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Permit D08-398 - COSTCO - OPTICAL ADDITION
COSTCO OPTICAL 441 COSTCO DR D08 -398 Parcel No.: 3623049107 Address: 441 COSTCO DR TUKW Suite No: Tenant: Name: COSTCO OPTICAL ADDITION Address: 441 COSTCO DR , TUKWILA WA Citylif Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: COSTCO WHOLESALE CORP Address: PROPERTY TAX DEPT 190 , 999 LAKE DR 98027 Phone: Contact Person: Name: MARTIN REIMERS Address: 7304 10 ST SE SUITE B102 , EVERETT WA 98205 Phone: 425 -377 -8786 Contractor: Name: FERGUSON CONSTRUCTION INC Address: PO BOX 80867 , SEATTLE WA 98108 Phone: 206 -767 -3810 Contractor License No: FERGUCI000LA doc: IBC -10/06 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 -398 Issue Date: 03/16/2009 Permit Expires On: 10/21/2009 Expiration Date: 06/01/2010 DESCRIPTION OF WORK: ADD 2989 SQ FT TO EXISTING OPTICAL MANUFACTURING FACILITY. REMOVE 16 PARKING SPACES. EXISTING SITE IS FULLY BUILT OUT. NEW ADDITION TO BE PLACED OVER EXISTING PARKING SPACES PUBLIC WORKS activities incude EROSION CONTROL, INSTALLATION OF DOMESTIC WATER REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) IN A FREEZE PROTECTION ENCLOSURE, UPGRADE OF THE EXISTING IRRIGATION WATER METER WITH A TRPL REGISTER. REV #1-NEW 6 "SEWER MAIN EXTENSION & SIDE SEWER INCLUDING NEW SEWER TAP OFF THE 8" SEWER MAIN IN COSTCO DRIVE. Value of Construction: $165,769.94 Fees Collected: $10,628.09 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 10 D08 -398 Printed: 04 -29 -2009 Public Works Activities: Char nelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied The granting of this pe construction or the p Signature: Print Name: doc: IBC -10/06 City ofkI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Y Y Y N Volumes: Cut 0 c.y. Start Time: End Time: Private: Y Profit: N Private: 6.t doer pres orm •. a- of work. Permit Number: Issue Date: Permit Expires On: Date: S Size (Inches): 0 End Time: Fill 0 c.y. Public: Non - Profit: N Public: 04{2°110 D08 -398 03/16/2009 10/21/2009 l „ Date: ed this • ermit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. :- to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development P ermit. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -398 Printed: 04 -29 -2009 Parcel No.: 3623049107 Address: 441 COSTCO DR TUKW Suite No: Tenant: Name: COSTCO OPTICAL ADDITION Address: 441 COSTCO DR , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: COSTCO WHOLESALE CORP Address: PROPERTY TAX DEPT 190 , 999 LAKE DR 98027 Phone: CityOf Tukwila • Contact Person: Name: MARTIN REIMERS Address: 7304 10 ST SE SUITE B102 , EVERETT WA 98205 Phone: 425- 377 -8786 Contractor: Name: FERGUSON CONSTRUCTION INC Address: PO BOX 80867 , SEATTLE WA 98108 Phone: 206 - 767 -3810 Contractor License No: FERGUCI000LA Value of Construction: $165,769.94 Fees Collected: $10,405.59 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: V -B Occupancy per IBC: 10 DESCRIPTION OF WORK: ADD 2989 SQ FT TO EXISTING OPTICAL MANUFACTURING FACILITY. REMOVE 16 PARKING SPACES. EXISTING SITE IS FULLY BUILT OUT. NEW ADDITION TO BE PLACED OVER EXISTING PARKING SPACES PUBLIC WORKS activities incude EROSION CONTROL, INSTALLATION OF DOMESTIC WATER REDUCED PRESSURE PRINCIPLE ASSEMBLY (RPPA) IN A FREEZE PROTECTION ENCLOSURE, UPGRADE OF THE EXISTING IRRIGATION WATER METER WITH A TRPL REGISTER. doc: IBC -10/06 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 - 398 Issue Date: 03/16/2009 Permit Expires On: 09/12/2009 Expiration Date: 06/01/2010 D08 -398 Printed: 03 -16 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: doc: IBC -10/06 City oOTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Y Private: Profit: N Private: Permit Number: D08 - 398 Issue Date: 03/16/2009 Permit Expires On: 09/12/2009 Public: Non - Profit: N Public: r oL , Date: 146 %- 0 9 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. Signature: - Date: e3/1670, Print Name: s � " ^ " et. 4, /14 °' s This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -398 Printed: 03 -16 -2009 Parcel No.: 3623049107 Address: Suite No: Tenant: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 441 COSTCO DR TUKW City of Tukwila COSTCO OPTICAL ADDITION 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -398 ISSUED 08/08/2008 03/16/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: 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. 12: Readily accessible access to roof mounted equipment is required. 13: 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. 14: 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. 15: All construction shall be done in conformance with the approved plans and the requirements of the International doc: Cond -10/06 D08 -398 Printed: 04 -29 -2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: All wood to remain in placed concrete shall be treated wood. 18: Masonry construction shall be special inspected. 19: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 20: 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. 21: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 22: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 23: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 24: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 25: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 26: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 27: ** *FIRE DEPARTMENT CONDITIONS * ** 28: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 29: 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) 30: 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) doc: Cond -10/06 D08 -398 • Printed: 04 -29 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us • 31: 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) 32: 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) 33: 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) 34: 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) 35: 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) 36: 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) 37: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 38: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 39: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 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) 40: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 41: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 42: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) doc: Cond -10/06 D08 -398 Printed: 04 -29 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 43: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 44: 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) 45: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 46: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 47: Local U.L. central station supervision is required. (City Ordinance #2051) 48: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 49: 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) 50: Art electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 51: 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. 52: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 53: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 54: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 55: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 58: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 59: Minimu 48 hours in advance of utility work outside the building the permitee shall call 206 433 -0179 to schedule a pre - construction meeting with Public Works 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. doc: Cond -10/06 D08 -398 Printed: 04 -29 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 60: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 61: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 62: Any material spilled onto any street shall be cleaned up immediately. 63: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 64: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 65: 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. 66: 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. 67: Reduced Pressure Principle Assembly shall be installed in a freeze protection enclosure (HotBox/HotRock or equal) anchored into a minimum 4" thick concrete pad. 68: Prior to final sign -off applicant shall perform required annual test for a permanent air gap for the existing processed water tank. This air gap is considered an in- premise isolation and the Costco Plan Manager has been notified about this air gap test requirement. 69: Sewer cleanouts shall be provided at 100 foot intervals along the sewer lines, at property lines, at the building, and at all vertical or horizontal bends of ninety degrees or greater, see City of Tukwila Detail SS -03 on plan sheet C4 of 4. 70: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 71: For sanitary sewer Public Works recommends Pavement Restoration per City of Tukwila Detail RS -03 and Trench Bedding and Backfill per City of Tukwila Detail WS -18 or as directed by the Geotech Engineer. doc: Cond -10/06 * *continued on next page ** D08 -398 Printed: 04 -29 -2009 • City of Tukwila The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the perform r►ce of4&k. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. Signature: Print Name: doc: Cond -10/06 D08 -398 Date: ordinances governing or local laws regulating Printed: 04 -29 -2009 Parcel No.: 3623049107 Address: Suite No: Tenant: 441 COSTCO DR TURIN 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us COSTCO OPTICAL ADDITION PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -398 ISSUED 08/08/2008 03/16/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 10: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 11: 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. 12: Readily accessible access to roof mounted equipment is required. 13: 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. 14: 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. 15: All construction shall be done in conformance with the approved plans and the requirements of the International D08 -398 Printed: 03 -16 -2009 Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: All wood to remain in placed concrete shall be treated wood. 18: Masonry construction shall be special inspected. 19: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 20: 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. 21: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 22: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 23: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 24: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 25: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 26: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 27: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 ® • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 28: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 29: 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) 30: 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) D08 -398 Printed: 03 -16 -2009 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 31: 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) 32: 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) 33: 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) 34: 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) 35: 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) 36: 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) 37: Exit hardware and marking shall meet the requirements of the International Fire Code. (IF'C Chapter 10) 38: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 39: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 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) 40: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 41: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) The path of egress shall require emergency lighting until exit discharge is accomplished. 42: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) doc: Cond -10 /06 D08 -398 Printed: 03 -16 -2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 43: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 44: 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) 45: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 46: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 47: Local U.L. central station supervision is required. (City Ordinance #2051) 48: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 49: 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) 50: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 51: 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. 52: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 53: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 54: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 55: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 56: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 57: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 58: ** *PUBLIC WORKS DEPARTMENT CONDFFIONS * ** 59: Minimu 48 hours in advance of utility work outside the building the permitee shall call 206 433 -0179 to schedule a pre - construction meeting with Public Works 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. doc: Cond -10/06 D08 -398 Printed: 03 -16 -2009 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 60: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 61: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. 62: Any material spilled onto any street shall be cleaned up immediately. 63: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 64: 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. 65: 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. 66: 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. 67: Reduced Pressure Principle Assembly shall be installed in a freeze protection enclosure (HotBox/HotRock or equal) anchored into a minimum 4" thick concrete pad. 68: Prior to final sign -off applicant shall perform required annual test for a permanent air gap for the existing processed water tank. This air gap is considered an in- premise isolation and the Costco Plan Manager has been notified about this air gap test requirement. doc: Cond -10/06 * * continued on next page ** D08 -398 Printed: 03 -16 -2009 Signature: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions 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 provision of any other work or local laws regulating construction or the performance of work. Print Name: • iel'' 6t- A. /h o /L2r S Date: O3 /1 4 7o I D08 -398 Printed: 03 -16 -2009 CITY OF TUKWILI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us g�eiiClllO: �77�c tJ Mecbanicul fcnxiitNo.. P1t�nibiug/Cuas ll erniit No. Public Works lPertmitNo.. P o ectNo. 0 :orio cerusetonly) 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 I;OCATION King Assessor's Tax No:: 3 (7230 } 910100 Site Address: 4 CnSTDg. Cb � k 1Jtlll.fli t tok 98 88 Suite Nu/Tiber: Ftloor: Tenant Name: COSTCO (j0 LeSALZ C©aPo2AllON New Tenant: 1I Yes 121..No (Property iOwnersName: CO SrCO Wilt LE S 1.L�- Co12P0 /2J4t t pN Mailiing.Address: 441 C OSTC O N2 1 K,I4. L.; City w 4 State 98'Is'8 Zip (CONTACT PERSON — m'. ho (do meicontact When your 1permitiis treacly ltoibeiissueil Name: Y114(ZTl ( V RE (fli -S Day Telephone: q2.,5. 3 7 7. a7 Sh Mafling Address: 7301{ 1 S T I,v14 q82:16 City State Zip E Mail Address: ryt re.; WIQ YS @CoriC, p trdi +•Q ki) re. Co ax Number.: 4 1'2.6 . 377. 8 Tr 3 (GENERAL, CONTRACTOR INFORMATION — ((Gontractor lidformation (for Meclu rilesil(( pg4) foriPlumliingland (Gas[Priping((pg*)) (Company Name: 17� G oTr014 , l . Mailing Address: 7-433 5 TIF Pr ! S (eb City State Zip (Contact Person: JA CA404 E -Mail Address C• C M/ .0014sfai/c41s*.. ("OWL (Contractor 9 egistrationN.uaiber.: f C /%l &l O 0 ,LPf Day Telephone: Ob. 26 • 32- EaxNumber: /442 • 7(,7 .1301Z [Expiration Elate: 6/i / c7 'ARCHITECT (OF RECORD —All I plans must ibewwet: stampedlby gutcliitecttdfRecord (Company Name: CON C.e. { T Racal. 1, CC RE 'Mailing Address: 7304 1 0114 ST se son T &102 pi./ 612s1T IA R 4¢3 205 City 'State Zip (Contact (Person: ' /I.1 /.e / m Day Telephone: 42S . 