X 6 6 X 6 6 X 6 6 X 6 6 X 6 7" 96 145 6 X 6 6 X 6 8 X 6 8 X 6 8 X 6 8" 146 200 6X6 6X6 10X 6 10X 6 10X 6 9" 201 280 10 X 10 9 X 9 10 X 6 10 X 6 10 X 6 10" 281 380 10 X 10 9 X 9 12 X 10 18 X 8 12 X 10 12" 381 600 12 X 12 12 X 12 18 X 10 20 X 8 18 X 10 14" 601 900 15 X 15 15 X 15 24 X 12 28 X 10 24 X 12 16" 901 1300 24 X 18 32 X 10 24 X 18 18" 1301 1750 24 X 24 36 X 16 24 X 24 20" 1751 2045 24 X 24 24 X 24 20" 2046 2310 30 X 24 30 X 24 22" 2311 3000 30 X 30 30 X 30 NOTES: . 1) CEILING DIFFUSERS, REGISTERS AND GRILLES SHALL BE KRUEGER OR EQUAL. 2) CD= CEILING DIFFUSER, RG= RETURN GRILLE, TG= TRANSFER GRILLE, LVR= LOUVER, TWR =TOP WALL REGISTER, TWG =TOP WALL GRILLE. 3) ALL SUPPLY AIR DISTRIBUTION OUTLETS WITHOUT VOLUME DAMPERS SHALL HAVE OPPOSED BLADE VOLUME CONTROL DAMPERS. 4) FASTENING METHOD SHALL BE AS SELECTED BY ARCHITECT AND SHALL BE COMPATIBLE WITH THE WALL OR CEILING STRUCTURE THAT IS BEING INSTALLED TOO. 5) MANUFACTURER MUST MATCH MATERIALS, TYPE, AND PERFORMANCE OF LISTED DEVICE. COORDINATE FINISH WITH ARCHITECT. r=- --- --1 _I1i__.__.-- FLOOR PLAN—HVAC SCALE: 1 /4" = 1' -0" NORTH \\ \ J "` \„ \ \// SEPARATE PERMIT AND APPROVAL REQUIRED cmr�u► AUG 2 :J 2011 PERMIrcENTER C 0 en Y U O z FLOOR PLAN - HVAC Abossein Engineering, L.L.C. MECHANICAL — ELECTRICAL CIVIL — LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: eservice @abossein.com www.abossein.com co c) o 0 z o cc w O 0 • 0 o 0 0 c co 0 .- 0) 0 C 0 'C 0 2 . 0 ell II 1 11 0 0 m v o 0 • .CC q°.' o D O U Q C 18215 72ND AVENUE SOUTH M 0 0 C\I 2 0 J w z I- D 0 3 PO 0 OTJ 0 o N w Z J LT. Revision HVAC SPECIFICATIONS - DIVISION #23 PART 1.00 GENERAL 1.01 LOCAL CONDITIONS: VISIT AND INSPECT THE PREMISES TO ASCERTAIN THE EXISTING CONDITIONS BEFORE SUBMITTING A BID. NO EXTRA PAYMENT WILL BE ALLOWED FOR THE LACK OF KNOWLEDGE OF THESE CONDITIONS. 1.02 CODES: STRICTLY COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. IMC - MECHANICAL CODE UPC - PLUMBING CODE IFGC - FUEL GAS CODE 1.03 STANDARDS: THE FOLLOWING PUBLICATIONS (LATEST EDITION) FORM A PART OF THESE REQUIREMENTS TO THE EXTENT INDICATED BY THE REFERENCES THERETO: SHEET METAL AND AIR CONDITIONING CONTRACTOR NATIONAL ASSOCIATION (SMACNA) LOW VELOCITY DUCT MANUAL 1.04 PLANS AND SPECIFICATIONS: THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC IN CHARACTER INTENDED TO COVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT, DUCTS, PIPING, ETC., AND APPROXIMATE SIZES AND LOCATIONS OF EQUIPMENT AND OUTLETS. DETERMINE THE EXACT LOCATION OF THE ELEMENTS OF THE SYSTEM FROM THE STRUCTURE AND FROM THE EQUIPMENT, NOT FROM THE DRAWINGS. DO NOT SCALE DRAWINGS FOR MEASUREMENTS NOR USE AS SHOP DRAWINGS. 1.05 PROVIDE ALL ITEMS, EQUIPMENT, MATERIALS, OPERATIONS, OR METHODS LISTED, MENTIONED OR SCHEDULED ON THE DRAWINGS, AND /OR HEREIN INCLUDING ALL INCIDENTALS AND ACCESSORIES NECESSARY AND REQUIRED FOR INSTALLATION OR MOUNTING, OR NORMALLY SUPPLIED BY COMMON PRACTICE WHETHER SPECIFICALLY MENTIONED OR NOT, TO PROVIDE COMPLETE AND PROPERLY FUNCTIONING SYSTEMS. 1.06 BRING ANY NON- COMPLIANCES WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS, CONFLICTS AND DISCREPANCIES TO THE ENGINEER'S ATTENTION BEFORE SUBMITTING BID. A CORRECT, COMPLETE AND EASILY MAINTAINED SYSTEM IS INTENDED. 1.07 THE CONTRACTOR'S BID WILL BE CONSTRUED AS AN AGREEMENT TO COMPLETE THE WORK WITHOUT ADDITIONAL COST TO THE OWNER. WHERE CONFLICTS BETWEEN PLANS AND SPECIFICATIONS OR CONFLICTING INFORMATION ON THE PLANS OCCURS, THE CONFLICTS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING. THE MORE COSTLY ALTERNATIVE SHALL BE INCLUDED IN THE BID PRICE. 1.08 MAKE NO CHANGES IN THE WORK SPECIFIED, UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING BY THE OWNER, ARCHITECT AND /OR ENGINEER. NO CHARGES FOR EXTRA WORK WILL BE PAID UNLESS SUCH EXTRA WORK HAS BEEN AUTHORIZED AND THE AUTHORIZATION CONTAINS A STATEMENT OF THE WORK TO BE ACCOMPLISHED AND THE CHARGES TO BE MADE FOR THE WORK. 1.09 IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A MECHANICAL SYSTEM COMPLETE, FULLY ADJUSTED, AND READY TO USE. 1.10 IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. WHEREVER THE WORK "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY TO USE." MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION, SHALL BE INCLUDED IN THE WORK, THE SAME AS IF HEREIN SPECIFIED OR SHOWN. 1.11 THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENT SALES TAXES, FEES AND OTHER COSTS, INCLUDING UTILITY CONNECTIONS OR EXTENSIONS, IN CONNECTION WITH HIS WORK; FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF HIS WORK AND DELIVER SAME TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR WORK. 1.12 THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON DRAWINGS AND /OR SPECIFIED. PART 2.00 PRODUCTS 2.01 MATERIALS AND EQUIPMENT SUBSTITUTIONS: THE BID PRICE SHALL BE BASED ON THE MATERIALS, EQUIPMENT AND /OR SERVICES AS SCHEDULED ON THE DRAWINGS AND /OR SPECIFIED HEREIN, AND /OR AS ACCEPTED PRIOR TO BIDDING. 2.02 REQUESTS FOR ACCEPTANCE OF ALTERNATIVES SHALL BE SUBMITTED TEN (10) DAYS PRIOR TO BID. 2.03 ACCEPTANCE OF ALTERNATE OR SUBSTITUTE EQUIPMENT IN NO WAY VOIDS MATERIAL OR PERFORMANCE REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ANY MATERIAL OR EQUIPMENT SUBSTITUTED FOR SPECIFIED ITEMS ACCEPTED BY THE ARCHITECT AND /OR ENGINEER BEFORE OR AFTER THE BID DATE. CONTRACTOR SHALL BE RESPONSIBLE FOR INCORPORATING ANY SUBSTITUTE EQUIPMENT IN THE SYSTEM DESIGN. 2.04 CONTRACTOR SHALL PAY FOR ALL EXTRA COSTS BY ANY TRADE FOR CHANGES NECESSITATED BY MATERIAL OR EQUIPMENT SUBSTITUTIONS REGARDLESS OF ACCEPTANCE WITHOUT FURTHER COST TO THE CLIENT. 2.05 REVIEW OF MATERIALS AND EQUIPMENT: WITHIN 30 DAYS OF CONTRACT AWARD, SUBMIT FIVE COPIES OF EACH 2.06 GENERAL MATERIALS AND EQUIPMENT: ALL MATERIAL AND EQUIPMENT SHALL BE NEW AND OF THE BEST OF CATALOG GRADE INDICATED AND /OR SPECIFIED AND SHALL BE FREE FROM ALL DEFECTS. 2.07 MATERIAL AND EQUIPMENT SPECIFIED HEREIN SHALL BE GUARANTEED BY THE MANUFACTURER TO PERFORM TO STANDARDS INDICATED OR INFERRED IN PUBLISHED LITERATURE OR CATALOG DATA. MANUFACTURER'S RECOMMENDATIONS SHALL BE CLOSELY FOLLOWED ON INSTALLATION. 2.08 REFRIGERANT PIPING: TYPE "L" OR TYPE "K" WITH BRAZED HIGH TEMPERATURE SOLDER JOINTS. PIPE SHALL BE CLEAN AND TESTED FOR LEAKS. INSULATE SUCTION PIPING WITH 1 INCH THICK FIBERGLASS WITH FRJ JACKET SEALED WATER TIGHT. COVER OUTDOOR INSULATION WITH ALUMINUM OR PLASTIC JACKET APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2.09 ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE) FIRE HAZARD RATING AS TESTED BY ASTM E -84, NFPA 255, OR UL 723, NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ACCESSORIES SUCH AS COATINGS, TAPES, AND ADHESIVES SHALL HAVE THE SAME COMPONENT RATINGS. ALL INSULATING MATERIALS OR THEIR CONTAINERS SHALL HAVE A LABEL INDICATING COMPLIANCE WITH THE ABOVE RATING. REFERENCE STANDARDS: NFPA D -255, A.S.T.M. E -84, UL -723, ASHRAE 90 -75 AND THE STATE ENERGY CODE. ACCEPTABLE MANUFACTURERS: CERTAINTEED, OWENS- CORNING, KNAUF AND MANVILLE. PART 3.00 EXECUTION 3.01 PERMITS AND INSPECTIONS: APPLY AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED FOR THE WORK, AND AT COMPLETION, PRESENT THE OWNER WITH THE SIGNED CERTIFICATES OF FINAL INSPECTION. 3.02 UTILITIES: CHARGES BY UTILITY COMPANIES FOR PROVIDING SERVICES SHALL BE PAID BY OWNER AND WILL NOT BE A PART OF THIS CONTRACT. THE CONTRACTOR SHALL DO INSTALLATION WORK NORMALLY PROVIDED IN THIS CONTRACT. 3.03 PLACE AND ARRANGE EQUIPMENT, PIPING, DUCTS, CONTROLS, ETC., TO FIT THE SPACE AVAILABLE. - INCLUDING ALL OFFSETS IN PIPING OR DUCTS, DUCT TRANSFORMATIONS, ETC. REQUIRED. 3.04 SUBMIT SHOP DRAWINGS FOR TEMPERATURE CONTROL SYSTEMS, MECHANICAL EQUIPMENT WIRING, MECHANICAL EQUIPMENT AND MATERIALS WHICH CANNOT BE ADEQUATELY DESCRIBED BY MANUFACTURER'S PRINTED SHEETS, AND FOR SUCH ADDITIONAL ITEMS AS THE ARCHITECT /ENGINEER MAY DIRECT. 3.05 CLEARLY MARK SUBMITTALS AS TO PLAN CODE, SPECIFIC ITEM PROPOSED, CATALOG NUMBERS, RECESS OPENINGS, DIMENSIONS, CAPACITIES, ELECTRICAL CHARACTERISTICS, ETC.. SUBMITTALS WHICH ARE INCOMPLETE WILL BE REJECTED. 3.06 THE ENGINEER'S CHECK SHALL BE GENERAL, AND DOES NOT RELIEVE THE CONTRACTOR OF FINAL RESPONSIBILITY OF COMPLIANCE TO THE INTENT OF THE PLANS AND SPECIFICATIONS. 3.07 SUPERVISION AND WORKMANSHIP: QUALIFIED SUPERVISION FOR EACH TRADE SHALL BE IN CHARGE OF THE WORK AT ALL TIMES AND SHALL BE ON THE JOB SITE WHENEVER WORK IN THAT TRADE IS BEING ACCOMPLISHED. 3.08 ALL WORK SHALL BE DONE IN A FIRST -CLASS MANNER BY WORKMEN SKILLED IN THE TRADE AFFECTED. 3.09 CLEANING PIPING, DUCTS, EQUIPMENT: THOROUGHLY CLEAN ALL DUCTS AND EQUIPMENT OF DIRT, CUTTINGS, AND OTHER FOREIGN SUBSTANCES. REMOVE FROM PREMISES ALL RUBBISH AND DEBRIS, LEAVING THE AREA CLEAN AND READY FOR USE. 3.10 EQUIPMENT START -UP: ADJUST ALL BELTS, OR OTHER DRIVES AND CHECK MOTOR ROTATIONS. 3.11 INSTALL TEMPORARY AIR FILTERS IN AIR HANDLING EQUIPMENT THAT IS BEING USED FOR HEATING OR VENTILATION DURING CONSTRUCTION. INSTALL A NEW SET OF THE SPECIFIED AIR FILTERS FOR THE EQUIPMENT AT THE COMPLETION OF THE JOB. 3.12 COMPLETION: OPERATE ALL MECHANICAL SYSTEMS, INCLUDING ALL EQUIPMENT FURNISHED UNDER THIS DIVISION FOR A PERIOD OF TIME NOT TO EXCEED 5 DAYS OR AS MAY BE REQUIRED AT THE DIRECTION ON THE ARCHITECT /ENGINEER TO PROVE THAT ALL COMPONENTS ARE PROPERLY OPERATING AND THAT THE COMPLETE INSTALLATION IS FUNCTIONING SMOOTHLY AND NOISELESSLY TO THE FULL EXTENT OF PLANS AND SPECIFICATIONS, ANY REBALANCING, READJUSTING OF SYSTEM ELEMENTS FOUND NECESSARY WHEN THE SYSTEMS ARE SUBJECT TO ACTUAL OPERATING CONDI TIONS SHALL BE DONE BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. 3.13 OPERATING INSTRUCTIONS: SUBMIT 30 DAYS PRIOR TO COMPLETION OF THE PROJECT, FOUR (4) SETS OF OPERATING BROCHURES. EACH BROCHURE SHALL INCLUDE OPERATING INSTRUCTIONS, MAINTENANCE INSTRUCTIONS, INSTALLATION INSTRUCTIONS, PARTS LISTS AND WIRING DIAGRAMS FOR EACH ITEM OF MECHANICAL EQUIPMENT WITH MIXING OR MOVABLE PARTS. THE BROCHURE SHALL ALSO INCLUDE OPERATIONAL AND DIAGRAMS OF TEMPERATURE CONTROL SYSTEMS. 3.14 PROVIDE TYPEWRITTEN OPERATING INSTRUCTIONS IN THE BROCHURE COVERING EACH PIECE OF MOTORIZED MECHANICAL EQUIPMENT, GIVE NORMAL STARTING AND STOPPING PROCEDURES, ALONG WITH PROPER PARTIES TO CONTACT IN THE EVENT OF EMERGENCY, FAILURE OF CONTROLS OR EQUIPMENT. OUTLINE OF INSTRUCTIONS AS FOLLOWS: NORMAL STARTING, STOPPING AND EMERGENCY SHUT -DOWN OF EACH PIECE OF MOTORIZED EQUIPMENT. PROVIDE LUBRICATION INSTRUCTIONS FOR EACH MOTOR BEARING OR OPERABLE PIECE OF EQUIPMENT. GIVE FREQUENCY OF LUBRICATION, TYPE AND BRAND OF OIL OR GREASE. INCLUDE CALIBRATION, CLEANING AND ADJUSTMENT SCHEDULES AND PROCEDURES. INCLUDE COPIES OF MANUFACTURER'S LITERATURE ON MAINTENANCE AND OPERATION OF EACH PIECE OF EQUIPMENT, INCLUDING INSTALLATION INSTRUCTIONS, DIAGRAMS, AND PARTS LISTS, IN EACH BROCHURE. 315 AS -BUILT DRAWINGS: SUBMIT AS -BUILT DRAWINGS AT COMPLETION OF WORK. 3.16 GUARANTEE: THE MECHANICAL SYSTEM SHALL BE LEFT IN PROPER WORKING ORDER. REPLACE ANY WORK, MATERIAL OR EQUIPMENT PROVIDED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS WITHIN ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION WITHOUT ADDITIONAL CHARGES. A NEW ONE (1) YEAR GUARANTEE ON THE AFFECTED ITEM OR ITEMS SHALL BE PROVIDED COMMENCING ON THE DATE OF THE APPROVED REPAIR OR REPLACEMENT. 3.17 MECHANICAL EQUIPMENT WIRING AND CONNECTIONS: FURNISHED INSTALLED BY WIRED AND /OR ITEM BY OR MOUNTED BY CONNECTED BY EQUIPMENT MOTORS MC MC EC MOTOR CONTROLLERS, PUSHBUTTON STATIONS, PILOT LIGHTS, ETC. MC EC EC MULTI -SPEED SWITCHES LINE VOLTAGE THERMOSTATS MC EC EC DISCONNECT SWITCHES, (FUSED OR UNFUSED), HP RATED SWITCHES, THERMAL OVERLOAD SWITCHES, ETC. MC EC EC LOW VOLTAGE THERMOSTATS, CONTROL RELAYS, TIME CLOCKS, CONTROL TRANSFORMER, CONTROL PANELS, PRESURESTATS, MOTOR VALVES, DAMPER MOTORS, SOLENOID VALVES, EP 8c PE SWITCHES, ETC. AND ALL INTERLOCK WIRING MC MC MC MC - MECHANICAL CONTRACT EC - ELECTRICAL CONTRACT THE MECHANICAL CONTRACTOR SHALL FURNISH ALL MAGNETIC STARTERS OR CONTACTORS. 3.18 ALL MANUAL OR AUTOMATIC CONTROL AND PROTECTIVE OR SIGNAL DEVICES REQUIRED BUT NOT INDICATED ON ELECTRICAL PLANS SHALL BE FURNISHED AND INSTALLED UNDER THIS DIVISION OF THE SPECIFICATIONS. THE WIRING INSTALLATION SHALL CONFORM TO ELECTRICAL DIVISION. 3.19 ALL WIRING CONNECTIONS TO CONTROLS ATTACHED TO DUCT WORK, OR MECHANICAL EQUIPMENT SHALL BE MADE WITH FLEXIBLE CONNECTIONS TO PREVENT VIBRATION. 3.20 COORDINATE WITH THE ELECTRICAL CONTRACTOR BEFORE ORDERING MOTORS AND /OR OTHER ELECTRICAL EQUIPMENT TO ASSURE ELECTRICAL EQUIPMENT BEING OF PROPER ELECTRICAL CHARACTERISTICS. 3.21 FURNISH PROPER NEMA TYPE ENCLOSURES FOR ALL STARTERS AND /OR CONTACTORS AS REQUIRED BY USAGE OR CODE. 3.22 PROVIDE HEAVY DUTY SPEED SELECTOR SWITCHES, THERMAL MAGNETIC SWITCHES, START STOP PUSH BUTTON STATIONS ETC. AS REQUIRED. 3.23 CUTTING AND PATCHING: CAREFULLY PERFORM ALL WORK WHERE CUTTING, CHANNELING, CHASING, OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES IS NECESSARY FOR PROPER INSTALLATION OR SUPPORT OF DUCTS, PIPINGS, OR OTHER MECHANICAL EQUIPMEN T. 3.24 ANY DAMAGE TO BUILDING, PIPING, EQUIPMENT, PLASTER, WOODWORK OR METAL WORK SHALL BE REPAIRED BY SKILLED MECHANICS OF TRADES INVOLVED, AT NO ADDITIONAL COST TO THE OWNER. 3.25 DO NOT CUT, CHANNEL, CHASE OR DRILL MASONRY OR TILE; OR CUT, DRILL OR WELD STRUCTURAL MEMBERS OF THE BUILDING, ETC., WITHOUT FIRST OBTAINING ARCHITECT'S PERMISSION, IF PERMISSION IS GRANTED, PERFORM THIS WORK IN A MANNER APPROVED BY THE ARCHITECT. 3.26 CAULKING & WATERPROOFING: CAULK AROUND ALL PIPES, ETC. TO PREVENT AIR AND MOISTURE LEAKAGE WITH COMPOUND APPROVED BY ARCHITECT /ENGINEER. 3.27 SEAL AROUND ALL PIPES AND DUCTS WITH FIREPROOF CAULKING OR GROUT WHERE THEY PASS THROUGH FLOORS, FIREWALLS, AND SHAFTS. 3.28 PROVIDE FLASHINGS WHERE ALL PIPES AND DUCTS PIERCE OUTSIDE WALLS OR ROOF AS NECESSARY TO PREVENT MOISTURE ENTRY. 3.29 INSERTS, SLEEVES & BLOCKOUTS: FURNISH AND INSTALL, PRIOR TO CONCRETE POURING OR OTHER CONSTRUCTION, INSERTS, SLEEVES, OR BLOCKOUTS IN WALLS, FLOOR SLABS, ROOFS AND PARTITIONS FOR PASSAGE OF ALL WORK INSTALLED UNDER THIS DIVISION. 3.30 PROVIDE GALVANIZED IRON AND STEEL PIPE SLEEVES FOR IRON PIPES. USE COPPER SLEEVES FOR COPPER PIPES. PROVIDE WOOD OR STEEL BLOCKOUTS FOR LARGE OPENINGS. SECURE ALL SUCH ITEMS FIRMLY IN POSITION. 3.31 VIBRATION - ABSORBING MOUNTINGS AND CONNECTIONS: ISOLATE EACH ITEM OF EQUIPMENT WITH MOVING PARTS FROM THE BUILDING STRUCTURE ALONG WITH ANY PIPING, CONDUITS, OR DUCTS ATTACHED THERETO. UNLESS OTHERWISE INDICATED, UNITS ISOLATING EQUIPMENT FROM STRUC TURE SHALL BE PROPERLY DESIGNED SPRING -TYPE ISOLATORS. 3.32 BELT DRIVE GUARDS: PROVIDE BELT DRIVE GUARDS FOR ALL EQUIPMENT AND SAFETY SCREENS ON EXPOSED FAN INLETS. // 11 3.33 VALVES: NIBCO BALL VALVES OR EQUAL. 3.34 AIR CONDITIONING UNITS: PER EQUIPMENT SCHEDULE WITH CAPACITY AS INDICATED. UNIT SHALL BE AN AIR - COOLED CONDENSING UNIT, AIR HANDLING UNIT WITH DX -COILS OR HEAT PUMPS OR GAS FURNACE OR HOT WATER COILS, FILTER MIXIMG BOX AND VIBRATION ISOLATORS. TOTAL CAPACITY OF EACH UNIT SHALL BE AS SCHEDULED ON THE DRAWINGS. 3.35 CONTROLS - THE COOLING SYSTEM SHALL BE PROTECTED WITH HIGH PRESSURE STAT, LOW PRESSURE STATS, LOSS -OF- CHARGE PROTECTION, INDOOR COIL FREEZESTATS, CURRENT AND TEMPERATURE SENSITIVE OVERLOAD DEVICES. MBU 3.36 PROVIDE PRODUCTS OF COMBUSTION DETECTOR IN SUPPLY AND RETURN AIR IN ALL UNITS 2000 CFM OR OVER TO SHUT DOWN UNIT OF MBU CONDITION. 3.37 EXHAUST FANS: FANS SHALL MEET CAPACITIES SCHEDULED AND NOT EXCEED SOUND LIMITATIONS SPECIFIED. 3.38 GRILLES & REGISTERS: SCHEDULED ON DRAWINGS. TITUS OR EQUAL. 3.39 DUCT LINING: 1/2" THICKNESS, 3 PCF DENSITY, NEOPRENE COATED DUCT LINER MEETING FIRE HAZARD RATING REQUIREMENTS FOR INSULATION. INSTALL WITHIN MINIMUM 10' DUCT LENGTH FROM FANS. 3.40 DUCTWORK: SHEET METAL DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED STEEL. DUCTS SHALL CONFORM ACCURATELY TO THE DIMENSIONS INDICATED AND SHALL BE STRAIGHT AND SMOOTH ON THE INSIDE WITH JOINTS NEATLY FINISHED. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH SMACNA LOW PRESSURE DUCT MANUAL, 2" WG FOR SUPPLY & 1" WG FOR EXHAUST DUCTS. ELBOWS, FITTINGS AND BRANCH TAKE -OFFS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED AS RECOMMENDED IN SMACNA "DUCT CONSTRUCTION STANDARDS" WITH THE USE OF TURNING VANES OR RADIUS ELBOWS. FLEXIBLE RUNOUTS FROM BRANCHES, RISERS OR MAINS TO AIR TERMINAL UNITS, AND OUTLETS SHALL BE FACTORY- FABRICATED, CLASS I, VAPOR BARRIER INSULATED FLEXIBLE CONNECTORS COMPLYING WITH NFPA STANDARD NO. 90A AND UL 181. FLEXIBLE CONNECTORS SHALL NOT EXCEED 10' IN LENGTH. PRESSURE RATING SHALL BE 4" W.G. FLEXIBLE DUCT CONNECTIONS TO EQUIPMENT AND OTHER DUCTS SHALL BE MADE WITH DRAW BANDS. PROVIDE DAMPER IN RUN OUT TO AIR OUTLETS. 3.41 HINGED DUCT ACCESS DOORS SHALL BE PROVIDED AT ALL AUTOMATIC DAMPERS, FIRE DAMPERS, AND OTHER APPARATUS REQUIRING SERVICE AND INSPECTION IN THE DUCT SYSTEM. DOORS SHALL BE 15 X 18 INCHES UNLESS OTHERWISE INDICATED. WHERE SIZE OF DUCT WILL NOT ACCOMMODATE THIS SIZE, THE DOOR SHALL BE MADE AS LARGE AS PRACTICAL. DOORS SHALL BE PROVIDED WITH AIRTIGHT GASKETS, GALVANIZED HINGES AND APPROVED BRASS FASTENERS. DOORS IN INSULATED DUCTS SHALL BE OF THE INSULATED TYPE. DOORS SHALL SO SWING THAT FAN PRESSURE OR SUCTION HOLD DOOR CLOSED. 3.42 PROVIDE NON- COMBUSTIBLE APPARATUS FLEXIBLE CONNECTIONS OF NOT LESS THAN 15 OUNCE WOVEN FABRIC APPROVED MATERIAL WHERE SHEET METAL DUCTS ARE CONNECTED TO FANS OR OTHER MOVING EQUIPMENT. THE FLEXIBLE CONNECTIONS SHALL BE SECURELY FASTENED. 3.43 DUCT LINER INSULATION: INSULATE INTERIOR SURFACES OF ALL HP -1, HP -2 SUPPLY DUCTS FROM AIR CONDITIONING UNIT SUPPLY FANS TO AIR OUTLETS AND INDICATED RETURN OR EXHAUST DUCTS WITH ACOUSTICAL MATERIAL. 3.44 APPLY AND SECURE INSULATION AS RECOMMENDED BY MANUFACTURER AND AS APPROVED. ANY LOOSENING OF INSULATION LINER WILL REQUIRE REMOVAL AND REINSTALLATION OF ALL DUCT WORK, AT NO EXTRA COST. 3.45 INCREASE INDICATED DUCT SIZES TO COMPENSATE FOR THICKNESS OF DUCT LINER INSULATION. SEALING: ALL TRANSVERSE JOINTS ON THE LOW PRESSURE SYSTEM SHALL BE SEALED WITH "HARDCAST" DUCT TAPE SYSTEM APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR OTHER APPROVED SYSTEM. 3.46 IN LIEU OF RECTANGULAR LINED DUCT, RECTANGULAR DUCT INSULATED WITH 1" VAPOR BARRIER DUCT WRAP OR ROUND DUCT OF EQUIVALENT CROSS SECTIONAL AREA AND INSULATED WITH 1" VAPOR BARRIER INSULATION, MAY BE USED. ALL HP -1, HP -2 SUPPLY DUCTS SHALL BE LINED OR EXTERNALLY INSULATED. 3.47 GREASE DUCT FROM RANGE HOODS WHERE APPLICABLE TO EXHAUST FAN - 16 GAUGE BLACK IRON - WITH WELDED SEAMS AND JOINTS. WRAP DUCT WITH 2 LAYERS OF THERMAL CERAMICS FIREMASTER DUCT WRAP APPLIED AS RECOMMENDED BY THE MFR. TO MAKE A 2 HOUR RATED INSTALLATION. WRAP TO EXTEND FROM HOOD TO EXHAUST FAN. 3.48 DESCRIPTION: PERFORM TESTING AND BALANCING IN ACCORDANCE WITH THE PROCEDURE OF THE ASSOCIATED AIR BALANCE COUNCIL'S "NATIONAL STANDARDS FOR FIELD MEASUREMENTS AND INSTRUMENTATION TOTAL SYSTEM BALANCE." 3.49 USE ACCURATE INSTRUMENTS FOR BALANCING AIR SYSTEMS THAT HAVE BEEN CALIBRATED WITHIN 6 MONTHS PRIOR TO BALANCING. TYPES, SERIAL NUMBERS, AND DATE OF CALIBRATION OF ALL INSTRUMENTS SHALL BE LISTED IN THE FINAL AIR BALANCE REPORTS. 3.50 MAKE AIR QUANTITY MEASUREMENTS IN MAIN AND BRANCH DUCTS BY PITOT TUBE TRAVERSE OF THE ENTIRE CROSS SECTIONAL AREA OF THE DUCT. DUCTS HAVING VELOCITIES OF 1000 OR MORE FEET PER MINUTE SHALL BE MEASURED WITH INCLINED MANOMETERS (DRAFT GAUGE) OR MAGNEHELIC GAUGES. DUCTS HAVING VELOCITIES OF LESS THAN 1000 FT. PER MINUTE SHALL BE MEASURED WITH MICROMANOMETERS, HOOD GAUGES OR SIMILAR LOW PRESSURE INSTRUMENTS. OPENINGS IN DUCTS FOR PITOT TUBE INSERTION SHALL BE SEALED WITH SNAP -IN PLUGS AFTER AIR BALANCE IS COMPLETE. OUTLET AND INLET AIR QUANTITIES SHALL BE DETERMINED BY AN APPROVED METHOD. 