3 71. 43 7g 4 IE M a i n Address: V 9 1 M e S e COW C e p+A Vlt ktC' IY Nurtiber.: 1 12.S. 3 77 . goes ENGINEER (OF RECORD - zA7l [plans must !be wet !stamped Illy mngineertdfRecord (company Name: 6TC- ex/ C7 e 124i) 1 Mani/1g Address: 11 q 7, t Ave u E S uflE VD GI00 Dou VlUZ Wig gtcY7 z. Contact Person: ri R.1 L. r N N E-Mail Address: e rl C . 4 &nn @ b +I en • ne+ Q: \Applications\Porms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bb City State Zip (D Q ay Telephone: 425 . 8T y • t '/ '10 Fax Number: 42.5. 92,E . 2( W Page 1 of 6 i Existing , anterioratemodal i ,Additionito : Existing I :Structure I 1 'New 1 'Uypeto f I (Constructionlper . {IBC II�yp e IOccypancyiper • IIBC i1silFlnor 34, 8 � 2_ S 9 3t g F- 2 Floor 3` Floor Floors Ithru Basement Accessmry'Structure* Attadhed(Garage . (Detac'hedlGarage AttachedlCai port lDetarihed(Carport 'Covered Deck 'Uncovered Deck .• • BUILDING PERMIT ENFOR 1 ON -206- 4311• -36710 Valuation .of Project ,(contcactor'sibidprice):'$ , (Existing Building Waluation: / /09 Scope of Work (,please :provide, detailed information): bbD APPR.oXIYY I TEL_y 3,000 SP 115 € ciS11#J(7 OPTIC #11 rhfl-NUF Ac1u Ui 6 P 141,1 LL?SI . I2 -EMo' P1912-1c...110 SP*CES . bxks s(ry IS FULLS A- DAITVVN 'rb KLE CIA LEIN CV'E12 WtwES. Will there be new rack storage? ;L Yes • A .. No If yes, a separate permit and plan submittal will be required. IProvifie 171 BriitdingAreas in: Square Footage Below PLANNING DIVISION: Single IfamilyIbuilding footprint (area oflthe foundatiomof,all structures, plus any decks■over 1'8 indhes .and•overhangs:greaterithan 18,indhes) For an Accessory dwelling, provide the following: Lot Area.(sq ffb):4t r 'Floor area,of;principal dwelling: 1F loor.area.of aecessory.dwelling: *Provide. documentation:that shows :that ;the ;principal :owner lives in•one•oflthe idwellings•as Ihis'orher:primary residence. Number,ofParking Stalls (Provided: Standard: 'Compact: Handicap: Will there be a change in use? ❑ Yes El No Rff "yes ",.explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Oj Automatic Fire Alarm Will there be storage or use of flammable, combustible or hazardous materials in the building? ; • Yes i❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2' x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM U On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\ Applications'Fonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9-2006 bh None ❑ 'Other•(specify) Page 2 of 6 • • PERMIT APPLICATION NOTES.— — Applicatile rto:all permits iin lthis: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. 'Signature: Print Name: Mailing .Address: 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:grantoneextensionoTitime for ,an.additionall 'period inot :exceeding 1'801days. IT,he,extension Shall lbe .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 OW E' O NT: 0- Q:Wpplications\Forms- Applications On Linel3 -2006 - Permit Applicalion.doc Revised: 9 -2006 bh Day Irelephone: City Date: S AU6 ( OS State I Date Application Accepted: 8 g_ o Date Application Expires: Staff Initials: i Page 6 of 6 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 lsr 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for l 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for l s ' 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 YPE C PERMIT FEE ESTIMATE PLAN REVIE ND APPROVAL FEES DUE WITH APII.CATION PW may adjust estimated fees PROJECT NAME C SI UK1 Add. PERMIT # bos- :J l 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 Erosion prevention _ Water /Sewer /Surface Water 8 000 ( '2 r�ry wi Road/Parking/Access ) - 7 6 1 5 5 spry s (.t et A. Total Improvements 7- 66 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) $ (4) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. GRADING Plan Review and Permit Fees Approved 09.25.02 Last Revised 01.01.09 1 $250 (1) $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 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. Parcel No.: 3623049107 Address: 441 COSTCO DR TUKW Suite No: Applicant: COSTCO OPTICAL ADDITION Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method doc: Receiot -06 R09 -00660 JEM 1165 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us GERGUSON CONSTRUCTION Descriptio Payment Credit Crd MC - Authorization No. 084073 PW ADDL INSPECTION FEE PW ADDL PERMIT /INSP FEE 000/342.400 000/342.400 RECEIPT Amount ACCOUNT ITEM LIST: Description Account Code 222.50 Total: $222.50 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $222.50 D08 -398 ISSUED 08/08/2008 03/16/2009 Payment Date: 04/29/2009 03:27 PM Balance: $0.00 Current Pmts 60.00 162.50 Printed: 04 -29 -2009 Parcel No.: 3623049107 Permit Number: D08 -398 Address: 441 COSTCO DR TUKW Status: APPROVED Suite No: Applied Date: 08/08/2008 Applicant: COSTCO OPTICAL ADDITION Issue Date: Receipt No.: Initials: User ID: R09 -00411 WER 1655 Payee: COSTCO TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8206658 9,271.21 ACCOUNT ITEM LIST: Description BUILDING - NONRES FIRE IMPACT FEES PARK IMPACT FEES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 304.345.852 301.345.851 000/322.100 000/342.400 000/345.830 640.237.114 104.367.120 RECEIPT 1,745.20 378.46 780.76 250.00 650.00 650.00 4.50 4,812.29 Total: $9,271.21 Payment Amount: $9,271.21 Payment Date: 03/16/2009 10:42 AM Balance: $0.00 PAYMENT RECEIVED doc: Receiot -06 Printed: 03 -16 -2009 Payee: MULVANNEY ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 3623049107 Permit Number: D08 -398 Address: 441 COSTCO DR TUKW Status: PENDING Suite No: Applied Date: 08/08/2008 Applicant: COSTCO OPTICAL ADDITION Issue Date: Receipt No.: R08 -02883 Payment Amount: $1,134.38 Initials: WER Payment Date: 08/08/2008 03:45 PM User ID: 1655 Balance: $1,749.70 Payment Check 070961 1,134.38 Account Code Current Pmts 000/345.830 1,134.38 Total: $1,134.38 5922 08/11 9710 TOTAL 1134.38 doc: Receiot -06 Printed: 08 -08 -2008 Prod t: AT Type of I spectl n: Address: Date Called: f Specia Instructions: Date Wanted: gy p. -2I / p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: L Insp Date: Q ctor: � ri $60.00 REINSPECTION FEE REO IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: a COMMENTS: l T of Inspection: _ e r �/ eft 6/ Address: d1,4 ( ws 'o Dr . 9 (,-0/.1-id--T1.6` , _ ) X • I■A-w, e (.0 ( Requester: e ` '� G 5 ,t\ c e, S LAP. 1��� 1 I t —. , % 1< A Project: � S ` 1 (.-e) (.-e) l T of Inspection: _ e r �/ eft 6/ Address: d1,4 ( ws 'o Dr . Date Called: ( Special Instructions: Date Wanted: a.m. Requester: Phone No: , 2 S 5 — 3 oig INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION JO" " 3.- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPE . ON NO. ❑ Approved per applicable codes. Corrections required prior to approval. Date: .0+ - [ ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: • COMMENTS: Ti cTA9pr�i4 .� � ( �J r . I 13 of-31& tip s �o S'f'�U 0O8 4(0 /29 s<- P 7 : - ,A deO.'04y �� . Requester: /1 d��s f(� ' - r --- z) - / _As 4 Acie [ •„. o f #- c. `, ' r f 6 ,4 f e t! Al T , l 59 • bi , skOr -e 1 6t ` " I o d / S . Pr e ct: '` o o a A L Type of Inspection: Evvf 2. ,ucci tip s �o S'f'�U Date Called: Special Instructions: Date Wanted: �� . Requester: PheneON� -ea.-55- 2A Oo(C INSPECTION RECORD Retain a copy with petit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. Inspe: Dated 3 ` 7 $60.00 R I NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid att 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt go.: r Date: COMMENTS: Type of Inspection: Fi14101iA1 � iN 11 3 ek I' , Jk- x o A- . Special Instructions: ,7 Date Wanted: "7-'2 -as a.m. Requester: Phone No: e-A D 6 -- .25'5 J\ v I '/E ,- � i `_ J /c t) ,�•.) Jr G - i lJ -Ce f -1 J, A4 - ilL-4 k. P o f AP . Project: (70s 7e O,O ( 1 ( Type of Inspection: Fi14101iA1 N. Address: - s'V/ 7 e2.s'7KTO ..1),E7 , Date Called: Special Instructions: ,7 Date Wanted: "7-'2 -as a.m. Requester: Phone No: e-A D 6 -- .25'5 • 4+S INSPECTION RECORD Retain a copy with permit — ° INSPECTION NO. PERMIT NO. p/ CITY OF TUKWILA BUILDING DIVISION E 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 \5/ Approved per applicable codes. El Corrections required prior to approval. S OA- Date: 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: bus /n a c P,'7 4 L Type of Inspection: A?o4 _ - A0. 4 /4/;1/4 Address: Date Called: Special Instructions: / / Date Wanted: 6 — /S — d S Requester: Phone No: ...a. 0 - ?6'5 -3 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14-11- F . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: (Date: ( llJ r Jf��I l .. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 0 rD0f A4 -r, i) -I .-- A ep ) A G1ect4I ( 61,-)1.1,4-1 1 f c P.. , Tu 0,, 7cf-O;(- J l (4f r Ad /u, ei ii 5.-3c Date Called: / � T 's 1 nC.(....7 1 i, 70 J (� / l.� ) J ir/ `✓�� 7 , I A T t °'t {J6i /4.7( A —31`1( L'� S 1 1 / l ell .. 7 ; f. 1 '. r.r Jib 1-, it Al . , P f'r i f 4/c A .3 4 J (A)LlC e iikt Requester: ¶7`` `"t' � I t ,;) / ( ( B , "- f f- Project: , Q Type of Inspection: - ef it. )--k- , A v A dress: Date Called: / Spec 1 nstructions: Date Wanted: " (0 ------ 0/ p.m. Requester: Phon2 No: j — 3 o 47 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. Inspect r: 4/ / Sate:- s' I n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit .pvs -3U PERMIT NO. 'Receipt No.: 'Date: Project: 0057ra 0 /7 4 iJ•r, Type of Inspection: ,sA° -A 'r' Address: y' // (d. me OE Date Called: Special Instructions: Date Wanted: 6, - / y- U y p.m. Requester: Phone No: El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ,17u( Dater _ 4 9 42 2 .00 REINSPECTION FE REQUIR . Prior to inspection, fee must be d at 6300 Southcenter B vd., Suit 100. Call to schedule reinspection. Inspect o : Rec ; pt No.: IDate: 3 COMMENTS: 04./.,7,‘",4_ ( P!d va 1 r ! Date Called: Specia Instructions: 03 3 ` 1r3 -6c 1 P A S e A � -.--P , As� -e- .. n ro -f ' r Phone No 20 (e- 25S -3o4'1 Project: l..0S(rq) 0p�'1` --(I Type of Inspection: f �- �tiec -I Al . g)1/ . Address: I eJ Sl O ,)K Date Called: Specia Instructions: 03 3 ` 1r3 -6c 1 Date Wanted: z — q E a Requester: r °(fr 0 JO A Phone No 20 (e- 25S -3o4'1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2'06)431 -3670 n Approved per applicable codes. Inspect 1 Date: — 2 L – 0 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: El Corrections required prior to approval. 602-3W Project: itec77o 60/7 1 Type of Inspection: S , /J( /79 /AA, Address: •ej/`7/ t'dST( 0 0 Date Called: -0 Special Instructions: Date Wanted: . :m. Requester: - Phone No: . --25.5 ; .ey INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. D Approved per applicable codes. Corrections required prior to approval., COMMENTS: //u71- e Q '.6O 8' REINSPECTION FEE REQUII�ZED. rior to inspection, fee must be • d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 3 C. -i ci.P1 Type of • spec C •• Address: 441 c j s r(,<► 42 Date Called: I __ �-, A ( P c V _ ;-{-_ L. } A s Ay,/ :L.),/-e-el Requester: Phone No: 7 6 ( 0 — 7 5 S - - 3 0 4 7 • l A Project P r Type of • spec C •• Address: 441 c j s r(,<► 42 Date Called: Special Instructions: Date Wanted: �� a.my Wt. Requester: Phone No: 7 6 ( 0 — 7 5 S - - 3 0 4 7 INSPECTION NO. P R MIT NO. CITY OF TUKWILA BUILDING DIVISION ,.0 ' 3 ��; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 D Ap - per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Inspecto Date: .. ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: 1 S n P c 4 - 6..3 A C terg Address: 4 ( 61..)S Di Date Called: Special Instructions: a r: 'v C c U Phone No: ma j / J fr 6 � ' icr,rr Jr u c.. ' S' Project: () 11-643 )J)11-643 f: (U 4J.± a Type of Inspection: 1 S n P c 4 - 6..3 A C terg Address: 4 ( 61..)S Di Date Called: Special Instructions: Date Wanted: 4 - 7.0 0 p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit 31g PERMIT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. InspectoC Date 2-O $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: g 2 14 ,/ f1w r.1 / — k/ /ei / 0 G le? -S 2"t#14 / AJ5 /•1r) i.r p1 — 7 4 d h e !S n/ s. 7 firms r /z' 5- ,cr " / e -o hJe•? % . 6,2_ l ' (/ /1v.f j -e%r.1 /6Th. c . t) Z/ rc/v4 ) S / -"1q , .,,.4-4 0 d vd 4#9t/.-0' /y1 ,-3$ A 6 CIS % o 7 / �*,- 6 J ,J)t e/. � s� — ,04 S ( // ,1/ (' l o 4 3 / rye s -tP Win 'rr'.e-L,...- •' 1Y -7/ca "Ad- r/ • /() -, . r. \, Project: (7 i O iea4 / Type of Inspection: A ', A/ Address: y5/ l "ag /Rd v2. Date Called: Special Instructions: 1 Date Wanted: �/ / 7'(1 5 , a C W -- Requester: Phone No: 4A oC - 2s" - 3‘ Y7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION bk 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval: Datg: 0 REINSPECTION FEE R UIRED. Prior to inspection, fe ust be d at 6300 Southcenter Blvd., Suite 100. Call to schedule re nspection. Receipt No.; 'Date: V�- COMMENTS: - rc91 (ejbr4' rcc eo(_ C ►•76,. (ea � Ci4 Ao rti r - F( Date Called: g t 7 oct - F �nw(ta , ( VW— cinatl Requester: ■ ‘.. pti — FfnoLtei - 4a W - V Quc , 11;1.(e i - 1 p i, „ \k r eo& , Peiok (e ot �A P ojec : A � � Type of Inspection: N) f'" VA F / " � Ci4 Ao rti r Address: eas Date Called: g t 7 oct Special Instructions: Date Wanted: g 1 I S d .m Requester: ■ ‘.. pti Phone No: ,� s C — . , C –. 3 1 f7 (ON' (5 RO s INSPECTION RECORD Retain a copy with permit 1)40g-51g PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Corrections required prior to approval. Date: Q / 15 / Ciki6 Irtspector: 1;25 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Q-PPA , JA ed f [t e r c r4 ��-1a�l0-ra1�5 - Ui# r i"'iri y 'o r 4Ps+ ie1'r-- . Address: � I Cps - f c o `t 1 rrT ATrvri niP4-e replaced 4 - T hPL red i sfe r vole. -1•er. 01 d v 1�+- -et real dA1 = OSGA4f i Special Instructions: Date Wanted: 7 130 1 c,�ir m. Requester: Tim Project: (oS4 o orfrca- Type of Inspection P lc Address: � I Cps - f c o `t o- Date Called: i - doq 7 ! I Special Instructions: Date Wanted: 7 130 1 c,�ir m. Requester: Tim Phone No: • 1.4 . INSPECTION RECORD Retain a copy with permit D at-3ei g PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 11 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: Date: 1 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: IDate: COMMENTS: Type of Inspection: SS S 1 .. Ori' •f C0 (IS fruG470( oc- (' PvC, dole sewer S yS- er?-1. 3 c lean - owk - tofu -k • 1.0v..4 4CS,-1 A - C o r (S ivI i X) 1 '! Alt dr-p - O 4-o k I - 1 rG t'1G 1 G.); ( I Ue 1luc.{ it/ ;41 Ilpe. 7 , - _ P evl cct4 01(4 Le Our I o.da a r 17 , Requester: Lgrry Phone No: yes — l &C - 7614 Project: Gos4c, 0 p + I Ca Type of Inspection: SS S Address: 44-1 cos +co - br Date Called: 5 I -2 o Iaw Special Instructions: Date Wanted: 51 lof �,..;� p.m. Requester: Lgrry Phone No: yes — l &C - 7614 SSS INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 jP bS -3'I s PERMIT NO. (206)431 -3670 0 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 5120101 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Inspection: C ( 911 Ose 6" j1L 5iI - .,Cf y iii..•.. e`o ry pv J [ C1 Ivk c, r uu..c t�� f tl. e t.,. t ! ►f T c Y [� K � t h - (-- uv t Di s( l Requesa�A: wiz-E V Q (--- 1 k i i . , . . ‘ (s)t. x 1 I: er (le Q M" lAkc c GI' e— S SC 1 Shun . Projef��O OP T1 C Type of Inspection: Address: Date Called: 4- l3 °C ) Special Instructio N t V`�'� v_ j L LA j. Date Wanted: ''j• J � p.m. Requesa�A: Phon V v to v o r INSPECTION RECORD Retain a copy with permit bkY3-- PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 �� El Approved per applicable codes. Corrections required prior to approval. Inspector: (A) Date: 5 /q07 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: 6 /i C )jk b 1 �,g. 44 6 t IVL Q 5 Co C 0 A�I.M t - C v . � -Apt, �V� Pi-4R okAia, ,04. 1, c 1,4C) \MAC. 6:41S,4\i"- kt c l Litg ii-“,± 4 u P9 ADif- Special Instructions: Date Wanted: L i- 3(1 � a.m. p.m. Requester r �G� rJ' Projvt: „` ' ` / (� 1 „ (/ Type of Inspection: s 55 Addrre s Date Called: C( ly Special Instructions: Date Wanted: L i- 3(1 � a.m. p.m. Requester r �G� rJ' Phone No: I El Approved per applicable.codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Gv Date: Z9 / A, n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: nn (DStCO OPI t Type of Inspection: ASS - Dort 1o1. it a1 Address: Y'// (' Sttn' r Date Called: �4 05"/Ploy Special Instructions: l �, � ■ /y% 1 .. Date Wanted: a.rri' (0 ///9/09 p.m. Requester: AOirk - umr4! Phon o: Yia5) 766— 7095 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA - (206)431.3670 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: S�I� /nR /te lo»4 - 1 _( I fl Inspector: Date: II #9 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: littedrisr..,eir. • z+.a rtsokta7 n . a.g .�a _rEf h Project: �-� , ( OS*4 t�Y � i(Gd 4J h, Type of l ction: e - r� Address: 7 �.S/Co �r Date Called: v / od - / 6`l �^^� Special Instructions: a / / /si !"7) 1 - Date Wanted: � 3 a. m U /G/U 7 p.m. V4-3/ Requester J e4 Phone No: .?,04 SS - ' V7 •. Approved per applicable codes. - Po 8-39g 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 El Corrections required prior to approval. COMMENTS: Wk.+ iui4 - -1-6e (on-f c. br - i +e_. LaxPe.c_. +eri +0 �-{ r ; , oni 4 i rrr-e it ex. --- Inspector: I Date: 4 [310 9 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: a .S4 • C Type of Inspection: Fib- /w eC.L, Fih4( 6)A Fr1c4 _ .5 Address: Li 91 Los . .', m Suite #: Contact Person: Mare ZQ vi e P, s o 1, Special Instructions: Phone No. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: COMMENTS: ''" l j c M, pi ,..• 1 i + c L C�i, �'�' sp.:1 h Ic ie r 1 t0 4 a , 43 l VG I V `t.. • 4-e c 4-evi c Mec,kG►„cc,.( Fib,e.,t Ok. D02-40,0 Pm". ring r Ok_ • 0 a.'S.iY F)re flh41 n INSPECTION NUMBER PERMIT NUMBERS D9- .S —iI- CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 INSPECTION RECORD Retain a copy with permit ri Approved per applicable codes. Inspector: 51 Date: i • Hrs.: 3. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Departpient. Call to schedule a reinspection. Word /Inspection Record Form.Doc • k. 1/13/06 n Corrections required prior to approval. T.F.D. Form F.P. 113 a Project: C % c f „A ), + t .. T o Inspection: Address: �` .. Su ite #: = - Cont et Person: Special Instructions: Oc cu ancy T ype: Phone No.: Needs Shift Inspection: , Sprinklers: Are Alarm: Hood & Duct: Monitor' Pre - Fire: Permits: Oc cu ancy T ype: MMENTS: COMMENTS: Sprinklers: . N Hood & Duct: Monitor: C-(.,�Ai le , Q,to - OK c - --- 4J7 y c / ?ha a 233 .pt. e ,c, - OR Phone No.: 2s3 - 3)O— 293 .5 C NO Ca 140 c. 73»7_ Pg i . . zic l 'AixT /DA! 'ii - • ,. , - . A , PEPV.I I t'tD - - - /7' moo - -- ° — Cv �?2' . 5 e 2 -0.- ..¢).5rm ie� - f� -., k Q 1'100 C. y 210 � tneu� � - - Project: As1 Opp CA L- Sprinklers: Type of Inspection: Hood & Duct: Monitor: Address: yy / Co srco Suite #: d Contact Person: �,e, il - het ST. 4J7 Special Instructions: Phone No.: 2s3 - 3)O— 293 . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: . Pre -Fire: Permits: Occupancy Type: 444 Andover Park East, Tukwila, Wa. 98188. -_ 206- 575 -4407 INSPECTION NUMBER • Approved per applicable codes. I NSPECTION RECORD -- Retain a copy permit -- with p CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS n Corrections required prior to approval. Inspector: IAA fra_ Word /Inspection Record Form.Doc Date: I. 2 .Oc/ H rs.: 2- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T .F.D. Form F.P. 113 INITIAL TEST PASSED r FAILED F DCVA / RPBA DCVA /RPBA RPBA PVBA/SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT PSID #1 CHEC PSID AIR GAP OK? AIR INLET OPENED AT PSID DID NOT OPEN I LEAKED r 1.4 PSID LEAKED 0 PSID NEW PARTS AND REPAIRS CLEAN REPLACE PART r- r- r r I r r I CLEAN REPLACE PART F F CK#2 E r I I- r r CLEAN REPLACE PART I r- E f r I- I r- CHECK VALVE HELD AT PSID LEAKED P CLEANED P REPAIRED (- TEST AFTER REPAIRS PASSED F FAILED r LEAKED I- 1.5 PSID LEAKED 1- 1 . 8 PSID OPENED AT PSID #1 CHECK PSID AIR INLET PSID CHK VALVE PSID Grant Utilities Inc. 001 39g BACKFLOW TESTING & REPAIR (425) 449 -2072 — travis @etgrant.com ACCOUNT# HD SUPPLY WATERWORKS WOODINVILLE NAME OF PREMISE: COSTCO TUKWILLA SERVICE ADDRESS: 441 COSTCO DR. CITY: TUKWILLA CONTACT PERSON: TIM DIVARTY PHONE: 45 -766 -2491 FAX: LOCATION OF ASSEMBLY: NW CORNER BY 2' RPBA DOWNSTREAM PROCESS: IRRIGATION DCVA F RPBA r PVBA r OTHER NEW INSTALL I EXISTING F REPLACEMENT I OLD SER. # MAKE OF ASSEMBLY: FEBCO MODEL: 805Y CONFINED SPACE? NO Commercial F Residential ZIP r PROPER INSTALLATION? YES F NO F SERIAL # A02263 SIZE: 1 -5" AIR GAP INSPECTION: Required minimum air gap separation provided? Yes r No I Detector Meter Reading CK #2 FAILED AFTER INSPECTION FOUND BAD CK SEAT RUBBER. REPLACED SEAT RUBBER AND RETESTED WITH A 1.8 REMARKS: PSID PRESSURE 160 PSI TESTERS SIGNATURE: TESTERS NAME PRINTED: Travis Grant REPAIRED BY: Grant Utilities Inc. #GRANTUI917K1 DATE: 07/09/2009 FINAL TEST BY: Travis Grant CERT. NO: 85263 DATE: 07/09/2009 CALIBRATION DATE 04 /19/09 GAUGE # 117169 MODEL: Waft TK- 99ESERVICE RESTORED? YES F NO I CERT. NO. 85263 DATE: 07/09/2009 TESTERS PHONE # (425) 449 -2072 INITIAL TEST DCVA / RPBA DCVA / RPBA RPBA PVBAISVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT _2.8 PSID #1 CHECK _ 2.3 PSID AIR INLET OPENED AT PSID LEAKED • LEAKED r PASSED ►5 2.3 PSID _HELD TIGHT PSID FAILED • AIR GAP OK? YES DID NOT OPEN • NEW PARTS AND REPAIRS CLEAN REPLACE PART • • CLEAN REPLACE PART CLEAN REPLACE PART • • CHECK VALVE HELD AT PSID • • ■ • LEAKED • • • • • • • • • • • • • CLEANED • • • • • REPAIRED • TEST AFTER REPAIRS LEAKED • PSID LEAKED • PSID OPENED AT PSID AIR INLET PSID #1 CHECK PSID CHK VALVE PSID PASSED • FAILED • TESTERS SIGNATUR Grant Utilities Inc. MAKE OF ASSEMBLY: WILKINS MODEL: _XLTCU Pocg BACKFLOW TESTING & REPAIR (425) 449 -2072 — travis @ctgrant.com .4CCOUNT# NAME OF PREMISE: _COSTCO TUKWILLA Commercial ® Residential ❑ SERVICE ADDRESS: _441 COSTCO DR. CITY: TUKWILLA ZIP CONTACT PERSON: _TIM DIVARTY PHONE: ( 425) 766 -2491 FAX: ( ) LOCATION OF ASSEMBLY: _NW CORNER OF ADDRESS DOWNSTREAM PROCESS: _SERVICE LINE DCVA ❑ RPBA ® PVBA ❑ OTHER NEW INSTALL® = EXISTING ❑ REPLACEMENT DOLD SER. # PROPER INSTALLATION? YES ® NO ❑ SERIAL # 3131124 SIZE: 2" AIR GAP INSPECTION: Required minimum air gap separation provided? Yes No ❑ Detector Meter Reading REMARKS: ASSSEMBLY TEST COCKS PLUGGED. PRESSURE 160 PSI CONFINED SPACE? NO CERT. NO. 85263 DATE: 7 -8 -2009 TESTERS NAME PRINTED: Travis Grant TESTERS PHONE # (425) 449 -2072 REPAIRED BY: Grant Utilities Inc. #GRANTUl917K1 DATE: FINAL TEST BY: Travis Grant CERT. NO: 85263 DATE: CALIBRATION DATE 04r19i09 GAUGE # 117169 MODEL: Watts TK 99E SERVICE RESTORED? YES ❑ NO ❑ TO: Dave Larson / per Carol JOB NO.: COMPANY: City of Tukwila Bldg Dept. Roof Truss shop drawings FAX NO.: Bldg Permit # D08 398 ' PAGES: 23 (including this page) DATE: 6 -10 -09 JOB NO.: 083365 Costco Optical RE: Roof Truss shop drawings Bldg Permit # D08 398 TRANSMITTAL If enclosures are not as noted, kindly notes us at once. FROM: Jeff Lindbom We are sending the following Seattle Phone: (206) 767 -3810 Seattle Fax: (206) 767 -7342 DATE 6 -10 -09 6 -10 -09 NO. DESCRIPTION Roof Trusses Structural Calcs. Roof Truss Drawings. These are transmitted as checked below: Remarks: ❑ For your approval For your use ❑As requested ❑For review and comment ❑ Attached ❑ Under separate cover via ❑No exceptions taken ['Make corrections as noted Revise and resubmit ❑For bids due Thanks You Jeff Lindbom Ferguson Construction 206 - 255 -3047 cell. RECEIVED D 'JUN 10 200E11! COMMUNITY I M FE C O N S T R U C T I O N 4 � ev DEVELOPMENT T Jobsite Phone: (206) 255 -3047 Jobsite Fax: ( ) ['Resubmit ❑ Submit ❑ Return ❑As indicated below for approval copies for distribution corrected prints Carol the Building Inspector has requested a copy of the Roof Truss Shop drawings for Costco Optical, Permit # D08 398. Notice: The information contained in this facsimile message may be privileged and confidential information intended only for the use of the individual or entity named above. If you have received this communication in error, please note us immediately by telephone (collect, if necessary) and return the original message to us at the below address via the US Mail Thank you! Seattle Office: 7433 5 Avenue South • P.O. Box 80867 • Seattle, WA 98108 -0867 www. fergusonconstruction. com Drawing Section By Date Revision Type Sheets Architectural Mulvanny G2 Architecture - Belevue 3/7/2008 2 Full set Structural BTL Engineering 1/25/2008 Full set Mechanical T.E., Inc 10/24/2008 Full set Costco Optical Facility Tukwila WA Reference Documents: If you have questions, please contact: Technical Representative: Nolan Franks (253) 857 -7600 Design Center Contact: Art Diaz (949) 885 -5948 TRUS JOIST® commercial 08- 033456 Product Package 5/11/2009 Calculations pp. 1 -19, Material List pp. 1 -2, Drawings pp. 1 -3 Our responsibility is limited to the design of iLevel products in accordance with the above referenced documents based on design loads specified by the engineer of record. IMPORTANT (Please Read) • Installation of the materials is the sole responsibility of the installer. • Refer to Installation Information sheets for more detailed instruction. • All materials shall be furnished by others unless specifically noted "by TJ" herein. • Truss bearings, bracing, bridging, pre- notched plates, etc., must be properly installed as installation proceeds. • USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. APPROVED FOR CONSTRUCTION (Based on the previously submitted Approval Package as signed by the Purchaser) iLevel Trus Joist Commercial 101 Pacifica Ste 300 • Irvine CA 92618 • Mail: 101 Pacifica Ste 300 • Irvine CA 9261 Ph: (949) 885 -5900 • Fx: (949) 885 -5959 D I,C15[1\\UP MAY 1 410n FERGUSON CONSTRUCTION SEATTLE. WA 98108 Tiviwg r Bus TJ- OpenWeb' v4.42.1 5/11/2009 11:48:06 AM PAGE 1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED }} 2.00" All dimensions are horizontal. LOAD GROUP #1 @ 24.000" 0.C.-Uplift TYPE CLASS LIVE DEAD Uniform(psf) W(1.33) -7.1 .1 TYPE Point(lbs) SUPPORTS: REACTIONS: CLASS LIVE S(1.15) 57.5 LEFT SUPPORT Material: Bearing Clip: Reinforcement: Total Load (lbs) Live Load (Ibs) DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) DEAD 36 Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof (Angle: 0 °) Plate(s) U -Clips Double chord extension LEFT MAXIMUM 366 S (1.15) 218 Span: 0.004" (L/999) Span: 0.002" (U999) Reference Span = 5' 11.250" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile A Top Chord Slope = 3.0/12 LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOCATION (1) - 8.000" to 6' 2.250" LOAD GROUP #2 @ 24.000" 0.C.-Partial load of adjacent truss (10 %) LOCATION (1) 3' 11.250" (1) Location is specified from left reference point unless noted otherwise. LEFT MINIMUM - 57W(1.33) -58 OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Type: Al Qty: 4 Project Number: 08033456 APPL APPLIED TO Replaces TC APPL APPLIED TO Adds to TC, on chord(s) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Bearing Clip: 6" No-Notch Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 26% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. RIGHT MAXIMUM 282S(1.15) 182 RIGHT MINIMUM -39 W (1.33) -40 Product diagram is conceptual. COMMENT 7 PSF Net Uplift COMMENT Pt load adj truss Center Span Camber: 0.002", Recommended ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 94.6 plf Copyright O 2007 by iLevel TJLX'"" and TJ- OpenWebTM are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business. Boise, Idaho, USA. 0.50't 2i ` d! wnvc � y �t,��r Busi�,e� TJ- OpenWeb' v4.42.1 5/11/2009 11:48:47 AM PAGE 1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 4 2.00" All dimensions are horizontal. LOAD GROUP #1 @ 24.000" 0.C.-Uplift TYPE CLASS LIVE DEAD Uniform(psf) W(1.33) -7.1 .1 REACTIONS: DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 0.009" (U9035) Deflection (Live Load) Span: 0.006" (U14644) Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Reference Span = 7' 11.250" Type: A2 Qty: 4 Project Number: 08033456 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile / Top Chord Slope = 3.0/12 LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOCATION (1) - 8.000" to 8' 2.250" LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 437 S (1.15) -71 W (1.33) 374 S (1.15) -53 W (1.33) Live Load (Ibs) 264 -72 236 -54 OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Copyright © 2007 by iLevel TJLXm and TJ- OpenWebTM are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel ®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. APPL APPLIED TO COMMENT Replaces TC 7 PSF Net Uplift LOAD GROUP #2 @ 24.000" O.C. - Partial load of adjacent truss (10 %) TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 57.5 36 5' 11.250" Adds to TC, on chord(s) Pt load adj truss (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0 ° ) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Material: Plate(s) Bearing Clip: U -Clips Bearing Clip: 6" No -Notch Reinforcement: Double chord extension Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 27% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. Center Span Camber: 0.004 ", Matched to Al ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 91.6 plf 0.50' } Product diagram is conceptual. -AW-ye`hattuer Business TJ -OpenWeb v4.42.1 5/11/2009 11:49:08 AM PAGE 1 TYPE Point(Ibs) SUPPORTS: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED }} 2.00" All dimensions are horizontal. LOAD GROUP #1 @ 24.000" 0.C.-Uplift CLASS LIVE S(1.15) 57.5 LEFT SUPPORT Material: Bearing Clip: Reinforcement: DEAD 36 (Angle: 0 °) Plate(s) U -Clips Double chord extension REACTIONS: LEFT MAXIMUM Total Load (Ibs) 512 S (1.15) Live Load (Ibs) 312 DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) Span: 0.022" (L/4962) Span: 0.013" (L/8042) Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Reference Span = 9' 11.250" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile A Top Chord Slope = 3.0/12 LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -7.1 .1 - 8.000" to 10' 2.250" LOAD GROUP #2 @ 24.000" 0.C.-Partial load of adjacent truss (10 %) LOCATION (1) 7' 11.250" (1) Location is specified from left reference point unless noted otherwise. LEFT MINIMUM -85 W (1.33) -86 Type: A3 Qty: 4 Project Number: 08033456 APPL Adds to APPL APPLIED TO COMMENT Replaces TC 7 PSF Net Uplift RIGHT SUPPORT Material: Bearing Clip: Reinforcement: DESIGN CONTROLS: Truss Member's Critical Design Component Value: 35.5% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. OPERATOR INFORMATION Arthur Diaz 949 885 -5948 RIGHT MAXIMUM 461 S (1.15) 288 APPLIED TO COMMENT TC, on chord(s) Pt load adj truss (Angle: 0 °) Plate(s) 6" No -Notch Chord(s) only Center Span Camber: 0.006 ", Matched to Al ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 89.6 plf Copyright © 2007 by iLevel TJLXTM and TJ- OpenWeb°° are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA RIGHT MINIMUM -67 W (1.33) -68 0.50 "} Product diagram is conceptual. m� wwweist,.. TJ- OpenWeb' v4.42.1 5/11/2009 11:50:11 AM PAGE 1 All dimensions are horizontal. LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" 0.C.