3.51 TOTAL AIR QUANTITIES SHALL BE OBTAINED BY ADJUSTMENT OF FAN SPEEDS. THE BALANCING CONTRACTOR SHALL FURNISH AND INSTALL ANY REQUIRED FAN DRIVE CHANGES AS PART OF THIS CONTRACT. 3.52 VOLUME ADJUSTERS MAY BE USED TO BALANCE AIR QUANTITIES AT OUTLETS AND INLETS PROVIDING FINAL ADJUSTMENTS ARE MINOR AND DO NOT PRODUCE OBJECTIONABLE DRAFTS OR EXCESSIVE SOUND LEVELS. 3.53 CERTIFIED BALANCE REPORTS: THREE (3) COPIES OF THE AIR AND WATER BALANCE REPORT, CERTIFIED BY THE BALANCING FIRM, SHALL BE SUBMITTED TO THE ARCHITECT /ENGINEER SEVEN (7) DAYS PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. THE REPORT SHALL INCLUDE ALL AIRAND WATER BALANCE DATE AND HEAT TRANSFER EQUIPMENT TEST DATA LISTED BELOW, AND OTHER DATA AS REQUIRED BY THE "NATIONAL STANDARD FOR FIELD MEASUREMENTS AND INSTRUMENTATION ". 3.54 A.C. UNIT: CFM, STATIC PRESSURE, MOTOR HP, RPM, AND AMPS, PERCENT OF OUTSIDE AIR (OR CFM AS APPLICABLE), FAN RPM, FAN BHP, INLET AND OUTLET DRY AND WET BULB TEMPERATURE, FAN DRIVE TYPE AND SIZE, WATER FLOW - 3.55 INDIVIDUAL OUTLET AND INLET TEST RESULTS: OUTLET AND INLET IDENTIFICATION (LOCATION AND NUMBER DESIGNATION). 3.56 FOLLOWING FINAL ACCEPTANCE OF THE SYSTEM BALANCE BY THE OWNER, THE CONTRACTOR SHALL PERMANENTLY MARK THE SETTINGS OF ALL VALVES, SPLITTERS, DAMPERS, AND OTHER ADJUSTMENT DEVICES SO THAT ADJUSTMENT CAN BE RESTORED IF DISTURBED AT ANY TIME. DEVICES SHALL NOT BE MARKED BEFORE FINAL ACCEPTANCE. 3.57 NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. 3.58 PROVIDE WEATHER -PROOF FLASHING AT ALL DUCT, PIPE, ETC. MECHANICAL PENETRATIONS THROUGH THE BUILDING WALLS AND ROOF. FLASHING SHALL BE DESIGNED AND INSTALLED PER SMACNA AND SHALL BE GUARANTEED WEATHER PROOF FOR THE DURATION OF THE GUARANTEE. 3.59 FIRE AND /OR SMOKE DAMPER 1. FURNISH AND INSTALL AT LOCATION SHOWN ON PLANS FIRE /SMOKE DAMPERS MEETING OR EXCEEDING THE FOLLOWING SPECIFICATIONS: FRAME SHALL BE A MINIMUM OF 16 GAUGE GALVANIZED STEEL FORMED INTO A STRUCTURAL HAT CHANNEL SHAPE WITH TABBED CORNERS FOR REINFORCEMENT. THE BLADES SHALL BE SINGLE SKIN 16 GAUGE MINIMUM GALVANIZED WITH THREE LONGITUDINAL GROOVES FOR REINFORCEMENT. BEARING SHALL BE STAINLESS STEEL SLEEVE TURNING IN AN EXTRUDED HOLE IN THE FRAME. BLADE EDGE SEALS SHALL BEW SILICON RUBBER MECHANICALLY LOCKED IN BLADE EDGE (ADHESIVE OR CLIP FASTENED SEALS ARE NOT ACCEPTABLE). JAMB SEALS SHALL BE STAINLESS STEEL FLEXIBLE METAL COMPRESSION TYPE. - - • BTOI IAN ) !ASH o, Y U ° Date 6 k vi. 2,8b 3450 E COMMERCIAL COURT MERIDIAN, ID 83642 www.jacksonsfoodstores.com •4 ` * ,' ,, �.•�',,� �O A t� �' i''. '._� 0 ` L ° o 0 -I o -I N N It r .I x > m c aim c I 3 c .o es a m > I c c c OLG H A OVex 18215 72ND AVENUE SOUTH m� 2 KENT, WA 98032 (425)251 -6222 0 - ' (425)251 -8782 FAX 0 s CIVIL ENGINEERING, LAND PLANNING, GAT /SURVEYING, ENVIRONMENTAL SERVICES ENG 2. EACH COMBINATION FIRE /SMOKE DAMPER SHALL BE RATED FOR 1.5 HOURS UNDER UL STANDARD 555 AND SHALL FURTHER BE CLASSIFIED BY UL AS A LEAKAGE RATED DAMPER FOR USE IN SMOKE CONTROL SYSTEMS UNDER UL 555S AND BEAR THE UL LABELS FOR BOTH UL 555 AND UL 555S. FIRE /SMOKE DAMPERS IN TUNNEL CORRIDOR SHALL BE UL LISTED FOR TUNNEL CORRIDOR CONSTRUCTION 3. IN ADDITION TO THE LEAKAGE RATING ALREADY SPECIFIED HEREIN, THE DAMPERS AND THEIR ACTUATORS SHALL BE QUALIFIED UNDER UL 555S TO MINIMUM ELEVATED TEMPERATURE OF 250 DEGREES (F). APPROPRIATE 120 VOLT ELECTRIC ACTUATORS SHALL BE INSTALLED BY THE DAMPER MANUFACTURER AT THE TIME OF DAMPER FABRICATION. DAMPER AND ACTUATOR SHALL BE INSTALLED AS S SINGLE ENTITY WHICH MEETS ALL APPLICABLE UL 555 AND UL 555S QUALIFICATIONS FOR BOTH DAMPERS ANDACTUATORS. ACTUATORS. DAMPERS MUST OPEN AND CLOSE WITHIN 15 SECONDS OF APPROPRIATE SIGNAL AND DAMPERS MUST CLOSE UPON LACK OF POWER. 4. FIRE ALARM CONTRACTOR SHALL PROVIDE ALL NECESSARY SWITCHES AND RELAYS ETC. TO INTERFACE DAMPER BUILDING FIRE ALARM AND CONTROL SYSTEM AS REQUIRED. 5. IN SYSTEMS REQUIRING A SMOKE CONTROL SYSTEM, PROVIDE REMOTE SENSING OF DAMPER POSITION AND DAMPER OVERRIDE OF DAMPER CLOSURE TO PERMIT CONTROLLED OPERATION IN A DYNAMIC SMOKE MANAGEMENT SYSTEM.. DEVICE SHALL BE RUSKIN MODEL TS 150 FIRE STAT OR APPROVED. 6. COMBINATION SMOKE /FIRE DAMPERS SHALL BE MANUFACTURED BY SAFEAIR, RUSKIN, GREENHECK, AIR BALANCE, NATIONAL CONTROLLED AIR AND PREFCO. liTYRSASEA SEPARATE Ab o s s e in Engineering L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEI,I,FVjJE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail; cserviceOabossein.com www.abossein.com Job Number 14700 , o crl r M ° 0 2 erl AUG PERMIT AND 2'a 2011 APPROVAL PERMITCENTER REQUIRED E a LAYOUT NAME: Layout 1 PLOTTED: Thursday, August 18, 2 3 0 0 0 0 Z w J PLUMBING LEGEND + ABBREVIATIONS SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION CONNECTION SIZE DESCRIPTION NOTES ITEM CW HW W V COLD WATER PIPE SIZE 1/2" CW COLD WATER PIPIE 1" PROVIDED BY OTHERS c ' O HOT WATER PIPE SIZE CAPPUCCINO MACHINE HW HOT WATER PIPE — — PROVIDED BY OTHERS 1, 2 & 4 - - - - -- V VENT PIPE 0" 1/2" WASTE /SOIL PIPE SIZE 1-1/2" W WASTE PIPE C-_)' — VENT PIPE SIZE 1-1/2" G GAS PIPE 2 10.5' GAS PIPE SIZE RL RL RAINWATER LEADER 2" 1-1/2" PROVIDED BY OTHERS 4 ORL OVERFLOW RAINWATER —ORL— (1.5") — RAINWATER PIPE SIZE — G GATE VALVE —— O PLAN NOTES #1 1/2" — BALL VALVE — 00 VTR VENT THRU ROOF P SODA FOUNTAIN W /ICE MAKER PRESSURE GAUGE — ® FFD FLOOR DRAIN W/ FUNNEL 2, 4 & 5 (26\ \ UNION III_ ► = FS FLOOR SINK _III__ VTR VENT THROUGH ROOF la FD FLOOR DRAIN 1/2" 1/2" STRAINER ____1_ IZI FCO FLOOR CLEANOUT —4_ MOP SINK BURIED PIPE 0.5" 3" 1/2" PIPE SIZE PROVIDED BY OTHERS 1, 2 & 4 42 0.75" 3/4" PIPE SIZE -;- — CHECK VALVE 1" 1.25" AMERICAN STANDARD # 3461.160 MADERA ELONGATED,WHITE CHINA, FLOOR MOUNTED ADA HT. WITH OLSONITE #95 OPEN FRONT SEAT NO LID PROVIDE WITH SLAON ROYAL # 111 -1.6 FLUSH VALVE 1.6 GPF 1" PIPE SIZE 1-1/4" PIPE SIZE ® DN DOWN 1.5" LAVATORY ADA COMPLIANT 1 -1/2" PIPE SIZE 1/2" CONN CONNECT 2" 3 & 4 2" PIPE SIZE v EXIST EXIST 2.5" 3/4" 2-1/2" PIPE SIZE 2" PRESS PRESSURE 3" 3" PIPE SIZE FLOOR DRAIN W/ FUNNEL o- — PIPE ELBOW UP 1 -1 / 2 „ PSI POUNDS PER SQUARE INCH 0- (FFD) > PIPE ELBOW DOWN EQUIP EQUIPMENT -0- 2" PIPE TEE UP MIFAB # F1100— XS -1 -4, 6X6 NICKEL BRONZE STRAINER, CAST IRON BODY 3 —M COATED CAST IRON BODY WITH ANCHOR FLANGE, WEEP HOLES RPBP REDUCED PRESSURE 1 PIPE TEE DOWN FLOOR SINK — BACKFLOW ASSEMBLE -6-- �. SIOUX CHEIF # 861 -4PX PVC SQUARE FLOOR SINK WITH 1/2 PVC GRATE, AND ALUMINUM STAINER . INDICATES KITCHEN ® MIN MINIMUM (RID) ROOF DRAIN EQUIPMENT — RD ROOF DRAIN © PLUMBING EQUIPMENT OVERFLOW ROOF DRAIN OF OVERFLOW ROOF DRAIN PLUMBING FIXTURE SCHEDULE P01 BELOW SLAB FLOOR PLAN —WASTE & VENT, LEGEND, NOTES & SCHEDULE 0 41.1S FLOOR PLAN— DOMESTIC WATER, NOTES, SCHEDULES & DETAILS MARK PLUMBING SPECIFICATIONS CONNECTION SIZE DESCRIPTION NOTES ITEM CW HW W V COFFEE BREWER 1/2" — — — PROVIDED BY OTHERS 1, 2 & 4 O CAPPUCCINO MACHINE 1/2" — — — PROVIDED BY OTHERS 1, 2 & 4 © (—.) 3-COMPARTMENT SI NK 1/2" 1/2" 2" 1-1/2" PROVIDED BY OTHERS 1, 2 & 4 OPEN DISPLAY — — 1-1/2" — PROVIDED BY OTHERS 2 ( 10) HAND SINK 1/2" 1/2" 2" 1-1/2" PROVIDED BY OTHERS 4 0 GOURMET ICE MACHINE 1/2" — — — PROVIDED BY OTHERS 1, 2 & 4 24 ICEE MACHINE 1/2" — — — PROVIDED BY OTHERS 1, 2 Sc 4 0 SODA FOUNTAIN W /ICE MAKER 1/2" — — — PROVIDED BY OTHERS 2, 4 & 5 (26\ \ ICE CUBE MACHINE 1 /2" — 1/2" — PROVIDED BY OTHERS 1, 2 & 4 ® HAND SINK 1/2" 1/2" 2" 1-1/2" PROVIDED BY OTHERS 1, 2 & 4 41 MOP SINK 3/4" 3/4" 3" 2" PROVIDED BY OTHERS 1, 2 & 4 42 WATER CLOSET ADA COMPLIANT 1" — 4" 2" AMERICAN STANDARD # 3461.160 MADERA ELONGATED,WHITE CHINA, FLOOR MOUNTED ADA HT. WITH OLSONITE #95 OPEN FRONT SEAT NO LID PROVIDE WITH SLAON ROYAL # 111 -1.6 FLUSH VALVE 1.6 GPF 4 ® Q LAVATORY ADA COMPLIANT 1/2" 1/2" 2" 1 -1 /2" AMERICAN STANDARD # 0405.004EC "TROPIC ", COUNTER MOUNT, VITREOUS CHINA WITH REAR OVERFLOW AND # 2411.015 GRID STRAINER PROVIDE WITH AMERICAN STANDARD # 2000.100.002 FAUCET, CHROME PLATED SINGLE LEVER ACTION. 3 & 4 LA v URINAL 3/4" — 2" 1 -1/2" AMERICAN STANDARD "WASHBROOK" # 6501,010 VITREOUS CHINA, WALL HUNG ADA COMPLIANT WITH STAINLESS STEEL STRAINER # 047068. PROVIDE WITH SLOAN # 186 -1 FLUSH VALVE, 1 GPF 4 0 FLOOR DRAIN W/ FUNNEL — » 2" 1 -1 / 2 „ MIFAB # F1100— EG -1 -50, 6X6 NICKEL BRONZE STRAINER, CAST IRON BODY 3 —M COATED CAST IRON BODY WITH ANCHOR FLANGE, WEEP HOLES & 4 "X9" ELONGATED LACQUERED COATED CAST IRON FUNNEL 4& 6 FFD (FFD) > FLOOR DRAIN — — 2" 1-1/2" MIFAB # F1100— XS -1 -4, 6X6 NICKEL BRONZE STRAINER, CAST IRON BODY 3 —M COATED CAST IRON BODY WITH ANCHOR FLANGE, WEEP HOLES 4 & 6 FD C 1 FLOOR SINK — — 2 1 -1 /2 SIOUX CHEIF # 861 -4PX PVC SQUARE FLOOR SINK WITH 1/2 PVC GRATE, AND ALUMINUM STAINER . 4 & 6 ® Q (RID) ROOF DRAIN — — 3" — ZURN # Z- 100 —C —R WITH POLY DOME UNDER DECK CLAMP AND ROOF SUMP RECIEVER OVERFLOW ROOF DRAIN �� 3" ZURN # Z- 100— C —R -89 WITH POLY DOME, UNER , 2" S MPMRECEIVER OF 1 > DOWNSPOUT NOZZLE — — SIZE AS SHOWN ON PLAN — ZURN # Z -199 OVERFLOW DOWNSPOUT NOZZEL DS C 1 > NOTES: BACKFLOW PREVENTER, SEE SCHEDULE SIZE TO FLOOR SINK AND TERMINATE WITH MIN. 1" AIR GAP GUARD OR EQUAL PROVIDE ALL STOP VALVES, FLEXIBLE METAL RISER AND ACCESSORIES REQUIRED AN OPERATION FIXTURE REDUCED PRESSURE BACK —FLOW ASSEMBLY (RPBP) & i" PVC DOWNSTREAM OF RPBP OR 8" SYRUP LINE TO TOTALFLEX MANIFOLD. NOTED UNLESS OTHERWISE SPECIFIED ON DRAWINGS 1. PROVIDE REDUCED PRESSURE 2. PIPE DRAINS LINES FULL 3. PROVIDE WITH "HANDI —LAV" 4. PLUMBING CONTRACTOR TO TO PROVIDE A COMPLETE 5. PROVIDE 1 /2 "CW WITH 1" FLEX TUBING CONN 6. WASTE & VENT SIZES AS 0 1337SF 4" RL FOR CONTINUATION SEE CIVIL DWG'S. 4 UJ � � � 0 ® v "» 11N 1 I . - Ej Iii' AEI I ME IRPF „ BEER CAVE 1237S ALKIN COOLER 3 "V UP TO 3 "VTR —� • 6"STANDPIPE DRAIN SEE D =TAIL 3/P02 LEARNING CENTER 2 "W STUB UP CAP FOR FUTURE CONN 4 "W FOR CONTINUATION SEE CIVIL DWG'S. WALKIN COOLER SALES AREA MEN's REST ROOM WALKIN FREEZER 2 "V UP TO 2" VTR HALLWAY PLAN INDEX: P01 BELOW SLAB FLOOR PLAN —WASTE & VENT, LEGEND, NOTES & SCHEDULE P02 FLOOR PLAN— DOMESTIC WATER, NOTES, SCHEDULES & DETAILS P03 PLUMBING SPECIFICATIONS INSTRUCTION TO BIDDERS 1 • VERIFY WITH OWNER AND GENERAL CONTRACTOR FOR OWNER'S FURNISHED ITEMS PRIOR TO BIDDING /CONSTRUCTION. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF. ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. FLOOR PLAN - WASTE / VENT SCALE: 1/4" = 1' -0" GENERAL NOTES: NORTH ,\\\\\-: // A. PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK SO THAT IT PROCEEDS WITH A P. MINIMUM OF INTERFERENCE WITH OTHER TRADES. B. VERIFY EXACT ROUGH —IN AND FINAL EQUIPMENT REQUIREMENTS WITH ROUGH —IN DRAWINGS PROVIDED. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES AND KITCHEN EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND INSTALLING ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. D. THE CONTRACTOR SHALL VERIFY THAT ALL PIPING, AS SHOWN ON THESE DRAWINGS WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, EQUIPMENT, ETC. E. COORDINATE ROUTING AND LOCATIONS OF WASTE AND VENT PIPING WITH ALL OTHER TRADES. F. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS, AND ROOFS SHALL BE DESIGNED INTO T. THE STRUCTURE INITIALLY BY THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. G. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED A MINIMUM OF 12" ABOVE THE ROOF. ALL VENTS SHALL BE A MINIMUM OF 10' FROM ANY OUTSIDE AIR INTAKE. ALL FLOOR DRAINS ARE TO HAVE 6" DEEP SEAL TRAPS. THE P.C. SHALL BE RESPONSIBLE FOR CONNECTING WATER SUPPLY TO THE COFFEE V. MAKERS AND ICE MACHINES. INSTALL ADDITIONAL BACKFLOW PREVENTION DEVICES PER NOTES THIS SHEET. J. INSULATE WATER SUPPLY AND WASTE PIPING UNDER HANDICAPPED LAVATORIES WITH "HANDI —LAV GUARD" JACKET BY TRUEBRO. K. INSULATE ALL COPPER DRAIN LINES FROM DRAIN BINS WITH 1/2" THICK "ARMAFLEX" INSULATION. L THE 3— COMPARTMENT SINK SHALL BE ANCHORED TO WALL AND SEALED WITH Z. SILICONE CAULKING M. PROVIDE DI— ELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE CONNECTIONS. AAA N. ALL REQUIRED PENETRATIONS OF THE COOLER BOX SHALL BE DESIGNED INTO THE COOLER. COORDINATE PENETRATION LOCATIONS WITH THE MANUFACTURER PRIOR TO ORDERING COOLER. BB. 0. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDENSATE DRAIN PIPING AND FITTINGS. INSULATE ALL CONDENSATE DRAIN PIPING AND FITTINGS INSIDE THE BUILDING WITH 1/2" " ARMAFLEX" PIPE INSULATION. Q. R. S. H. U. W. X. Y. PROVIDE STOPS AND SHOCK ABSORBERS AT EACH FIXTURE INCLUDING FOOD SERVICE EQUIPMENT. PROVIDE VACUUM BREAKERS AT FIXTURES WITH HOSE THREAD CONNECTIONS AND APPLIANCES WITH DIRECT CONNECTIONS TO DOMESTIC WATER. VACUUM BREAKERS MUST BE LOCATED A MINIMUM OF 6" ABOVE THE OVERFLOW RIM, AND AFTER THE LAST VALVE ON EQUIPMENT. ALL WATER LINES INSTALLED IN EXTERIOR WALLS SHALL BE INSTALLED INSIDE OF WALL INSULATION AND INSULATED INDIVIDUALLY TO PROTECT FROM FREEZING. CONTRACTOR TO PROVIDE MAIN WATER SERVICE BACKFLOW PREVENTER AS REQUIRED BY LOCAL OR STATE CODE. APPROVED BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL CONTINUOUS PRESSURE LINE EXCEPT HOSES WHICH ARE PERMANENTLY MOUNTED TO HANG A MINIMUM OF 2" ABOVE THE OVERFLOW RIM AT REST. COORDINATE ROUTING AND LOCATION OF PIPING WITH DUCTWORK, LIGHTS, AND STRUCTURE. PIPING SHALL RISE, JOG OR OFFSET AS REQUIRED TO AVOID CONFLICTS. MODIFICATION OF INSTALLED PIPING TO RESOLVE CONFLICTS ARISING FROM LACK OF COORDINATION SHALL BE DONE BY THE PLUMBING CONTRACTOR AT NO EXPENSE TO THE OWNER. DPI PLUMBING CONTRACTOR TO SEAL ALL PLUMBING PENETRATING THRU DRAFT ,•Q STOPPING ABOVE CEILING. 0ik PLUMBING CONTRACTOR TO PROVIDE FLEXIBLE PIPING FROM WALL STOPS TOtyk% Q fY0p,rli4/0 EQUIPMENT CONNECTION. ALL WATER DISTRIBUTION PIPING TO BE COPPER ASTM B42. PROVIDE 1 1/2" INSULATION ON HOT /COLD WATER PIPING. PLUMBING CONTRACTOR TO INSTALL SHUTOFF VALVES WITH COMPRESSION FITTINGS ON ALL WATER SUPPLY AT ALL FIXTURES. �C IIvE�� SELF - DISPENSING, SENSOR, OR METERING FAUCETS MUST PROVIDE A FLOW Cfl &i tYYILA OF WATER FOR AT LEAST FIFTEEN SECONDS WITHOUT THE NEED TO REACTIVE. A) ° 3 91111 PRIOR TO INSTALLATION OF WATER SUPPLY SYSTEM, CONTRACTOR SHALL VERIFY STATIC PRESSURE AT BUILDING. IF PRESSURE IS BELOW 50 PSI CONTACT ENGINEPRMITCENTER OF RECORD PRIOR TO INSTALLATION. PLUMBING CONTRACTOR TO PROVIDE A BID ALTERNATE FOR GREASE INTERCEPTOR WITH FLOW RESTRICTOR AT THREE COMPARTMENT SINK AND VERIFY AT TIME OF CONSTRUCTION WITH STATE AND LOCAL JURISDICTION THE REQUIREMENTS FOR ONE. c 0 cc a Y 0 0 0 0 z Abossein Engineering, L.L.C. MECHANICAL — ELECTRICAL CIVIL — LEED FIRE PROTECTION 2100 112TH AVE. NE BEI,LEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E —Mail: cservicel abossein.com www.abossein.com co o c) 0 z 0 W S 0 0 alp I) 0 wo 0 0 0 0 C 0 V o 0 0 N 0 0 x t 0 0 t 0 III m m C 0 0 0 44 0 18215 72ND AVENUE SOUTH N 0 00 rn 1- w N 000 CD 03 1 1 N N LO LO NN LAYOUT NAME: Layout 1 GENERAL NOTES: A. PLUMBING CONTRACTOR SHALL EXECUTE ALL WORK SO THAT IT PROCEEDS WITH A MINIMUM OF INTERFERENCE WITH OTHER TRADES. B. VERIFY EXACT ROUGH -IN AND FINAL EQUIPMENT REQUIREMENTS WITH ROUGH -IN DRAWINGS PROVIDED. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO PLUMBING FIXTURES AND KITCHEN EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO, FURNISHING AND INSTALLING ALL TRAPS, DRAINS, AND SUPPLIES WITH STOPS. D. THE CONTRACTOR SHALL VERIFY THAT ALL PIPING, AS SHOWN ON THESE DRAWINGS WILL NOT CONFLICT WITH ANY DRAINS, SCUTTLES, JOINTS, VENTS, EQUIPMENT, ETC. E. COORDINATE ROUTING AND LOCATIONS OF WASTE AND VENT PIPING WITH ALL OTHER TRADES. F. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES, ALL REQUIRED OPENINGS AND EXCAVATIONS. ALL REQUIRED OPENINGS IN FOUNDATIONS, FLOORS, WALLS, AND ROOFS SHALL BE DESIGNED INTO THE STRUCTURE INITIALLY BY THE USE OF SLEEVES, CURBS, ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM. G. ALL ITEMS PROJECTING THROUGH THE ROOF SHALL BE FLASHED A MINIMUM OF 12" ABOVE THE ROOF. ALL VENTS SHALL BE A MINIMUM OF 10' FROM ANY OUTSIDE AIR INTAKE. H. ALL FLOOR DRAINS ARE TO HAVE 6" DEEP SEAL TRAPS. I. THE P.C. SHALL BE RESPONSIBLE FOR CONNECTING WATER SUPPLY TO THE COFFEE MAKERS AND ICE MACHINES. INSTALL ADDITIONAL BACKFLOW PREVENTION DEVICES PER NOTES THIS SHEET. J. INSULATE WATER SUPPLY AND WASTE PIPING UNDER HANDICAPPED LAVATORIES WITH "HANDI -LAV GUARD" JACKET BY TRUEBRO. K. INSULATE ALL COPPER DRAIN LINES FROM DRAIN BINS WITH 1/2" THICK "ARMAFLEX" INSULATION. L. THE 3- COMPARTMENT SINK SHALL BE ANCHORED TO WALL AND SEALED WITH SILICONE CAULKING M. PROVIDE DI- ELECTRIC COUPLINGS AT ALL DISSIMILAR METAL PIPE CONNECTIONS. N. ALL REQUIRED PENETRATIONS OF THE COOLER BOX SHALL BE DESIGNED INTO THE COOLER. COORDINATE PENETRATION LOCATIONS WITH THE MANUFACTURER PRIOR TO ORDERING COOLER. 0. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDENSATE DRAIN PIPING AND FITTINGS. INSULATE ALL CONDENSATE DRAIN PIPING AND FITTINGS INSIDE THE BUILDING WITH 1/2" "ARMAFLEX" PIPE INSULATION. P. PROVIDE STOPS AND SHOCK ABSORBERS AT EACH FIXTURE INCLUDING FOOD SERVICE EQUIPMENT. Q. PROVIDE VACUUM BREAKERS AT FIXTURES WITH HOSE THREAD CONNECTIONS AND APPLIANCES WITH DIRECT CONNECTIONS TO DOMESTIC WATER. VACUUM BREAKERS MUST BE LOCATED A MINIMUM OF 6" ABOVE THE OVERFLOW RIM, AND AFTER THE LAST VALVE ON EQUIPMENT. R. ALL WATER LINES INSTALLED IN EXTERIOR WALLS SHALL BE INSTALLED INSIDE OF WALL INSULATION AND INSULATED INDIVIDUALLY TO PROTECT FROM FREEZING. S. CONTRACTOR TO PROVIDE MAIN WATER SERVICE BACKFLOW PREVENTER AS REQUIRED BY LOCAL OR STATE CODE. APPROVED BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL CONTINUOUS PRESSURE LINE EXCEPT HOSES WHICH ARE PERMANENTLY MOUNTED TO HANG A MINIMUM OF 2" ABOVE THE OVERFLOW RIM AT REST. T. COORDINATE ROUTING AND LOCATION OF PIPING WITH DUCTWORK, LIGHTS, AND STRUCTURE. PIPING SHALL RISE, JOG OR OFFSET AS REQUIRED TO AVOID CONFLICTS. MODIFICATION OF INSTALLED PIPING TO RESOLVE CONFLICTS ARISING FROM LACK OF COORDINATION SHALL BE DONE BY THE PLUMBING CONTRACTOR AT NO EXPENSE TO THE OWNER. U. PLUMBING ABOVE AC TOR TO SEAL ALL PLUMBING PENETRATING THRU DRAFT V. PLUMBING T CONTRACTOR TO PROVIDE FLEXIBLE PIPING FROM WALL STOPS TO ALL WATER DISTRIBUTION PIPING TO BE COPPER ASTM B42. PROVIDE 1 1/2" INSULATION ON HOT /COLD WATER PIPING. PLUMBING CONTRACTOR TO INSTALL SHUTOFF VALVES WITH COMPRESSION FITTINGS ON ALL WATER SUPPLY AT ALL FIXTURES. Z. SELF - DISPENSING, SENSOR, OR METERING FAUCETS MUST PROVIDE A FLOW OF WATER FOR AT LEAST FIFTEEN SECONDS WITHOUT THE NEED TO REACTIVE. PRIOR TO INSTALLATION OF WATER SUPPLY SYSTEM, CONTRACTOR SHALL VERIFY STATIC PRESSURE AT BUILDING. IF PRESSURE IS BELOW 50 PSI CONTACT ENGINEER OF RECORD PRIOR TO INSTALLATION. BB. PLUMBING CONTRACTOR TO PROVIDE A BID ALTERNATE FOR GREASE INTERCEPTOR WITH FLOW RESTRICTOR AT THREE COMPARTMENT SINK AND VERIFY AT TIME OF CONSTRUCTION WITH STATE AND LOCAL JURISDICTION THE REQUIREMENTS FOR ONE. W. X. Y. AA. WATER HEATER 1 SCHEDULE DESIGNATION: Mk VII ZONE: RESTROOMS MANUFACTURER: A.O. SMITH MODEL: DEL -40 ELECTRICAL 208V -3 PHASE, 25A STORAGE CAPACITY 40 GALLONS RECOVERY CAPACITY 41 GPH CO 60 F TEMP RISE NOTE: REQUIRED # ST -5 -C AND ALL TANK TO BE UL WATT NON PROVIDE WATER HEATER WITH EXPANSION TANK AMTROL REQUIRED ACCESSORIES. LISTED AND HAVE 2 6000 SIMULTANEOUS USE ELEMENTS WATER HEATER 2 SCHEDULE DESIGNATION: Mk W ZONE: RESTROOMS MANUFACTURER: CHRONOMITE MODEL: SR -20L TYPE: INSTANTANEOUS WATTS: 4160 TEMP. RISE AT 0.3 GPM: 57T VOLTAGE: 208 PHASE: 1 REMARKS: (1)(2) (1) WITH 0.5 GPM RESTRICTOR (2) NO PRESSURE AND TEMPERATURE RELIEF VALVE REQUIRED (UNLESS SPECIFIED BY LOCAL CODES) SEE DETAIL 2/P02 AS METER BY PSE 200 CFH © 8" WC OUTLET PRESS. MOUNT ON WALL BELOW PRESS. REDUCING VALVE ASSEMBLY CORDINATE LOCTION WITH FIRE SPRINKLER HEADER BACKFLOW PREVENTER NOTES 1. AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #009QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER 2. VALVES TO BE LINE SIZE. 3. INSTALL AT THE FOLLOWING LOCATIONS (MINIMUM): A. RPBA AT ICE MAKER B. RPBA AT COFFEE BREWER /ESPRESSO MACHINE (IF INSTALLED) C. WASHINGTON STATE APPROVED RPBA AT BEVERAGE BAR /CARBONATOR (POP MACHINE PIPING DOWNSTREAM OF CARBONATOR SHALL BE PLASTIC IN ORDER TO AVOID CARBONIC POISONING. D. BACKFLOW PREVENTERS SHALL BE MOUNTED 5 FEET MAXIMUM ABOVE FLOOR PER UPC 2006, SEC. 603.3.4. DISCHARGE DRAINS WITH AIRGAP, TYP. 4. BACKFLOW PREVENTERS SHALL BE FULLY INSTALLED AND TESTED PRIOR TO PRE - OPENING INSPECTION 6" STANDPIPE r. FLOOR 4" P -TRAP FLOOR PLAN - DOMESTIC WATER SCALE: 1/4" = 1' -0" STANDPIPE DRAIN DETAIL 3 SCALE: NONE P 0 2 NORTH O O O PRESS REDUCING VA 150 PSIG INLET PRESS. 75 PSIG OUTLET PRESS CORDINATE LOCTION WITH FIRE SPRINKLER HEADER 0 ix a Y U 0 z I— QQ 3: L UW I— 06 5 g3cto i) V.), O o ° °� 1 W z o QUW Q W ° . ) O E- (:) J Z 0 cc ac z 0 z CO INCOMING 1 -1/2" DOMESTIC WATER SERVICE, SEE SITE PLAN FOR CONT. DOMESTIC WATER SHUT -OFF VALVE PROVIDE 1/2" COLD WATER STUB WITH SHUT -OFF ROUTED BELOW SLAB TO FOOD COUNTER, COORD. AT SITE AND WITH ARCH. FOR FINAL CONNECTION REQUIREMENTS CONNECT 3' HOSE TO FOUNTAIN COMPONENTS FROM WATER CONNN ECTION TO ALLOW FOR FOUNTAIN TO BE MOVED FOR SERV CING PROV DE MIN. 6" DRIP LEG, UNION AND GAS COCK AT CON ECTION TO AIR HANDLING UNIT 1/2 "C CONNECTION TO BAG -N -BOX WATER FILTER COOR INATE EXACT LOCATION WITH OWNER 1 14'� 11 Ri:4; +0 i eon deea 4T US kHev vr - o h 5eco !'S 54 p Lc 100 t 4014 I VACUUM BREAKER VALVE. Hw Cw 3/4" T/P VALVE E DRAIN FULL SIZE TO MOP SINK BELOW PROVIDE A GALVANI DRAIN PAN FOR WATE HEATER & i" DRAIN PIPE DRAIN TO FLO SINK BELOW EXPANSION TANK WATER HEATER SHALL BE STRAPPED AND BOLTED IN PLACE PER THE MANUFACTURERS RECOMMENDATIONS PER UPC SECTION 508.2 PLATFORM PROVIDED BY ARCH WATER HEATER DETAIL SCALE: NONE 0.5 GPM FLOW CONTROL (MUST BE INSTALLED) ON HEATER OUTLET SECURE TO WALL WITH TOGGLE BOLTS ELECTRICAL CONNECTION WITH ACCESS DOOR lp WH -2 INSULATED PIPES WITH HANDI -LAV -GUARD 3 -WAY STOP 1/2" COLD WATER NPT 1/2" TO LAVATORY INSTANT -FLOW HEATER 3/8" TO HEATER 3/8" FPT INLET & OUTLET NOTE: INSTALL WATER HEATER PER THE MANUFACTURER'S RECOMMENDATIONS AND PER THE LOCAL CODES, UNIT MUST BE HARD WIRED. INSTANEOUS WATER HEATER DETAIL nrry ALA Mb' 2 3 2011 SCALE: NONE P02 ITCENrR Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroice @abossein,com www.abossein.com cvi co co 0 z cc w E O c.) ai L. 1) 0 15 0 0 C co 0 cd 1 V cn 0 C 0 0 X 0 III U 0 III II 1 II i 0 To 0 m rn 3 m -IC a 0 o i ..' o M 0 w z ,_ w 4 oo cTh N C: (pi 00 LC) in OD Y N C; 0 z5 zf zW as z ix wz w w z0 z w E U N O 0 CV PLOTTED: Thursday, August 18, 2011 — 3:14pm LAYOUT NAME: Layout 1 PLUMBING SPECIFICATIONS - DIVISION #22 PART 100 COAL 1.01 LOCAL CONDITIONS: VISIT AND INSPECT THE PREMISES TO ASCERTAIN THE EXISTING CONDITIONS BEFORE SUBMITTING A BID. NO EXTRA PAYMENT WILL BE ALLOWED FOR THE LACK OF KNOWLEDGE OF THESE CONDITIONS. 1.02 CODES: STRICTLY COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. IMC - Mechanical Code UPC - Plumbing Code 1.03 STANDARDS: THE FOLLOWING PUBLICATIONS (LATEST EDITION) FORM A PART OF THESE REQUIREMENTS TO THE EXTENT INDICATED BY THE REFERENCES THERETO: NFPA PAMPHLET 54 NFPA PAMPHLET 90A 1.04 PLANS AND SPECIFICATIONS: THE PLUMBING DRAWINGS ARE DIAGRAMMATIC IN CHARACTER INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT, PIPING, ETC., AND APPROXIMATE SIZES AND LOCATIONS OF EQUIPMENT AND OUTLETS. DETERMINE THE EXACT LOCATION OF THE ELEMENTS OF THE SYSTEM FROM THE STRUCTURE AND FROM THE EQUIPMENT, NOT FROM THE DRAWINGS. DO NOT SCALE DRAWINGS FOR MEASUREMENTS NOR USE AS SHOP DRAWINGS. 1.05 PROVIDE ALL ITEMS, EQUIPMENT, MATERIALS, OPERATIONS, OR METHODS LISTED, MENTIONED OR SCHEDULED ON THE DRAWINGS, AND /OR HEREIN INCLUDING ALL INCIDENTALS AND ACCESSORIES NECESSARY AND REQUIRED FOR INSTALLATION OR MOUNTING, OR NORMALLY SUPPLIED BY COMMON PRACTICE WHETHER SPECIFICALLY MENTIONED OR NOT, TO PROVIDE COMPLETE AND PROPERLY FUNCTIONING SYSTEMS. 1.06 BRING ANY NON- COMPLIANCES WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS, CONFLICTS AND DISCREPANCIES TO THE ENGINEER'S ATTENTION BEFORE SUBMITTING BID. A CORRECT, COMPLETE AND EASILY MAINTAINED SYSTEM IS INTENDED. 1.07 THE CONTRACTOR'S BID WILL BE CONSTRUED AS AN AGREEMENT TO COMPLETE THE WORK WITHOUT ADDITIONAL COST TO THE OWNER. WHERE CONFLICTS BETWEEN PLANS AND SPECIFICATIONS OR CONFLICTING INFORMATION ON THE PLANS OCCURS, THE CONFLICTS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BIDDING. THE MORE COSTLY ALTERNATIVE SHALL BE INCLUDED IN THE BID PRICE. 1.08 MAKE NO CHANGES IN THE WORK SPECIFIED, UNLESS SUCH CHANGES ARE AUTHORIZED IN WRITING BY THE OWNER, ARCHITECT AND /OR ENGINEER. NO CHARGES FOR EXTRA WORK WILL BE PAID UNLESS SUCH EXTRA WORK HAS BEEN AUTHORIZED AND THE AUTHORIZATION CONTAINS A STATEMENT OF THE WORK TO BE ACCOMPLISHED AND THE CHARGES TO BE MADE FOR THE WORK. 1.09 THE INFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC IN NATURE. IT DOES NOT NECESSARILY REPRESENT ALL FITTINGS, HANGERS, ETC. REQUIRED FOR A COMPLETE WORKING SYSTEM. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETELY FINISHED AND OPERATIONAL SYSTEMS. 1.10 REFER TO LATEST ARCHITECTURAL DRAWINGS FOR: EXACT WALL LOCATIONS, DIMENSIONS, AND PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS. 1.11 CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ALTERATIONS REQUIRED BY THE OWNER, ARCHITECT, OR FIELD CONDITIONS. 1.12 ALL EQUIPMENT SHALL BE NEW, SHALL COMPLY WITH SPECIFICATIONS ON DRAWINGS, AND SHALL COMPLY WITH ENERGY CONSERVATION CODE REQUIREMENTS AS ADOPTED BY THE STATE, AS WELL AS LOCAL JURISDICTIONAL BUILDING DEPARTMENT. SUBMIT DATA FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. SUBMITTAL SHALL INCLUDE ENERGY CODE COMPLIANCE CERT- IFICATION. 1.13 THE CONTRACTOR SHALL REFER TO ALL OTHER DRAWINGS, INCLUDING: ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND FOOD SERVICE, FOR ALL COORDINATION AND REFERENCE DATA. COORDINATE INSTALLATION WITH WORK OF OTHER TRADES. 1.14 DURING BID PERIOD: INVESTIGATE AND VERIFY EXISTING CONDITIONS, EXACT LOCATIONS, ELEVATIONS, AND CHARACTERISTICS OF EXISTING UTILITIES AND PIPING. BRING ANY DISCREPANCIES TO ATTENTION OF ARCHITECT AS SOON AS POSSIBLE. 1.15 REVIEW ELECTRICAL LAYOUT, ROUTING OF UNDERGROUND ELECTRICAL UTILITIES INCLUDING POWER AND TELEPHONE, NEW AND EXISTING UNDERGROUND ELECTRICAL CONDUIT LINES, PRIOR TO START OF WORK. 1.16 CONSULT WITH ALL TRADES AND DETERMINE EXTENT OF PLUMBING WORK DURING BID PERIOD. EXTEND ALL SERVICES TO LOCATIONS DESIGNATED AND REQUIRED, FURNISH ALL MATERIALS, AND PAY ALL COSTS NOT FURNISHED BY OTHERS. 1.17 IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A MECHANICAL SYSTEM COMPLETE, FULLY ADJUSTED, AND READY FOR OWNER'S BENEFICIAL USE. 1.18 IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. WHEREVER THE WORD "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY TO USE." MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION, SHALL BE INCLUDED IN THE WORK, THE SAME AS IF HEREIN SPECIFIED OR SHOWN. 1.19 THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENT SALES TAXES, FEES AND OTHER COSTS, INCLUDING UTILITY CONNECTIONS OR EXTENSIONS, IN CONNECTION WITH HIS WORK; FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF HIS WORK AND DELIVER SAME TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR WORK. 1.20 THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON DRAWINGS AND /OR SPECIFIED. PART 2.00 PRODUCTS 2.01 MATERIALS AND EQUIPMENT SUBSTITUTIONS: THE BID PRICE SHALL BE BASED ON THE MATERIALS, EQUIPMENT AND /OR SERVICES AS SCHEDULED ON THE DRAWINGS AND /OR SPECIFIED HEREIN, AND /OR AS ACCEPTED PRIOR TO BIDDING. 2.02 ACCEPTANCE OF ALTERNATE OR SUBSTITUTE EQUIPMENT IN NO WAY VOIDS MATERIAL OR PERFORMANCE REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF ANY MATERIAL OR EQUIPMENT SUBSTITUTED FOR SPECIFIED ITEMS ACCEPTED BY THE ARCHITECT AND /OR ENGINEER BEFORE OR AFTER THE BID DATE. CONTRACTOR SHALL BE RESPONSIBLE FOR INCORPORATING ANY SUBSTITUTE EQUIPMENT IN THE SYSTEM DESIGN. 2.03 CONTRACTOR SHALL PAY FOR ALL EXTRA COSTS BY ANY TRADE FOR CHANGES NECESSITATED BY MATERIAL OR EQUIPMENT SUBSTITUTIONS REGARDLESS OF ACCEPTANCE WITHOUT FURTHER COST TO THE CLIENT. 2.04 DOMESTIC WATER PIPING ABOVE GROUND SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS OR PEX. JOINTS AND CONNECTIONS SHALL BE COMPLETED WITH 95 PER- CENT TIN, 5 PERCENT ANTIMONY OR PEX JOINTS. WATER PIPING BELOW GROUND SHALL BE TYPE "K ", NON - METALIC PVC "GOLD" (OR EQUAL) MAY BE USED IN -LIEU OF COPPER PIPING IF ITEMIZED AS A "DEDUCT" IN BID AND SUBMITTED FOR THE OWNER'S CONSIDERATIONS. 2.05 WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH NO HUB FITTINGS. PVC OR APPROVED ABS NON - METALIC PIPING SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE. ALTERNATES SHALL BE SUBMITTED TO OWNER AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO START OF WORK. NON - METALIC PIPING MAY BE USED FOR UNDERGROUND HOWEVER ABOVE GROUND PIPING (AND PROPERLY FIRE STOPPED) WHERE APPROVED BY LOCAL JURISDICTION SHALL BE ITEMIZED "DEDUCT" IN BID FOR OWNER'S CONSIDERATIONS. 2.06 NATURAL GAS PI[ING SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED MALLEABLE IRON FITTINGS. THE USE OF OTHER PIPING MATERIALS AND FITTINGS SHALL BE SUBMITTED TO OWNER AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO ISTALLATION. 2.07 INSULATE ALL PIPING, VALVES, AND FITTINGS FOR DOMESTIC COLD, HOT AND RECIRC. LINES WITH (1/2" CW, 1" HW & RECIRC) PRE- FORMED FIBERGLASS INSULATION WITH "K" FACTOR OF 0.30 MAXIMUM AT 200 deg. F. MEAN TEMPERATURE. PROVIDE ALL SERVICE, SELF LAP JACKET, AND VAPOR BARRIER. INSULATE CONDENSATE DRAINS WA" ARMAFLEX #22 OR "JM" AEROTUBE INSULATION. PROVIDE ADDITIONAL INSULATION IN AREAS SUBJECT TO FREEZING. SEE SPECIFICATION FOR TRACED -LINE INSULATION. 2.07 NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. 2.08 PROVIDE WEATHERPROOF FLASHING AT ALL DUCT, PIPE, ETC., MECHANICAL PENETRATIONS THROUGH THE BUILDING WALLS AND ROOF. FLASHING SHALL BE DESIGNED AND INSTALLED PER SMACNA AND SHALL BE GUARANTEED WEATHER PROOF FOR THE DURATION OF THE GUARANTEE. 2.09 ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE) FIRE HAZARD RATING AS TESTED BY ASTM E -84, NFPA 255, OR UL 723, NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ACCESSORIES SUCH AS COATINGS, TAPES, AND ADHESIVES SHALL HAVE THE SAME COMPONENT RATINGS. ALL INSULATING MATERIALS OR THEIR CONTAINERS SHALL HAVE A LABEL INDICATING COMPLIANCE WITH THE ABOVE RATING. REFERENCE STANDARDS: NFPA D -255, A.S.T.M. E -84, UL -723, ASH RAE 90 -75 AND THE STATE ENERGY CODE (IF APPLICABLE). ACCEPTABLE MANUFACTURERS: CERTAINTEED, OWENS- CORNING, KNAUF AND MANVILLE. 2.10 PIPE MATERIAL: COLD WATER AND HOT WATER COPPER "L" (LEAD FREE) WASTE AND VENT CAST IRON (ABOVE GRADE) NOTE: JOINTS AND METHOD OF CONNECTIONS SHALL BE PER THE IPC- CHAPTER #13, ASTM STANDARDS AND MANUFACTURERS RECOMMENDATIONS FOR EACH PIPE TYPE AND APPLICATIONS. 2.11 PIPE INSULATION: COLD WATER - 1/2" INSULATION WITH VAPOR BARRIER JACKETS. HOT WATER - 1" INSULATION FOR ALL PIPING UP TO 2" DIAMETER. UNDERGROUND PIPING WITH 1" CLOSED CELL FOAM INSULATION. UNLESS NOTED OTHERWISE PART 3.00 EXECUTIONS 3.01 PERMITS AND INSPECTIONS: APPLY AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED FOR THE WORK, AND AT COMPLETION, PRESENT THE OWNER WITH THE SIGNED CERTIFICATES OF FINAL INSPECTION. 3.02 UTILITIES: CHARGES BY UTILITY COMPANIES FOR PROVIDING SERVICES SHALL BE PAID BY OWNER AND WILL NOT BE A PART OF THIS CONTRACT. THE CONTRACTOR SHALL DO INSTALLATION WORK NORMALLY PROVIDED IN THIS CONTRACT. 3.03 PLACE AND ARRANGE EQUIPMENT, PIPING, CONTROLS, ETC., TO FIT THE SPACE AVAILABLE. INCLUDING ALL OFFSETS IN PIPING, ETC. REQUIRED. 3.04 THE ENGINEER'S CHECK SHALL BE GENERAL, AND DOES NOT RELIEVE THE CONTRACTOR OF FINAL RESPONSIBILITY OF COMPLIANCE TO THE INTENT OF THE PLANS AND SPECIFICATIONS. 3.05 SUPERVISION AND WORKMANSHIP: QUALIFIED SUPERVISION FOR EACH TRADE SHALL BE IN CHARGE OF THE WORK AT ALL TIMES AND SHALL BE ON THE JOB SITE WHENEVER WORK IN THAT TRADE IS BEING ACCOMPLISHED. 3.06 ALL WORK SHALL BE DONE IN A FIRST -CLASS MANNER BY WORKMEN SKILLED IN THE TRADE AFFECTED. 3.07 CLEANING PIPING & EQUIPMENT, TESTING: PLUG ALL NECESSARY OPENINGS OF THE ENTIRE DRAINAGE AND VENTING SYSTEM TO PERMIT THE COMPLETE SYSTEM OR PORTION THEREOF TO BE FILLED WITH WATER TO THE LEVEL OF THE HIGHEST VENT STACK ABOVE THE ROOF OR A VERTICAL STACK MAY BE FILLED WITH WATER TO A HEIGHT OF 10 FT. ABOVE THE HIGHEST HORIZONTAL RUN TO BE TESTED. THE SYSTEM SHALL MAINTAIN THE WATER LEVEL WITHIN 1 IN. WHEN TESTED FOR 30 MINUTES. WHEN AN AIR TEST IS USED, APPLY A PRESSURE OF NOT LESS THAN 5 PSI WITH A FORCE PUMP AND MAINTAIN AT LEAST 15 MINUTES WITHOUT LEAKAGE WHEN TESTED WITH A MERCURY COLUMN GAUGE. 3.08 CLEAN ALL EQUIPMENT, PIPE, VALVES AND FITTINGS OF GREASE, METAL CUTTINGS, DIRT AND SLUDGE THAT MAY HAVE ACCUMULATED BY OPERATION OF THE SYSTEM FOR TESTING. REPAIR ANY STOPPAGE OR DAMAGE TO PARTS OF THE BUILDING, TO IT'S FINISH OR FURNISHINGS DUE TO THE CONTRACTOR'S FAILURE TO PROPERLY CLEAN THE PIPING SYSTEM WITHOUT COST TO THE OWNER. ADJUST THE HOT WATER SYSTEM FOR UNIFORM FLOW. ADJUST FLUSH VALVES AND OTHER PARTS OF THE SYSTEM FOR QUIET OPERATION. AFTER CLEANING THE POTABLE WATER SYSTEM, OR PART THEROF, FILL WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE CHLORINE AND ALLOW TO STAND FOR SIX (6) HOURS BEFORE FLUSHING. 3.09 COMPLETION: OPERATE ALL PLUMBING SYSTEMS, INCLUDING ALL EQUIPMENT FURNISHED UNDER THIS DIVISION TO PROVE THAT ALL COMPONENTS ARE PROPERLY OPERATING AND THAT THE COMPLETE INSTALLATION IS FUNCTIONING SMOOTHLY AND NOISELESSLY TO THE FULL EXTENT OF PLANS AND SPECIFICATIONS. ANY REBALANCING, READJUSTING OF SYSTEM ELEMENTS FOUND NECESSARY WHEN THE SYSTEMS ARE SUBJECT TO ACTUAL OPERATING CONDITIONS SHALL BE DONE BY THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. 3.10 OPERATING INSTRUCTIONS: PROVIDE TYPEWRITTEN OPERATING INSTRUCTIONS IN THE BROCHURE COVERING EACH PIECE OF PLUMBING EQUIPMENT, GIVE NORMAL STARTING AND STOPPING PROCEDURES, ALONG WITH PROPER PARTIES TO CONTACT IN THE EVENT OF EMERGENCY, FAILURE OF EQUIPMENT. OUTLINE OF INSTRUCTIONS AS FOLLOWS: 3.11 AS -BUILT DRAWINGS: SUBMIT AS -BUILT DRAWINGS AT COMPLETION OF WORK. 3.12 GUARANTEE: THE PLUMBING SYSTEM SHALL BE LEFT IN PROPER WORKING ORDER. REPLACE ANY WORK, MATERIAL OR EQUIPMENT PROVIDED UNDER THIS CONTRACT WHICH DEVELOPS DEFECTS WITHIN ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION WITHOUT ADDITIONAL CHARGES. A NEW ONE (1) YEAR GUARANTEE ON THE AFFECTED ITEM OR ITEMS SHALL BE PROVIDED COMMENCING ON THE DATE OF THE APPROVED REPAIR OR REPLACEMENT. 3.13 CUTTING AND PATCHING: CAREFULLY PERFORM ALL WORK WHERE CUTTING, CHANNELING, CHASING, OR DRILLING OF FLOORS, WALLS, PARTITIONS, CEILINGS OR OTHER SURFACES IS NECESSARY FOR PROPER INSTALLATION OR SUPPORT OF PIPING, OR OTHER PLUMBING EQUIPMENT. 3.14 ANY DAMAGE TO BUILDING, PIPING, EQUIPMENT, PLASTER, WOODWORK OR METAL WORK SHALL BE REPAIRED BY SKILLED MECHANICS OF TRADES INVOLVED, AT NO ADDITIONAL COST TO THE OWNER. 3.15 DO NOT CUT, CHANNEL, CHASE OR DRILL MASONRY OR TILE; OR CUT, DRILL OR WELD STRUCTURAL MEMBERS OF THE BUILDING, ETC., WITHOUT FIRST OBTAINING ARCHITECT'S PERMISSION, IF PERMISSION IS GRANTED, PERFORM THIS WORK IN A MANNER APPROVED BY THE ARCHITECT. 3.16 CAULKING & WATERPROOFING: CAULK AROUND ALL PIPES, ETC. TO PREVENT AIR AND MOISTURE LEAKAGE WITH COMPOUND APPROVED BY ARCHITECT /ENGINEER. 3.17 PROVIDE FLASHINGS WHERE ALL PIPES PIERCE OUTSIDE WALLS OR ROOF AS NECESSARY TO PREVENT MOISTURE ENTRY. 3.18 INSERTS, SLEEVES & BLOCKOUTS: FURNISH AND INSTALL, PRIOR TO CONCRETE POURING OR OTHER CONSTRUCTION, INSERTS, SLEEVES, OR BLOCKOUTS IN WALLS, FLOOR SLABS, ROOFS AND PARTITIONS FOR PASSAGE OF ALL WORK INSTALLED UNDER THIS DIVISION. 3.19 PROVIDE GALVANIZED IRON AND STEEL PIPE SLEEVES FOR IRON PIPES. USE COPPER SLEEVES FOR COPPER PIPES. PROVIDE WOOD OR STEEL BLOCKOUTS FOR LARGE OPENINGS. SECURE ALL SUCH ITEMS FIRMLY IN POSITION. 3.20 TRENCHING AND BACKFILLING: PERFORM ALL TRENCHING AND BACKFILLING REQUIRED BY WORK PERFORMED UNDER THIS DIVISION. TRENCHING AND BACKFILLING DONE IN ACCORDANCE WITH "EXCAVATING AND GRADING" SPECIFICATIONS AND AS HEREIN SPECIFIED. TRENCHES SHALL BE EXCAVATED TO THE DEPTH REQUIRED FOR THE UTILITIES INVOLVED. THE TRENCH BOTTOM SHALL BE FREE FROM STONES OR SOFT SPOTS. 3.21 BACKFILLING PIPING TRENCHES AS SOON AS PIPING IS TESTED AND APPROVED BY THE ARCHITECT AND BUILDING INSPECTOR. BACKFILL FOR A DEPTH OF 12 IN. OVER THE TOP OF THE PIPING WITH SAND, OR CLEAN EARTH OF SPECIFIED BACKFILL MATERIAL. UNIFORMLY PLACE AND TAMP BACKFILL BY APPROPRIATE METHODS TO ENSURE PROPER ALIGNMENT OF PIPING TO AVOID INJURY TO THE INSTALLED MATERIALS. 3.22 GRADE THE BOTTOM OF TRENCHES TO SECURE THE REQUIRED FALL WITH A UNIFORM PITCH AND ADEQUATE WIDTH TO ENSURE PROPER INSTALLATION OF PIPING. REMOVE DIRT UNDER CAST IRON HUBS SO THAT THE ENTIRE PIPE BARREL RESTS ON FIRM EARTH. BRING OVER- EXCAVATED OR INADEQUATELY COMPACTED GROUND TO THE PROPER LEVEL WITH GRAVEL 3.23 ACCESS DOORS AND PANELS: FURNISH AND INSTALL ACCESS DOORS OR PANELS AS SHOWN ON THE DRAWINGS AND /OR AS REQUIRED FOR PROPER ACCESS TO ALL CONCEALED EXPANSION JOINTS, VALVES, ETC. IF ACCESS DOOR OR SIZE IS NOT SHOWN, PROVIDE A SIZE APPROPRIATE TO THE CONDITIONS, BUT IN NO CASE LESS THAN 12 IN. X 12 IN. 3.24 PIPING INSTALLATION: ARRANGE AND INSTALL PIPING APPROXIMATELY AS INDICATED, STRAIGHT, PLUMB AND AS DIRECT AS POSSIBLE. FORM RIGHT ANGLES OR PARALLEL LINES WITH BUILDING WALLS. PRIOR TO INSTALLATION, CHECK MECHANICAL DRAWINGS, ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR INTERFERENCES. WHERE DEPARTURES FROM INDICATED ARRANGEMENTS ARE REQUIRED, VERIFY PROPOSED CHANGES WITH THE ARCHITECT /ENGINEER BEFORE PROCEEDING. COORDINATE WITH ALL TRADES SO THAT PIPES, CONDUITS, DUCTS, ETC., WILL NOT INTERFERE WITH EACH OTHER. 3.25 CUT PIPES ACCURATELY TO MEASUREMENT ESTABLISHED AT THE BUILDING, AND WORK INTO PLACE WITHOUT SPRINGING OR FORCING. PROPERLY CLEAR ALL WINDOWS, DOOR AND OTHER OPENINGS. MAKE CHANGES IN DIRECTION WITH FITTINGS. WHERE CHANGES IN PIPE SIZES OCCUR, USE ONLY REDUCING FITTINGS. CAP AND /OR PLUG OPEN ENDS OF PIPELINES AND OTHER EQUIPMENT DURING INSTALLATION TO KEEP DIRT OR OTHER FOREIGN MATERIAL OUT OF THE SYSTEM. INSTALL HORIZONTAL PIPING AS HIGH AS POSSIBLE WITHOUT SAGS OR HUMPS. KEEP PIPES CLOSE TO WALLS, PARTITIONS, CEILINGS, OFFSET ONLY WHERE NECESSARY TO FOLLOW WALLS AS DIRECTED. LOCATE GROUPS OF PIPES PARALLEL TO EACH OTHER. SPACE PIPING AT DISTANCES TO PERMIT APPLYING FULL INSULATION AND TO PERMIT ACCESS FOR SERVICING VALVES. 3.26 CONCEAL ALL PIPING IN BUILDING CONSTRUCTION OR UNDERGROUND IN FINISHED AREAS. THE PIPING INSTALLATION SHALL NOT CAUSE DELAY IN THE WORK OF OTHER TRADES. ALLOW AMPLE TIME FOR TESTS AND APPROVAL KEEP FIXTURE BRANCHES CONCEALED TO POINTS ABOVE FLOOR CLOSE TO FIXTURES. EXPOSED PIPE SHALL BE CHROME PLATED. INSTALL CHROMIUM PLATED WALL AND CEILING PLATES ON ALL PIPES PASSING THROUGH WALLS, PARTITIONS, AND FLOORS WHEREVER PIPING IS EXPOSED IN FINISHED PARTS OF THE BUILDING. 3.27 PROVIDE UNIONS OR FLANGES TO ALLOW REMOVAL OF EACH PIECE TO EQUIPMENT OR CONTROL DEVICE. LOCATE BETWEEN SHUT -OFF AND EQUIPMENT. 3.28 LOCATE PIPE SUPPORT HANGERS SPACED ON STRAIGHT RUNS NOT TO EXCEED 6 FT. FOR SIZES UP TO 1 - \" AND NOT TO EXCEED 10 FT. FOR SIZES 2" AND LARGER. 3.29 PROVIDE LINE SIZE VALVES WHERE INDICATED. VALVES IN HORIZONTAL LINES SHALL BE INSTALLED WITH STEMS HORIZONTAL OR ABOVE THE LINE. ISOLATION VALVES SHALL BE INSTALLED IN WATER LINES CONNECTED TO EACH PIECE OF EQUIPMENT AND AT ANY OTHER POINTS INDICATED. 