-Uplift TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -7.1 .1 TYPE Point(Ibs) SUPPORTS: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED }} 2.00" CLASS LIVE S(1.15) 57.5 LEFT SUPPORT Material: Bearing Clip: Reinforcement: DEAD 36 (Angle: 0 °) Plate(s) U -Clips Double chord extension REACTIONS: LEFT MAXIMUM Total Load (Ibs) 589 S (1.15) Live Load (Ibs) 360 DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) Span: 0.043" (U3067) Span: 0.026" (L/4969) Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Reference Span = 11' 11.250" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile / Top Chord Slope = 3.0/12 - 8.000" to 12' 2.250" LOAD GROUP #2 @ 24.000" O.C. - Partial load of adjacent truss (10 %) (1) Location is specified from left reference point unless noted otherwise. LOCATION (1) APPL 9' 11.250" Adds to RIGHT SUPPORT Material: Bearing Clip: Reinforcement: DESIGN CONTROLS: Truss Member's Critical Design Component Value: 45.7% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. LEFT MINIMUM - 100W(1.33) -100 OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Type: A4 Qty: 4 Project Number: 08033456 APPL APPLIED TO Replaces TC RIGHT MAXIMUM 546S(1.15) 340 (Angle: 0 °) Plate(s) 6" No -Notch Chord(s) only Copyright © 2007 by iLevel TJLXTM and TJ -OpenWeb"" are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel ®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. RIGHT MINIMUM -81 W (1.33) -82 Product diagram is conceptual. COMMENT 7 PSF Net Uplift APPLIED TO COMMENT TC, on chord(s) Pt load adj truss Center Span Camber: 0.116 ", Matched to Al 1 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 88.3 plf 0.50'1 9 42 iWIN,N4'7 rkummtr auiriess TJ -0penWeb v4.42.1 5/11/2009 11:50:26 AM PAGE 1 All dimensions are horizontal. LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C. - Uplift TYPE CLASS LIVE DEAD Uniform(psf) W(1.33) -7.1 .1 LOAD GROUP #2 @ 24.000" O.C. - Partial load of adjacent truss (10 %) TYPE CLASS LIVE DEAD Point(Ibs) S(1.15) 57.5 36 (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: �} 2.00" LEFT SUPPORT Material: Bearing Clip: Reinforcement: REACTIONS: LEFT MAXIMUM Total Load (Ibs) 668 S (1.15) Live Load (Ibs) 409 DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) Span: 0.078" (U1983) Span: 0.048" (U3213) Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof (Angle: 0 °) Plate(s) U -Clips Double chord extension Reference Span = 13' 11.250" Type: A5 Qty: 4 Project Number: 08033456 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile A Top Chord Slope = 3.0/12 LOCATION (1) APPL APPLIED TO COMMENT - 8.000" to 14' 2.250" Replaces TC 7 PSF Net Uplift LOCATION (1) 11' 11.250" DESIGN CONTROLS: Truss Member's Critical Design Component Value: 51.5% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. LEFT MINIMUM -114 W (1.33) -115 OPERATOR INFORMATION Arthur Diaz 949 885 -5948 APPL APPLIED TO COMMENT Adds to TC, on chord(s) Pt load adj truss RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Bearing Clip: 6" No -Notch Reinforcement: Chord(s) only RIGHT MAXIMUM 629S(1.15) 391 Center Span Camber: 0.162 ", Matched to Al 1 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 87.3 plf Copyright © 2007 by iLevel TJLXTM and TJ- OpenWebTM are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel ®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. 0.50' RIGHT MINIMUM -96 W (1.33) -96 Product diagram is conceptual. S 4:i AIXEyexiueuser Business TJ- OpenWeb v4.42.1 5/11/2009 11:50:46 AM PAGE 1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED }} 2.00" All dimensions are horizontal. LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C. - Uplift TYPE CLASS LIVE Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Reference Span = 15' 11.250" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile /1 Top Chord Slope = 3.0/12 TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -7.1 .1 - 8.000" to 16' 2.250" LOAD GROUP #2 @ 24.000" O.C. - Partial load of adjacent truss (10 %) DEAD LOCATION (1) Point(lbs) S(1.15) 57.5 36 13' 11.250" (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT Material: Bearing Clip: Reinforcement: (Angle: 0 °) Plate(s) U -Clips Double chord extension Type: A6 Qty: 4 Project Number: 08033456 RIGHT SUPPORT Material: Bearing Clip: Reinforcement: DESIGN CONTROLS: Truss Member's Critical Design Component Value: 57.2% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. REACTIONS: Total Load (lbs) Live Load (lbs) DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) LEFT MAXIMUM 747 S (1.15) 458 Span: 0.134" (U1338) Span: 0.083" (L12168) LEFT MINIMUM -128 W (1.33) -129 OPERATOR INFORMATION Arthur Diaz 949 885 -5948 APPL APPLIED TO COMMENT Replaces TC 7 PSF Net Uplift APPL APPLIED TO COMMENT Adds to TC, on chord(s) Pt load adj truss RIGHT MAXIMUM 712 S (1.15) 442 (Angle: 0 °) Plate(s) 6" No -Notch Chord(s) only RIGHT MINIMUM -110 W(1.33) -111 Product diagram is conceptual. Center Span Camber: 0.216 ", Matched to All ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 86.5 plf Copyright © 2007 by iLevel TJLX°° and TJ- OpenWebT" are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA iLevel ®, TJ ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. co 0.50'+ *4°,4f1417: Eyerfueuser Business TJ- OpenWeb"" v4.42.1 5/11/2009 11:53:13 AM PAGE 1 TYPE Point(Ibs) SUPPORTS: }{ 2.00" All dimensions are horizontal. Uniform(psf) W(1.33) -7.1 .1 REACTIONS: CLASS LIVE S(1.15) 57.5 LEFT SUPPORT Material: Bearing Clip: Reinforcement: Total Load (Ibs) Live Load (lbs) DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) DEAD 36 Span: 0.214" (U952) Span: 0.132" (L/1543) Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Type: A7 Qty: 4 Project Number: 08033456 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 17' 11.250" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile /1 Top Chord Slope = 3.0/12 LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C. -Uplift TYPE CLASS LIVE DEAD LOCATION (1) - 8.000" to 18' 2.250" LOAD GROUP #2 @ 24.000" O.C. - Partial load of adjacent truss (10 %) LOCATION (1) 15' 11.250" (1) Location is specified from left reference point unless noted otherwise. (Angle: 0 °) Plate(s) U -Clips Double chord extension LEFT MAXIMUM 826 S (1.15) 508 LEFT MINIMUM - 142 W (1.33) - 143 APPL APPLIED TO COMMENT Replaces TC 7 PSF Net Uplift APPL Adds to RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Bearing Clip: 6" No -Notch Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 66% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. OPERATOR INFORMATION Arthur Diaz 949 885 -5948 RIGHT MAXIMUM 794 S (1.15) 492 Copyright © 2007 by Level TJLX and TJ- OpenWeb" are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel ®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. RIGHT MINIMUM -124 W (1.33) -125 APPLIED TO COMMENT TC, on chord(s) Pt load adj truss Center Span Camber: 0.277 ", Matched to Al 1 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 86.0 plf 0.50" } Product diagram is conceptual. 1 Tiwietst Eya#ua,ser Business TJ - OpenWeb °" v4.42.1 5/11/2009 11:53:28 AM PAGE 1 REACTIONS: Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Type: A8 Qty: 4 Project Number: 08033456 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2.00" All dimensions are horizontal. Reference Span = 19' 11.250" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile /1 Top Chord Slope = 3.0/12 LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C. - Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -7.1 .1 - 8.000" to 20' 2.250" Replaces TC 7 PSF Net Uplift LOAD GROUP #2 @ 24.000" O.C. - Partial load of adjacent truss (10%) TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Point(Ibs) S(1.15) 57.5 36 17' 11.250" Adds to TC, on chord(s) Pt load adj truss (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0 °) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Material: Plate(s) Bearing Clip: U -Clips Bearing Clip: 6" No -Notch Reinforcement: Double chord extension Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 79.8% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 906 S (1.15) -156 W (1.33) 877 S (1.15) -138 W (1.33) Live Load (Ibs) 557 -157 543 -139 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 0.327" (U696) Deflection (Live Load) Span: 0.202" (U1127) OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Copyright © 2007 by iLevel TJLXT' and TJ- OpenWeb" are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. Level®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. 0.50" } Product diagram is conceptual. Center Span Camber: 0.346 ", Matched to All ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 85.5 plf f ?416t i?W. tea r Business TJ- OpenWebTM v4.42.1 5/11/2009 1:32:50 PM PAGE 1 All dimensions are horizontal. LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" 0.C.-Uplift TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -7.1 .1 - 8.000" to 22' 2.250" LOAD GROUP #2 @ 24.000" 0.C.-Partial load of adjacent truss (10 %) TYPE Point(lbs) SUPPORTS: REACTIONS: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED }} 2.00" CLASS LIVE S(1.15) 57.5 DEAD 36 (1) Location is specified from left reference point unless noted otherwise. LEFT SUPPORT Material: Bearing Clip: Reinforcement: (Angle: 0 °) Plate(s) U -Clips Double chord extension DESIGN CONTROLS: Truss Member's Critical Design Component Value: 99.5% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. Total Load (Ibs) Live Load (lbs) DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) LEFT MAXIMUM 986 S (1.15) 607 Span: 0.482" (L/522) Span: 0.298" (U845) Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Reference Span = 21' 11.250" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile /1 Top Chord Slope = 3.0/12 LOCATION (1) 19' 11.250" LEFT MINIMUM -170 W (1.33) -171 OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Type: A9 Qty: 4 Project Number: 08033456 APPL APPLIED TO COMMENT Replaces TC 7 PSF Net Uplift APPL APPLIED TO COMMENT Adds to TC, on chord(s) Pt load adj truss RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Bearing Clip: 6" No -Notch Reinforcement: Chord(s) only RIGHT MAXIMUM 958 S (1.15) 593 Center Span Camber: 0.423 ", Matched to All ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 85.1 plf Copyright ® 2007 by iLevel TJLXTM and TJ- OpenWebTM are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel ®, TJ ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. °a l 0.50" t RIGHT MINIMUM -152 W (1.33) -153 Product diagram is conceptual. 9 rnv,�. eu TJ- OpenWeb' v4.42.1 5/11/2009 1:33:15 PM PAGE 1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2.00" All dimensions are horizontal. Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof LOAD GROUP #1 @ 24.000" O.C. -Uplift TYPE CLASS LIVE DEAD LOCATION (1) Uniform(psf) W(1.33) -7.1 .1 TYPE Point(Ibs) CLASS LIVE S(1.15) 57.5 SUPPORTS: LEFT SUPPORT Material: Bearing Clip: Reinforcement: REACTIONS: Total Load (Ibs) Live Load (Ibs) DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) DEAD 36 (Angle: 0 °) Plate(s) U -Clips Double chord extension LEFT MAXIMUM 1066S(1.15) 657 Span: 0.682" (L/404) Span: 0.421" (L/654) Reference Span = 23' 11.250" Type: Al0 Qty: 4 Project Number: 08033456 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile /1 Top Chord Slope = 3.0/12 LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: - 8.000" to 24' 2.250" LOAD GROUP #2 @ 24.000" O.C. - Partial load of adjacent truss (10 %) (1) Location is specified from left reference point unless noted otherwise. LEFT MINIMUM -184 W (1.33) -186 OPERATOR INFORMATION Arthur Diaz 949 885 -5948 APPL APPLIED TO Replaces TC LOCATION (1) APPL APPLIED TO COMMENT 21' 11.250" Adds to TC, on chord(s) Pt load adj truss RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Bearing Clip: 6" No -Notch Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 86.5% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. RIGHT MAXIMUM 1040 S (1.15) 644 Center Span Camber: 0.508 ", Matched to Al 1 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 84.8 plf Copyright © 2007 by iLevel TJLXTM and TJ- OpenWeb T " are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel ®, TJ®, and Tnis Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. 0.50" Y RIGHT MINIMUM -166 W (1.33) -167 COMMENT 7 PSF Net Uplift Product diagram is conceptual. is �A Bus'rx� TJ- OpenWeb' v4.42.1 5/11/2009 11:54:20 AM PAGE 1 All dimensions are horizontal. LOAD GROUP #1 @ 24.000" O.C. -Uplift TYPE CLASS LIVE DEAD Uniform(psf) W(1.33) -7.1 .1 TYPE Point(lbs) Strap(Ibs) TYPE Point(lbs) Strap(Ibs) SUPPORTS: 2.00° CLASS LIVE (2) S(1.15) 57.5 E(1.33) 1625 CLASS LIVE (2) S(1.15) 57.5 E(1.33) -1625 LEFT SUPPORT Material: Bearing Clip: Reinforcement: REACTIONS: LEFT MAXIMUM Total Load (Ibs) 1107 S (1.15) Live Load (Ibs) 682 DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 0.815" (L/354) Deflection (Live Load) Span: 0.503" (U574) Center Span Camber: 0.558 ", Recommended Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof DEAD 36 0 Reference Span = 25' 4.000" / Top Chord Slope = 3.0/12 LOCATION (1) - 8.000" to 25' 3.500" LOAD GROUP #2 @ 24.000" O.C. - Partial load of adjacent truss (10 %) LOCATION (1) 23' 11.250" Right End LOAD GROUP #3 @ 24.000" O.C. - Partial load of adjacent truss (10 %) DEAD 36 0 LOCATION (1) 23' 11.250" Right End (1) Location is specified from left reference point unless noted otherwise. (2) All Earthquake loads are Strength Based. (Angle: 0 °) Plate(s) U -Clips Double chord extension LEFT MINIMUM -192 W (1.33) -193 Type: Al 1 Oty: 22 Project Number: 08033456 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 14.000" TJLXT"' OPEN WEB TRUSS Parallel Profile LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: APPL APPLIED TO Replaces TC APPL APPLIED TO Adds to TC, on chord(s) Adds to TC APPL Adds to Adds to RIGHT SUPPORT Material: Bearing Clip: Reinforcement: APPLIED TO TC, on chord(s) TC DESIGN CONTROLS: Truss Member's Critical Design Component Value: 90.6% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. Truss design includes consideration for partial span application live load. RIGHT MAXIMUM 1089 S (1.15) 673 (Angle: 0 °) Wood Ledger 6" No-Notch Chord(s) only Copyright ® 2007 by iLevel TJLXTM and TJ- OpenWeb are trademarks of iLevel, A Weyerhaeuser Business. Boise, Idaho, USA. iLevel ®. TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA RIGHT MINIMUM -174 W (1.33) -175 COMMENT 7 PSF Net Uplift COMMENT Pt load adj truss LTT2OB COMMENT Pt load adj truss LTT2OB Product diagram is conceptual. 1-474 ��,a�r TJ- OpenWebT" v4.42.1 5/11/2009 11:54:20 AM PAGE 2 Project: Costco Optical Facility Type: Al 1 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 84.6 plf OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Copyright O 2007 by iLevel TJLXTM and TJ- OpenWebm are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. Level®, TJ®, and Trus Joist® are registered trademarks of Level, A Weyerhaeuser Business, Boise, Idaho, USA. _A X ychaeuur Business TJ- OpenWeb" v4.42.1 5/11/2009 11:55:08 AM PAGE 1 7.25" U 2.00" THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED All dimensions are horizontal. LOAD GROUP #1 @ 24.000" °L.-Uplift TYPE CLASS LIVE DEAD Uniform(psf) W(1.33) -7.1 .1 REACTIONS: DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) Span: 0.300" (L/748) Span: 0.185" (L/1212) Center Span Camber: 0.336 ", Matched to All Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Reference Span = 19' 4.188" 3.75" 0.50" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile /1 Top Chord Slope = 3.0/12 LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOCATION (1) 0.125" to 19' 3.688" Type: Al2 Qty: 8 Project Number: 08033456 LOAD GROUP #2 @ 24.000" 0.C.-Strap TYPE CLASS LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(Ibs) E(1.33) 1625 0 Right End Adds to TC LTT2OB LOAD GROUP #3 @ 24.000" O.C. -Strap TYPE CLASS LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(Ibs) E(1.33) -1625 0 Right End Adds to TC LTT2OB (1) Location is specified from left reference point unless noted otherwise. (2) All Earthquake loads are Strength Based. SUPPORTS: LEFT SUPPORT (Angle: 0 °) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Material: Wood Ledger Bearing Clip: 6" No-Notch Bearing Clip: 6" No -Notch Reinforcement: Chord(s) only Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 79.4% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. Truss design includes consideration for partial span application live load. LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 782 S (1.15) -136 W (1.33) 781 S (1.15) -136 W (1.33) Live Load (Ibs) 483 - 137 482 -137 Copyright O 2007 by iLevel TJLXTM and TJ- OpenWebTM are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. Product diagram is conceptual. APPL APPLIED TO COMMENT Replaces TC 7 PSF Net Uplift i3 T iv q, e4-f t L�rha�r Bus. TJ- OpenWeb' v4.42.1 5/11/2009 11:55:08 AM PAGE 2 Project: Costco Optical Facility Type: Al2 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 81.0 plf OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Copyright © 2007 by iLevel TJLX^' and TJ- OpenWeb' ' are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel®, TJ®. and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. Tiw j / 4 t . WL- rhaeuser Business TJ- OpenWeb" v4.42.1 5/11/2009 11:55:39 AM PAGE 1 }} 2.00" All dimensions are horizontal. REACTIONS: DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) Span: 0.002" (U999) Span: 0.001" (L/999) Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Type: A13 Qty: 7 Project Number: 08033456 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span = 5' 11.813" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile A Top Chord Slope = 3.0/12 LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C. - Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -7.1 .1 - 8.000" to 5' 11.688" Replaces TC 7 PSF Net Uplift (1) Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0 °) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Material: Plate(s) Bearing Clip: U -Clips Bearing Clip: 6" No -Notch Reinforcement: Double chord extension Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 19.7% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for partial span application live load. LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (Ibs) 319 S (1.15) -55 W (1.33) 219 S (1.15) -38 W (1.33) Live Load (lbs) 189 -56 143 -38 Center Span Camber: 0.002 ", Matched to Al ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 81.0 plf OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Copyright © 2007 by iLevel TJLXTM and TJ- OpenWeb' are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel ®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. 3.75" Product diagram is conceptual. IS ®� -AV([yerhaeustt Busines TJ- OpenWeb' v4.42.1 5/11/2009 1:41:22 PM PAGE 1 All dimensions are horizontal. LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115% duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C. - Uplift TYPE CLASS LIVE DEAD Uniform(psf) W(1.33) -7.1 .1 LOAD GROUP #2 @ 24.000" 0.C.-Strap TYPE Strap(Ibs) LOAD GROUP #3 @ 24.000" O.C. -Strap TYPE Strap(Ibs) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2.00" CLASS LIVE (2) DEAD E(1.33) 1625 0 CLASS LIVE (2) E(1.33) -1625 DEAD 0 (1) Location is specified from left reference point unless noted otherwise. (2) All Earthquake loads are Strength Based. SUPPORTS: LEFT SUPPORT Material: Bearing Clip: Reinforcement: (Angle: 0 °) Plate(s) U -Clips Double chord extension DESIGN CONTROLS: Truss Member's Critical Design Component Value: 49.2% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM Total Load (Ibs) 649 S (1.15) Live Load (Ibs) 398 DEFLECTIONS & CAMBER: Deflection (Total Load) Deflection (Live Load) Span: 0.072" (U2143) Span: 0.044" (U3472) Center Span Camber: 0.159 ", Matched to Al2 Project: Costco Optical Facility Type: A14 Location: Tukwilla, WA Qty: 8 Delivery: R1 Project Number: 08033456 Rel. Desc.: Roof Reference Span = 13' 9.375" 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile A Top Chord Slope = 3.0/12 LOCATION (1) APPL APPLIED TO -1' 0.000" to 11' 7.875" Replaces TC LOCATION (1) Right End LOCATION (1) Right End LEFT MINIMUM -109 W (1.33) -112 APPL APPLIED TO Adds to TC APPL APPLIED TO Adds to TC RIGHT SUPPORT (Angle: 0 °) Material: Wood Ledger Bearing Clip: 6" No -Notch Reinforcement: Chord(s) only RIGHT MAXIMUM 545 S (1.15) 339 Copyright O 2007 by iLevel TJLXTM and TJ- OpenWebTM are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel®, TJ®, and Trus Joist@ are registered trademarks of iLevel. A Weyerhaeuser Business, Boise, Idaho, USA. COMMENT LTT2OB COMMENT LTT2OB RIGHT MINIMUM -31 W (1.33) -68 Product diagram is conceptual. COMMENT 7 PSF Net Uplift I( • TJ-OpenWebTM v4.42.1 5/11/2009 1:41:22 PM PAGE 2 q Business Project: Costco Optical Facility Type: Al 4 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input Toads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 81.0 plf OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Copyright © 2007 by Level TJLXTM and TJ- OpenWebTM are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel®, TJ®, and Trus Joist® are registered trademarks of Level, A Weyerhaeuser Business, Boise, Idaho, USA. W414? Cfycrlunuer Business TJ-OpenWebr" v4.42.1 5/11/2009 1:45:15 PM PAGE 1 2.00" All dimensions are horizontal. REACTIONS: DEFLECTIONS & CAMBER: Deflection (Total Load) Span: 0.072" (L/2143) Deflection (Live Load) Span: 0.044" (L/3472) Center Span Camber: 0.159 ", Matched to A14 Project: Costco Optical Facility Location: Tukwilla, WA Delivery: R1 Rel. Desc.: Roof Reference Span = 13' 9.375" / Top Chord Slope = 3.0/12 Type: A15 Qty: 1 Project Number: 08033456 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 14.000" TJLXTM OPEN WEB TRUSS Parallel Profile LOADS: Analysis for Open -web Member Supporting SNOW Structural Classification. Loads (psf): 25 Snow at 115 % duration, 15.5 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: (1) Location is specified from left reference point unless noted otherwise. (2) All Earthquake Toads are Strength Based. SUPPORTS: LEFT SUPPORT (Angle: 0 °) RIGHT SUPPORT (Angle: 0 °) Material: Plate(s) Material: Wood Ledger Bearing Clip: U -Clips Bearing Clip: 6" No-Notch Reinforcement: Double chord extension Reinforcement: Chord(s) only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 49.2% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3. Truss design includes consideration for partial span application live load. LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs) 565 S (1.15) -94 W (1.33) 545 S (1.15) -31 W (1.33) Live Load (lbs) 348 -97 337 -68 Copyright © 2007 by iLevel TJLXTM and TJ- OpenWeb" are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho. USA. iLevel®, TJ®, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. Product diagram is conceptual. LOAD GROUP #1 @ 24.000" O.C. -Uplift TYPE CLASS LIVE DEAD LOCATION (1) APPL APPLIED TO COMMENT Uniform(psf) W(1.33) -7.1 .1 0.500" to 11' 7.875" Replaces TC 7 PSF Net Uplift LOAD GROUP #2 @ 24.000" 0.C.-Strap TYPE CLASS LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(Ibs) E(1.33) 1625 0 Right End Adds to TC LTT2OB LOAD GROUP #3 @ 24.000" 0.C.-Strap TYPE CLASS LIVE (2) DEAD LOCATION (1) APPL APPLIED TO COMMENT Strap(Ibs) E(1.33) -1625 0 Right End Adds to TC LTT2OB ig q ; # 4 t . rhacuse Busne s TJ- OpenWeb v4.42.1 5/11/2009 1:45:15 PM PAGE 2 Project: Costco Optical Facility Type: A15 ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by iLevel (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input Toads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR -1774, LAC RR 22614, and DSA. - Allowable Stress Design methodology was used for Code ICC analyzing the TJ Custom products listed above with chords analyzed using NDS analysis. - Pricing Load = 81.0 plf OPERATOR INFORMATION Arthur Diaz 949 885 -5948 Copyright © 2007 by iLevel TJLXTM and TJ- OpenWeb'" are trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. iLevel®, TJO, and Trus Joist® are registered trademarks of iLevel, A Weyerhaeuser Business, Boise, Idaho, USA. 1 9 Open -Web Products I Trusses Quantity Type Series Depthts) Appl. Profile Clear Span Pr. Length Pr. Load Fastnrs. Loft FaRIpM tnro. Footage Notes Notes 4 Al TJLX 14 115% Parallel 5' -0.00" 6.0 94.6 6 6 24.0 Al Shop use 1.5 "x3.5" pressure treated timberstrand Isl bearing block. Al Supp Double chord extension 4 LF 4 A10 TJLX 14 115% Parallel 23' -0.00" 25.0 84.8 6 6 100.0 A10 Shop use 1.5 "x3.5" pressure treated timberstrand Isl bearing block A10 Supp Double chord extension 4 LF 22 All TJLX 14 115% Parallel 24' -1.25" 26.0 84.6 64J10 6 572.0 All Shop use 1.5 "x3.5" pressure treated timberstrand Isl bearing block. All Supp Double chord extension 22 LF 8 Al2 TJLX 14 115% Parallel 18' -9.06" 20.0 81.0 6 6 160.0 7 A13 TJLX 14 115% Parallel 4' -8.94" 6.0 81.0 6 6 42.0 A13 Shop use 1.5 "x3.5" pressure treated timberstrand Is bearing block. A13 Supp Double chord extension 7 LF 8 A14 TJLX 14 115% Parallel 12'- 10.63" 14.0 81.0 6 6 112.0 A14 Shop use 1.5"x3.5" pressure treated timberstrand Is bearing block. A14 Supp Double chord extension 8 LF 1 A15 TJLX 14 115% Parallel 12'- 10.63" 14.0 81.0 6 - N 1 0 6 14.0 A15 Shop use 1.5 "x3.5" pressure treated timberstrand Isl bearin. block. 4 A2 TJLX 14 115% Parallel 7' -0. 00" 8.0 91.6 6 - N 10 6 32.0 A2 Shop use 1.5 "x3.5" pressure treated timberstrand Isl bearing block. A2 Supp Double chord extension 4 LF 4 A3 TJLX 14 115% Parallel 9' -0.00" 10.0 89.6 6 6 40.0 A3 Shop use 1.5 "x3.5" pressure treated timberstrand Isl bearing block. A3 Supp Double chord extension 4 LF 4 A4 TJLX 14 115% 1 Parallel 11' -0.00" 12.0 88.3 6 - N10 6 - N10 480 A4 Shop use 1.5"x3.5" pressure treated timberstrand Isl bearing block. A4 Supp Double chord extension 4 LF 4 A5 TJLX 14 115% Parallel 13' -0.00" 14.0 87.3 6 6 56.0 A5 Sho. use 1.5 "x3.5" pressure treated timberstrand Isl beari • block. _-_-- - A5 Sup. Double chord extension 4 LF ___--- 4 A6 TJLX 14 115% Parallel 15-0.00" 16.0 86.5 6 6 64.0 ril A6 Shop use 1.5 "x3.5" pressure treated timberstrand 1st bearin. block. -� 4 Su.p TJLX Double chord extension 4 LF EN 14 115% Parallel 17' -0.00" 19.0 86.0 6 6 76.0 A7 Shop use 1.5 "x3.5" pressure treated timberstrand Isl bearin. block. A7 Supp Double chord extension 4 LF 4 A8 TJLX 14 115% Parallel 19' -0.00" 21.0 85.5 6 6 84.0 -- A8 Shop use 1.5 "x3.5" .ressure treated timberstrand Isl bearin. block. ___---- LF A8 Supp Double chord extension 4 4 A9 TJLX 14 115% Parallel 21' -0.00" 23.0 85.1 6 6 92.0 T 1' T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 0 0 0 Tiaus JOIST' commerual TJ Number Project Name Location Delivery Plant Latest Revision TeamBuilder v1.67 08 -033456 -Mate ria I L i st. xl s 08- 033456 Costco Optical Facility Tukwila, WA DI: Roof trusses Hillsboro D1: 08 -033456 Costco Optical Facility Approved For Production OperatorlArt Diaz Office Irvine Comment Status Report Type Approved For Production Check Material List 1 of 2 5/11/2009, 2:37 PM 1 Open -Web Products Blocking Quantity Type Size Length Net Custom Width Series 6 Clip Spacing Tight To Notes Notes 40 2x4 36.000 (in) 19.000 (in) Nom Nom Not Notched TJL - All Clips TJL - All Clips 24 24 Chord Bearing Clip 3.500 1 2 7.250 40 2x4 80 Framing Anchors 2x4 36.000 (in) Nom Not Notched TJL - All Clips 24 Bearing Clip 3.500 3 3.500 9 1 2x6 19.000 (in) Nom 4x8 TJL - All Clips 24 Bearing Clip 4 14.0 80 1.688 2x4 19.000 (in) Nom 50 TJL - All Clips 24 Bearing Clip Pressure treated by TJ 5 51 Note 51 Plant ripped to match 3/12 slope, see detail. Note 1 To be used as skewed bearing blocks, see detail 11/3. Note 2 To be used at detail 7/3. Note 3 To be used as OW blocking, see detail 11/3. Field trim as necessary. Note 4 To be used at detail 8/3. Note 5 To be used at details 6 /S3 & 9/S3, ripped by TJ. 'Hardware Bearing Plate Lineal Ft Type Size Net Beveled Notched Grade Profile Angle Thick Thin Width W2 Notes Notes 72 4x8 Nom Bev. (Dbl.) Not Notched P3 9.9 3.500 2.875 7.250 16 130 Framing Anchors 4x4 Nom Bev. (Sgl.) Not Notched P1 140 3.500 2.625 3.500 1 50 197 4x8 Nom TJ Bev. (Sgl.) Not Notched P1 14.0 3.500 1.688 7.250 1 50 Note 50 Pressure treated by Note 1 Pressure treated by TJ 'Hardware A9 Quantity Type Description Notes Notes 1.0 Ib N8 (8dx1.5) Nails 26.5 Ib N10 (10dx1.5) Nails Supp Double chord extension 16 LF Framing Anchors 1 1 1 T T C C C C C C C C C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Open -Web Products 'Bridging Lineal Ft Type Size Grade Notes Notes 290 1 2x6 Open -Web Products 'Strut Bracing Quantity Type Style Spacing Series Notes Notes 125 K5 24 TJL Open -Web Products 'Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes Notes 58 B3R 17.250 Wind Uplift <30" 14 TeamBuilder v1.67 01: 08 -033456 Costco Optical Facility 2 of 2 08-033456- MaterialList.xls Approved For Production 5/11/2009, 2:37 PM A9 Shop use 1.5"x3.5" pressure treated timberstrand IsI bearing block. A9 Supp Double chord extension 4 LF 86 ' ' ' TJLX Total 1516.0 1 1 1 T T C C C C C C C C C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Open -Web Products 'Bridging Lineal Ft Type Size Grade Notes Notes 290 1 2x6 Open -Web Products 'Strut Bracing Quantity Type Style Spacing Series Notes Notes 125 K5 24 TJL Open -Web Products 'Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes Notes 58 B3R 17.250 Wind Uplift <30" 14 TeamBuilder v1.67 01: 08 -033456 Costco Optical Facility 2 of 2 08-033456- MaterialList.xls Approved For Production 5/11/2009, 2:37 PM MAY 1 4 2009 FERGUSON CONSTRUCTION SEATTLE, WA 98108 Project info Project Address 441 COSTS DR Date 11/14/2005 For Building Department Use 99:1- -WILLS, WA 981'88 A'pIlcant Name: COSTOO atrPOTm^cavR OOSvrm_nmZON Appilicant Address: 4.43. COSTOO Da, 'TLUCWSLB, NA 981'88 Applicant Phone: 2006 Washington State Nonresidential Energy Code Compliance Form Project Serr>r��r��iry 2006Washington State (Nonresidential (Energy Code ■Compliance (Forms INCOMPLETE LTR # �. 1DO9 RECEIVED MAR 0 5 2009 TUKWILA PUBLIC WORKS IRevised.Jluly2007 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2009 City of Tukwila BUILDING DIVISION RECEIVE NOV 17 2008 PERMIT GENTEF Use' , LPA` (lWlsf ;Use' ILPA" Mist) Automotive facility 0.9 Office !buildings, office/administrative areas iin facilities of other use types (including but not !limited to schodis hospitals. ;institutions, (museums, banks, Churches) 1.0 Convention center 1.2 Penitentiary and other , Group 1-3 Occupancies 12 Courthouse 12 Pace and fire stations 1.0 Cafeterias, fast food ;establishments", irestaurantsIbars 1.3 Post office 1.1 Dormitory 1.0 !Retail" retail banking, (mall .eoneourses,'Wholesale stores (pallet crack shelving) 1.5 Exercise center 1.0 Schod! !buildings (Group E Occupancy only), :school dlassrooms, day care .centers 12 Gymnasia!, assem'b'ly spaces 1. Theater, motion ;picture 12 (Health care clinic 1.0 Theater, performing arts 1 1:6 U'Jospital, nursing !homes, and , other Group il-1 and I1-2 Occupancies 12 'Transportation 1.10 Hiotel/motel 1.10 'Warehouses ", storage areas 10.5 Hotel Ibanquet/imnference/eXhibiiion Ihall 2:0 Workshops 1.4 !Laboratory spaces (all spaces !not , classified laboratory" shall nmeet office :and other appropriate categories) 1.8 !Parking garages 02 !Laundries 12 Libraries' 1.3 Plans Stibmitted for Common Areas Only' [Manufacturing facility 1.3 Main floor lbu'ilding Ildbbies .concourses) ; 12 IMPICPUtrn 1.1 Common areas, corridors, toilet ;Facilities and washrooms, Elevator Ildbbies '0.8 2006' Washington State iNonresderdial (Energy Code ComplianceIForms Prescriptive Spaces (2sualification Checklist Note: if occupancy type is "'Other" .and ch facture answer is.ecked, the murriber fixtures in the!spare is not limited by Code ■Clearly indicate these spaces on ;plans. If !not qualified, do IIJPA •Cala: lattons. F oo t no te s nor Table 11) 2006 Washington State Nonresidential ;Energy Code Corr p1ianne (Fond anterior L 66 - 0 . 6g Sj!l rn� tpairy LTG- IT Orrutpatocy: ® Warehouses, storage areas or aircraft storage hangers °Other !Lighting !Fixtures: (.SPrtion 1521) TABLE 15-1 Unit 'Lightinq Power Allowance (LPA ;Revised.11uly 2007 Check of 95% or more Hof fixtures .comply with 12 or 3 and rest are ballasted. 1. Fluorescent fixtures uhhlch are (non - (lensed With a) 1 or 2 two lamps, b) ;reflector cr louvers, c) 5-60 watt T-11.,7-2, 7-4., T-6, T-8 (lamps, and .d) Thar wired elec- tronic otimniing ball sts. Screw -in , compact fluorescent fixtures do not qualify. 2. Metal ;Halide with •a?) reflector b) ceramic IMFN !lamps <= 150w , c) , electronic (ballasts 3. LED (lights. in cases iin which a general use and a specific iuse are listed, the specific use shall apply. In cases min Which a use its not ;mentioned specifically, the Unit Power Allowance shall be determined by the (building arlf'icial. This determination shall Ibe based upon the most , comparable use :specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be ;increased, by two percent per foot of , ceiling (height above twenty feet, unless specifically .directed otherwise by subsequent footnotes. 