3.30 JOINTS TAPERED THREADS OF SCREW JOINTS SHALL BE PROPERLY CUT. SEAL SCREWS JOINTS WITH AN APPROVED PIPE JOINT COMPOUND OR TAPE APPLIED TO THE PIPE THREADS AND NOT THE FITTING. 3.31 CUT COPPER TUBING SQUARE AND REMOVE BURRS. CLEAN BOTH INSIDE OF FITTINGS AND OUTSIDE OF TUBING WITH STEEL WOOL BEFORE SWEATING. DO NOT ANNEAL FITTINGS AND TUBING WHEN MAKING CONNECTIONS. USE COMPOSITION LEAD FREE SOLDER FOR ALL JOINTS. 3.32 FIXTURE INSTALLATION: PROVIDE ALL HANGERS NECESSARY TO PROPERLY SECURE FIXTURES TO THE TYPE OF CONSTRUCTION USED. COVER ALL FIXTURES WITH MANILLA PAPER. DO NOT REMOVE UNTIL COMPLETION OF THE WORK. INSTALL SUCH GUARDS AND BOXING AS NECESSARY TO PROTECT FIXTURES AGAINST DAMAGE DURING CONSTRUCTION. PROVIDE STOPS ON THE SUPPY PIPING TO EACH FIXTURE WHETHER SPECIFIED OR NOT. PROVIDE UNIONS AT EACH FIXTURE TO PERMIT REMOVAL OF THE FIXTURE FOR REPAIR OR REPLACEMENT. ALL EQUIPMENT SHALL BE MOUNTED IN ACCORDANCE WITH MANUFACTURER'S ROUGH -IN MEASUREMENTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. SEAL WATERTIGHT THE JUNCTURE OF A FIXTURE AND THE FLOOR OR WALL. 3.33 PROVIDE VACUUM BREAKERS AND BACK FLOW PREVENTORS AS NECESSARY TO AVOID WATER BEING DRAWN BACK INTO THE WATER- SUPPLY PIPING. INSTALLATION SHALL BE IN FULL COMPLIANCE OF THE REQUIREMENTS OF THE BUILDING DEPARTMENT AND THE LOCAL HEALTH DEPARTMENT. PROVIDE SHOCK ABSORBERS IN THE PIPING SYSTEM AS NECESSARY TO PRECLUDE A WATER HAMMER PROBLEM WITH THE PIPING SYSTEM. 3.34 GAS PIPING INSTALLATION: INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF NFPA PAMPHLET 54 AND TO LOCAL CODES. PROVIDE A GAS COCK AND UNION AT EACH APPLIANCE AND AT THE BULDING ENTRY. 3.35 PIPE INSULATION: INSULATE ALL HOT, COLD, AND RECIRCULATION PIPING, AS WELL AS ALL FITTINGS AND VALVES, WITH GLASS FIBER INSULATION. NOT REQUIRED FOR RUNOUTS TO FIXTURES, RISERS FEEDING FIXTURES, UNIONS, FLANGES, STRAINERS, FLEXIBLE CONNECTIONS OR EXPANSION JOINTS. APPLY ON PIPING OVER CLEAN AND DRY SURFACES WITH EDGES FIRMLY BUTTED TOGETHER. MAKE CONTINUOUS THROUGH SLEEVES OR OPENINGS IN WALL AND FLOORS. FINISH INSULATION NEATLY AT HANGERS AND SUPPORTS. FOR FITTINGS, PROVIDE ONE COAT CEMENT, PRE - MOLDED GLASS FIBER FITTING COVER AND FINISH WITH GLASS FABRIC EMBEDDED IN FIRE RETARDANT MASTIC. 3.36 KITCHEN EQUIPMENT CONNECTION REQUIREMENTS: PLUMBING CONTRACTOR SHALL PROVIDE ALL ROUGH -IN AND SERVICE EQUIPMENT. 3.37 3.38 PLUMBING CONTRACTOR SHALL ALLOW FOR INSTALLATION OF BETWEEN STUB -OUT POINT AND POINT -OF- CONNECTION ON FINAL CONNECTIONS FOR VALVES, FITTINGS, TRAPS, THE EQUIPMENT. ALL FOOD AND BEVERAGE AND CONTROLS REQUIRED PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL SUPPLIES AND STOPS, TRAPS, VALVES, CONTROLS, AND OTHER ACCESSORIES THAT ARE NOT AN INTEGRAL PART OF THE KITCHEN EQUIPMENT AS REQUIRED TO MAKE FINAL CONNECTIONS TO THE EQUIPMENT FOR A COMPLETE AND OPERATING SYSTEM IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 3.39 ALL INDIRECT DRAIN LINES FROM FOOD SERVICE EQUIPMENT TO THE NEAREST INDIRECT DRAIN SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR TO CONFORM WITH ALL APPLICABLE CODES AND ORDINANCES. VERIFY ROUTING OF DRAIN LINES WITH FOOD SERVICE EQUIPMENT CONTRACTOR. PLUMBING CONTRACTOR SHALL INSULATE DRAINS SERVICE FREEZER, ICE BINS, ETC. 3.40 NO KITCHEN FAUCETS WILL BE SUPPLIED UNDER PLUMBING SECTION OF WORK EXCEPT AS SCHEDULED ON THE PLUMBING DRAWINGS. 3.41 CAREFULLY REVIEW ALL PLUMBING AND FOOD SERVICE DRAWINGS WITH REFERENCE TO KITCHEN EQUIPMENT FOR INSTRUCTIONS REGARDING THE INSTALLATION OF PLUMBING SERVICES. REVIEW PLUMBING CONTRACTOR RESPON- SIBILITIES. MAKE ALL REQUIRED CONNECTIONS AND COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER WHERE APPLICABLE. REVIEW THIS PORTION OF THE PLUMBING INSTALLATION WITH THE GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK. 3.42 PLUMBING CONTRACTOR SHALL PROVIDE SHUT -OFF VALVES AT ALL WATER AND GAS CONNECTIONS TO KITCHEN EQUIPMENT. 3.43 PRIOR TO ROUGH -IN OF ANY FIXTURE OR EQUIPMENT, REVIEW ALL CURRENT ARCHITECTURAL, MECHANICAL, AND KITCHEN WHERE APPLICABLE EQUIPMENT DRAWINGS, EQUIPMENT /FIXTURE ROUGH -IN DRAWINGS AND DATA SHEETS AND CONFER WITH ARCHITECT, MECHANICAL CONTRACTOR, AND KITCHEN EQUIPMENT CONTRACTOR FOR INSTRUCTIONS AND CLARIFICATIONS. 2.44 ALL VENT LINES SHALL BE SLOPED AWAY FROM CONNECTIONS TO STACK AND TOWARD THE FIXTURE IN ORDER TO PREVENT THE ENTRAPMENT OF FLUIDS IN THE VE NT LINE. 3.45 ALL DRAINAGE LINES SHALL BE SLOPED AT A MINIMUM OF 1/4 IN. PER LINEAL FOOT UNLESS OTHERWISE SHOWN OR NOT ALLOWED DUE TO FIELD CONDITIONS. 3.46 PIPE SUPPORTS SHALL BE ADJUSTABLE BAND HANGERS WITH ZINC ELECTROPLATING FOR STEEL PIPE AND COPPER ELECTROPLATING FOR COPPER TUBE. SUPPORT PIPING FROM HANGERS WITH SUP- PORTING RODS. UPPER ATTACHMENTS SHALL BE AS RECOMMENDED BY MANUFACTURER FOR SECURING TO EXISTING STRUCTURE. SUPPORT VERTICAL PIPES WITH APPROVED BRACKETS OR CLAMPS. ROD DIAMETERS PER APPLICABLE CODE. SUPPORT GAS PIPING AT 8ft. INTERVALS WITH HANGERS AND SOLID RODS AT EACH HANGER. ALL PIPE HANGERS SHALL BE INSTALLED TO CONFORM TO LOCAL SEIEMIC REQUIREMENTS. INSULATED PIPING SHALL HAVE INSULATION SHIELD. 3.47 THIS CONTRACTOR SHALL PROVIDE PLUMBING EQUIPMENT, FITTINGS, AND TRIM WHERE SPECIFIED OR AS REQUIRED FOR COMPLETE INSTALLATION. THIS CONTRACTOR SHALL ROUGH -IN AND CONNECT ALL EQUIPMENT INCLUDING EQUIPMENT FURNISHED BY OTHERS. 3.48 SOIL, WASTE, AND VENT SYSTEMS SHALL BE TESTED AT 10 ft. STATIC HEAD 30 min. WITH NO DROP. POTABLE WATER PIPES, VALVES, AND FITTINGS SHALL BE DISINFECTED, AND HYDRO- STATICALLY TESTED AT 100 p.s.i.g. FOR 30 min. WITH NO DROP IN PRESSURE. 3.49 ALL COLD AND HOT WATER SUPPLY LINES SHALL BE RUN CONCEALED ABOVE CEILING AND /OR CONCEALED IN WALLS UNLESS OTHERWISE NOTED. INSTALL ON BUILDING SIDE OF INSULATION AND PROVIDE HEAT TAPE WHERE NECESSARY TO KEEP LINES FROM FREEZING. 3.50 FUEL GAS PIPING SHALL CONNECT TO APPLIANCES OR EQUIPMENT WITH GAS COCK, UNION, AND 6 in. DIRT LEG. ALL GAS LINES SHALL BE SUPPORTED 8 ft. ON CENTER. MATERIALS AND INSTALLATION SHALL COMPLY WITH UNIFORM PLUMBING CODE CHAPTER 12. 0 0. U Et' 0 0 z z 0 U LL JACKSON STORE 1631 2 6 Q co � P3P 11-28‘, P '104 El* rk- 3.51 PIPING SHOWN ON THE DRAWINGS IS DIAGRAMMATICAL AND SHALL BE COORDINATED WITH ACTUAL ILO 44, JOB CONDITIONS, WORK OF OTHER TRADES, HEALTH DEPARTMENT, BUILDING DEPARTMENT INSPECTION AUTHORITIES. NO ADDITIONAL COST WILL BE ALLOWED FOR RELOCATION DUE TO CONFLICTS WITH OTHER TRADES OR LOCAL CODE REQUIREMENTS. 3.52 PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES AND S L BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, WHETHER SHOWN R NOT HEREON. REVIEW ENTIRE INSTALLATION WITH FRESH CHOICE REPRESEN- TATIVE PRIOR TO TART OF WORK. I Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - DEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425) 462 -9441 FAX: 425) 462 -9451 E -Mail: eseroice@abossein,com www.abossein.com 0 U U c w O U w 0 0 V) 2 0 0 X Designed — 0 .c 0 0 M 0 0 18215 72ND AVENUE SOUTH O N OD ("(0 4 N F= L j Z N Yu 0 Oz 0 tn M 0 M w PROPOSEDLEGEND: PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER LINE PROPOSED SPOT ELEVATIONS PROPOSED CONTOURS PROPOSED LIGHT PAVEMENT PROPOSED CONCRETE • 285.0 285 PROPOSED DOWNSPOUT o D.S. EXISTING LEGEND A/W B.D. C . C.F C.L. CLM. CNC. D D.I. E E.P. E/O F.H. F.O.M.H. FD. G.A. G.P. I.P. L.P.B. L.S. (MI M.W. N N/O NE /0 NL/B. W. O.H. O.H.SN. P.L. P.O.B. P.P. PROP. s S/0 SN. SQ.FT. sw /o T.C. T.M.H. T.P.O.B. T.S.P. T.S P.B. AIR AND WATER BRASS DISK CALCULATED DATA CURB FACE CENTERLINE COLUMN CONCRETE DEED DATA DRAIN INLET EAST ELECTRIC PANEL EAST OF FIRE HYDRANT BLABABFAFG FOUND GUY ANCHOR GAURD POST IRON PIPE LAMP POST BASE LANDSCAPE MEASURED DATA MONORTERING WELL NORTH NORTH OF NORTHEAST OF NAIL WITH BRASS WASHER OVERHANG OVERHEAD SIGN PROPERTY LINE POINT OF BEGINNING POWER POLE PROPAIN TANK SOUTH SOUTH OF SIGN SQAURE FEET SOUTH WEST TRASH CAN TELEPHONE MANHOLE TRUE POINT OF BEGINNING TRAFFIC SIGNAL POLE TRAFFIC SIGNAL PULLBOX TACK WITH WASHER TYPICAL VAULT WATER WATER VAULVE WEST OF BLOCK /CONCRETE WALL CONCRETE EX. ASPHALT PAVEMENT BUILDING LINE HANDICAP PARKING CHAIN LINK FENCE COLUMN LIGHT POLE POWER POLE OVERHEAD POWER TYPE 1 CATCH BASIN STORM DRAIN LINE SANITARY SEWER MANHOLE SANITARY SEWER LINE WATER LINE FIRE HYDRANT WATER METER T/W (TYP) VLT. W W. V. W/0 6. IRRIGATION METER /BACKFLOW PREVENTION ASSEMBLY MONITORING WELL z SPOT ELEVATIONS x66. CONTOURS • --- 28ti N JACKSONS TUKWILA STORE #631 COVER SHEET 1305 C/0 `'gCIiV rFR� SC PROPER Y TE eOk s OTTSOeF"19 ,04-pr 1 �0 2 85261 1 r =30' TAO S to VOA .p 4 ,''/ ,P�, , c e. GENERAL SITE DEVELOPMENT NOTES: +5(9. 'SFo • SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND /OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE - CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE - CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION .OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE. '4, � C' . ,oF�F�,22R �O FSr° O J OCCUPANT LOAD CAL CULA T /ON WALK -IN COOLER /FREEZER (STORAGE): 526SF/300 = 1.75 OR 2 BACKROOM, UTILITY /ELECT AREA (STORAGE): 182SF/300 = 0.61 OR 1 SALES AREA (MERCANTILE ON GRADE): 1,613SF/50 = 53.8 OR 54 OFFICE (BUSINESS): 60SF /100 = 0.60 OR 1 LEARNING CENTER (EDUCATIONAL) = 917SF /50net = 18 TOTAL OCCUPANT LOAD: 79 PARKING CA L CULA T/0111/ PER PARKING DETERMINATION FILE # PL10 -057, PRE10 -012 C- STORE: FIRST 2200gsf 2706gsf - 2200gsf = 506gsf/ 300 =1.7 LEARNING CENTER: PROVIDE 2 STALLS USE 3 STALLS PROVIDE 11 STALLS TOTAL FOR BUILDING REQUIRED: 169 STALLS RE- FUELING CANOPY: 1 STALL/ RE- FUELING BAY PROVIDE 8 STALLS TOTAL SITE PARKING REQUIRED: 24 STALLS TOTAL PARKING EXISTING /PROPOSED: 9R STALLS CALL BEFORE YOU DIG: 1- 800 - 424 -5555 !.o yF REVIEWED FOR CODE COMPI tlA NC APPROVED DEC 302011 City of Tukwila BUILDING DIVISION CORRECTION LTR# Z- CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. EX. TOPOGRAPHY /SURVEY INFORMATION NOTE: NOTE: BARGHAUSEN CONSULTING ENGINEERS, INC. DOES NOT WARRANT THAT THE TOPOGRAPHY SHOWN ON THESE DRAWINGS IS REPRESENTATIVE OF WHAT IS CONSTRUCTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER TO HAVE ALL IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR TO WORK. UTILITIES AND UTILITY EASEMENTS FOR THIS SITE HAVE NOT BEEN RESEARCHED OR CONFIRMED. UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CIVIL SHEET INDEX C1.0 C1.1 C2.0 C2.1 C3.0 C3.1 C3.2 C4.0 C5.0 C6.0 C6.1 C6.2 L1.1 L1.2 L2.1 L2.2 COVER SHEET EXISTING SITE CONDITIONS SITE PLAN HORIZONTAL CONTROL PLAN DEMOLITION PLAN TEMPORARY EROSION /SEDIMENT CONTROL PLAN T.E.S.C. NOTES AND DETAILS GRADING AND STORM DRAINAGE PLAN UTILITY PLAN CONSTRUCTION NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS CONSTRUCTION NOTES AND DETAILS LANDSCAPE PLANTING PLAN LANDSCAPE PLANTING NOTES AND DETAILS LANDSCAPE IRRIGATION PLAN LANDSCAPE IRRIGATION NOTES AND DETAILS SITE DATA COMMENTS /FIRE DEPARTMENT COMMENTS 0 0 C 0 N Q o_ a Ti 0 a_ a m r) a) 0 N 0 z COVER SHEET 40 H cc 0Qa co J ▪ oo � W � N1 APPROVED JAN 122012 City of Tukwila PUBLIC Wnrkg ADDS 13138 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON OW ER: PacWest ENERGY, LLC 3450 E. COMMERCIAL CT. MERIDIAN, ID 83642 CONTACT JACK DAVIS, 208.888.3585; EMAIL: jack.davis @jacksonsfoodstores.com SITE AREA: 24,450SF OR 0.56 ACRES PARCEL NO: 000300108 ZONING C /LI- COMMERCIAL /LIGHT INDUSTRIAL BUNGING AREA: 1,185GSF EXISTING MINI - MARKET 1,478GSF EXISTING CANOPY OVER 4 MPD's 434GSF ADDITION FOR MINI- MARKET 1,035GSF ADDITION FOR LEARNING CENTER 2,120GSF NEW CANOPY OVER 4 MPD's CONSTRUCTION TYPE: V -B SPRINKLERED (STORE) OCCUPANCY M (STORE AND GAS); B (LEARNING CENTER) wwwjacksonsfoodstores.com SCOPE OF WORK 0 0 0 0 N 0 w z 0 z • DEMOLISH EXISTING MINI- MARKET AND CAR WASH STRUCTURE. • CONSTRUCT NEW MINI- MARKET WITH LEARNING CENTER FOR THE TRAINING OF JACKSONS' EMPLOYEES /MANAGERS. • REPLACE CANOPY OVER REFUELING AREA; REMOVE & REINSTALL (4) REFUELING DISPENSERS a 0 o. 0 0 m 0 0 0 0 s 0 a 0 0 a Q Date 11 /30/1 1 APPLICABLE CODES 2009 INTERNATIONAL BUILDING CODE 2009 UNIFORM PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 NATIONAL ELECTRICAL CODE 2009 WASHINGTON STATE ENERGY CODE 2003 ICC /ANSI A1117.1-2003 RECEIVED DEC 02 2011 PERMIT CENTER WASHINGTON STATE AMENDMENTS AND PUBLISHED CODE ADOPTED CODES OF THE CITY OF TUKWILA, WA CONSUL TA NTS ENGINEER /APPLICANT BARGHAUSEN CONSULTING ENGINEERS INC. 18205 72ND AVENUE S. KENT, WA 98032 CONTACT: PAT TAITANO, PE (425) 251 -6222 PLUMBING /MECHANICAL /ELECTRICAL: ABOSSEIN ENGINEERING CONSULTANTS 2100 112th AVE. NE. SUITE 201 BELLEVUE, WA 98004 CONTACT: GEOTECHNICAL ENGINEER: CONTACT: GARY WOMACK - PROJECT MANAGER 425 - 462 -9441 ext 1006 GEOTECH CONSULTANTS, INC. 13256 NE 20TH ST. SUITE 16 BELLEVUE, WA 98005 MARC McGINN•IS, PE 425 - 747 -5618 18215 72ND AVENUE SOUTH C.5 z z0 zw - CL z z w zj ww z0 �z - U(1) a N 1 0 X 0 z a 0 Date/Time:11/30/2011 11:45 AM J z7 0 2 1 o Z ° W d�- . C • .L CP Q) 0 0 9- 0 0 0 CD ci: JACKSONS TUKWILA STORE #631 EXISTING SITE CONDITIONS 7Jpsp p�/ 14 49e� N iS Oexy. 107 � BpScO �'o 8S<P61 '`o 15 1=30' 30 60 N NEL 1111111111W 7 :,o X02 '4 •cS- & 0 0 A •A SURVEY INFORMATION PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A "TOPCON GR3" GPS ROVER AND BASE, AND "TRIMBLE TSC2" DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "TOPCON GR3" GPS ROVER AND BASE • WAS USED TO CHECK AND ESTABLISH THE ELEVATION OF BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332 - 130 -090. DATES OF SURVEYS HELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED APRIL 2010. LAND USE GOVERNING JURISDICTION CITY OF TUKWILA NOTE 1. THIS MAP IN NO WAY REPRESENTS A BOUNDARY SURVEY. VERTICAL DATUM - NAVD88 PROJECT BENCHMARK WSDOT MONUMENT ID 136. WSDOT 136 IS A BRASS DISK ON OVERPASS OF SOUTH 178TH STREET OVER INTERSTATE 5 (NGVD29= NAVD88- 3.52') NAVD88 ELEV. = 286.49 FEET GENERAL NOTES X50 THE LOCATION OF UTILITIES SERVING THE SUBJECT PROPERTY CAN ONLY BE DETERMINED BY OBSERVED EVIDENCE TOGETHER WITH PLANS AND MARKINGS PROVIDED BY CLIENT, UTILITY COMPANIES, AND OTHER APPROPRIATE SOURCES. THE LOCATION OF UTILITIES EXISTING ON OR SERVING THE SURVEYED PROPERTY FOR THIS SURVEY WAS DETERMINED BY OBSERVATION OF ABOVE GROUND EVIDENCE. THE BUILDING FOOTINGS WERE NOT EASILY ACCESSIBLE AND THEREFORE THE BUILDING LIMITS SHOWN HEREON, AND THE BUILDING SQUARE FOOT CALCULATIONS, WERE MEASURED ALONG THE BUILDING FASCIA. ITEM NUMBERS SHOWN HEREON ARE STATED AS MATTERS ON REFERENCED COMMITMENT. NO RESPONSIBILITY FOR THE COMPLETENESS, ACCURACY, OR .CONTENT OF SAID REPORT IS ASSUMED BY THIS MAP. THE SUBJECT PARCEL IS LANDSCAPED WITH TREES /SHRUBS. THIS SURVEY REFLECTS MEASUREMENTS OF HARDSCAPE ONLY AND THEREFORE LANDSCAPING, LANDSCAPE LIGHTING AND IRRIGATION SYSTEMS ARE NOT SHOWN HEREON. • THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS WITHIN RECENT MONTHS. THERE ARE NO CHANGES IN STREET RIGHT OF WAY LINES EITHER COMPLETED OR PROPOSED TO THE BEST OF OUR KNOWLEDGE, AND AVAILABLE FROM THE CONTROLLING JURISDICTION. • THERE IS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS THERE IS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL OR CEMETERY THE SUBJECT PROPERTY HAS DIRECT ACCESS TO AND FROM INTERURBAN AVENUE SOUTH AND 48TH AVENUE SOUTH, BEING DULY DEDICATED AND ACCEPTED PUBLIC STREETS OR HIGHWAYS. 2 21`9. 020 �sz "0 0 CURRENT SITE RESTRICTIONS ACCORDING TO JACK PACE (206/431 - 3670), A PLANNER FOR THE CITY OF TUKWILA ON FEBRUARY 13, 2009, THE SUBJECT PROPERTY IS ZONED "C /LI" (COMMERCIAL LIGHT INDUSTRIAL) AND IS SUBJECT TO THE FOLLOWING CONDITIONS: HEIGHT RESTRICTION: LOT COVERAGE: STREET SETBACK :: SIDE /REAR SETBACK: 45' OR 4 STORIES NONE 25' 5' PARKING RESTRICTIONS :: GAS STATION: 2.5 SPACES /1000 SQ.FT OF USABLE FLOOR AREA EXISTING PARKING: REGULAR PARKING: HANDICAP PARKING. TOTAL PARKING:• 1 SPACE 1 SPACE 2 SPACES BECAUSE THERE MAY BE A NEED FOR INTERPRETATION OF THE APPLICABLE ZONING CODES, WE REFER YOU TO THE CITY OF TUKWILA AND THE APPLICABLE ZONING CODES. STATEMENT OF ENCROACHMENTS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION THIS LIST DOES NOT CONSTITUTE A LIST OF ALL ENCROACHMENTS. ADDITIONAL ENCROACHMENTS MAY BE FOUND BY A MAP REVIEW 0- PARKING FOR THE SUBJECT PROPERTY AND ACCESS THERETO IS LOCATED IN THE PROPERTY TO THE SOUTH OF THE SUBJECT PROPERTY. WE WERE NOT PROVIDED WITH ANY EASEMENT FOR SAID USE AND THEREFORE SAID PARKING AND ACCESS FORMS A GENERAL ENCROACHMENT INTO THE NEIGHBORING PROPERTY. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 48TH AVENUE AS SHOWN ON RECORD OF SURVEY 9803099003, FILED IN THE OFFICE OF THE KING COUNTY AUDITOR, STATE OF WASHINGTON, BEING NORTH 40 °36'00" EAST. LAND AREA THE LAND AREA OF THE SUBJECT PROPERTY IS 24, 450 SQ. FT (0.56 ACRES) AS DESCRIBED IN THE LEGAL DESCRIPTION SHOWN HEREON. FLOOD NOTE THE SUBJECT PROPERTY LIES WITHIN ZONE "X" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 53033C 0957F, WHICH BEARS AN EFFECTIVE DATE OF MAY 16, 1995. ZONE "X" IS DEFINED: AREAS OF 500 YEAR FLOOD; AREAS OF 100 YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AREAS PROTECTED BY LEVEES FROM 100 YEAR FLOOD. LEGAL DESCRIPTION PARCEL A THAT PORTION OF STEPHEN FOSTER DONATION LAND CLAIM NO. 38 IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF 48TH AVENUE SOUTH, GRANTED BY THE CITY OF SEATTLE TO THE STATE OF WASHINGTON AS PROVIDED BY ORDINANCE NUMBER 93708 OF THE CITY OF SEATTLE AND RECORDED UNDER AUDITOR'S FILE NUMBER 6313596, IN KING COUNTY, WASHINGTON, WITH THE NORTHEASTERLY MARGIN OF THE CITY OF SEATTLE TRANSMISSION LINE RIGHT OF WAY (FORMERLY PUGET SOUND ELECTRIC RAILWAY RIGHT OF WAY); THENCE NORTH 4924'00" WEST, .ALONG SAID NORTHEASTERLY MARGIN, 22.50 FEET; THENCE NORTH 40°36'00" EAST PARALLEL TO SAID 48TH AVENUE SOUTH, 24.00 FEET TO THE TRUE POINT OF BEGINNING'; THENCE NORTH 49'24'00" WEST, PARALLEL TO SAID SEATTLE TRANSMISSION LINE RIGHT OF WAY, 165.50 FEET; THENCE NORTH 40°36'00" EAST 126.00 FEET; THENCE SOUTH 4924'00" EAST 165.50 FEET; THENCE SOUTH 40'36'00" WEST, 126.00 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 6664371. PARCEL 8 THAT PORTION OF STEPHEN FOSTER DONATION LAND CLAIM NO. 38 IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF 48TH AVENUE SOUTH, GRANTED BY THE CITY OF SEATTLE TO THE STATE OF WASHINGTON AS PROVIDED BY ORDINANCE NUMBER 93708 OF THE CITY OF SEATTLE AND RECORDED UNDER AUDITOR'S FILE NUMBER 6313596, IN KING COUNTY WASHINGTON, WITH THE NORTHEASTERLY MARGIN OF THE CITY OF SEATTLE TRANSMISSION LINE RIGHT OF WAY (FORMERLY PUGET SOUND ELECTRIC RAILWAY RIGHT OF WAY); THENCE NORTH 4924'00" WEST, ALONG SAID NORTHEASTERLY MARGIN, 22.50 FEET TO THE TRUE POINT OF BEGINNING; CONTINUING THENCE NORTH 49°24'00" WEST ALONG SAID NORTHEASTERLY MARGIN, 165,5 FEET THENCE NORTH 4036'00" EAST PARALLEL TO SAID 48TH AVENUE SOUTH, 24.00 FEET; THENCE SOUTH 49'24'00" EAST, PARALLEL TO SAID SEATTLE TRANSMISSION LINE RIGHT OF WAY, 165.50 FEET; THENCE SOUTH 4036'00" WEST, 24.00 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 6664371. PARCEL C A NON- EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR UTILITIES, SEWERS, GAS LINES AND OTHER SIMILAR USES IN AND OVER THAT PORTION OF STEPHEN FOSTER DONATION LAND CLAIM NO. 38 IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF 48TH AVENUE SOUTH, GRANTED BY THE CITY OF SEATTLE TO THE STATE OF WASHINGTON AS PROVIDED BY ORDINANCE NUMBER 93708 OF THE CITY OF SEATTLE AND RECORDED UNDER AUDITOR'S FILE NUMBER 6313596, IN KING COUNTY, WASHINGTON, WITH THE NORTHEASTERLY MARGIN OF THE CITY OF SEATTLE TRANSMISSION LINE RIGHT OF WAY (FORMERLY PUGET SOUND ELECTRIC RAILWAY RIGHT OF WAY); THENCE NORTH 4924'00" WEST, ALONG SAID NORTHEASTERLY MARGIN, 188.00 FEET TO THE TRUE POINT OF BEGINNING; CONTINUING THENCE NORTH 4924'00" WEST, ALONG SAID NORTHEASTERLY MARGIN, 130.21 FEET; THENCE NORTH 4036'00" EAST, PARALLEL TO SAID 48TH AVENUE SOUTH, 24.00 FEET THENCE SOUTH 4924'00" EAST, PARALLEL TO SAID SEATTLE TRANSMISSION LINE RIGHT OF WAY 130.21 FEET; THENCE SOUTH 4036'00" WEST, 24.