3) Watts;per square foot of room may be ;increased by two ;percent per foot Hof , ceiling height above twelve feet. 4) (For all other spaces, such as seating and , common areas, use the Unit Light !Power Allowance for assem'biy. 5) Watts per square foot , of room ;may be ;increased by .two;percent per foot of. ceiling height :above ;nine feet 6) Reserved. 7) For conference rooms and offices less than 150ft With full height partitions, a mUnit;Lighting Power Allowance of 1.10 w /ft may used. 8) Reserved. 9) For ;indoor ;titan tournament , courts with adjacent: spectatorseating • over 5;000, the Unit Lighting Power Allowance for the. court area is 2:60 W /ft 10) (Display window; illumination ;installed within 2 feet of the window, provided that the display Window its :separated from the ;retail :space by walls or at (least three-quarter - .height partitions (transparrent , or , opaque). and !lighting for free - standing , display Where the (lighting moves with the display are exempt. An additional 1.5 w /ft of ;merchandise display Ilurninaires are ;exempt ; provided that they comply with all three. of the following: a) located on , ceiling-mounted track or.direotiy on , or recessed into the ceiling ;itself(not on the wall). b) adjustable min both the ;horizontal and vertical axes (vertical ands only is acceptable for fluorescent and gather futures with two points mf track .attachment). c) fitted with LED, tungsten halogen, .fluorescent, or !high ;intensity , discharge lamps. This additional Ilighlttj t allowed , only iif the !lighting is actually ;installed. 11) Provided that a floor(.fan, ;indicating ;rack location and height, its siibmitted, the square footage fora warehouse; may be defined, for computing the ;interior !Unit Lighting !Power Allowance, as the floor area Inet covered by mracks;plus the ;vertical face area(arness side only) 'of the ;racks. lflhe1height Allowance defined iin footnote 2 applies , only to the floor area not covered by masks. Project info f t ( PrDientAddress 443 mosmxD Mtn Date 11/14 /2008 TUTRITIR,, NA 98128 For Building (Department &Ise I LADD=TION AW.IDIICantName: rmssno W;Trwr7PC71ag CORPORATION AppticamtAddress: 441 OOSI'MO 0R,, 'mu wUE, MA salsa Applicant (Phone: Project Description 2150.0 ❑ Plans Indluded regiiirenaents. ❑ New (Building -/ Addition ❑ Alteration Refer to WSEC Section 11513 for contrails and , corarnisSioning 'Compliance Option ® Prescriptive O (Lighting (Power Allowance 0 systems Analysis ((See Qualification Chedklist (oven). Indicate Prescriptive & IPA :spaces tlearly.on plans.) Alteration Exceptions `(he appropriiate box - sec. 111323) ❑ No thanges are being made to the fighting ' ess than (60% of the fxtures new, (installed wattage not increased, Si :space use (mot Ohanged. `• From Table 115-11 !(over) - document a'H ,exceptioms on form ILTGA.PA Total Allowed Watts: Location jtloor /rcom ono.) Occipancy (Description Allowed 'Watts; ler ft " r Area in if? Allowed x Area LADD=TION ADDITION 1- 30 2879.. of 3742.7 2150.0 i I i i f `• From Table 115-11 !(over) - document a'H ,exceptioms on form ILTGA.PA Total Allowed Watts: 3742.7 f ocation r [ (Fixture Description INurriber of (Fixtures \Watts/ Fixture Watts Proposed (:(tloorroom no.) ADDITION fluorescent T—Bar Liglating 50 43.. 01 2150.0 i I i i f 4 1 I ? 3 f 1 I I t i Total Proposed Watts may (not exceed Total Allowed 'Watts for Interior Total (Proposed Wattsi 2150..0 ir ter ip.r L_ EutH.u�� S;!I c rm�ary - LTi G -1NT 20061Nashmgton State (Nonresidential (Energy Code Compliance (Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresiderntira'l Energy Code Compliance Form (Revised .:WIy2007 Notes: 11. For ;proposed (Fixture Description, indicate facture type, (lamp type (e.g. T-8), (murriber of (lamps in the fixture, and (ballast type !(if (indtuded). (For track fighting, (list the length of the track fin feet) in addition to the fixture, (lamp, and Ballast information. 2. For (proposed Watts/Fixture, use (manufacturer's (fisted (maximum (input wattage of the fixture t(not simply the (lamp wattage) and other criteria as specified iim Section 1530. For (hard -wired 'ballasts only, the defaillt table in the INREC Technical ;Reference (Manual omay.also be (used. For track (lighting, fist the greater of ,actual lurmirneire wattage or (length of track imilltiplied by 50, , or as ,applicable, the wattage of , cunrent ;limiting devices , or of the transformer. 3. 'list all fixtures. (For exempt ;lighting, note section and erc?ption number, and Ileave'\Watts/Fbdure (blank. Building Grounds Walkways less than 10 feet wide 1.0 W/linear font 2006 Washington State Nonresidential Energy lode Compliance Form Exterior ; L , k6l .ung ,u4 (bac,Bk). , LTG -EXTF 2008 'Washington State Nonresidential Energy Code Compliance Forms Uncovered Parking Areas Parking lots and drives Walkways 10 feet wide or greater Plaza areas Special feature areas Stairways Building Entrances and Exits Maas entries Other doors Canopies and Overhangs Canopies (free standing and .arraahed :and overhangs) Outdoor Sales Open areas (including vehicle sales lots) Street frontage for vehicle sales lots in addition to "open area" :allowance Building Facades Automated teller machines and night depositories Entrances and gatehouse inspection stations at guarded facilities Loading areas for law enforcement, fire, ambulance and other emergency service vehicles Material handling and associated storage Drive up windows at fast food restaurants Parking near 24 -hour retail entrances 0.15 W/1 0.2W/ 1.0 W /11 30 W/linear foot of ,door width 20 W/linear foot of door width L25 W/& 0.5 WI 20 W/linear foot 0.2 W/ft for .each illuminated wall or surface or 5.0W/linear foot for each Eliminated wall or surface length 270 W per location plus 90 W per additional ATM per location 1.25 W/& of uncovered :area (covered areas are included in the "Canopies and Overhangs" section 'of •`Tradab'1e Surfaces") 0S W/ft of uncovered :area(covered areas are included in the `Canopies and Overhangs" section .01 Surfaces ") 0.5 W/f 400W per drove - throes 800 W per main entry Tradable .Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and 'exits, canopies, and overhangs and outdoor sales areas may be traded.) Non- Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the `Tradable Surfaces" section of this table.) TABLE 15-2 LIGHTING POWER DENSITIES FOR (BUILDING EXTERIORS !Revised .tt ly 2007 Project Info I IProj Addles' Oat ccosmen na Date 11/14/2008 I 'Watts d Allowe 'Was per f t 2 or!per Ilf amcnaria, sra ssiss For (Building (Department Use Grounds 'Walkways <110 wide ' 6 � Name: ,COSTpp pernrxcal CORPORATMON 768.01 Ap.Pi. iNarne 441 .coSTCO DR., TIISH11$, MA sans .Appl_ !Phone Project Description ❑ New L Addition ❑ Alteration ❑ Plains included Refer to WSEC Section 1513 for controls and comr iissioning requirements. Compliance 'Option 0 Lighting Power Allowance 0 Systems AtaIysts Building Grounds (luminaires > 100 Watts) [ Efficacy > 60 Ilumens/W ] Controlled by motion Sensor ❑ Exemption (list) Alteration Exceptions (dhedk appropriate !box - sec. 1932:3) ❑ NNo !Changes are being made to the !lighting ](less than 60% of the fixtures new, installed wattage not !increased, .& space line not !dhanged. Tradable Locations — (Description i 'Watts d Allowe 'Was per f t 2 or!per Ilf f� Area l(� '), perimeter O f ) or. #!of items Allowe Allowed Watts x fft i(or x Ilf) Grounds 'Walkways <110 wide ' 6 � i 9 )0 W /1JF 768.01 768.0 f I � l I L !Non - Tradable Locations (Description i Allowed Watts per fi .or !per III Area !(ft 2), perimeter I ,(If) or # of items 1 Allowed 'Watts x e ,(or x110 6 � 1�00_0 600.0( sconce � l I I !Location !Fixture (Description f Number of !Fixtures Watts/ !Fixture Watts !Proposed LTaVRALV 6 � 1�00_0 600.0( sconce I Location Fixture Description urnber of (Fixtures Watts/ 1 (Fixture Watts Proposed LTaVRALV 6 � 1�00_0 600.0( sconce I I 2008 %Washington State INonresidential!Energy Code Compliance Forms 2006 Was'hingtan State Nonresidential Energy Code Compliance Form Exterior Lighting Sumrary LTG. EXTj Tradable Maximum Allowed Lighting Wattage Tradable Proposed Lighting Wattage Total IP m oosed Watts may not, exceed Tota'I Allowed Watts for !Exterior Non- Tradable Maximum Allowed Lighting Wattage Ton- Tradable Proposed Ligh tin g Wattage llaits,may not!exceed.All IN ow tts for Category !Revised ./kily2007 Total Allowed Watts 768 Use !mfgr !listed maxi murm input wattage. !For fixtures With Ihard=w red (ballasts om1y., the dlefault table in the NREC Technical !Reference !Manual may also be used. Total !Proposed 'Watts il 600.0 2006 Washington State Nonresidentiial Energy Code Cormiplianoe Form Lighting P'er er'AI Ilawance Adj trinie.mts. . LTG -L�PA 20061Nashington State [Nonresidential IEnergyCodeConlpliance (Forms Project Address 441 COSTCO n13 late 11/14/2008 Use this form if you are claiming any ceiling [height adjustments for your (Lighting Power Allowances for interior (lighting. The Occupancy Description should agree with the "Use" 'listed on Code 'Table 15-1. (Identify the appropriate Ceiling Height IlJimit (9 feet, 112 feet or 20 feet) on ■,dhidh the adjustment its f+asPd. The Adjusted LPA its calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed' Watts (per ft on LTG -SUM. Adjusted Lighting Power Allowances (Interior ;(floorlroorn no.) , ncation Occupancy Description Allowed Ceiling (Height j Ceiling 'Height (limit .Adjusted ILPA Watts'per ft ** 1 for this groom for this exception** ;Watts per ft I I r ** From - Table 15-1 (based on 'exceptions 'listed lin footnotes Revised 2007 • 2006 Was'tiin • « •n State Nonresidential IEn - Gode Comb «iiranee FORM Lig;h�tiiu�g�; I fa;to.r, Trans . Lli GI -'CH . 08' Washington State INonresidentiaI !Energy Code Complianoe forms (Revised. luty 20071 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt !Lighting tin Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features (Fisted in S..ction 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 15113.6.2. 1513.1 Local Control and Accessibility: Each space enclosed by walls or ceiling-height partitions, shall be provided with lighting controls located within that space. The fighting controls, 'Whether one or more, shall be capable of turning off all (lights within the space. The controls shall be readily arrr'PeCible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The fiillowing ilighting .controls may be centralized in remote !locations: 1. Lighting •oontro'Is for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting !power that may be controlled from a single switch or automatic control Shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 60%. A master control may be installed !provided the itndividual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. 'Industrial or manufacturing process areas, as may be required for production. 2. Areas (less than 5% of the (building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daytig'hted zones, as defined in Chapter 2, both trader .overhead glazing and adjacent to vertical glazing, shall be provided With individual oontrois, or daylight- or occupant - sensing automatic controls, Which contro'I the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing mnrare than two adjacent cardinal orientations ■(i.e. north, east, south, west)_ Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513:4 Display, EXhibition and Specialty lighting .Controls: All display, erthibition or specialty lighting shall be controlled independently of general area (lighting. 1513.5 Automatic Shut -off Controls, Exterior_ Lighting for all exterior :applications :shall have automatic controls capable of turning off , extPnior !Lighting when sufficient daylight is avaiia'ble or when the lighting is not required duriing nighttime lours. Lighting not designated for dusk -to -dawn operation shall be oontro'Iled by either: a. A cormibination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk to -lawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining !programming and the time setting during floss of power for a )period of at Beast 10 (hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures Where required for safety, security or eye adaptation. 1513:6 Automatic Shut .Cff Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped With separate automatic controls to shut off the lighting during tunoccupied !hours. Within these buildings, all office areas liens than 300 ft enclosed by •walls or ceiling- height partitions, and all meeting and conference rooms, and all schoo'1 Classrooms, shall be equipped with occupancy sensors that comply With Section 1513 X6.1. For other spaces, automatic contrails may be an occupancy sensor, time switch or other device capable of automatically shutting off (lighting. illuminated in a mnamner requiring manual operation of the lighting_ 2. Emergency lightimg systems. 3. Switching for (industrial or manufacturing process facilities as may be required for production. 4. nilospitals and (laboratory spar-Ps 5. Areas in which imedical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of .automatically tinting off all the lights in an area, no more than 30 oriimutes after the area has been vacated. Light (fixtures , controlled by occupancy sensors shall have a wall - mounted, !manual switch capable of tinning off (lights When the space its occupied. EXCEPTION: Occupancy sensors in stairwells are allowed 10 have two step (lighting (high-tight and low- light) provided the control fails Iim the high4ight position. 1513:6.2 Automatic Time Switches: Automatic time switches s'fiall have a Minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday - shut -off' feature, Which turns off all loads for at least 24 !hours and then inesumes normally s hedeiled operations_ Automatic time switches shall also have program back.iup capabilities, Which prevent the (loss of program and time settings for at least 10 (hours, if power is interrupted. Automatic time .switches shall incorporate an over -ride switching device which: a. is readily ante ib'le; b. is located so that a !person Busing the device can see the lights or tine areas controlled by the switch, or so that the area being iittuniinated is anrrunciated c. is manually operated • d. allows the (lighting to remain on for no more than 2 (hours When an over -side is Initiated; and e. controls an area not .Pern•••itrng 5,000 re or 5% of the building footprint for footprints over 100,000 f9, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the (lighting controls shall be tested to ensure that control devices, cornapoments, equipment and systems are calibrated., adjusted and operate in .accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance With approved plans and specifications. A complete import of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph_ 1514 Exit Signs: (Exit signs shall have an limpid power demand of 5 Watts or (less per sign. Motors - General Requirements 1511 (Electric Motors: All permanently wired polyphase motors •of 1 lap or more, which are not !part of an I -VAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized !pror•ss equipment. 2. Where the motor is integral to a (listed piece of equipment for whidh no , 00nap'lying motor has been approved_ Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a (low voltage , dry type distribution transformer shall be the Class II Ii hciency Levels for distribution transformers specified in Table 4-2 of the "Guide for Determining Energy !Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association i(NEMA TIP -A 2002). . Lighting, 0 DB Washington Stabs i . , 1 MH •and rnfoemer PerniitPlans Checklist LTG-HK! ., , ,_ -TaS Nonresidenbal Energy Cade Compliance Forms iReesed.1.11421:07 Project Address 441 COST= na Date Ill/14/2008 The fcilloWing 'information is 'necessary to check a permit !application for ocurripliance with the fighting, motor, and transformer 'requirements in the 2006 Washington State Nonresidential Energy Code. pplicability (yes, no, 'ma.) Code Section Component Information ReqUired Location on Plans Building Department Notes LIGH1ING CONTROLS (Section 1513) 1513.11 Lora corrittrillaan.cs i Sdhedtile With type, indicate !locations 15132 ,Area contras Maximum fimit per switCh 1513.3 Daylight zone , contrcil Schedule with type and features, indicate !locations vertical glazing Indicate vertical glazing om plans ' overhead glazing I 'Indicate overhead glazing On plans 1513.4 ' Dieplay/eXhibisperiial indicate separate , comtrails 11513.5 ! FxtPrior Shiat-off Schedrile With type and features, 'indicate location l i(a) timer wibar.krip !Indicate !location fib) photocell. indicate 'location 1513:6 linter. auto shutoff indicate location 1513:6.1 ,(a) pomp. !sensors Schedule With type and locations 1 1513.62 (b) auto. switches SCheddle with type and features t(badk-lip, ovemde capability) Indicate size of zone on olams 1 !,. 