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL D A NON- EXCLUSIVE EASEMENT FOR ACCESS ROAD AND UTILITY PURPOSES OVER THAT PORTION OF STEPHEN FOSTER DONATION LAND CLAIM NO. 38 IN THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF 48TH AVENUE SOUTH, GRANTED BY THE CITY OF SEATTLE TO THE STATE OF WASHINGTON AS PROVIDED BY ORDINANCE NUMBER 93708 OF THE CITY OF SEATTLE AND RECORDED UNDER AUDITOR'S FILE NUMBER 6313596, IN KING COUNTY WASHINGTON, WITH THE NORTHEASTERLY MARGIN OF THE CITY OF SEATTLE TRANSMISSION LINE RIGHT OF WAY (FORMERLY PUGET SOUND ELECTRIC RAILWAY RIGHT OF WAY); THENCE NORTH 4924'00" WEST, ALONG SAID NORTHEASTERLY MARGIN, 288.21 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 40'36'00" WEST, PARALLEL TO SAID 48TH AVENUE SOUTH, 100.00 FEET TO THE NORTHEASTERLY MARGIN OF INTERURBAN AVENUE SOUTH; THENCE NORTH 4924'00" WEST, ALONG SAID INTERURBAN AVENUE SOUTH, 60.00 FEET; THENCE NORTH 4036'00" EAST 100.00 FEET TO SAID NORTHEASTERLY MARGIN OF THE SEATTLE TRANSMISSION LINE RIGHT OF WAY; THENCE SOUTH 4924'00" EAST, ALONG SAID NORTHEASTERLY MARGIN, 60.00 FEET TO THE POINT OF TRUE BEGINNING. THE PROPERTY DESCRIBED AS SHOWN HEREON IS THE SAME AS DESCRIBED IN THE VESTING DEED GRANTED TO EQUILON ENTERPRISES LLC DATED JULY 1, 1998, AND RECORDED ON JULY 23, 1998, IN RECORDER'S FEE NO. 9807231476 OF THE RECORDER'S OF KING COUNTY WASHINGTON, AS DESCRIBED IN THE COMMITMENT FOR TITLE INSURANCE NO. 1250018. btl266 2 11/30/11 PAT PAT PAT _ CITY REVIEW COMMENTS /FIRE DEPARTMENT COMMENTS 1 10/13/11 PAT PAT PAT CITY REVIEW COMMENTS No. Date By Ckd. Appr. Revision RECEIVED DEC 0 2 2011 PERMIT CENTER NOTES CORRESPONDING TO SCHEDULE B CHICAGO TITLE INSURANCE COMPANY: 701 FIFTH AVENUE, #3400, SEATTLE, WA 98104 ORDER NO: 1250018; EFFECTIVE DATE :: OCTOBER 20, 2009; TITLE OFFICER: SAVIDIS /CAMPBELL /MINOR /EISENBREY 206/628 -5610 THE FOLLOWING SURVEY RELATED ITEMS WERE FOUND IN SAID TITLE REPORT AND ARE REFERENCED ON THIS MAP. 1 2 4 5 AN EASEMENT FOR INGRESS AND EGRESS PURPOSES RECORDED AUGUST 16, 1966 UNDER RECORDING NO. 6069292. SAID ITEM IS ILLEGIBLE. WE ARE THEREFORE UNABLE TO DETERMINE IF /HOW SAID ITEM AFFECTS THE SUBJECT PROPERTY EXCEPTIONS AND RESERVATIONS IN DEED RECORDED JULY 23, 1998 UNDER RECORDING N0. 9807231476. SAID ITEM AFFECTS SUBJECT PROPERTY AND IS SHOWN HEREON IN THE FOLLOWING WAYS: 2A 2B 2C A 2.5' EXCEPTION ALONG 48TH AVENUE SOUTH. A NON- EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER PARCEL B. A NON- EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER PARCEL C. AN EASEMENT FOR ROADWAY PURPOSES RECORDED JANUARY 10, 1967 UNDER RECORDING NO. 6126721. SAID ITEM BENEFITS THE SUBJECT PROPERTY AND IS SHOWN HEREON. TEMPORARY PERMIT DATED FEBRUARY 7, 1979. SAID ITEM BENEFITS THE SUBJECT PROPERTY AND IS SHOWN HEREON. SURVEY DONE BY JERROLD STEADMAN DATED JANUARY 31, 2008 UNDER JOB NO. 32597. SAID ITEM IS BLANKET IN NATURE AFFECTING THE SUBJECT PROPERTY AND IS THEREFORE NOT SHOWN HEREON. X uJ aj W z Q z Q cc cc LU 71=20' 10 20 40 GENERAL PROJECT NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. CONTRACTOR's MUST COMPLY WITH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS. SHALL BE PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL REQUIRED CITY, COUNTY AND /OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 2. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA AND CHANGE ORDERS. 3. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH DISCREPANCIES WITH THE ARCHITECT /CONSULTANT PRIOR TO COMMENCING WORK. 4. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS. DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS. THE ARCHITECT /CONSULTANT SHALL BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH THE WORK. 5. GENERAL CONTRACTOR WILL REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER SUPPLIED ITEMS, ALL ITEMS NOT MARKED AS "OWNER SUPPLIED" AND /OR "JACKSONS SUPPLIED" ARE TO BE SUPPLIED BY THE GENERAL CONTRACTOR. UNLESS NOTED OTHERWISE, ALL ITEMS ARE TO BE INSTALLED BY THE GENERAL CONTRACTOR. 6. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER's APPROVED SHOP DRAWINGS /DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE BUILDING IS OCCUPIED. 8. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 9. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 10. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET FACILITIES AS REQUIRED. 11. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADED, UN- CRATING, INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER FURNISHED ITEMS. 12. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING VALVES, AND ROOF TOP EQUIPMENT. PLASTIC PHENOLIC ENGRAVED PLATE SCREWED ON. 13. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. 14. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 15. IT IS THE CONTRACTOR's SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. 16. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH SPECIFIED MATERIAL. CONTRACTOR IS TO SUBMIT PROPOSED SAMPLES OF SUBSTITUTIONS, ALONG WITH SAMPLE OF THAT SPECIFIED IN DRAWINGS FOR REVIEW BY THE OWNER. 17. GENERAL CONTRACTOR WILL VERIFY WITH OWNER IN REGARD TO ANY SPECIFICATIONS NOT INCLUDED WITHIN IN THESE DOCUMENTS. 18. ALL WORK SHALL BE PERFORMED AS SHOWN ON THESE PLANS AND IN ACCORDANCE WITH JACKSONS FOOD STORES SPECIFICATIONS. 19. WHERE LOCAL CODES, ORDINANCES OR REGULATIONS ARE MORE RESTRICTIVE THAN JACKSONS FOOD STORES SPECIFICATIONS, THEIR LOCAL REQUIREMENTS SHALL GOVERN. 20. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND THESE PLANS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND /OR ARCHITECT. NO WORK SHALL BE PREFORMED ON THE ITEMS IN QUESTION UNTIL DIRECTED BY THE OWNER AND /OR ARCHITECT. JACKSONS TUKWILA STORE #631 SITE PLAN EXISTING LOT TO REMAIN WALL MOUNTED LIGHTS (TYP. LEARNING CENTER ENTRY DOOR LIGHT ONE HOUR FIRE RESISTIVE WALL EXISTING RETAINING CURB TO REMAIN ALONG NORTHEAST PROPERTY LINE; NEW EGRESS WALK WILL BE FLUSH WITH TOP LANDSCAPE ®GAS METER O X37 ; //i LANDSCAPE C ,0 . ,, it ` F,1 » % C' .r / ,. /i, /% ;; MATCH EXURB /r' W /NEW CURB \ „ \ PARKING STRIPE (TYP.) CURB (TYP.) \ EXISTING AIR /WATER UNIT W /BOLLARDS TO EMAIN ACKSONS SHELL C -STORE FF •20.5 PROPANE SIDEWALK ICE MACHINE WHEEL STOP WALL MOUNTED LIGHTS (TYP. OF 7) SIDEWALK SPRINKLER ROOM LECTRICAL ROOM TRASH ENCLOSURE EXISTING HI -RISE I.D. SIGN TO REMAIN LIGHT URB TYP.) 6 LANDSCAPE EXISTING SIGN TO REMAIN s 7405, CURB (TYP.) , , , , LIGHT \.. 6NOPY SIGN . . q //' G' c<`j. O EXISTING OIL WATER <) SEPARATOR & BASIN TO REMAIN. ADJUST RIMS TO NEW GRADE. • '9 -, Q - T 0, / LAND CAPE E RB B • • to • ®ro EXISTING I.D. SIGN w/ EASEMENT FROM CITY OF SEATTLE -CITY LIGHT DEPARTMENT -0 (9O CALL BEFORE YOU DIG: 1 -800- 424 -5555 These plans have Works Department for City standards. Acceptmce iii omissions which do not aiwthotime adopted standards or ordinances. for the adequac • of the de ;:;+111 MIS designer. Additions, deletions or awiiSigns drawings after this date will void and will require a resubmittal of tevised for subsequent approval. 171,i�fll ItleMiMadi by the Pnr liicc \wJh cuottent (W(1)111 t( u' •isW MI. Y(" III iflumm SITE DEVELOPMENT SCHEDULE (2) NEW JACKSONS SHELL CONVENIENCE STORE & LEARNING CENTER. SEE ARCHITECTURAL PLANS. NEW FUELING ISLAND CANOPY PER ARCHITECTURAL PLANS & CANOPY ENGINEERING BY VENDOR. LANDSCAPE PLANTING AREAS WITH IRRIGATION. SEE LANDSCAPE PLANS. EXISTING UNDERGROUND STORAGE TANKS TO REMAIN W/A NEW REINFORCED CONCRETE SLAB OVER TANKS PER TANK AND ELECTRICAL PLANS. PROVIDE PROTECTIVE SHORING DURING BUILDING CONSTRUCTION AS NECESSARY. O5 NEW FUELING ISLAND CONCRETE SLAB. SEE ARCHITECTURAL PLANS FOR SLAB DETAIL AND JOINT PLACEMENT (_) NEW ONSITE BARRIER CURB PER DETAIL ON SHEET 4/C6.1. NEW MULTI PRODUCT DISPENSER (MPD) WITH GUARD POST (TYPICAL OF 4). PER TANK PLANS. O NEW 13.33' x 10' x 6' HIGH CONC. MASONRY TRASH ENCLOSURE W/ (2) 6' HIGH GATES; PER ARCHITECTURAL PLANS. NEW ASPHALT PAVEMENT PER DETAIL ON SHEET 2/C6.1. NEW MINIMUM 4 INCH THICK CONCRETE SIDEWALK. WIDTHS SHOWN ON C2.1. MAX. 2% CROSS SLOPE. PER DETAIL 11/C6.1 NEW ACCESSIBLE CURB RAMP AND PARKING STALL WITH VAN LOADING SPACE INCLUDING SIGNS AND PAVEMENT SYMBOLS PER DETAIL 1 -6, 8/C6.0 NEW LOT LIGHT. SEE ELECTRICAL AND ARCHITECTURAL PLANS FOR SPECIFICATIONS. NEW GAS METER. EXACT LOCATION AND INSTALLATION TO BE DETERMINED BY LOCAL GAS COMPANY. COORDINATE W /GAS COMPANY. NEW UNLOADING AREA STRIPING 4 INCH THICK AND 3 FEET ON CENTER AT 45 DEGREE ANGLES AS SHOWN. 'UNLOADING AREA' TEXT TO BE MINIMUM 12 INCH HIGH. STRIPING PER DETAIL 5/C6.0 NEW 4" WIDE WHITE PARKING STALL STRIPES. REFER TO DIMENSIONS AS SHOWN ON THE HORIZONTAL CONTROL PLAN SHEET C2.1, DETAIL 1/C6.0 NEW WHEEL STOP PER DETAIL 7/C6.1 COMMENTS /FIRE DEPARTMENT COMMENTS U U 0 N cc 0 a o 0 N 0 z z J 1- co ♦-♦ 40 w CC 0 co J NTERURBAN AVENUE S. cvi NEW WALL MOUNTED LIGHTING, TYPICAL OF 7 PER ARCHITECTURAL & ELECTRICAL PLANS. NEW BOLLARD PER DETAIL ON SHEET 8/C6.1 NEW ICE MACHINE SEE ARCHITECTURAL PLANS. 20 NEW PROPANE EXCHANGE BOX. SEE ARCHITECTURAL PLANS. NEW "REDBOX" DVD RENTAL DISPENSER. LOCATION TO BE DETERMINED. SEE ARCHITECTURAL PLANS. 0 NEW CANOPY I.D. SIGN SEE ARCHITECTURAL PLANS FOR SPECIFICATIONS. EXISTING MONITORING WELLS TO REMAIN. ADJUST RIMS AS NECESSARY FOR NEW CONSTRUCTION. NEW SPRINKLER RISER ROOM SEE ARCHITECTURAL PLANS. NEW ELECTRICAL ROOM SEE ARCHITECTURAL PLANS. NEW 3' WIDE CONCRETE SWALE PER DETAIL ON SHEET 12/C6.1 1H+(.`.f)(1)'tiit ^1419 i 11 ro) 11111 �+i; (IIj,%I,a;il 111 Final acceptance is subject to field the Public Works utilities inspector. Date: By PIt•-2.80 SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. NOTE: SEE DEMOLITION PLAN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED, RELOCATED, AND /OR REMOVED. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION RECEIVED DEC 0 2 2011 PERMIT CENTER cc 0 0 J U cc w 0 U w c� gct co cv) 00 0 z cc 5w www jacksonsfoodstores.com 0 0 m 0 c 0 N N C =0 .- 0 0 a 0 N 0 2 0 0 0 a 0 0 2 a a Date 11/30/11 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH rnnICTRI IrTInnl 18215 72ND AVENUE SOUTH a) x • 0 0 Date /Time:11/30/2011 11:46 AM 1) d V) 1=20' 10 20 40 1305 0 C/0 laos °� iERURe Rppe N 7-614' gN q V SCOTTSOeQk TqX BpXF S ql. 4900 67 E q2 8261 407 JACKSONS TUKWILA STORE #631 HORIZONTAL CONTROL PLAN o EXISTING RETAINING CURB TO REMAIN ALONG NORTHEAST PROPERTY LINE; NEW EGRESS WALK WILL BE FLUSH WITH TOP BLDG. TIE 7 • '3x23 /NTFRU 47-7A1.- DF,� ?&,4 q V s4,47.744- 13 2 4871.1 TT E S 14/4 98/68 8/ SO 68 • • \ EXISTING AIR /WATER UNIT W /BOLLARDS TO\REMAI N • '' A Au , r4 ' �9 ,;1)oF i, l C/o)). , „ • EXISTING HI -RISE I.D. SIGN TO REMAIN S40'36'00 "W 24.00'(C,D) C.) ' 0A sa F,'4 /; %A o FT ,7 SO G „ ti " O , , AF 4 s z. -9�L c '�2�s rte_ cliT4/T�O T �FA' fo G • EXISTING I.D. SIGN w/ EASEMENT FROM CITY SEATTLE -CITY LIGHT DEPARTMENT ,CFO Q De o EXISTING DRIVEWAY TO REMAIN TA •0 .e S40'36'00 "W 24.00'(C,D) • Fl '9J CALL BEFORE YOU DIG: 1 -800- 424 -5555 EXISTING DRIVEWAY TO REMAIN VERTICAL DATUM - NAVD88 PROJECT BEN CHMAFK WSDOT MONUMENT ID 186. WSDOT 136 IS A BRASS DISK ON OVERPASS OF SOUTH 18TH STREET OVER INTERSTATE 5 (NGVD29= NAVD88 -3.52' 1t 8TH ELEV. = 286149 PEET LINE TABLE LINE # LENGTH DIRECTION Li 11.26' N41' 46' 30 "E L2 10.00' S48' 14' 10 "E L3 30.00' S41' 45' 50 "W L4 10.00' N48' 14' 10 "W L5 49.16' N48' 07' 00 "W L6 10.28' S41' 46' 30 "W L7 40.00' N48' 13' 40 "W L8 61.51' N41' 46' 30 "E L9 39.00' S48' 13' 30 "E L10 1.41' S3' 13' 30 "E L11 7.88' S41' 46' 40 "W L12 49.15' S48' 22' 00 "E L13 1.41' S3' 18' 00 "E L14 40.57' S41' 46' 00 "W L15 1.41' S86' 49' 30 "W L16 4.27' S41' 46' 30 "W L17 17.73' N48' 13' 30 "W L18 35.81' S41' 49' 00 "W L19 5.35' S48' 14' 10 "E L20 18.52' S41' 45' 50 "W LINE TABLE LINE # LENGTH DIRECTION L21 5.19' N48' 14' 10 "W L22 37.91' S41' 44' 30 "W L23 19.60' S6' 44' 10 "E L24 28.78' S48' 14' 40 "E L25 12.33' N41' 46' 30 "E L26 1.41' N86' 46' 20 "E L27 13.00' S48' 13' 50 "E L28 10.04' S48' 13' 30 "E L29 36.23' N41' 45' 50 "E L30 15.02' N48' 14' 10 "W L31 73.70' S48' 13' 40 "E L32 2.00' S41' 45 50 "W L33 36.00' S48' 13' 30 "E L34 42.32' N41' 45' 50 "E L35 4.90' S48' 14' 10 "E L36 14.50' N41' 32' 50 "E L37 4.84' N48' 14' 10 "W L38 5.41' N41' 45' 50 "E L39 2.81' S48' 14' 10 "E CURVE TABLE CURVE # LENGTH RADIUS DELTA C3 15.71' 10.00' 90'00'00" C4 18.85' 12.00' 90'00'00" C5 18.85' 12.00' 90'00'00" C6 12.57' 4.00' 180'01 '00" C7 3.14' 2.00' 90'00'00" NOTES CORRESPONDING TO SCHEDULE B CHICAGO TITLE INSURANCE COMPANY: 701 FIFTH AVENUE, #3400, SEATTLE, WA 98104 ORDER NO: 1250018; EFFECTIVE DATE: OCTOBER 20, 2009; TITLE OFFICER: SAVIDIS /CAMPBELL /MINOR /EISENBREY 206/628 -5610 THE FOLLOWING SURVEY RELATED ITEMS WERE FOUND IN SAID TITLE REPORT AND ARE REFERENCED ON THIS MAP. 2 3 4 5 AN EASEMENT FOR INGRESS AND EGRESS PURPOSES RECORDED AUGUST 16, 1966 UNDER RECORDING NO. 6069292. SAID ITEM IS ILLEGIBLE. WE ARE THEREFORE UNABLE TO DETERMINE IF /HOW SAID ITEM AFFECTS THE SUBJECT PROPERTY. EXCEPTIONS AND RESERVATIONS IN DEED RECORDED JULY 23, 1998 UNDER RECORDING NO. 9807231476. SAID ITEM AFFECTS SUBJECT PROPERTY AND IS SHOWN HEREON IN THE FOLLOWING WAYS: 2A 2B 2C A 2.5' EXCEPTION ALONG 48TH AVENUE SOUTH. A NON - EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER PARCEL B. A NON- EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER PARCEL C. COMMENTS /FIRE DEPARTMENT COMMENTS ca 0 0 0 0 0 N o_ a a a a 0 0 d 1• 0 N 0 z Za J 0 cc z 0 U 0 1- NTERURBAN AVENUE S. oo c) C7 AN EASEMENT FOR ROADWAY PURPOSES RECORDED JANUARY 10, 1967 UNDER RECORDING NO. 6126721. SAID ITEM BENEFITS THE SUBJECT PROPERTY AND IS SHOWN HEREON. APPROVED TEMPORARY PERMIT DATED FEBRUARY 7, 1979. SAID ITEM BENEFITS THE SUBJECT PROPERTY AND IS SHOWN HEREON. 'JAN 12 2012 SURVEY DONE BY JERROLD STEADMAN DATED JANUARY 31, 2008 UNDER JOB NO. 32597. CitK of Tukwila SAID ITEM IS BLANKET IN NATURE AFFECTING THE SUBJECT PROPERTY AND IS THEREFORE NOT SHOWN PU$LIC Works HEREON. STATEMENT OF ENCROACHMENTS THIS LIST DOES NOT CONSTITUTE A LIST OF ALL ENCROACHMENTS. ADDITIONAL ENCROACHMENTS MAY BE FOUND BY A MAP REVIEW. I:: PARKING FOR THE SUBJECT PROPERTY AND ACCESS THERETO IS LOCATED IN THE PROPERTY TO THE SOUTH OF THE SUBJECT PROPERTY. WE WERE NOT PROVIDED WITH ANY EASEMENT FOR SAID USE AND THEREFORE SAID PARKING AND ACCESS FORMS A GENERAL ENCROACHMENT INTO THE NEIGHBORING PROPERTY. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 48TH AVENUE AS SHOWN ON RECORD OF SURVEY 9803099003, FILED IN THE OFFICE OF THE KING COUNTY AUDITOR, STATE OF WASHINGTON, BEING NORTH 40'36'00" EAST. LAND AREA THE LAND AREA OF THE SUBJECT PROPERTY IS 24,450 SQ. FT. (0.56 ACRES) AS DESCRIBED IN THE LEGAL DESCRIPTION SHOWN HEREON. SPECIAL. NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. NOTE: SEE DEMOLITION PLAN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED, RELOCATED, AND /OR REMOVED. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 CC O N O ,1. (0 Q C'7 00 C W • Z < 0 0 O ac CW FL O www.jacksonsfoodstores.com a) 0 0 0 0 N 0 0 0 0 LL. v. 0 V 0 0 0) s 0 a 0 0 2 a 0 r) 1- 0 0 X City of Tukwila BUILDING DIVISION RECEIVED DEC 02 2011 3ERMITCENTER UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 18215 72ND AVENUE SOUTH M 0 00 01 z w 251 -6222 N 251 -8782 FAX N Job Number a a) 0 0 • • 4) 4) C c 4) 0 00 r N 0 JACKSONS TUKWILA STORE #631 DEMOLITION PLAN 0 10 20 40 EXISTING RETAINING CURB TO REMAIN ALONG NORTHEAST PROPERTY LINE; NEW EGRESS WALK WILL BE FLUSH WITH TOP LEGEND EXISTING STORM DRAIN EXISTING WATER LINE EXISTING GAS LINE EXISTING OVERHEAD POWER SAWCUT LINE CATCH BASIN PROTECTION TEMPORARY CONSTRUCTION FENCE CLEARING LIMITS SILT FENCE NTERURBAN AVENUE S. EXISTING LOT LIGHT TO REMAIN '1v s, 4 LOT LIGH SHED ,y .5 EXISTING HI —RISE I.D. SIGN TO REMAIN 0� O CURB 4\ ® BOL• RDS� 1 O PR ANE TO REMAIN EXISTING SIGN VAULT GENERAL DEMOLITION NOTES: 1. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK, INCLUDING DEMOLITION AND ANY SEWER CAPPING PERMITS. FIRE PROTECTION DEMOLITION PERMIT IF REQUIRED, IS ISSUED BY FIRE DEPARTMENT. SEPARATE PERMITS ARE REQUIRED FOR EACH BUILDING AS WELL AS SEPARATE SEWER CAPPING PERMIT 2. DISASSEMBLE AND REMOVE INTERIOR OPERATIONAL EQUIPMENT FOR SALVAGE AS DIRECTED BY OWNER 00 3. DISMANTLE AND DEMOLISH BUILDING STRUCTURES. DEMOLITION DEBRIS AND MATERIALS TO BE STOCKPILED AND DISPOSED OF AT AN APPROVED SITE. FOUNDATIONS BELOW SLAB AND BELOW ADJACENT SURFACES WILL REMAIN. REMOVE ALL STEM WALLS, ANCHOR BOLTS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). 4. ANY HAZARDOUS SUBSTANCES AND /OR MATERIALS ENCOUNTERED SHALL BE HANDLED AND DISPOSED OF BY QUALIFIED PERSONNEL ACCORDING TO COUNTY, STATE AND FEDERAL REGULATIONS. 5 ANY ENCOUNTERED UNDERGROUND TANKS, VAULTS, ETC., SHALL BE REMOVED PER COUNTY /STATE REGULATIONS. CRAWL SPACES, TUNNELS, TANK HOLES, ETC., SHALL BE BACKFILLED AND COMPACTED PER SOILS ENGINEERS RECOMMENDATIONS. 6. DISCONNECT ALL POWER, TELEPHONE, GAS FROM BLDG. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE FIELD ENGINEER AND ANY APPROPRIATE UTILITY COMPANIES ON REQUESTING DISCONNECTION'S, REMOVALS AND /OR RELOCATION OF EXISTING SERVICE. CONTRACTOR SHALL COORDINATE WITH THE OWNERS ENGINEER, AND APPROPRIATE UTILITY PURVEYORS TO VERIFY SERVICE LOCATIONS TO EXISTING BUILDING. CONTRACTOR IS CAUTIONED THAT PERIMETER UTILITIES OUTSIDE OF THE BUILDING ARE TO REMAIN OPERATIONAL. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ANY DAMAGES AS A RESULT OF A DISRUPTION OF UTILITY SERVICE ASSOCIATED WITH AND /OR DUE TO HIS ACTIVITIES. 7. CONTRACTOR SHALL CONFIRM AND VERIFY WORK SCOPE ITEMS AND BUILDING UTILITY SERVICES TO DEMOLISH WITH THE OWNERS AUTHORIZED REPRESENTATIVE. CC 0 U J U CC Cw 0 U CO 03 0 z 0 Cw LL E O V d) as 0 0 0 0 0 CB co V <Z� EXISTING OIL WATER SEPARATOR & BASIN TO REMAIN. ADJUST RIMS TO NEW GRADE. 3v /1r CURB DEMOLITION SCHEDULE EXISTING BUILDING TO BE DEMOLISHED AND DISPOSE OF OFFSITE. EXISTING MONITORING WELL TO REMAIN AND BE PROTECTED. 2 EXISTING BUILDING & CANOPY OVERHANG TO BE DEMOLISHED AND DISPOSE OF OFFSITE. REMOVE EXISTING CONCRETE HANDICAP RAMP AND DISPOSE OF OFFSITE REMOVE EXISTING SIGN FOUNDATION TO GRADE AND DISPOSE OF OFFSITE GRIND AND REMOVE EXISTING PARKING STRIPING EXISTING 1 —INCH WATER METER TO REMAIN 14 REMOVE EXISTING BOLLARDS AND DISPOSE OF OFFSITE REMOVE EXISTING CONCRETE SIDEWALK AND DISPOSE OF OFFSITE 2L EXISTINGJIRE HYDRANT DEMOLISH EXISTING CONCRETE CURB AND DISPOSE OF OFFSITE EXISTING 1.D. SIGN w EASEMENT FROM CITY SEATTLE —CITY LIGHT DEPARTMENT REMOVE EXISTING SHED AND DISPOSE OF OFFSITE 8 REMOVE EXISTING CONCRETE PAD AND DISPOSE OF OFFSITE REMOVE EXISTING SEWER RV DUMP STATION AND DISPOSE OF OFFSITE. REMOVE E XISTING CONCRETE DISPENSER ISLANDS, DISPENSERS & CANOPY COLUMNS AND DISPOSE OF OFFSITE C 2 a ❑ v 2 L 0. a 0 ❑ 17 REMOVE EXISTING HORIZONTAL PROPANE TANK KI AND APPURTENANCES AND DISPOSE OF OFFSI 1 g REMOVE EXISTING LOT LIGHT AND APPURTENANCES AND DISPOSE OF OFFSITE. REVIEWED FOR CODE COMPLIANCE APPROVED REMOVE EXISTING ASPHALT AND DISPOSE OF OFFSITE DEC 3 0 2011 EXISTING AIR /WATER UNIT W /BOLLARDS TO REMAIN AND BE PROTECTED. 10 EXISTING MONITOR WELL TO BE ABANDONED AND OR REMOVED PER D.O.E. STDS. A LICENSED DRILL CONTRACTOR TO APPLY FOR N.0.1. W /D.O.E. TO DECOMMISSION WELL AND SUBMIT PROOF OF COMPLETED ABANDONMENT PRIOR TO OCCUPANCY /PERMIT FINAL. 1. NOTIFY CITY PF TUKWILA AND ENGINEER IMMEDIATELY IF CONTAMINATED SOILS ARE ENCOUNTERED. REMOVE EXISTING OIL WATER SEPARATOR AND APPURTENANCES AND DISPOSE OF OFFSITE. EXISTING VAULT TO REMAIN AND BE PROTECTED. ADJUST RIM TO NEW GRADE. City of Tukwila BUILDING DIVISION SEE SHEET C3.1 FOR EROSION AND SEDIMENTATION CONTROL MEASURES RECEIVED DEC 02 2011 PERMIT CENTER 0 0 z w w z z w a U LEHo u rV p Ei2 A- sPA-P44 -7-r PEktir.r SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. 