1513.7 CommisSioning Indicate requirements for 'lighting contrails commissioning EXIT SIGNS (Section 1514) 1 1514 Max. was ilndicate watts for eadh aril sign 1 LIGHTING POWER ALLOWANCE (Section 1530-1532) 1531 Interior Lighting i Summary Form Completed and attached. Srilaertile with fixture types, Ilamps, !ballasts, watts per fiktitire 1532 Damian Lighting 1 Summary 'Form C.ompleted and attached. Scherhile with fixture types, 'lamps, ibalLssts, , watts per fiXture MOTORS (Section 1511) 1 11511 lElec motor efficiency INIECH-MOT or Equipment SChedille with ihp, rpm, , efficiency 1 TRANSFORMERS (Section 1540) I iiso Transformers thadicate Size and efficiency 1 2006 Wan Stale NonreSidential Ememv Code Compliance orm inos Is circled for any question, provide explanation: Envelope Requirements (enter values as applicable) Q Electric resistance Q• All other (see over for definitions) Minimum Insulation R- values Roofs Over Attic Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing N/A All Other Roofs Concrete/Masonry Option R 2 5 Opaque Walls' • yes Checc here if using semi - heated path and If project meets all requirements for semi- heated Semi- Heated Path Q no spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement Is reduced (2008 change). Only available In prescriptive path. N/A Below Grade Walls vEn N/A Floors Over Unconditioned Space • N/A Slabs -on -Grade R - 10 Radiant Floors B_. ►_ iffr N/A Maximum U- factors Opaque Doors N/A Vertical Glazing N/A Overhead Glazing N/A Maximum SHGC (or SC) Vertical /Overhead Glazing Space Heat Type Q Electric resistance Q• All other (see over for definitions) If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/6 °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 5/A O + X 100 = Concrete/Masonry Option Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying ® no assembly below. REVIEW • yes Checc here if using semi - heated path and If project meets all requirements for semi- heated Semi- Heated Path Q no spaces as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall insulation requirement Is reduced (2008 change). Only available In prescriptive path. Opaque ConcretelMasonry Wall Requirements Wall Maximum U- factor is 0.123 (R7.6 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/6 °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (including insulation R -value & position) U factor 5/A L , • : REVIEW c!i'i'J i SJ , I PL : ►. 1 PR 4 1 vEn • ij ! IIIM o _ ,�11' 1 B_. ►_ iffr Envelope Summary _ II. / . 1 11 •1 ►°Il: 1:1 < _1: ° d.- 1111 -It: 0 111 Climate Zone 2 ENV -SUM Project Info Project Address Costco Wholesales 441 Coatco Drive Tukwila, WA 98188 Applicant Name: Brian Cawley Applicant Address: 830 s Riverside Drive Renton, WA 98057 Applicant Phone: 206- 241 -2012 Date 2/25/2009 For Building Department Use PAlf'nIR° 111 1" 2008 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 FIELD COPY Project Description 1 ❑ New Building El Addition ❑ Alteration ❑ Change of Use Compliance Option 0 Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Systems Analysis 1. Assemblies with metal framing must comply with overall U- factors Notes: CORRECTION 17O1' s ,/� Concrete/Masonry Optior Wall Heat Capacity (HC) *If the area weighted heat capacity (HC) of the total above grade wall isa minimum of 9.0, the Concrete Masonry Option may be used. * *For framed Assembly Description Assy.Tag HC' Area (sf) HC x Area walls, assume HC=1.0 unless calculations are provided; for all other walls, use 11. A . 1 1. •t ■•Hl: Envelope Summary (back) t ..t ....= .•tt� .,t.: gut Climate ,Zone 2 ENV -SUM 2008 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems Including gas, solid fuel, oil, and pmpane space heating systems and those systems listed in the exception to electric resistance. (continued at right) 4-N N All Insulation Installed? Below Grd Wall (ext) R -12 Below Grd Wall (int wd) R -19 Below Grd Wall (int mtl) R13 +R3.8d Roof Over Attic R -38 All Other Roof R -25 Raised Floor Slab -On -Grade Radiant Floor Opaque Door 0J R -21 R -10 R -10 U -0.60 Yes AG Mass Wall Insulation Req. Mass Wall U0.123/R7.6d CMU Block U0.123/R7.6d Wood Frame R19 Metal Framed R13 +r3.8ci N Yes Glazing Criteria Met? Glazing Vert 011 Area % UVaI UVaI SHGC 0-30% 0.55 0.70 0.45 30-45% 0.45 0.60 0.40 >45% Not Allowed Component Performance, p. Systems Analysis, or EnvStd Required Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W/ft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Yes Prescriptive Yes Path Allowed Yes Glazing Criteria Met? Glazing Vert OH Area % UVaI UVaI SHGC 0-30% 0.40 0.60 0.40 >30 Not Allowed Totals Area weighted HC: divide total of (HC x area) by Total Area b All Insulation Installed? Wood Metal Below Grd Wall (ext) R -12 R -12 Below Grd Wall (oth) R -24 U -0.044 Roof Over Attic R-38 U -0.031 All Other Roof R-30 U -0.034 Raised Floor Slab-On -Grade Radiant Floor Opaque Door R -30 U -0.029 R -10 R -10 R -10 R -10 U -0.60 U -0.60 L Yes Revised July 2007 No— No-r AG Mass Wall Insulation Req. Mass Wall U0.123/R7.6d CMU Block U0.123/R7.6d Wood Frame R24 Metal Framed U0.044 Section 1009. Costco Tukwila Optical Lab Addition Site Civil Cost Estimate Prepared By: Bush, Roed and Hitchings, Inc 1/16/2009 2 Item Quantity I Unit Unit Price Total Price Mobilization 1 ] LS $1,800.00 Saw-Cut Existing A.C. Pavement 2251 LF $3.00 3 Excavation Incl. Haul 4 Construction Surveying 5 Cement Conc. Traffic Curb 6 Crush. Surf. Top Course (sidewalk subgrade) 1 LS $2,000.00 $2,000.00 1 LS $800.00 $800.00 180 LF $10.00 $1,800.00 16 TON _ $20.00 $320.00 _ . 7 ;Cement Concrete Sidewalk 80 SY $50.00 $4,000.00 8 I HMA Cl. 0.5", PG 64-22 1 23 TON $150.00 $3,450.00 ------------- 9 12" Topsoil 2 CY 10 16-inch PVC Roof Drain 170 LF 11 Connect to Existing Catch Basin 1; LS $500.00: $500.00 I Grand Total: I $17,995.00 I I $50.00 $100.00 $15.00' $2,550.00 S.n - - "WAS --- • esi■ E evusci,:: $1,800.00 $675.00 3119e -•;:),/... •4:•• <,:r1 '0 A 1 e• / • // it rgt et"- REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 0 2009 City of Tukwila BUILDING DivisinN I CORRECTION LTR# Das 40.)A 1 Costco Optical - Tukwila Concept Architecture, LLC - 425.377.8786 2/5/2009 Chemicals in use. Name RD -207 OS -343 P -205 CR -2020 CH -201 QRTZ -111 HY -020 I PS -407 IP-498 IHCS -512 I HC -573 Summary Material Total Allowable Total Proposed Properties Irritant Flammable, Irritant Corrosive Safe Safe Safe Safe Flammable, Irritant Flammable, Irritant Flammable, Inhalation Inhalation, Irritant Combustible 200 gallons 55 gal okay Quantity 2 -55 gal. drum 55 gal. drum 4 -55 gal. drums 55 gal. drum Box Pellets Box Pellets 10 gal. 2 gal. 20 gal. 10 gal. Flamable 240 gal 97 gal okay Location Addition Addition Addition Addition NR Lab NR Lab NR Lab A/R Lab Corrosive 1000 gal 330 gal. okay Notes: *- Another 100% allowable increase for approved storage cabinets, day boxes, gas cabinetrs, P Permit No Plan mew approval is subject to errors a h e�roval of Construction d lnd omissions. rotation f _ ,,,, ,� occ.,rraa,,tp IBC Classifi@h V A�lb:$Q�ed Storage �akile)f Possible Corrosive 500 gal ( +500gaI sprklr) 307.1(2) Class II Combustible Possible Corrosive Not Hazardous r Not Hazardous Not Hazardous Not Hazardous Class 1B Flammable Liq. Class 1C Flammable Liq. Class 1B Flammable Liq. Class 1C Flammable Liq. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2009 City of Tukwila ZGLISIMly INCOMPLETE CORRECTION Wk . LTR# lTR# •• PILE COPY 100 gal ( +100 gal sprklr)* 307.1(1) 500 gal ( +500gal sprklr) 307.1(2) 120 Gal ( +sprinkler incr.)* 307.1(1) 120 Gal ( +sprinkler incr.)* 307.1(1) 120 Gal ( +sprinkler incr.)* 307.1(1) 120 Gal ( +sprinkler incr.)* 307.1(1) CITY nVKLA FEB 0 6 wring PERMIT CENTER (ASIdnCoMad OSMnAbaorpHon I$ErsCorrmct (�Inheletim Qirrpestlon Route d Erdry b ��� 4 CITY R SV wYOvervbwl JAN 2 0 ,WHMS Symbol., x Health - 2. - 0. Reactivity e°ERR pcmontld Hea th Eitaola! Eyes - Flush immediately, seek medical aid. Skin - Wash immediately with plenty of water. Remove contaminated clothing Ingestion - Do not induce vomiting. Give large amounts of water or milk, if available. Predict Identifier P -205 (WHMSCIaedfca io. j Corrosive Liquid OWNmnber Product uas Eye Glass Cleaner W Wec0402 MmudmLw /e Hama Sunland Chemical & Research Corp Supontlafe Hems 9: I Coat Company , 1X '' S restAddrsse 5447 San Fernando Rd. W. StreetAddrsas .12020 Mora Drive Sodium Hydroxide Soln. my Los Angeles Prodnco CA ay Santa Fe Springs Province CA Sodium Phosphate, PoatalCode 90039 EmeryenoyTekphons 800- 424 -93nn Red Code 9n67n EmergencyTelephaa Rnn- 1112 -262R Tribasic Salt Dale MSDS Papered June 27, 2007 MSDS Prepmsd B, Max Cohen Phone Number 818 -244 -9600 gla domMgrodlenteRuNcMW % OWNmnber LD (apecltyapeclesandt ute) W Wec0402 Glycol Ether DPM 8 -18 34590 -94 -8 N/A N/A Sodium Hydroxide Soln. 5 -12 1310 -73 -2 N/A N/A Sodium Phosphate, -2 ininl -Rq -n ORL —RAT N/A Tribasic Salt _,,5 7400 mg kg escnc«itad Wash with large quantities of water. Remove contaminated clothing. Eye contact Flush immediately with large amounts of water. Seek medical aid. Infre1om N/A blIPAM Give large amounts of water or milk, if available. Seek medical aid. ' MATERIAL SAFETY DATA SHEET — 16 Sections x COAT Making lenses better SECTION 1 — CHEMICAL PRODUCT AND COMPANY IDENTIFICATION SECTION 2 — COMPOSITION /INFORMATION ON INGREDIENTS SECTION 3 — HAZARDS IDENTIFICATION SECTION 4 — FIRST AID MEASURES 57M6 (6/99) SAMPLE FORMAT PROVIDED BY THE WORKERS' COMPENSATION BOARD OF BtRt11SH COLUMBIA Please continue on reverse side ( Optional, not required underWPIMIS I 1 1' LA 2009 64 00 CORRECTION LTR # ___L— E cstae LYMe PInnp Patablished 0ACGHTL.V 0 OSHA PG. OOthrfspedW Speedo EerptrreAsp Consols (such as t>e ertclasedP+oaase) The with adequate ventilation. Mechanical ventilation may be needed where open areas are not available. M np ftW eemerds xppp container closed. Store in cool, :dry place. pompom vrotec>He Esiotmsrit 11 Gores ® Respirator ® Eye 0 Sedum 0 C)othhw 0 other Uohedmd, pteaaoapeottytyp• Use rubber gloves; if mist is present use NIOSH approved respirator; use chemical goggles and face shield. %shooedrC)and Method N/A s HandIn Pioc,dt nand ERubmeM nn not gPt into eyes, on skin or clothing. Do not take internally. Use with adequate ventilation. Wear splash goggles, face shield, rubber glnvps and protective clothing. M np ftW eemerds xppp container closed. Store in cool, :dry place. Mamm"x'otim Product is not combustible, Use water spray, in area 'stored. foam or carbon dioxide Ramiestle Ityaa. mism dchoorddor e9 Mamm"x'otim Product is not combustible, Use water spray, in area 'stored. foam or carbon dioxide %shooedrC)and Method N/A U ivFIammat* Wnk(% byvnlume) N/A tower Flmnmede Umtt(S5byvdume) N/A lion Teemeraturo( ° C) N/A Etybebn MOO — SeneithitytoImpact N/A Explosion O a— SeneitMLyn$htioDochmge N/A Ha=mdmo ComixAm Products None NFu Product ldentifer 1 SECTION 5 — FIRE FIGHTING MEASURES SECTION 6 — ACCIDENTAL RELEASE MEASURES Leekand Spill Pioceduies Contain leak or spill. Large spills can be removed by vacuum truck. Neutralize remaining material slowly with very dilute acid being very careful. Too strong of acids can cause explosive reaction. Plush area se m& to G du regulations. _2_ SECTION 8 — EXPOSURE CONTROL / PERSONAL PROTECTION Optional, not required under WHMIS 1 ERededWeExposoie The use of this product without protection can cause burns to the exposed areas. hroonmatl6fOb.ehOhno sukoboaa Xhm ONo EGesesd Chionb Expoawe If material is not washed off, severe burns can result. Vanour OnonN(ea - 1) W oir presame(= (=ft) React)db and under whetawaked? Will react with strong acid solutions. witememedie sans.n,u Resd+esorySenn tradon N/A Cachop slot -INFiC N/A Caicboaenidly -ACGIH N/A RoproduothoTo4oly N/A Teretaaenbiy N/A Embrycsndch N/A muteafticiti N/A Named8yaewstio rmu WEuds Chspical %WIN ®Ye• (7 No 0 no, urdrwtdohconditions? hroonmatl6fOb.ehOhno sukoboaa Xhm ONo u which errst Strong acids Vanour OnonN(ea - 1) W oir presame(= (=ft) React)db and under whetawaked? Will react with strong acid solutions. Eideno PmM(°C) Hamadous Dsoompoaidon P ro:bats None pH 12.0 PhY51021 SNIP Liquid OrtarandAp�ereeos Odour Threshold(pom) t3,eeinoGmey 1.04 Vanour OnonN(ea - 1) W oir presame(= (=ft) emp ationRffie N/A Eideno PmM(°C) Feedna PbW (-C) pH 12.0 Coefflci.MdNteter /OUDmtrmulbn (So iJA0NInWMal Complete Product Identifier 1 SECTION 9 — PHYSICAL AND CHEMICAL PROPERTIES SECTION 10 — STABILITY AND REACTIVITY -3- SECTION 11— TOXICOLOGICAL INFORMATION ( Optional, not required under WNM1S I Please continue on reverse side soeekroitorw + DOT: Corrosive liquid, N.O.S., (Sodium Hydroxide, Dipropylene Glycol), 8, PIN METIN UN1760, PG111 loo This product hes been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the intonation required by CPR. roan PAIN KAN MNM18 C{mneAm] Corrosive liquid DWAN METIN MM This product hes been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all of the intonation required by CPR. Product Identifier 1 SECTION 12 — ECOLOGICAL INFORMATION musocuicm No data available. SECTION 13 — DISPOSAL CONSIDERATIONS —4— whim The material from cleaning up a spill of this material may be hazardous waste and may be subiect to specific regulations. Contact local aovern- ment agency for proper disposal methods in your area. • TRANSPORT INFORMATION • REGULATORY INFORMATION SECTION 18 ...OTHER INFORMATION ( Optional not required underWHMiS 3. HEALTH HAZARD DATA Health intensive actions In case of inhalation of probable small fragments can cause irritations of the first respiratory tract. Health chronic actions Silica is the chief cause of pulmonary dust disease. The prolonged inhalation of dusts containing free silica may result in the development of a disabling, pulmonary fibrosis known as silicosis. The action of crystalline silica on the Refer to Dangerous Properties lungs results in the production of a diffuse, nodular fibrosis in which the of Industrial Materials, 8th parenchyma and the lymphatic systems are involved. This fibrosis is, to a edition certain extent, progressive, and may continue to increase for several years after exposure is terminated. The first and most common symptom is shortness of breath. Further progress of the disease results in marked fatigue, extreme dyspnea and cyanosis, Toss of appetite, pleuritic pain and total incapacity to work. If tuberculosis does not supervene, the condition may eventually cause death either from cardiac failure or from destruction of lung tissue. 4. FIRST AID PROCEDURES Overexposure's symptoms Inhalation May cause moderate respiratory irritation Contact with skin May cause abrasive irritation Contact with eyes May cause abrasive irritation. Ingestion No health effects recorded First aid Inhalation If inhaled, move victim to fresh air. Contact with skin Promptly wash skin with plenty of soap and water. Contact with eyes Flush eyes with water for atleast 15 minutes. Ingestion No health effects recorded. 1. IDENTIFICATION OF PRODUCT AND MANUFACTURER Product name QRTZ -111 Application Quarts Manufacturer's name I -Coat Company LLC 2. COMPOSITION DATA Composition Substances % CAS Number Formula Silica -fused 0 -100 60676 -86 -0 Si02 l Effective' II/10/07 • 1 a COAT Making lenses better QRTZ -111 MSDS 8. PERSONAL PROTECTIVE EQUIPMENT ACGIH TLV Silica, fused .Img/m3 Personal protective equipment General advice None. Respiratory protection Wear masks with protective filter for inorganic dust. NIOSH approved respirator. Hand protection Wear protection gloves. Eye protection Wear chemical goggles. Skin protection Not necessary, although covering skin with long clothing may prevent abrasion. 