2. ALL' SEWER AND STORM PIPES SHOWN TO BE ABANDONED OR REMOVED SHALL BE CAPPED AT THE PROPERTY BOUNDARY. UTiLI Y CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I) 10 1=20' 20 40 CONSTRUCTION SEQUENCE: 1. ATTEND PRE - CONSTRUCTION MEETING WITH CITY OF TUKWILA. 2. FLAG ALL CLEARING LIMITS. 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. 4. PROVIDE PROTECTION FOR ALL EXISTING STORM DRAINAGE SYSTEMS WHICH MIGHT BE EFFECTED BY GRADING OPERATIONS. 5. INSTALL TEMPORARY CONSTRUCTION ENTRANCES. 6. INSTALL PERIMETER PROTECTION INCLUDING SILT FENCE, HAY BALES ETC. PER THESE PLANS. 7. PROTECT SURROUNDING PROPERTY & ROW FROM ANY SEDIMENT LADEN WATER DURING EARTHWORK OPERATION. 8. DEMOLISH EXISTING ONSITE STRUCTURES AS SPECIFIED ON DEMOLITION PLAN. 9. CLEAR, ROUGH GRADE AND AMEND TESC FACILITIES AS NEEDED. 10. INSTALL UTILITIES. A. WHERE FEASIBLE, NO MORE THAN 250 LF OF TRENCH SHALL BE OPENED AT A TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. TRENCH AND FOUNDATION DEWATERING DEVICES SHALL DISCHARGED THROUGH A FILTER BAG, GEOTEXTILE FABRIC OR SHALL BE CONTAINED IN A SMALL SEDIMENT TRAP AND RELEASED IN A MANNER SUCH THAT THE DISCHARGE DOES NOT VIOLATE ECOLOGY CONSTRUCTION WATER QUALITY STANDARDS SET BY THE TYPICAL NPDES GENERAL PERMIT. IN NO CASE WILL DEWATERING BE DIRECTLY DISCHARGED FROM THE SITE. PAVE AREAS INDICATED PER PLAN. MAINTAIN TESC MEASURES IN ACCORDANCE WITH CITY OF TUKWILA STANDARDS. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16. COMPLETE FINAL GRADING WHILE MAINTAINING TESC MEASURES. 17. HYDROSEED AND MULCH EXPOSED AREA. 18. MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION /SEDIMENTATION HAS PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT LADEN WATER INTO STORM SYSTEM. 19. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED IF APPROPRIATE. JACKSONS TUKWILA STORE #631 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 1305 0 C/0 130 Ck URBgN s� opeRTr �yF eo VE s O rT O &O 4900 0 pT AZ 401 8,5.261 CONSTRUCTION FENCE STORM DRAIN INLET PROTECTION PER DETAIL 4/03.2 CLEARING LIMITS STOCKPILE AREA TO BE RELOCATED AS NECESSARY EXISTING LOT LIGHT TO REMAIN EXISTING RETAINING CURB TO REMAIN ALONG NORTHEAST PROPERTY LINE; NEW EGRESS WALK WILL BE FLUSH WITH TOP 13123 /N74-RC/ 4 T rN DEM RegN 1312341CD <<C AVFS S13123 W��q MD 8868 o. AREA TO REMAIN UNDISTURBED \EXISTING AIR /WATER UNIT TO REMAIN a AREA TO REMAI UNDISTURBED TEMPORARY SILT FENCE PER DETAIL 1/C3.2 PROTECT ALL TANK FILLS AND LIDS DURING ALL GRADING AND GROUND WORK PREPARATION 'EXISTING HI -RISE I.D. SIGN TO REMAIN Al� 7» f� /7, •F // " fr 7 /// /, %// l'f // /7 PROTECT ALL MONITORING/ANELLS / DURING ALL GRADING AND GROUND WORK PREPARATION (TYPy}ti°UyNG -SILL .\0' FENCE PER DETAIL 1/C3.2 XISTING,,,WAULT TO REMAIN. ,-/-PROTECT W /EROSION \CONTROL SILT FENCE PE DETAIL SHT. 1/C3.2 /J A ^� A '29'Q td F C�,p S� s oIrl o S\ S- %<s' lic 6'4' /40%, OF�FO 9F% i dow TEMPORARY SILT FENCE PER DETAIL 1/C3.2 tio/ TEMPORARY CONSTR�'O, TION ENTRANCE PER DETT/A� L 2/C3.2 \ (RELOCATE AS CONSTRUCTION'. PROGRESSES)/ • EXISTING SIGN TO REMAIN CLEARIN IIMITS ^'jam EXISTING OIL WATER SEPARATOR TO REMAIN. PROTECT W /EROSION CONTROL SILT FENCE PER DETAIL SHT. 1/C3.2 CONSTRUCTION FENCE / 5 J -J,\,y 1351 N • / P£S /P , `GQ' Ok'O (O L 20' WIDE ACCESS GATE EXISTING I.D. SIGN w EASEMENT FROM CITY SEATTLE -CITY LIGHT DEPARTMENT 0 CALL BEFORE YOU DIG: 1 -800- 424 -5555 bkk-10) APPROVED JAN 12 2012 City of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. LEGEND EXISTING STORM DRAIN EXISTING WATER LINE EXISTING GAS LINE EXISTING OVERHEAD POWER SAWCUT LINE CATCH BASIN PROTECTION G SD P(OH) TEMPORARY CONSTRUCTION FENCE x x x x x x x CLEARING LIMITS SILT FENCE • • • EROSION NOTES LEVEL 1 EROSION AND SEDIMENTATION CONTROL NOTES (MAY 1 THROUGH SEPTEMBER 30) THE FOLLOWING NOTES APPLY TO ALL SITE ACTIVITIES WITHIN THE TIME PERIOD SPECIFIED ON THIS PLAN FOR LEVEL 1 CONTROLS. 1. THE CLEARING OF LAND, INCLUDING THE REMOVAL OF EXISTING VEGETATION OR OTHER GROUND COVER, MUST BE LIMITED TO ONLY AS MUCH LAND AREA AS CAN RECEIVE APPROPRIATE PROTECTIVE COVER OR BE OTHERWISE STABILIZED, AFTER HAVING BEEN CLEARED OR OTHERWISE DISTURBED, BY NO LATER THAN SEPTEMBER 30 OF A GIVEN YEAR. UNLESS IMMEDIATE STABILIZATION IS SPECIFIED IN THE LEVEL 1 EROSION AND SEDIMENTATION CONTROL PLAN, ALL AREAS CLEARED OR OTHERWISE DISTURBED MUST BE APPROPRIATELY STABILIZED. UNLESS OTHERWISE APPROVED BY, THE DIRECTOR, SEEDING, FERTILIZING, AND MULCHING OF CLEARED OR OTHERWISE DISTURBED AREAS SHALL BE PERFORMED DURING THE FOLLOWING PERIODS: MARCH 1 TO MAY 15 AND AUGUST 15 TO OCTOBER 1. PERMISSION TO SEED AFTER OCTOBER 1 WILL ONLY BE GIVEN WHEN PHYSICAL COMPLETION OF THE PROJECT IS IMMINENT AND THE ENVIRONMENTAL CONDITIONS ARE CONDUCIVE TO SATISFACTORY GROWTH. IN THE EVENT THAT PERMANENT STABILIZATION IS NOT POSSIBLE, AN ALTERNATIVE METHOD OF GROUND COVER (SUCH AS MULCHING, NETTING, PLASTIC SHEETING, EROSION BLANKETS, ETC.) MUST BE INSTALLED BY NO LATER THAN OCTOBER 1. 2. IN THE EVENT THAT CONSTRUCTION ACTIVITIES OR OTHER SITE DEVELOPMENT ACTIVITIES ARE DISCONTINUED FOR 15 CONSECUTIVE DAYS OR MORE, THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE INSPECTION OF ALL EROSION AND SEDIMENTATION CONTROL FACILITIES IMMEDIATELY AFTER SIGNIFICANT STORM EVENTS, AND AT LEAST ONCE EVERY 15 DAYS. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF ALL EROSION AND SEDIMENTATION CONTROL FACILITIES. 3. DURING PERIODS OF INCLEMENT WEATHER, THE OWNER OR CONTRACTOR SHALL HAVE THE MATERIALS READILY AVAILABLE TO STABILIZE DENUDED AREAS. LEVEL 2 EROSION AND SEDIMENTATION CONTROL NOTES (OCTOBER .1 THROUGH APRIL 30) THE FOLLOWING NOTES APPLY TO ALL SITE ACTIVITIES WITHIN THE TIME PERIOD SPECIFIED ON THIS PLAN FOR LEVEL 2 CONTROLS. 1. ON SITES WHERE UNINTERRUPTED CONSTRUCTION ACTIVITY IS IN PROGRESS, THE CLEARING OF LAND, INCLUDING THE REMOVAL OF EXISTING VEGETATION OR OTHER GROUND COVER, SHALL BE LIMITED TO ONLY AS MUCH LAND AREA AS CAN RECEIVE APPROPRIATE PROTECTIVE COVER OR BE OTHERWISE STABILIZED WITHIN 15 DAYS AFTER HAVING BEEN CLEARED OR OTHERWISE DISTURBED. IN THE EVENT THAT ANY LAND AREA REMAINS UNPROTECTED OR HAS NOT BEEN APPROPRIATELY STABILIZED 15 DAYS AFTER HAVING BEEN CLEARED, ALL CONSTRUCTION ACTIVITY ON THE SITE, EXCEPT FOR APPROVED EROSION AND SEDIMENTATION CONTROL ACTIVITY, SHALL IMMEDIATELY CEASE UNTIL SUCH A TIME AS SAID LAND AREA HAS BEEN APPROPRIATELY PROTECTED OR STABILIZED. 2. IN SITE AREAS WHERE NO FURTHER WORK IS ANTICIPATED WITHIN 48 HOURS, ALL AREAS STRIPPED OF VEGETATION OR OTHERWISE EXPOSED, INCLUDING ROADWAY EMBANKMENTS, SHALL BE IMMEDIATELY PROTECTED OR STABILIZED BY A METHOD APPROVED BY THE CITY. 3. THE CONTRACTOR SHALL AT ALL TIMES HAVE AVAILABLE FOR THE PROJECT SUFFICIENT QUANTITIES OF PROTECTIVE COVERING MATERIALS TO IMMEDIATELY STABILIZE ALL DISTURBED AREAS, IF DIRECTED TO DO SO BY THE PROJECT ENGINEER OR THE DIRECTOR. 4. THE PROJECT ENGINEER SHALL VISIT THE DEVELOPMENT SITE A MINIMUM OF ONCE PER WEEK, WHILE LEVEL 2 CONTROLS ARE REQUIRED, FOR THE PURPOSE OF INSPECTING THE EROSION AND SEDIMENTATION CONTROL FACILITIES, REVIEWING THE PROGRESS OF CONSTRUCTION, AND VERIFYING THE EFFECTIVENESS OF THE EROSION CONTROL MEASURES BEING UNDERTAKEN. THE PROJECT ENGINEER SHALL IMMEDIATELY INFORM THE DIRECTOR OF ANY PROBLEMS OR POTENTIAL PROBLEMS OBSERVED DURING SAID SITE VISITS, AS WELL AS ANY RECOMMENDED CHANGES IN THE EROSION CONTROL MEASURES TO BE UNDERTAKEN. WHEN REQUESTED BY THE DIRECTOR, THE PROJECT ENGINEER SHALL PROVIDE THE DIRECTOR WITH WRITTEN RECORDS OF SAID WEEKLY SITE VISITS, INCLUDING DATES OF VISITS AND NOTED SITE OBSERVATIONS. 5. WHEN LEVEL 2 CONTROLS HAVE BEEN RECOMMENDED BY THE PROJECT ENGINEER AND /OR REQUIRED BY THE CITY DURING THE PERIOD FROM OCTOBER 1 THROUGH APRIL 30 ONLY, AND CONSTRUCTION ON A SITE HAS NOT BEEN COMPLETED AND APPROVED BY THE CITY BY OCTOBER 1 OF A GIVEN YEAR OR EXPOSED GROUND SURFACES ARE NOT PERMANENTLY STABILIZED BY THAT DATE, NO WORK SHALL BE PERMITTED ON THE PROJECT SITE OTHER THAN FOR THE INSTALLATION OR MAINTENANCE OF APPROVED EROSION AND SEDIMENTATION • CONTROL FACILITIES UNTIL SUCH A TIME AS A LEVEL 2 EROSION AND SEDIMENTATION CONTROL PLAN HAS BE APPROVED BY THE CITY AND LEVEL 2 CONTROLS HAVE B IMPLEMENTED ON THE P.ROJECT SITE. COMMENTS /FIRE DEPARTMENT COMMENTS 0 z w 0 U U 0 0 a a 0. a CL o_ a) 0 0 N 0 z T.E.S.C. PLAN w 0 J_ 1- NTERURBAN AVENUE S. co c) ECEIVED DEC 02 2011 'ERMITCENTER cc 0 U J U w 0 U ui c3 CO 00 0 z 0 CC Cw www jacksonsfoodstores.com ci -50 (1) 0 0 t 18215 72ND AVENUE SOUTH 1 c 0 0 N N) CD CO CT) z w 0 0 1) L 0 251 -8782 FAX 0 0 2 a +' 0 z z g 0 0 z w w z 0 W 0 0 a •0 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Job Number O O 0 X 0 0 D EROSION AND SEDIMENT CONTROL NOTES: 1. APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESL) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING • SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /TESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON (OCT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 TO SEPTEMBER 30). 7. ANY AREA OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST ONE FOOT ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 INCHES. SEEDING NOTES 1. SEED MIXTURE SHALL BE EROSION CONTROL SEED MIXTURE, AND SHALL BE APPLIED AT THE RATE OF 120 POUNDS PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADER, AND SEDIMENT BASINS. 5. THE SEED BED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS' RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. SEED MIXTURE FOR EROSION CONTROL NAME PROPORTIONS BY PERCENT PURITY PERCENT WEIGHT GERMINATION REDTOP (AGROSTIS ALBA) 10 PERCENT 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40 PERCENT 98 90 CHEWING FESCUE (FESTUCA RUBRA COMMUTATA)(JAMESTOWN, BANNER, SHODOW, OR KOKET) 40 PERCENT 97 80 WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10 PERCENT 96 90 NOTES 1. SEE WSDOT STANDARD SPECIFICATIONS SECTION 7- 08.3(3) FOR PIPE ZONE BACKFILL. 2. SEE WSDOT STANDARD SPECIFICATIONS SECTION 9- 03.12(3) FOR GRAVEL BACKFILL FOR PIPE ZONE BEDDING 3. SEE WSDOT STANDARD SPECIFICATIONS SECTION 2 -09.4 FOR MEASUREMENT OF TRENCH WIDTH. RIP RAP SPECIFICATIONS ALL RIP RAP PADS SHALL BE 7' WIDE X 8' LONG 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH SECTION 9 -13.1 OF THE WSDOT /APWA STANDARD SPECIFICATIONS. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 100% OR MAXIMUM STONE SIZE 8" PASSING 6 INCH SQUARE SIEVE 40 -6 % OR MEDIUM STONE SIZE 6" PASSING 2 INCH SQUARE SIEVE 0 -10 OR MINIMUM STONE SIZE 2" STOCKPILES JACKSONS TUKWILA STORE #631 T.E.S.C. NOTES AND DETAILS FILTER FABRIC FENCE INSTALLATION NOTES: 1 INSTALL BIO BERM OR SEDIMENT FENCING /BARRIERS AT TOE OF SLOPE. 2 STOCK PILES ON SITE SHALL BE COVERED WITH POLYETHYLENE PLASTIC SHEETING 6 MIL MINIMUM THICKNESS. 3 COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS ON ROPES WITH A MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12" OVERLAP OF ALL SEAMS. FOR SEAMS PARALLEL TO THE SLOPE CONTOUR, THE UPHILL SHEET SHALL OVERLAP THE DOWNHILL SHEET. NO RUNOFF SHALL BE ALLOWED TO RUN UNDER THE PLASTIC COVERING. 4 CONSTRUCTION MATERIALS CONTAINING TOXIC CONTAMINANTS SHALL NOT BE STORED WITHIN 25 FEET OF ANY STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA. 5 DEBRIS, WASTE AND GARBAGE PILES SHALL NOT BE PLACED WITHIN 25 FEET OF ANY STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA. 6 LOCATION OF CONSTRUCTION MATERIAL STORAGE AREAS AND DEBRIS, WASTE AND GARBAGE PILE AREAS SHALL BE PROVIDED BY THE CONTRACTOR AT THE TIME OF THE INITIAL ESC CONTROL INSPECTION. 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2 "x2 "x14 GA. WELDED WIRE FABRIC OR EQUAL STAPLES OR WIRE RINGS (TYP) FILTER FABRIC MATERIAL MIRAFI 100 X OR EQUAL 2 "x4" DOUG. FIR AT 4' 0.C. 0 r' i 1 1 =1 � I -1 11 -I � h V I III III III ill [up VELEVATION I I IV 2 "x4" DOUG. FIR OR EQUAL FILTER FABRIC MATERIAL 2 "x2 "x14 GA. W.W.F. 3/4 " -1 1/2" WASHED ROCK OR PEA GRAVEL. 6 "x6" TRENCH Ili _111= 1y1_;'I1 2" EXCESS OVERLAP MIN ° ° ° ° "11=111 0 ° 0 0 °° 1-1 - 1 I 1 =1 I- I 1 =1 1 1, T1 I I I 11 1 11111 1 11 V 6 "x6" TRENCH NOTES: 1. PLACE 1' OF 3/4 " -1 1/2" WASHED ROCK OR PEA GRAVEL ON BOTH SIDES OF FENCE TO CREATE A BEVEL SHAPE. 2. FABRIC SHALL COVER BOTTOM OF 6 "x6" TRENCH AND EXTEND BEYOND THE LIMITS OF THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" MINIMUM AS SHOWN IN TYPICAL CROSS- SECTION. TYPICAL CROSS SECTION FILTER FABRIC SILT FENCE DETAIL NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE 1 ESTABLISHED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT INTO PUBLIC RIGHT OF WAY. 2 ADDITIONAL GRAVEL SHALL BE ADDED PERIODICALLY, IF NECESSARY, TO MAINTAIN PROPER FUNCTION OF THE PAD. 3 IF THE GRAVEL PAD DOES NOT ADEQUATELY REMOVE DIRT AND MUD FROM VEHICLE WHEELS SUCH THAT MUD AND DIRT TRACKING IS EVIDENT OFF SITE, ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY INCLUDE HOSING OFF WHEELS BEFORE VEHICLES LEAVE THE SITE OR OTHER CONSTRUCTION TECHNIQUES /WORK OPERATION MODIFICATIONS. WHEEL WASHING SHOULD BE DONE ON THE GRAVEL PAD AND WASH WATER SHOULD DRAIN THROUGH A SILT - TRAPPING STRUCTURE PRIOR TO LEAVING THE CONSTRUCTION SITE. 4 REFER TO DETAIL 3 ON THIS SHEET FOR MORE INFORMATION. 20' MIN RADIUS OR 2 " -0 GRAVEL SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE CONCRETE WASH AREA 1 PROVIDE CONCRETE TRUCK WASH AREA AS SHOWN. COMPLY WITH PERMIT OUTCOME REQUIREMENTS. 2 CONCRETE WASH AREAS SHALL BE CONSTRUCTED OF ONE OF THE FOLLOWING: A. STRAW BALE BARRIER WITH PLASTIC LINER. B. STACKED SAND BAGS OR BIO -BAGS AS A BARRIER WITH PLASTIC LINER. C. PORTABLE CONTAINMENT POND. 2% OR GREATER ROADWAY SECTION A - A NOTE: 1. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR BASIN. 2. DIVERSION RIDGE REQUIRED WHERE GRADES EXCEED 2% SUPPLY WATER TO WASH WHEELS IF NECESSARY 20' R EXISTING PAVEMENT 00 O Waft. FLOW (') .°366 FILTER FABRIC SPILLWAY CHANNELIZE RUNOFF TO BASIN AS REQUIRED CONTINUOUS BIO BAGS OR SANDBAGS STAKED INTO PLACE. A 2" - 3" COURSE AGGREGATE A MIN. 6" THICK 20' MIN. DIVERSION RIDGE SEE NOTE No. 2 50' MIN. REFER TO DETAIL 2 /Cxx TRUCK WHEEL WASH DETAIL NOT TO SCALE CATCH BASIN INSERT MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON SITE OR HAULED OFF SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE -THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASINS PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. GRATE /STANDARD STRENGTH FILTER FABRIC NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOR RESULT IN EROSION OF SLOPES. FILTERED WATER CATCH BASIN CATCH BASIN INLET FILTER NOT TO SCALE /� /� /�//,. //� btl28b COMMENTS/FIRE DEPARTMENT COMMENTS CITY REVIEW COMMENTS 0 a. a. a a 0 0 a a_ 0 0 N 0 z APPROVED AN 12 2012 City of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila UILDING DIVISION RECEIVED DEC 022011 PERMITCENTER 0) J W z O z 0 w 4) w CC O NTERURBAN AVENUE S. co a J O 0 J 0 cc w O 0 LLI GO 0 z 0 CC Cw E (s) O co 0 0 0 c co v a; 0 0 c 0 N `0 x 0 (NI F 0 0 a) 0 m c 0 0 -0 0 a� 0 0 0) 0 0 18215 72ND AVENUE SOUTH N N N 251 -8782 FAX 0 0 z j zw zcn J gw - 0 ct z w z ww w - > U(• ( ONE S 4!„‘ Job Number 1=20' LEGEND PROPOSED SPOT ELEVATION 13.00 PROPOSED SPOT ELEVATION AT 13.00 TA / "TOP OF CURB" & 'TOP OF ASPHALT" 13.00 TC PROPOSED SPOT ELEVATION AT "TOP OF PUMP ISLAND" "MATCH EXISTING" 13.00 T.P.I. 13.0± M.E. JACKSONS TUKWILA STORE #631 GRADING AND STORM DRAINAGE PLAN "(ca 0 a0 °,61- go 19.85 TA 20.35 TC 'e, 73/ S NEW 6" S1G68 I.E. =17.50 17 LF 6" PVC SDR -$5 ©2% NEW 6" SDC( J I.E. =17.1 ,0\1 < • o °titi� co J S CBn c • ' \ r� .,�, s4 ca . C'AN 7;:? r A .1 19.75 20.50 1996 NE,W ±J�CKSONS SHELF ii''''__ C -STORE FF •20.5 20.42 .\ 9.50 TA 51 LF 6" PVC 20.00 TC SDR -35 © 2% 151 LF 8" ADS N -12 SD ® 1.00% 20.0: • TA° 53,T€7" ° . •I.. 0 ■ Q90. o MAINTAIN EXISTING STORM CONNECTION TO PUBLIC CONVEYANCE SYSTEM IN 48TH AVE SOUTH FOR SITE E ,, 1 / EXISTING OIL /WAtER SEPARATOR TO REMAIN IN USE 41 LF 8" ADS N -12 SD NN Q,O��i � c<ti \\ '4), NN /J 0004' 36 LF 8"/ADS N -12 .97% 5 O - N 2tie ■ J 0 NN. 3iLCJ7� � \ 4) 0 7 4 EARTHWORK OUANITIES: EXPORT= IMPORT= NET IMPORT= AREA OF DISTURBANCE= 258 C.Y. 373 C.Y. 115 C.Y. 1,9469 S.F. 0.45 AC. STORM DRAINAGE KEYNOTES CB #1, TYPE 1 W/ STANDARD GRATE RIM = 19.18 IE =15.65 (8" NE) CB #2, TYPE 1 W/ STANDARD GRATE RIM = 19.75 IE= 15,14 (8" NE) IE= 15.14 (8" SW) IE =15.14 (8" SE) CB #3, TYPE 1 W/ STANDARD GRATE RIM = 19.32 IE =16.12 (8" NE) CB #4, TYPE 1 W/ STANDARD GRATE RIM = 18.55 IE =13.22 (8" SW) EX CB, TYPE 1 W/ STANDARD GRATE RIM = 19.26 IE =16.00 (8" SW) SDMH #5, TYPE 2 -48" W/ SOLID LID RIM = 19.18 IE =13.62 (8" NW) IE =13.62 (8" SW) IE =13.62 (8" NE) These plans have been reviewed by the Public Works Department for conformance with ,current City standards. Acceptance is subject and omissions which do not authorize violations adopted standards or ordinances. The responsibility vQi the the adequac.• of the design rests totally I,' designer. Additions, deletions or revisions to ese drawings after this date will void this accepf and will require a resubmittal of revised dra for subsequent approval. -_ Final acceptance is subject to field inspection h. the Public Works utilities inspector. Date / XI I 2J"i bl12ea SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. NOTE: SEE DEMOLITION PLAN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED, RELOCATED, AND /OR REMOVED. DEPARTMENT COMMENTS COMMENTS /FIRE CSI O.: a. 0. CL a U CL Cl- re) 0 0 CI 0 Z J a_ w Z ac 0 cc O 0 0 cc 1- NTERURBAN AVENUE S. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION RECEIVED DEC 02 2011 PERMITCENTER CALL BEFORE YOU DIG: 1-800-424-5555 0 0 J 0 cc w 0 0 w O co 0 Z 0 cc Cw www jacksonsfoodstores.com li 4i '60 O N 0 O xN O 0 0 0 0 0 d U °3 0 0 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARCHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 18215 72ND AVENUE SOUTH cV co 0) F- w 251 -6222 251 -8782 FAX c� z z z a. 0 z 0 z w w z w w 0 w (1) h- z w z 0 fx z w > U ((1) Job Number O 0 v cJ 0 O 4) 0 0 V) 1/30/2011 11:48 AM 0 File:P: \14000s \14700 \engineering \14700 —g.dwg 10 1 " =20' 20 40 0 JACKSONS TUKWILA STORE #631 UTILITY PLAN NEW GAS METER RELOCATE GAS SERVICE LINE TO NEW GAS METER ( COORD. W/ GAS COMPANY) /;' k, 0 ROOF DOWNSPOUT COLLECTION SYSTEM SEE SHT. C4.0 oe�l \' c - #. C /71 NEW 6" SEWER SERVICE TO BLDG. COORD. W/ PLUMB. 46 LF 4" D.I. WATER 42 LF 4" D.I.S';FIRE LINE FOR FDC (DRY) EX. POWER SERVICE CONDUITS TO BE REROUTED TO NEW BLDG. AND ELECTRIC METER ( COORD. W/ SEATTLE CITY LIGHT). . ti •0 INSTALL: (3) -4" 90' BEND (MJ) CONC. THRUST BLOCK ■ /I 171 7/ 1I `ZFc,, .s�0 0/, / INSTAL11r (2) -GUAAa POSTS TO , PROTECT FD 4,-ASSEMBLY Gib 128 LF 4" D.I. WATER INSTALL: (2) -4" 90' BEND (MJ) CONC. THRUST BLOCK vc`vt rM ;%red .,.V' .y 77 f� " : /.i. FIRE LINE FOR FDC (DRY) NEW 3 /4 "'1RIGATION METER AND BACKFLOW PREVENTOR (SEE LANDSCAPING FOR CONT.). GV�4 dew ,m 4v- bo)( Mt ik-t icrJJe. /0 o x Vas black, ?CAI kD lot, `te■ S i f..,, Vos.'i\e 6'kr'e•4' trt W t k l cl�,t- c ov\c�c,'r vf �l C s psi 19 LF 4" D.I. FIRE LINE FOR FDC (DRY) 23 7.24 WET TAP CONNECTION TO EX. 12 DI WATER MAIN INSTALL: 1)-12"x4" TAPPING TEE " GATE VALVE (FLxMJ) C. THRUST BI6OC h0 L SEWER SERVICE CONSTRUCTION TABLE NEW CATCH BASIN RIM = 19.54 I.E. = 17.6 (6" PVC) O46 LF 6" PVC SDR -35 SS ® 0.02 O. CONNECT TO EX. 6" SEWER LATERAL OEXISTING OIL /WATER SEPARATOR TYPE 557 -SA TO REMAIN. CONTRACTOR TO ADJUST RIM AND GRATE TO MATCH FINISH GRADE NOTIFY ENGINEER IMMEDIATELY WITH ANY DISCREPANCIES TO DESIGN. 4:::7 INSTALL 6" GATE VALVE O6 CONNECT TO EX. 6" SEWER LATERAL FIELD VERIFY LOCATION, DEPTH, AND CONDITION OF EX. LATERAL, NOTIFY ENGINEER IMMEDIATELY WITH DISCREPANCIES TO DESIGN. <> NEW 6" SSCO RIM = 20.4 (MATCH FG) I.E. = 15.5 WATER SERVICE CONSTRUCTION TABLE These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is by stations o errors and omissions which do not authorize adopted standards or ordinances. h totally he for the adequar,• of the design designer. Additions, deletions or revisions to these drawings after this date will void this acceptance pttance and will require a resubmittal for subsequent approval. Final acceptance is subject the Public Works utilities Date: to field inspection by inspector. By: `� SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. NOTE: SEE DEMOLITION PLAN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED, RELOCATED, AND /OR REMOVED. 11 4 6 INSTALL NEW METER AND RADIO FOR IRRIGATION PER CITY OF TUKWILA, SENSUS 3/4" iPERL METER, REGISTER IN CCF, W/ TRPL HEAD, COMPOSITE BODY AND NO MOVING PARTS, SENSUS SINGLE TRPL 520R RADIO REQUIRED. (SEE IRRIGATION PLANS FOR BACKFLOW PREVENTION DEVICE). EX. 1 -INCH WATER METER TO REMAIN NEW 196 LF 1-1/2" DOMESTIC WATER SERVICE LINE TO BLDG. (TYPE K COPPER TUBING). NEW 1-1/2" DOMESTIC WATER SERVICE LINE TO BLDG. COORD. W/ PLUMB. (NOTE: RPBA LOCATED INSIDE BLDG. UNDER SEPARATE PLUMBING PERMIT) NEW 4" WATER CONNECTION FOR FIRE PROTECTION SERVICE TO BLDG. COORD. W/ SPRINKLER PLANS (NOTE: DDCVA LOCATED D B 1 . ) NEW 4" WALL MOUNTED POST INDICATOR VALVE INSTALLED AT 36 TO 48 INCHES ABOVE GRADE pll- 28/v COMMENTS /FIRE DEPARTMENT COMMENTS 0 z 0 Lit 0 c 0 0_ 0_ a a CL. 0 a Q 0_ >, M 0 F+ 0 0 0 z REVIEWED FOR CODE COMPLIANCE APPROVE DEC 302011 City of Tukwila BUILDING DIVISION RECEIVED DEC 02 2011 PERMIT CENTER CALL BEFORE YOU DIG: 1 -800- 424 -5555 E 0 V co 0 ro 0 0 O 0 co co V 0 0 N z 0 0 U t m a 0. c 0 0 -0 a� U a) t 0 0) 2 a a °3 v 0 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1- 800 -424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 18215 72ND AVENUE SOUTH 0 00 0) X N CO N 03 CO I LC) F N N :::'— z z d 0 z U) w U w w - O FE a w w � w� 0 v) X 0 z Q 0 0 Date /Time:11 / 10/201 1 Job Number 0 0 a) Cn N 0 0 tri 0 0 0 0 cn c i SEE DETAIL °3 z • co T / N 4.0' . 5.0' 1:10 MAX. TYP. - 8.0' (4.0' MIN) I I LONC. WHEEL STOP (TYP.) NO PARKING e 9.00' I, 9.00' 8.00' MIN. MIN. MIN. (SEE PLAN) (SEE PLAN) (SEE PLAN) 0 0 Nu, 0 0 2 12" GROO BORDER 36" 0.C. ED \4" WIDE STRIPE (TYP). ADA PARKING REQUIREMENTS CONSTRUCTION NOTES AND DETAILS ADA MINIMUM PARKING REQUIREMENTS A. PROVIDE 1 VAN ACCESSIBLE PARKING SPACE WHEN TOTAL SITE PARKING IS BETWEEN 1 TO 25 SPACES OR AS REQUIRED BY LOCAL ACCESSIBILITY CODES. B. PROVIDE 2 ACCESSIBLE PARKING SPACES (ONE OF WHICH IS A VAN ACCESSIBLE STALL) WHEN TOTAL SITE PARKING IS BETWEEN 26 TO 50 SPACES OR AS REQUIRED BY LOCAL ACCESSIBILITY CODES. C. THIS LAYOUT ALSO MEETS LAYOUT REQUIREMENTS FOR VAN ACCESSIBLE SPACE. D. BOTH THE ACCESSIBLE PARKING SPACES, AND THE ADJACENT ACCESS AISLE ZONE, MUST COMPLY WITH ADA SURFACE SLOPE REQUIREMENTS: 2% MAX. SLOPE EACH WAY. E. TRUNCATED DOME DETECTABLE WARNINGS ARE REQUIRED. F. PRIOR TO PROVIDING LAYOUT FOR PRODUCT DESIGN, THE NATIONAL, STATE AND LOCAL REQUIREMENTS SHOULD BE REVIEWED IN ENTIRETY NOT TO SCALE SQUARE PATTERN DIAGONAL ALIGNMENT DIRECTION OF TRAVEL SQUARE PATTERN PARALLEL ALIGNMENT TRIANGULAR PATTERN NOTES: 1. DOMES TO BE SAFETY YELLOW TRUNCATED DOMES DETAIL NOT TO SCALE / / /DETECTABLE WARNING WIDTH PER ° / / LOCAL AUTHORITY REQUIREMENTS OR 12" MIN. G.C. TO CONFIRM / PRIOR TO INSTALLATION. O O 0 PARKING ••••ipwil O 0'000X0000 O ,000040000 00000 0000 O 0000�7:0.000 p 00000owO000 O 0000000.00 o�Q``'J? O 00000;00 0 C2/ +• 000006,;, 0000 �P ' DIRECTION OF TRAVEL 0.0• 2.35• al I-- SECTION DETECTABLE WARNINGS TO BE LOCATED AT THE LEVEL SURFACE. DETECTABLE WARNINGS SHALL BE TEXTURED\ACCORDING TO LOCAL AUTHORITY AND PAINTED A' CONTRASTING COLOR. G.C. TO CONFIRM PRIOR TQ INSTALLATION. RAMPED AREAS SHALL BE A MIN. OF HEAVY BROOM FINISH PERPENDICULAR TO DIRECTION OF SLOPE. FINISH OR TbTURE OF RAMP SURFACE IS SUBJECT TO LQCAL AUTHORITY REQUIREMENTS. G.C. TO CO RM PRIOR TO INSTALLATION. "FLARES" ONLY WHEN NOTED ON SITE PLAN 1/2" LIP - BEVELED AT 45' ALONG E 4' -0" MIN. CLEAR UNLESS NOTED OTHERWISE GE ACCESSIBLE CURB RAMP PLAN INSTALL ADA TRUNCATED DOME DETECTABLE WARNING ON ENTIRE RAMP SURFACE PER CITY OF TUKWILA STANDARD DETAIL. SCALE: 1/2"=1'-0" 3y" •-7/8 • 50 3' -0" • " /WHITE PAINT FIGURE 12'1 PAINT -�� CONTRASTING BLUE BACKGROUND WHITE BORDER PAVEMENT INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES: A. SYMBOL TO BE CENTERED ON WIDTH OF PARKING STALL. B. BOTTOM OF SYMBOL TO BE LOCATED FLUSH WITH ACCESS DRIVE,CENTERED ON PARKING SPACE. C. SYMBOL IS REQUIRED TO CONTRAST WITH BACKGROUND. MAXIMUM SLOPE IN ANY DIRECTION SHALL NOT EXCEED 2% ADJACENT PAVEMENT 'I MAX. RISE = 6" CV T 36 "x36" BLUE STENCILED SIGN (DETAIL 3B) INTERNATIONAL SYMBOL OF ACCESSIBILITY NOT TO SCALE PARKING SIGN (DETAIL 3A) 0 0 r) N.I.5. I 0 N a w w w EQUAL EQUAL PARKING AREA \4" WIDE BLUE STRIPE (TYP). EQUAL EQUAL NO PARKING 9' -0" SEE SITE PLAN ALIGN 8' -O" (VAN) 5' -O" (CAR) 1, ACCESS AREA E 4" WIDE PAINTED STRIPES (TYP.) WITH BLUE OUTLINE ADA PARKING REQUIREMENTS NOT TO SCALE MAXIMUM CURB RAMP RUN = 6' -0" MAX 1:12 SLOPE ° 0 O. a �° g,, 9° e. o "o go o D o a � ° * q ° o� O ��n �� ^ \/ \ j \\ 1 DETECTIBLE /\/� , 21-6" / / /1 / /\ WARNING \ 4" CONCRETE SLAB WITH 6X6 - W1.4XW1.4 W.W.F. BROOM FINISH CONCRETE WITH SCORES AT 6" ON CENTER. PLACE %" EXPANSION JOINT AT TOP OF RAMP 0 0 0 0 0 O° C �. \�� TRUNCATED DOMES PER CBC 1127B.5(7) SECTION 4" COMPACTED GRAVEL (NO VAPOR BARRIER) RETURN CURB TO BE FLUSH WITH TOP OF WALK CURB RAMP NOTES DIAGRAM A. B. C. CURB RAMP SHOWN IN THIS DIAGRAM SHALL HAVE NON - WALKING SURFACE ON EITHER SIDE. CURB RAMP MAY BE DESIGNED WITH FLARED SIDES NOT TO EXCEED 1:10 SLOPE PER DETAIL 2 SEE SITE PLAN FOR TYPE AND LOCATION OF RAMPS . ACCESSIBLE CURB RAMP (NON- FLARED SIDES) SCALE: NTS rg•- 4 -O" ABOVE SIDEWALK Parking 3A SYMBOL & OUTLINE BACKGROUND 12 "x 1 8" SIGN TEXT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS 3B 36 "x36" BLUE STENCILED SIGN Parking Stall Stencil HEIGHTS ACCORDING TO LOCAL REQUIREMENTS IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, LOCATE BOTTOM OF SIGN AT +6' -8" ABOVE WALKING SURFACE FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426 -7927 OR S i g n 2 "95 STEEL POLE ON INSTALLATIONS ABOVE 5' -0 MARKING DETAIL (ACCESSIBLE PARKING) SCALE: NONE General 1. ALL ADA ITEMS AND ELEMENTS SHALL COMPLY WITH CURRENT STATE AND FEDERAL ACCESSIBLITY STANDARDS. Store Entrance 1. DOOR : ENTRANCE DOOR WITH MINIMUM 10" HIGH BOTTOM RAIL OR AS REQUIRED BY LOCAL AUTHORITY. G.C. TO CONFIRM. 2. ADJACENT WALK : 60 "x60" MINIMUM LEVEL AREA OUTSIDE DOOR EXTENDING 24" MINIMUM BEYOND DOOR STRIKE EDGE (SEE SITE PLAN FOR EXACT CONFIGURATION). 3. SEE ARCHITECTURAL BUILDING PLANS FOR ADDITIONAL INFORMATION. Parking Notes (SEE SITE PLAN FOR EXACT LOCATION & CONFIGURATION) 1. SIZE : SEE SITE PLAN AND DETAIL 1 ON THIS PAGE 2. LOCATION : LOCATE PARKING SO THAT PHYSICALLY IMPAIRED PERSON IS NOT REQUIRED TO WALK OR WHEEL BEHIND OTHER PARKED CARS TO GET TO STORE ENTRANCE. 3. SIGNAGE : A. ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED BY A PERMANENTLY AFFIXED REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN ON STEEL, BEADED TEXT, OR EQUAL, DISPLAYING THE INT'L SYMBOL OF ACCESSIBILITY. SEE DETAIL 3A'. WHEN SITE PLAN CALLS FOR VAN SPACE, INCLUDE THE 60 SQ. INCH "VAN ACCESSIBLE" SIGN BELOW THE PARKING SIGN. B. 36 "x36" BLUE STENCIL ON PARKING SURFACE SEE DETAIL 2, 3B AND SITE PLAN. (6) ACCESSIBILITY' NOTES 17" Unauthorized vehicles not displaying distinguishing placards or license plates issued for physically handicapped persons may be towed away at owner's expense. Towed vehicles may be reclaimed at: or by telephoning: This applies only to handicapped spaces STEEL POST AND BASE PLATE BY SIGN SUPPLIER CHAMFER CORNERS 1 ANCHOR BOLTS. (SEE BOLT PATTERN PLAN) 1/2" BASE PLATE 8 "X4" BY SIGN SUPPLIER POURED CONCRETE BASE BY GENERAL CONTRACTOR. COMMENTS /FIRE DEPARTMENT COMMENTS U U O a o_ n. a a Y 0 a a. 0 0 N 0 z V/ J w 0 0 z 0) O Z z 0 0 cr VJ z 0 0 NTERURBAN AVENUE S. APPROVED 'JAN 12 2017 City of Tukwila PUBLIC Works REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION (4) 1 /2 "DIA. X 1' -6" 1" ANCHOR BOLTS INSTALLED BY GENERAL CONTRACTOR, / POURED CONCRETE BASE \\\ BY GENERAL CONTRACTOR. BOLT PATTERN PLAN SCALE 314 " =1'-0" NOTE: CONCRETE FOUNDATIONS ARE MINIMUM REQUIREMENTS. LOCAL BUILDING CODES OR FROST LINE MAY REQUIRE GREATER DEPTH UNAUTHORIZED VEHICLE SIGN www.jacksonsfoodstores.com 0 0 N 0 2 AS SHOWN 0 U AS SHOWN 0 C 0 co a) 0 m 2 0 -o Y U a) L 0 a) O a a Date 11 /30/11 18215 72ND AVENUE SOUTH N ND Co O) W N C0 N x N CO N 00 LO N N N d- (16 z j z E zW --1 • w 0 O z -- w z_ z w > S U (/) RECEIVED DEC 02 2011 Q PERMITCENTER NOT TO SCALE All 2b94? Job Number N 0 0 Scale:1:1 _XREF Date ime:11 1 111 u) 0 0 N a) 0 0 N 0) 0 0 0 i iv 4" (MIN.) PORTLAND CEMENT CONCRETE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 6" (MIN. PER GEOTECH REPORT) COMPACTED DEPTH CALTRANS STD. CLASS 2 AGGREGATE BASE (95% COMPACTED) a • . 00 0\ `$0 0 \ O `60 o g i \00 ouoko` ° p , O °° ° 00 0 O ppO yo° ° °O p ° 0 00 po Op c-op �' i i' ' i i � i' i .ii`\\ NOTE: PROVIDE CONTROL JOINTS AT 6' O.C. MAXIMUM ACCESSIBLE PATH 12" MIN. (95% COMPACTED) COMPACTED SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED AND PLACED IN ACCORDANCE W/ SOILS ENGINEER'S RECOMMENDATIONS CONCRETE SIDEWALK DETAIL NOT TO SCALE 1/2" RADIUS AT EDGE OF SLAB (NP.) 10" THICKEND EDGE (TYP.) 36" EDGE TAPER 11 SEE DETAIL 2 PAVEMENT SECTION DETAILS STRUCTURAL MATERIAL COMPACTED TO 95% OR 6 " OVER EXCAVATED, SCARIFIED AND RECOMPACTED SUBGRADE (TYPICAL) REFER TO SOIL. ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION. NEW ISLAND SLAB CONCRETE /ASPHALT SECTION SCALE: NONE 6.5" (MIN.) PORTLAND CEMENT CONCRETE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 6" (MIN.) COMPACTED DEPTH CALTRANS STD. CLASS 2 AGGREGATE BASE (95% COMPACTED) f�0 0600 O 0 op0 00 0 O ,.�,, \�,j/ ,,, ,9cQ9\'X ����/ \ ' 'XNX \ \� '/ ' ' / "\' 0 00 ° 00 o g 00 0o �o O 00 Q 0 0 000 O o0 12" MIN. (95% COMPACTED) COMPACTED SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED AND PLACED IN ACCORDANCE W/ SOILS ENGINEER'S RECOMMENDATIONS 3" (MIN.) COMPACTED DEPTH ASPHALTIC CONCRETE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS 8" (MIN.) COMPACTED DEPTH CALTRANS STD. CLASS 2 AGGREGATE BASE (95% COMPACTED) CONSTRUCTION NOTES AND DETAILS 009 o g 00 00 O 0 °uc,"O Qp °° vVo`o °o ° o °°O p0 00 0000 Q o 0° 0 °o 0p 0300,0 i `i �i /�`i /� \i /`i / /�� /�//`i A. �\ \ /�` /� /// //i 12" MIN. (95% COMPACTED) COMPACTED SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED AND PLACED IN ACCORDANCE W/ SOILS ENGINEER'S RECOMMENDATIONS 1/2" RADIUS AT EDGE OF SLAB (TYP.) 10" THICKENED EDGE (CONCRETE) 8" THICKENED EDGE ASPHALT TYPICAL AC PAVING SECTION NOT TO SCALE ASPHALT OR CONCRETE PAVING SEE GRADING PLAN THREADED CLEAN OUT PLUG, 3" BELOW PAVING TYPICAL PCC PAVING SECTION 4" DOWNSPOUT TO BE CONNECTED TO PVC ROOF DRAIN 4" X 4" WYE FOR 4" PVC CLEAN OUT 1 EXTERIOR WALL OF BUILDING LONG SWEEP WYE NOTES 1' -0" MANHOLE, FOR TRAFFIC AREAS ONLY A. B. CLEAN OUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS AS "CO" PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z -1400 CLEAN OUTS IN NON- TRAFFIC AREAS & SIDEWALKS -ZURN Z -1449 CLEAN OUTS IN LANDSCAPED AREAS -ZURN Z -1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE, OPW #104 Al2 - DOVER CORP. /OPW DIV. 4" DOWNSPOUT SEE ARCH. PLANS PVC REMOVABLE PLUG 15" X 15" X 8" CONCRETE SLAB (CLASS A) WITH 1/2" FIBER EXPANSION MATERIAL TO BE USED IN GRASS AREAS 6" MIN. PROPOSED FINISH GRADE CONCRETE PAVEMENT OR GRASS MIN. PVC ROOF DRAIN LINE SEE PLAN FOR LOCATION AND SIZE 2 -45' ELL NOTE: STORM DRAINAGE CONTRACTOR SHALL EXTEND PIPE UP ALONG THE FOOTING TO BOOT REDUCER. DOWNSPOUT W/ CLEANOUT NOT TO SCALE PULVERIZED TOPSOIL (TYPICAL LANDSCAPE AREA) SLOPE TO 2" BELOW THE TOP OF SIDEWALK 7-1/2" 4" CONCRETE WALK (BROOM FINISH) WITH 6X6 - W1.4XW1.4 W.W.F. SEE SITE PLAN FOR WIDTH TOOLED JOINT SLOPE 1% MIN.- 4 36" EDGE TAPER 12" :•C 0 W'.A'." 6" CIA • .rA z CV J U 6" MIN. THICK CONCRETE SLAB MATCH EXISTING SLAB THICKNESS #4 © 18" O.C. EACH WAY CONTINUOUS THROUGH CONTROL JOINTS. CENTER REBAR IN DEPTH OF SLAB 1,'•,'• '• '•,'.,'•,'•,'•,'. .,'.,'•,, F..vrorot.tow+.04botoowot•otstrAt.44.:.%, BITUMINOUS TACK COAT ON CONCRETE PRIOR TO ASPHALT PAVING AGGREGATE BASE COURSE PER TYPICAL - PAVEMENT SECTION PUMP ISLAND CONCRETE SLAB SECTION AND SLAB CONTROL JOINT (TYPICAL) NOT TO SCALE 4" 13/16" HOLES PLAN VIEW 9„ ELEVATION 2" CLEARANCE (TYP.) CONCRETE CURB STOP NOT TO SCALE MAX. " RADIUS ON EDGE ADJACENT PAVEMENT o r° °o%° o �° :0° o O°° ° ° °o3° o Op ° ° . - 0 0, I _ i\2 /i7 / \ % / \ \/ p. ° c° 00 0 00 o° ° 0 ° 0 0 ° ° 4" COMPACTED GRAVEL (NO VAPOR BARRIER) TYPICAL SECTION IN LAWN AREAS NOTES TYPICAL SECTION ADJACENT TO DRIVES C0 A. SIDEWALKS VARY FROM 4' TO 7' IN WIDTH. CONTROL JOINTS TO BE PLACED AT SPACING EQUAL TO SIDEWALK WIDTH. B. PROVIDE EXPANSION JOINTS AT 28' TO 30' O.C. MAXIMUM. C. WHEN WALK IS ADJACENT TO THE BUILDING PROVIDE 3/8" X 4" IMPREGNATED FIBERBOARD. STORE FRONT CONCRETE SIDEWALK NOT TO SCALE 3:1 SAND AND CEMENT GROUT 1" DEPTH TWO #3 BARS 8" MIN. 10" MAX. TWO #6 BARS ATTACHMENT DETAIL NON— SHRINK GROUT p‘,1- zs(e 1 "R PAVEMENT 5 1/2" G. 6' •i • G D C • D' 1/2" R LANDSCAPE 7 3/4" BARRIER CURB �j (0 ON —SITE BARRIER CURB DETAIL NOT TO SCALE 3/8" X 4" IMPREGNATED FIBERBOARD EXPANSION JOINT EX. CONCRETE SLAB AND REINFORCING n (9, 0 0 0 CL a 0 a. CL o_ 0 a a. 0 0 PAINTED PEARLESCENT WHITE 61'0 STANDARD BLACK PIPE CONCRETE FILLED Y>,\\ //\\ // \ \° 4 oa BOLLARD DETAIL NOT TO SCALE 6" WIDE STEEL TROWEL FINISH '-2(5,0'(;(6' 00( FLOWLINE OF CONCRETE SWAL ° ° 0c 4" (MIN.) COMPACTED DEPTH AGGREGATE BASE (95% COMPACTED) 12 2' MIN. 12" (MIN) 12" (MIN) EDGE OF CONCRETE SLAB EX. ASPHALT .,,cOX NOTE: ' o INSTALL EXPANSION JOINTS 0(,\ ®20' -0" O.C. MAX. > 12" MIN. (95% COMPACTED) COMPACTED SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED AND PLACED IN ACCORDANCE W/ SOILS ENGINEER'S RECOMMENDATIONS CONCRETE SWALE DETAIL NOT TO SCALE ASPHALT PAVEMENT PER SECTION ON 2/C6.1 REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila 1 BUILDING DIVISION 4" (MIN.) PORTLAND CEMENT CONCRETE PER SIDEWALK SECTION ON 1/C6.1 6' WIDE SIDEWALK W /STAMPED CONCRETE (SEE ARCHITECTURAL PLANS) APPROVED IAN 122fl12 City of Tukwila PUBLIC Works RECEIVED DEC 0 2 2011 PERMIT CENTER ASPHALT PAVEMENT PER SECTION ON 2/C6.1 'ab. ° ...�4 d.< .. a. • 0 0000 0 o$,.0000 'o o oa$ 060o a o.. .. oo0 o g 00 0o p � oOoo ?yj 0oo cam° coo co o Op o °O0° °00000 0 °� °oop °O0°° °OO °S° 00°6 ° ° °D 080 0OP ° °° PO o O 0 00 o Opp o0 00 c ��� </\„,74,,, \ / \�\ / / \�� \ - /�" \° \x� \y /y�\\ \� \9 \ - ., /\ \/- y� -c y \9 \ \\ 9.� yv, y �'\`i\'`i/\i k k. / % //% /.4%// %/ %/ /% / /%/`/✓/`� .�� / /v %//%/ /jfY/i /, ,<,,A, /% ✓ // / /j %J /�& 1.,/,. /,0:2,z � / %��K / /. ✓/`� ✓i� ✓/. BASE MATERIAL PER PAVEMENT SECTIONON 2/C6.1 COMPACTED SUBGRADE PER PAVEMENT SECTION ON 2/C6.1 STAMPED CONCRETE SIDEWALK DETAIL NOT TO SCALE CO -J w 0 0 Z (C;(5) Q W cc OO Z Z c co 0 13138 INTERURBAN AVENUE S. E 0 0 0) 0 L 0 0 0 0 ra 0 0 c 0 N t- 0 AS SHOWN 0 0 AS SHOWN o_ 0 0) 0 m 0 0 o_ 0 Y 0 0 CI) 0 0 0 18215 72ND AVENUE SOUTH X Li_ c1 N N N co 00 cO 00 � In In N N V) LJJ z� zcc z F- �z zw z 0 z w 0 z w w 0 J 0 0 D 0 z IQ- 0 Scule:1:1 _XREF 0 w 0 ate 1 ime:10`13/201 1 0 0 i 0) 0) 0) 0 0 0) 0 0 0 d CONSTRUCTION NOTES AND DETAILS I 112" LABELED C.O. -1/8" RAISE -112" WIDE BORDER PLAN VIEW 10" 2' FINISH GRADE Nifr L PLUG 12" DIA. FIBRE JOINT PACKING 450 BEND 4 314" ELEVATION CAST IRON RING AND COVER II�III�111111I1„ 1- EARTH _ 1 SIDE SEWER 114\ NOT TO SCALE City of Tukwila SANITARY SIDE SEWER CLEAN -OUT SHEET: SS-03 REVISION 91: 08.03 APPROVAL: B. SHELTON I b tt s (0 1- w 0 0 w w 0 Lt.! Li ~z w 0 F- z w 0 0 0 ce a: 0 CL 0. CL 0 a. d 0 M O 3) 0 0 cn F- 0 Z C:65 Q W cc OH 12 Z o) o f Cc VJ Z 0 0 NTERURBAN AVENUE S. APPROVED AN 12 2017 City of Tukwila PUBLIC Works REVINCI ID CODE OMPUA�NCE AP�'ROV D DEC 302011 City of Tukwila BUILDING DIVISION RECEIVED DEC 02 2011 PERMITCEMTER LL 0 O N 0 cri O d. W Q C'7 0 co ro CC Q W o - M • c o og O W O O . 0 in 0 0 N 0 Z AS SHOWN 0 0 AS SHOWN D. 0 rn N a) 0 c E 0) a) 0 a) _c 0 18215 72ND AVENUE SOUTH 251 -6222 251 -8782 FAX 0 0 z zrx zw a_ J F¢- z w C7 O zcd wW z� 5 wE J � 0 (!) N r N O U Scale:1 :1 _XR Da e ime: 1 2011 tri 0 0 0 0 i c In 0 O O 0 a) I ♦ NOTES: e LEVELING PADS 8 PADS 1 -112' x 314• x 118" LETTERING ■ TO BE RECESSED 1116" 2 - e .. FRAME AND GRATE OR RING AND COVER 34• 24" " 1- #38ARHOOP 6" RISER 5„ 5" 20" SECTION t MAXIMUM DEPTH FROM FINISHED GRADE 30" TO PIPE INVERT SHALL BE 5' -0 ". • 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M c 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 BE USED. WELDED WIRE FABRIC J�'.� RISER OR ADJUSTMENT SECTION u 2O 1 /8"R 4" MIN. TO 16 MAX. !Rf �II R_9 ` HANDHOLDS N 1 � =I i ,,•.QQ Ir �p �p LL LL L L ir i� 1 -114• 171/211 �. MAX y g. l: +i ••: '�,::/t •ti •iry K �. "�i ` ` ' - *'�'••'i "' FRONT SLAB COVER AND LADDER I 11111111 �B ara" / / i -518• / 1 "B "(12 MORTAR FILLET 4WDIA 1 MAX) • .. •,^ 1 I 24" DIxAMETER 4W, or OR BO• STEPS 1 I 1 1 REINFORCING STEEL (FOR PRECAST BASE WITH INTEGRAL RISER) 0.15 IN EACH DIRECTION 0.19 SQ IN/FT IN EACH DIRECTION FOR 54 0.25 SQ IN/FT IN EACH DIRECTION FOR 60" 11111 TT T it LL� B 2• v Tom. 5/15R CAST 2'MIN. IN PLACE PRECAST I I •`-'r �' ., :; • �b�w�r. -'' �.._, -�� "1 L • 518" 5" 2- #3 BAR HOOPS 3a" za" /-+ „ 12 RISER A 5. SECTION 5 20 "30. FOOT MAY SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST 5" BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 72 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY KNOCKOUTS. A 1 112 • SEE ETALOT TOP VIEW SLOT DETAIL VANE DETAIL %� LOCKING LID N 1316' 20 24' 1/2' MIN, 3" 1 -714" j"" v 'j I 1' I "�-����� `� ""I "' ... '� SEE SECTION C-C (VARIES) T •• ,. , : z�� &y INTEGRAL RISER s. , wr .r PRECAST BASE WITH / /��f - ' . W"DIA4 ��"8• :'�' ���� 'ti ^; GRAVEL FOR PIPE BEDDING. 'FOR SEPARATE CAST IN PLACE "0• RING - - • :•:•• SEPARATE REINFORCING - -• 029SQINIFTIN +•''•' 0.19 -w •!'l::i:: _.•i I CAST IN PLACE STEEL (FOR EACH DIRECTION SQ IWFT IN EACH DIRECTION _-�- BACKFILL 1' (* 8" MIN. COMPACTED DEPTH. FOR PRECAST BASES ONLY. OR SEPARATE PRECAST BASE SEPARATE BASE ONLY) FOR 48" FOR 54" 1 -518' 1J6• / ! /- /- / /�� /- 2114• 5• rte• 3" 3/4" MAX 4" MIN. 1p BAR EACH CORNER #3 BAR EACH SIDE 173 BAR EACH WAY PRECAST 26" 4" MIN. t ✓• BASE SECTION MIN. �• 22" � ��. `N , \ ) � 'I '� '' 1 r `� 1 I �''� 'I', \ SUPPLIED 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 ""�N SECTION TION 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. �-«•� " 118 SECTION B-B SECTION C-C -.J 1418" SECTION A-A 025 SQ IN/FT IN EACH DIRECTION FOR 60" PRECAST BASE JOINT DETAIL ZUMAR INDUSTRIES HOT TAPE #895460 OR APPROVED EQUAL NOTES: NOTES: HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. NO STEPS ARE REQUIRED WHEN "B" IS 4' OR LESS. REFER TO DS-10C AND DS -11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2" MIN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IS 36" FOR 48" CATCH BASIN, 42" FOR 54" CATCH BASIN, AND 48" FOR 60" CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8 ". 3. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE, 1" MIN. CLEARANCE. 4. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO DS -06 FOR VANED GRATE AND CATCH BASIN MARKINGS. NOT TO SCALE 1. WELDING IS NOT PERMITTED. 1 2. DIMENSIONS SHALL HAVE A±1 /16" TOLERANCE. 3. EDGES SHALL HAVE 1/8" RADIUS AND 1/8" CHAMFER OR COMPLETE NO - -_ \I �. N ` 8 I' I„- DEBURRING. _28._11 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. CATCH BASIN MARKING LETTERING TO BE RECESSED 1/16 ". 5. EMBOSS GRATE WITH MATERIAL. TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER. 6. THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS. 7. PLACE CATCH BASIN MARKING, "OUTFACE TO STREAM, DUMP NO POLLUTANTS ", ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA. 8. LOCKING LID REQUIRED. NOT TO SCALE (MEASUREMENT AT TOP OF THE BASE) 11. REFER TO DS -06 FOR CATCH BASIN MARKINGS. NOT TO SCALE z• ,� f'11 f City o "'JJ J� r F Tukwila CATCH BASIN a �. t o f : ✓ v • • Tukwila ~� CATCH BASIN & INLET R �l o f a �/ . • • Tukwila • CATCH BASIN TYPE 1 VANED GRATE TYPE 2 (48 "!54 "/60 ") SHEET: DS -01 1EET: DS-06 SHEET: DS-02 REVISION #1: 08.03 REYIBION BI: 08.03 LAST REVLON: 04.08 REVISION S1: 03.03 LAST REVISION: 04.08 APPROVAL: B. SHELTON e APPROVAL: BOB GIBERSON, CITY ENGINEER APPROVAL: BOB GIBERSON, CITY ENGINEER I 112" LABELED C.O. -1/8" RAISE -112" WIDE BORDER PLAN VIEW 10" 2' FINISH GRADE Nifr L PLUG 12" DIA. FIBRE JOINT PACKING 450 BEND 4 314" ELEVATION CAST IRON RING AND COVER II�III�111111I1„ 1- EARTH _ 1 SIDE SEWER 114\ NOT TO SCALE City of Tukwila SANITARY SIDE SEWER CLEAN -OUT SHEET: SS-03 REVISION 91: 08.03 APPROVAL: B. SHELTON I b tt s (0 1- w 0 0 w w 0 Lt.! Li ~z w 0 F- z w 0 0 0 ce a: 0 CL 0. CL 0 a. d 0 M O 3) 0 0 cn F- 0 Z C:65 Q W cc OH 12 Z o) o f Cc VJ Z 0 0 NTERURBAN AVENUE S. APPROVED AN 12 2017 City of Tukwila PUBLIC Works REVINCI ID CODE OMPUA�NCE AP�'ROV D DEC 302011 City of Tukwila BUILDING DIVISION RECEIVED DEC 02 2011 PERMITCEMTER LL 0 O N 0 cri O d. W Q C'7 0 co ro CC Q W o - M • c o og O W O O . 0 in 0 0 N 0 Z AS SHOWN 0 0 AS SHOWN D. 0 rn N a) 0 c E 0) a) 0 a) _c 0 18215 72ND AVENUE SOUTH 251 -6222 251 -8782 FAX 0 0 z zrx zw a_ J F¢- z w C7 O zcd wW z� 5 wE J � 0 (!) N r N O U Scale:1 :1 _XR Da e ime: 1 2011 tri 0 0 0 0 i c In 0 O O 0 a) JACKSONS TUKWILA STORE #631 LANDSCAPE PLANTING PLAN 1=20' 10 20 40 LANDSCAPE PLANT MATERIAL SYMBOL BOTANICAL / COMMON NAMES LEGEND SIZE CONDITION SPACING QUANTITY b1V-280 SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. SEE DEMOLITION PLAN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED, RELOCATED, AND /OR REMOVED. REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' TO REMAIN, SAVE, AND PROTECT MATCHED HEIGHT AND FORM 3 CANS MINIMUM, MATCHED HEIGHT AND FORM 3 CANS MINIMUM, MATCHED HEIGHT AND FORM MATCHED HEIGHT AND FORM MATCHED HEIGHT AND FORM MATCHED HEIGHT AND FORM $.- ( vIC 4/ cvot,Po( co tier' HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES TO REMAIN, SAVE, AND PROTECT REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION 1 crtvi► AUG2 2011 PERMIT CENTER c 0 0) a a -o 0 m 0 0 ❑ 0 z a� z J 0_ z 1- z J 0 W 0 VJ 0 z J NTERURBAN AVENUE S STATE OF WASHINGTON REGIST D LANDSCAPE CF-EC THU ` '. SEIDEL CERTIF . NO. 706 ALID 0 WITH SIGNATURE) EX ES: 12/15/12 CALL BEFORE YOU DIG: 1- 800 - 424 -5555 i O LL H CC 0 U J 0 CC w 0 0 U w M N (V) 00 z 0 CC 5W www.jacksonsfoodstores.com 0 c 0 0 N II 0 U t z 0 U a) s 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE CD 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROtE'EDING WITH CONSTRUCTION. 18215 72ND AVENUE SOUTH N N) O 00 rn w X U- N N N 00 C0 0000 I' N N LO N N cn w 0 U Z_ ct Z a. J H Z Z 0 zj wW z2 w 5- „> �V) E (L) o girt z o r (1.) Crl a� J 0 01 0 U X 0 ai 0 0 N) CD 01 0 0 N N z 14700— t.dwg, z 14700 — s.dwg, z 14700— Lb.dwg J W 0 w 0 U Date /Time:8/23/2011 File :P:\ 14000s \14700 \engineering\ 14700 —L1 &2.dwg TREES: CARPINUS BETULUS 'FRANS FONTAINE' / 2" CAL. AS SHOWN 8 FRANS FONTAINE HPRNBEAM 0 GLEDITSIA TRIACANTHOS 'IMPERIAL' / 2" CAL. AS SHOWN 10 IMPERIAL HONEY LOCUST 0 EXISTING TREE 1 SHRUBS: 0 BERBERIS THUNBERGII 'CHERRY BOMB' / CHERRY BOMB JAPANESE BARBERRY 18" — 21" 3' O.C. 80 HEMEROCALLIS HYBRIDS 'STELLA DE ORO' / 1 GALLON 2' O.C. 123 ® STELLA DE ORO DAYLILY MAHONIA AQUIFOLIUM / 24" — 30" 5' O.C. 26 OREGON GRAPE O MAHONIA AQUIFOLIUM 'COMPACTA' / 21" — 24" 3' O.C. 8 COMPACT OREGON GRAPE /./:, PRUNUS LAUROCERASUS 'ETNA' / ETNA ENGLISH LAUREL 24" — 30" 4' O.C. 27 , PRUNUS LAUROCERASUS 'OTTO LUYKEN' / 24" — 30" 4' O.C. 15 Qv OTTO LUYKEN LAUREL VIBURNUM DAVIDII / DAVID'S VIBURNUM 21" — 24" 4' O.C. k 29 GROUNDCOVERS: 0 % C O r 4q e t S 64G,Vlc( G "";:;:;:;::;:;:;:�:;:;:;:;:;:w ARCTOSTAPHYLOS UVA —URSI / 4" POT 12" O.C. AS REQ'D �'5' : :.t : : .44 »' :.'. :. KINNIKINNICK FRAGRARIA / 4" POT 12" O.C. AS REQ'D j / BEACH STRAWBERRY EXISTING LAWN b1V-280 SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. SEE DEMOLITION PLAN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED, RELOCATED, AND /OR REMOVED. REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' TO REMAIN, SAVE, AND PROTECT MATCHED HEIGHT AND FORM 3 CANS MINIMUM, MATCHED HEIGHT AND FORM 3 CANS MINIMUM, MATCHED HEIGHT AND FORM MATCHED HEIGHT AND FORM MATCHED HEIGHT AND FORM MATCHED HEIGHT AND FORM $.- ( vIC 4/ cvot,Po( co tier' HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES TO REMAIN, SAVE, AND PROTECT REVIEWED FOR CODE COMPLIANCE APPROVED DEC 3 0 2011 City of Tukwila BUILDING DIVISION 1 crtvi► AUG2 2011 PERMIT CENTER c 0 0) a a -o 0 m 0 0 ❑ 0 z a� z J 0_ z 1- z J 0 W 0 VJ 0 z J NTERURBAN AVENUE S STATE OF WASHINGTON REGIST D LANDSCAPE CF-EC THU ` '. SEIDEL CERTIF . NO. 706 ALID 0 WITH SIGNATURE) EX ES: 12/15/12 CALL BEFORE YOU DIG: 1- 800 - 424 -5555 i O LL H CC 0 U J 0 CC w 0 0 U w M N (V) 00 z 0 CC 5W www.jacksonsfoodstores.com 0 c 0 0 N II 0 U t z 0 U a) s 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE CD 1 -800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROtE'EDING WITH CONSTRUCTION. 18215 72ND AVENUE SOUTH N N) O 00 rn w X U- N N N 00 C0 0000 I' N N LO N N cn w 0 U Z_ ct Z a. J H Z Z 0 zj wW z2 w 5- „> �V) E (L) o girt z o r (1.) Crl a� J 0 01 0 U X 0 ai 0 0 N) CD 01 0 0 N N z 14700— t.dwg, z 14700 — s.dwg, z 14700— Lb.dwg J W 0 w 0 U Date /Time:8/23/2011 File :P:\ 14000s \14700 \engineering\ 14700 —L1 &2.dwg LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN -UP, DEBRIS REMOVAL, AND 90 -DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN., DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE- ESTABLISHING FINISH GRADE AND RE- MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1- 1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253 - 653 -5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05 -2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST- CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULITNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "D ". C) NATIVE SURFACE SOIL INCLUDING STOCKPILED SURFACE SOIL, ON -SITE, MAY MEET TOPSOIL PRODUCT STANDARDS AS NOTED ABOVE, PROVIDED THAT NECESSARY AMENDMENTS NOTED BELOW, ARE ADDED AND EVENLY BLENDED TO SPECIFIED DEPTH. D) NATIVE SURFACE SOIL /STOCKEDPILED SURFACE SOIL (AND TOPSOIL BROUGHT ON SITE), TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6 -CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30- POUNDS NITROFORM (38 -0 -0) 3. 5- POUNDS AMMONIUM SULFATE 4. 40- POUNDS CALCIUM CARBONATE LIMESTONE 5. 40- POUNDS DOLOMITE LIMESTONE 6. 5 -OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. JACKSONS TUKWILA STORE #631 LANDSCAPE PLANTING NOTES AND DETAILS E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6 -CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4 -CUBIC YARDS ORGANIC COMPOST. 3. 3- POUNDS NITROFORM (38 -0 -0) 4. 1- POUNDS AMMONIUM SULFATE 5. 2- POUNDS CALCIUM CARBONATE LIMESTONE 6. 2- POUNDS DOLOMITE LIMESTONE F) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON PLANS. VERIFY SUBGRADES TO -4 INCHES BELOW FINISH ELEVATION IN ALL SEED AREAS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB - GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND /OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) TOPSOIL PLACEMENT: PLACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS IN SEED AREAS OR IN AREAS INDICATED TO BE MOUNTED. BARK MULCH (TOPDRESSING): ONE- HALF -INCH (1/2 ") SIZE, TO ONE- QUARTER (1/4 "), I.E., "FINE," HEMLOCK /FIR BARK. STAKES: 2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI - DESICCANT: "WILT - PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND /OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1 -INCH BELOW CURBS, WALKS AND /OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND /OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2 -INCH COMPACTED DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES /SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESEIIING PLANTS TO PROPER GRADES OR POSITION, RE- ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND /OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SEIILED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING AND 3" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOSSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIA. SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIA. REMOVE ALL WRAP, TIES. AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE ( +) 24" DECIDUOUS TREE PLANTING /STAKING DETAIL NOT TO SCALE ►,/ a ...Ilia.. as 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE NOTE: REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. uaauuuuuuuuA A ______ �uu IPREPAR P LANTI N • . BED. LESS THAN 1 GALLON CONTAINER ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING • 1 GALLON CONTAINER and LARGER ( PLANTED BEFORE MULCH ) DETAIL NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST BED LINE EDGE CURB /WALK PLANT MATERIAL SPACING DETAIL NOT TO SCALE SPACING AS CALLED OUT ON PLAN /PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. MULCH AT CURB DETAIL 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB NOT TO SCALE OVER ALL TOPSOIL DEPTH OF 3 FEET BERM HEIGHT 6" MIN. SOIL LINE: 3" IN MULCH, 1" IN LAWN SUBGRADE REMOVE EXCESS GRAVEL AND PAVING TOPSOIL SEIILED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 10' MAX. SPACING COARSE TRANSITION FROM TOPSOIL TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE 12" MAX. LIP GRADING @ PARKING LOT PLANTERS DETAIL PAVING (SEE (CIVIL PLANS) NOT TO SCALE bk28 (0 SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. NOTE: SEE DEMOLITION PLAN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED, RELOCATED, AND /OR REMOVED. REVIEWED FCC CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION crAWitfON1.A AUG 2 'o 2011 PERMIT CENTER 0 N a a 0 CD a 0 z 0) 1— w 0 0 z CD w 0 z 0 z_ z 0 J/� w 0_ 0 0 z J NTERURBAN AVENUE S oo c) STATE OF WASHINGTON REGISTER LANDSCAPE A CHT %CT . SEIDEL TIFI o TE NO. 706 (VALID ONL WITH SIGNATURE) EXPIRES: 12/15/12 CALL BEFORE YOU DIG: 1- 800 - 424 -5555 0 0 J 0 CC cw cL 0 0 w 0 N CO 00 0 z 0 CC cw www jacksonsfoodstores.com 0 0 N 0 a z 0 U z 0 0 m -c 0 0 0 0 a +; a 0 Q 0 oo UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 18215 72ND AVENUE SOUTH X N CO N I� CO 00 I N N if) LO _ N 0 E 0 z 0 •— a 0) Xref: , z14700— t.dwg, z14700— s.dwg, z14700— Lb.dwg, z14700— a.dwg, x631_base.dwg, x631ca.dwg J w 0 w File:P: \14000s \14700 \engineering \14700 —L1 &2.dwg Date /Time:8/23/2011 442, 0 o s"Psi r'■ (tz: .♦ so G ♦�:., do ‹z<. / i0 \\ '711 CFA c i ,/ / 12.$'f / // / LOCATE MAINLINE ON JACKSONS PROPERTY JACKSONS TUKWILA STORE #631 LANDSCAPE IRRIGATION PLAN MOUNT CONTROLLER ON EXTERIOR WALL. INPUT: 117VAC +/ -10 %, 60 Hz. OUTPUT: 26.5 VAC, 1.5 A. LOCATION PER ELECTRICAL PLANS, AS DESIGNATED. INSTALL 2” DIA. PVC CONDUIT FOR 6.7 24V ELECTRICAL WIRING FROM THE CONTROLLER TO LANDSCAPE AREA. PAINT CONDUIT TO MATCH BUILDING COLOR. MOUNT RAIN SENSOR ON WEATHER EXPOSED PORTION OF EXTERIOR WALL AT 8' — 9' HEIGHT. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. / \ 11 \q/\ /� ti 10.6 1/ // /'' 4'. /1 /1 // // 11 /i' 11 // // 0 // . • / P.O.C. AT 3/4" NEW IRRIGATION WATER MET,R SE�E`CIVIL PLANS \ \v/ N f \`` ,1/7//77;:///// / / 0V 4cp • ;,/ • .X.ISTINGrLAWN. • 1=20' 0 10 20 40 LANDSCAPE IRRIGATION LEGEND DESCRIPTION SPRINKLER HEADS: RAINBIRD 18012 — SAM —PRS POP —UP FOR SPRAY HEADS SYMBOL • di • e 00 FO T°070 HO To C7 • • • C O O P.O.C. NOZZLE PSI GPM RAINBIRD 5 F, H, T, Q SERIES 30 0.41, 0.20, 0.13, 0.10 RAINBIRD 8 F, H, T, Q SERIES 30 1.05, 0.52, 0.35, 0.26 RAINBIRD 10 F, H, T, Q SERIES 30 1.58, 0.79, 0.53, 0.39 RAINBIRD 12 F, TQ, TT, H, T, Q SERIES 30 2.60, 1.95, 1.74, 1.30, 0.87, 0.65 RAINBIRD 15 F, TQ, TT, H, T, Q SERIES 30 3.70, 2.78, 2.48, 1.85, 1.23, 0.92 ❑ 0 RAINBIRD 15 SST, EST SERIES 30 1.21, 0.61 RAINBIRD 100/150 PEB REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX PRECIP. RADIUS 1.83 5' 1.83 8' 1.75 10' 2.01 12' 1.83 15' 4'x30'/15' HUNTER WRC WIRELESS RAIN —CLIK WITH RECEIVER, COORDINATE LOCATION WITH OWNER AND GENERAL CONTRACTOR RAINBIRD ESP -8 —LX S STATION AUTO— CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS., COORDINATE LOCATION AND ELECTRICAL WITH OWNER AND GENERAL /ELECTRICAL CONTRACTORS ® RAINBIRD 3/4" QUICK COUPLING VALVE, IN VALVE BOX, WITH (2) KEYS AND SWIVELS WILKINS 950 XLTU— 3/4" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER WILKINS 850 — BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID MAINLINE — CLASS 200 PVC (18" COVER); SIZE PER PLAN, 1" SIZE MINIMUM LATERAL — CLASS 200 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE — CLASS 160 (SDR -26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT PIPE AND /OR WIRES, 4" SIZE MINIMUM TYPICAL VALVE CALL —OUT VALVE STATION NUMBER VALVE GPM VALVE SIZE EXISTING LANDSCAPE AND IRRIGATION — TO REMAIN, SAVE, AND PROTECT IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. These plans have been reviewed IT the 11 zufb Works Depai tinent for conformance viitihi unorent City standards. Acceptance is subject to mots a omissions which do not authorize violations adopted standards or ordinances. The responstiollity for the adequac • of the design rests totally uiit i die designer. Additions, deletions or revisions la these drawings after this date will void this acceptance and will require a resubmittal of revised for subsequent approval. Final acceptance is subj9ct to field inspection the Public Works utilities inspector..' =: Date: By I(2 SPECIAL NOTE ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. SEE DEMOLITION PLAN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED, RELOCATED, AND /OR REMOVED. 0 :5 N 0 0 COMMENT, DATED •0 Id w 0. 0 -0 0 0 0 0 0 0 z a) I= z 0 z 0 a oc cc LANDSCAPE N RECEIVED JAN 10 curt TUKWILA IANtiCWORKS CORRECTION LTR#� bLZ8b RECEIVED JAN 0 5 2012 PERMITCENTER REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION STATE OF WASHINGTON REGISTE D LANDSCAPE CT R>II: SEIDEL ER FIOATE NO. 706 ALID ONLY WITH SIGNATURE) EXPIRES: 12/15/12 CALL BEFORE YOU DIG: 1- 800 - 424 -5555 O u- H 0 cc U J U w 0 0 U w c� C) 00 0 z 0 EE cw E v c ro ro c 0 0 O O C co v 0 _ N N 0 0 U Q z a 00__ 0 -o N,. C - oO o a) 0. D 0 < If) 0 0 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE CO 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 18215 72ND AVENUE SOUTH X 00 CO 10 10 LO cn 0 0 z:.5 z. g(/') CL z z w w z 0 z w J U J I¢- z w z 0 z w z_ w 01 0 0 r() X 0; a; 1n 0 0 x 01 O 0 N N 01 a 0 0 0 N 01 0 vi O N 0 J O O N N J W 0 L±.1 Q 0 U Date /Time:10/17/2011 1:36 PM 0, J I O 0 a) 0 0 a) 0 0 0 0 0 0 LL LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION /SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF- CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER /LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 30 GPM AT 80 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST /CALCULATION 80 PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE /QUICK COUPLER /WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT /CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS- BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND WINTERIZATION OF THE IRRIGATION SYSTEM. 8. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND /OR ALTERNATE NOZZLES. IN- NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576 -78, OR EQUIVALENT. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION /SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE /PRECIPITATION CONDITIONS DETERMINE SERVICE 16. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE- ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30 %. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3 -DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ( "FIELD RECHARGE ") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 17. SUBSTITUTION OF IRRIGATION MATERIAL /EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. JACKSONS TUKWILA STORE #631 LANDSCAPE IRRIGATION NOTES AND DETAILS VALVE BOX WITH COVER FINISH GRADE QUICK COUPLING VALVE CENTER IN BOX 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL - TYPICAL PVC SCH 80 PVC NIPPLE PVC SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE NOTE: MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE. RAIN SENSOR DETAIL (WALL MOUNT) NOT TO SCALE PVC SCH 80 UNION CHECK VALVE ASSEMBLY PER DETAIL THIS SHEET PVC SCH 80 UNION QUICK COUPLING VALVE NOTE: THE BACKFLOW DEVICE TO HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES PVC JUMBO VALVE BOX WITH LOCKING LID PVC SCH 80 UNION WILKINS 600 PRES. REDUCING VALVE AS NECESSARY T x S COUPLING: CONTRACTOR TO PROVIDE THREADED FITTING AND CAP ON DISCHARGE SIDE OF MEETING WATER METER DEDUCT IRRIGATION METER - SEE CIVIL PLAN PER CITY STDS. ` POINT OF CONNECTION (P.O.C.) DETAIL 0 NOT TO SCALE TRENCH CONDITION FINISH GRADE PAVING SEE CIVIL PLANS SLEEVE CONDITION COMPACTED BACKFILL AT 90% DENSITY (TOPSOIL) AT 95% DENSITY (STRUCTURAL) SLEEVE(S) PVC LATERAL PVC MAINLINE VALVE WIRING ALT. WIRE SLEEVE PIPE BED MATERIAL TO BE CLEAN AND FREE OF ROCK LARGER THAN 1/2" PVC MAINLINE /LATERAL Age p . -- ■ . )oO -) c• 000 000 c- �cc I000oc )Cc J 0�O c i NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D- 1557 -70 (MODIFIED PROCTOR) SLEEVE /TRENCHING DETAIL NOT TO SCALE POP -UP SPRINKLER FLUSH MULCH SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE - TYPICAL MARLEX 90° ELBOWS PVC SCH 40 TEE SxSxT (SIDE INLET ONLY) NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP -UP RISER ASSEMBLY NOT TO SCALE II — III =III1 EQ / EQ u u u a o u u u u 0 )O OOC ,O OOO o D0o 00 1 n i1 n ( 1 CLcZ O C D -` C `� iii I FROM IRRIGATION WATER SERVICE DOUBLE GRADE LEVEL JUMBLE BOX SIZE TO PERMIT 12" MINIMUN CLEAR FROM WALLS TO TEST COCKS; BOLT LOCK LID DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES AND TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. )O OOC DO c oC 11 1IIII�IIII,IIII CHECK VALVE ASSEMBLY PVC MAINLINE PER PLAN PVC SCH 80 NIPPLE AND FEMALE ADAPTER PVC SCH 80 UNION - TYPICAL PVC SCH 80 NIPPLE - TYPICAL BLOCK AS NECESSARY WITH BRICKS AT BASE OF BOX GRAVEL SUMP -7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. NOT TO SCALE PVC SCH 80 SxT 90° ELBOW WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE J U CL co SPEAR WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX WITH COVER PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18 ") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE NV-280 SPECIAL NOTE: ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS. NOTE: SEE DEMOLITION PLAN (C3.0) FOR EXISTING ITEMS THAT ARE TO BE DEMOLISHED, RELOCATED, AND /OR REMOVED. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 302011 City of Tukwila BUILDING DIVISION crrYRWRm.n AUG 2 5 2011 PERMIT CENTER 0 N a -o 0 m 0 0 0 z CD J w 0 0 z co w 0 z z 0 0 CC CC w a. 0 0 a I- 40 w cc 0 co J NZ F- NTERURBAN AVENUE S co C) STATE OF WASHINGT•N .: %'� REGISTEl'. LANDSCAPP IITECT R M. SEIDEL C TIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/12 CALL BEFORE YOU DIG: 1- 800 - 424 -5555 O LL H oc 0 0 J 0 CC w 0 0 U w co N co 00 0 z 0 cc cw www.jacksonsfoodstores.com ui 0 0 0 0 N 0 Z 0 U Q z F a 0 0 L 0 0 0 O a Q u7 a� 0 0 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO. PROCEEDING WITH CONSTRUCTION. 18215 72ND AVENUE SOUTH X r(NI r) N N • N 00 CO N a (O 00 N N z z 0 w J 0 J H- Z w z 0 z w z > tt 0 O z o J 0 z14700— s.dwg, z14700— t.dwg, z14700— a.dwg, x631_base.dwg, x631ca.dwg z14700— Lb.dwg, 0 0 (/) File:P: \14000s \14700 \engineering \14700— L3 &4.dwg Date /Time:8/23/2011