6. SPILL OR LEAK PROCEDURES Personal precautions Wear chemical goggles, protective gloves and masks with protective filter for inorganic dust. Ecological precautions Do not let polluted waters into sewers and waterways. In case of spillage Sweep up with mechanical items and put in appropiate containers. 7. HANDLING AND STORAGE Handling The regulations for handling chemicals have to be adhered to. Storage The usual hygenical and safety measures have to be adhered to. Do not store nearby incompatible materials. Avoid protracted exposure to air. Store in ermetic containers. 1 Effective. 1 1/10/07 COAT Making lenses better Further informations None. 5. FIRE- FIGHTING MEASURES Non - flammable. Use suitable extinguishing media for surrounding materials and type of fire. Silicon Dioxide is completely oxidized and will not burn. 2 QRTZ -111 MSDS 9. CHEMICAL AND PHYSICAL PROPERTIES Form Solid. Colour crystalline Odour None Boiling point 2230.00 C (4046.0 F) Flame point N.A. Explosive properties N.A. Flammable properties Non - flammable Vapor pressure No data Specific gravity 2.65 gm/cc pH No data Melting point 1610.00 C (2930.0 F)- 1710.00 C (3110.0 F) Autoignition N.A. Solubility in water Not soluble in water. Soluble in hydrofluoric acid. 10. REACTIVITY DATA Hazard conditions Stable material. Avoid contact with incompatible materials. Incompatible materials Hydrofluoric Acid. May emit silicon tetrafluoride. Hazardous decomposition products None. 11. TOXICOLOGICAL DATA Acute toxicity Not available research or experimental data in relation with the product. Epidemiology Not available research or experimental data in relation with the product. Toxicology Not available research or experimental data in relation with the product. Effective 11/10/07 a COAT Making lenses better 3 QRTZ -111 MSDS 15. LABEL AND REGULAMENTATION Label R- phrases S- phrases Effective: 11/10/07 14. TRANSPORT INFORMATIONS Use precautions provided for by the dispositions ADR/RID. FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: CHEM -TREC 1- 800 - 434 -9300 COAT Making lenses better 12. ECOLOGICAL INFORMATIONS L Do not let polluted waters into sewers and waterways. 13. WASTE DISPOSAL Run waste -goods with observance of the law in force. 16. FURTHER INFORMATIONS This informations are based on the current situation of our knowledge. They are set down to describe our products in view of safety requirements and not to ensure specific properties of them. *I -COAT PROPRIETARY AND CONFIDENTIAL. THE INFORMATION CONTAINED IS THE SOLE PROPERTY OF I -COAT COMPANY LLC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF I -COAT COMPANY LLC IS PROHIBITED. 4 QRTZ -111 MSDS Rout, d Emry 1:! do Centaet O swn,w3c. ddn aEve Careen D leesience 3$moea ee (Emeanna?°Arvsr,i pvpo.us %medal ti Health - 2. Fire - 0. Reactivity (Pbterch Headherecrai Eves - Flush immediately. seek medical aid. Skin - Wash immediately with plenty of water. Remove contaminated clothing Ingestion - Do not induce vomiting. Give large amounts of water or milk, if available. Rn 2QZ Corrosive Liquid Productt ae Eve Glass Cleaner Manufaetunrs Name Sunland Chemical & Research Corp Sunoie,s gams I Coat Company Shestedtease 5447 San Fernando Rd. W. Shy* nddams 12020 Mora Drive Car Los Angeles Pf .1n CA CI, I Pie Santa Fe Springs (CA Peea Coal 90039 Emsrgeney rebahoss 800- 474 -9100 PastalCode 90630 Emeioency Tdeehane R00- 1417 -767R at. Ms0.S Pesosied June 27, 2007 MSCS Premed 8y Max Cohen Phone Number 818 -244 -9600 Maserdoue Ingredients /speclAW I % ! I CAS Number LD or Ingredient (specly species and rowel 1 LC., of Ingredient I ispedy species! Glycol Ether DPM 18 -18 } 134590 -94 -8 1 N/A 1 N/A Sodium Hydroxide Soln.I5 -12 !1310 -73 -2 N/A 1N /A Sodium Phosphate, Ls -7 (10101 —R9 -tl nRL —RAT IN /A Tribasic Salt ( I 7400 mg kg I i 1 SwnCdt Wash with large quantities of water. Remove contaminated clothing. Eye Contact Flush immediately with large amounts of water. Seek medical aid. mnaw«, N/A was Givg large amounts of water or milk. if available. Seek medical aid. MATERIAL SAFETY DATA SHEET — 16 Sections COAT SECTION 1 — CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Making lenses better SECTION 2 — COMPOSITION /INFORMATION ON INGREDIENTS SECTION 3 — HAZARDS IDENTIFICATION SECTION 4 — FIRST AID MEASURES 57b16 (8/99) ONBOARD OP BRITISH COLUMBIA (CRtIcnar, not required unUerWHMWS Please continue on reverse side emoews umee A7nnP Patablished 0 AG°'Hnv O osHAPa O omod owiw with adequate ventilation. Wear splash goggles, face shield, rubber Swab Enemata Connote ( suchasvoeW lation.enclosodtxoaasa) TTse with adequate ventilation. Mechanical ventilation may be needed Sam*, ReauWaments xp¢p container closed. Store in cool,' dry place. where open areas are not available. tower Rammed* Unit(:5 byudume) N/A Aulbipnidon Tempora us ( °C) N/A Ex osion Data — SenaitMt tmeact N/A Pemem safeties Equipment CK t;lems SJ Rppbator ® Eye 0 Faonaear 0 Ctdhtng 0 Other HazartiousCombuadon Pioducta None 0cnectmQ pknest7ace)rtype Use rubber gloves; if mist is present use NIOSH approved respirator; use chemical goggles and face shield. Hand mProcedcresandEauinmerd no not get into eyes. on skin or clothing. Do not take internally. Use with adequate ventilation. Wear splash goggles, face shield, rubber (pnvps and protective clothing. Sam*, ReauWaments xp¢p container closed. Store in cool,' dry place. Wow Fammahla Unit by wimp ) N/A tower Rammed* Unit(:5 byudume) N/A Aulbipnidon Tempora us ( °C) N/A Flamambte OYea Mao e yes, underwalchcord>dona, MeansdEdirwtlon in area 'stored. Product is not combustible. Use water spray, foam or carbon dioxide Flashpofntl'C) and Method N/A Wow Fammahla Unit by wimp ) N/A tower Rammed* Unit(:5 byudume) N/A Aulbipnidon Tempora us ( °C) N/A Ex osion Data — SenaitMt tmeact N/A Ex io ac r Oats — Senselrf Static Otactur N/A HazartiousCombuadon Pioducta None wFJ Product Identifier 1 SECTION S — FIRE FIGHTING MEASURES -2- SECTION 6 — ACCIDENTAL RELEASE MEASURES Ufa and Soil Procedures Contain leak or spill. Large spills can be removed by vacuum truck. Neutralize remaining material slowly with very dilute acid being very careful. Too strong of acids can cause explosive reaction. Flush area SeL"'rsg& aG STORAG; regulations. SECTION 8 — EXPOSURE CONTROL J PERSONAL PROTECTION ( Optional. not moiled under WHMIS J Effects of Am* Enos= The use of this product without protection can cause burns to the exposed areas. 11 no. undervNirhaond3bns9 ESeded Chrome Ermeurs If material is not washed off, severe burns can result. O"'° Ifyeawhbhmea? Strong acids EvamratbnRats N/A Witsncy of Product SNn Sensittrattoe ReaptMoa Senaihratbn N/A Card+opsnk8y -W C N/A CaMmoenicuy —WAN N/A ftepoduc9ie ra defy N/A rerffisexucdy N/A EtnbOib N/A Mumgenicity N/A None o Syser t c Prodxte/Eflecm Chemical St , Caves 0 No OdoarendAm grans 11 no. undervNirhaond3bns9 ImormatiRmMOberSWAmm 33xes O"'° Ifyeawhbhmea? Strong acids EvamratbnRats N/A 8dJn Pabt(C) Freezing kilo WC) p 12.0 Reacdviq, and under whetconditiona? Will react with strong acid solutions. (Solubility in Water) Complete Hata•dousoecompoaJbnProducts None Phyeicalaft Liquid OdoarendAm grans OdowTreahcd(pom► Speak)Cvaty 1.04 ltapourOe sly(ar.1) Vapour Presses (mmHe) EvamratbnRats N/A 8dJn Pabt(C) Freezing kilo WC) p 12.0 CasWciont of Wrier /Oil oia utlon (Solubility in Water) Complete Product identifier 1 SECTION 9 — PHYSICAL AND CHEMICAL PROPERTIES SECTION 10 — STABILITY AND REACTIVITY SECTION 11 — TOXICOLOGICAL INFORMATION Optional, not required unser 1 -3- Please continue on reverse side soxwmuco:ro*nbmn DOT: Corrosive liquid, N.O.S., (Sodium Hydroxide, Dipropylene Glycol), 8, PiN UN1760, PG111 TOO loan Iwol KAol IWr'immoutistlicaMw+) Corrosive liquid IOSHAI (SERA( (rsCAI This product has been classified in accordance with the hazard crfteria of the Controlled Products Regulations (CPR) and the MSGS contains all of the information required by CPR. I Product Identifier 1 SECTION 12 • ECOLOGICAL INFORMATION -a- Wuam TQ cdyJ No data available. SECTION 13 • DISPOSAL CONSIDERATIONS Noma Mooaal The material from cleaning up a spill of this material may be hazardous waste and may be subiect to specific regulations. Contact local aovern- ment agency for proper disposal methods in your area. SECTION 14 • TRANSPORT INFORMATION SECTION 13 • REGULATORY INFORMATION SECTION 16 • OTHER INFORMATION (Optional, not n;!qulred under WHAMS I 4. FIRST AID PROCEDURES Overexposure's symptoms Inhalation May cause moderate respiratory irritation Contact with skin May cause irritation Contact with eyes May cause irritation. Ingestion No acute or chronic health effects recorded. First aid Inhalation If inhaled, move victim to fresh air. Give oxygen if breathing is difficult and seek medical attention. Contact with skin Promptly wash skin with plenty of soap and water. Seek medical attention if symptoms persist. Contact with eyes Flush eyes with water for atleast 15 minutes. Seek medical attention if symptoms persist. Ingestion Give 1 -2 glasses of milk or water and induce vomiting. Seek medical attention. Never induce vomiting or give anything by mouth to an unconscious person. Further informations None. 3. HEALTH HAZARD DATA Health intensive actions Dust inhalation may cause irritation to the upper respiratory tract and mucous membranes. Prolonged contact to the skin and eyes may cause irritation. Health chronic actions May cause slight lesions in the lungs, lung fibrosis, bronchitis and emphysema. 2. COMPOSITION DATA Composition Substances % CAS Number Formula Titanium oxide 0 - 100 12065 - 65 - 5 Ti305 1. IDENTIFICATION OF PRODUCT AND MANUFACTURER Product name TI - 700 Application Titanium Manufacturer's name I - Coat Company LLC '1 Effective: 11/10/07 1 %.. COAT Making lenses better TI -700 MSDS 8. PERSONAL PROTECTIVE EQUIPMENT ACGIH TLV NE Personal protective equipment General advice None. Respiratory protection Wear masks with protective filter for inorganic dust. NIOSH approved respirator. Hand protection Wear protection gloves. Eye protection Wear chemical goggles. Skin protection Not necessary, although covering skin with long clothing may prevent abrasion. 6. SPILL OR LEAK PROCEDURES Personal precautions Wear chemical goggles, protective gloves and masks with protective filter for inorganic dust. Ecological precautions Do not let polluted waters into sewers and waterways. In case of spillage Sweep up with mechanical items and put in appropiate containers. 7. HANDLING AND STORAGE Handling The regulations for handling chemicals have to be adhered to. Storage The usual hygenical and safety measures have to be adhered to. Do not store nearby incompatible materials. Avoid protracted exposure to air. Store in ermetic containers. • Effective• 11/10/07 COAT Making lenses better 5. FIRE- FIGHTING MEASURES Non - flammable. Use suitable extinguishing media for surrounding materials and type of fire. May generate toxic fumes if involved in a fire. 2 TI -700 MSDS 9. CHEMICAL AND PHYSICAL PROPERTIES Form Solid. Colour Graphite Black Odour None Boiling point N.A. Flame point N.A. Explosive properties N.A. Flammable properties Non - flammable Vapor pressure No data Specific gravity No data pH No data Melting point N.A. Autoignition N.A. Solubility in water No data 10. REACTIVITY DATA Hazard conditions Stable material. Incompatible materials None recorded. Hazardous decomposition products None recorded. 11. TOXICOLOGICAL DATA Acute toxicity Not available research or experimental data in relation with the product. Epidemiology Not available research or experimental data in relation with the product. Toxicology Not available research or experimental data in relation with the product. Effective 11/10/07 COAT Making lenses better 3 TI -700 MSDS 15. LABEL AND REGULAMENTATION Label R- phrases S- phrases J • • Effective 11/10/07 COAT Making lenses better 12. ECOLOGICAL INFORMATIONS Do not let polluted waters into sewers and waterways. 13. WASTE DISPOSAL Run waste - goods with observance of the law in force. 14. TRANSPORT INFORMATIONS Use precautions provided for by the dispositions ADR/RID. 16. FURTHER INFORMATIONS This informations are based on the current situation of our knowledge. They are set down to describe our products in view of safety requirements and not to ensure specific properties of them. FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: CHEM -TREC 1- 800 - 434 -9300 *I -COAT PROPRIETARY AND CONFIDENTIAL. THE INFORMATION CONTAINED IS THE SOLE PROPERTY OF I -COAT COMPANY LLC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF I -COAT COMPANY LLC IS PROHIBITED. 4 TI -700 MSDS Name EC No. ;;AS -No. Content Classification 1- METHOXY -2- PROPANOL 203 -539 -1 107 -98 -2 10 -30% R10 ETHANOL 200 -578 -6 64 -17 -5 60 -100% F; R11 ISOBUTYL METHYL KETONE 203 -550 -1 108 -10 -1 < 1% F; R11 Xn; R20 Xi; R36/37 R66 METHANOL 200 -659 -6 67 -56-1 1 -5% F; RI1 T; R23/24/25, R39/23/24/25 PROPAN -2 -OL 200 -661 -7 67 -63-0 5 -10% F; R11 Xi; R36 R67 Effective' 11/10/07 1 IDENTIFICATION OF THE SUBSTANCE/PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME IHCS -512 PART NUMBER 3- 928 -512 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel: (800) 424 -9300 Fax: (714) 939 -8330 Contact Allen Guest 2 GOMPOSITIONnNEORMATION `ON`INGREDIENTS The Full Text for all R- Phrases are Displayed in Section 16 3 HAZARDS IDENTIFICATION Highly flammable. Harmful by inhalation, in contact with skin and if swallowed. Harmful: possible risk of irreversible effects through inhalation, in contact with skin and if swallowed. CLASSIFICATION Xn; R20/21/22, R68/20/21/22. F; R11. 4 FIRST- AID`MEASURES INHALATION Move the exposed person to fresh air at once. Provide rest, warmth and fresh air. Get medical attention if any discomfort continues. When breathing is difficult, properly trained personnel may assist affected person by administering oxygen. Perform artificial respiration if breathing has stopped. Keep the affected person warm and at rest. Get prompt medical attention. INGESTION DO NOT INDUCE VOMITING! NEVER MAKE AN UNCONSCIOUS PERSON VOMIT OR DRINK FLUIDS! Remove victim immediately from source of exposure. Drink plenty of water. Get medical attention immediately! Provide rest, warmth and fresh air. SKIN CONTACT Remove affected person from source of contamination. Remove contaminated clothing. Wash the skin immediately with soap and water. Get medical attention promptly if symptoms occur after washing. NOTE! Effects may be delayed. Keep affected person under observation. EYE CONTACT Remove victim immediately from source of exposure. Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Continue to rinse for at least 15 minutes and get medical attention. S <FIRE=FIGHTINGVEASURES EXTINGUISHING MEDIA Extinguish with alcohol- resistant foam, carbon dioxide, dry powder or water fog. MATERIAL SAFETY DATA SHEET IHCS -512 COAT Making lenses better 1 IHCS -512 MSDS Name Std LT - ppm LT - mg /m3 ST - ppm ST - mg/m3 METHANOL OES 200 ppm (Sk) 266 mg /m3 (Sk) 250 ppm (Sk) 333 mg /m3 (Sk) ETHANOL OES 1000 ppm 1920 mg /m3 PROPAN -2 -OL OES 400 ppm 999 mg /m3 500 ppm 1250 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) ISOBUTYL METHYL KETONE OES 50 ppm (Sk) 208 mg /m3 (Sk) 100 ppm (Sk) 416 mg /m3 (Sk) 1 Effective: 11/10/07 SPECIAL FIRE FIGHTING PROCEDURES Making lenses better Avoid breathing fire vapors. Keep up -wind to avoid fumes. Containers close to fire should be removed immediately or cooled with water. Keep run -off water out of sewers and water sources. Dike for water control. Avoid water in straight hose stream; will scatter and spread fire. UNUSUAL FIRE & EXPLOSION HAZARDS May travel considerable distance to source of ignition and flash back. SPECIFIC HAZARDS By heating and fire, harmful vapors/gases may be formed. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6:ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet. ENVIRONMENTAL PRECAUTIONS Do not allow to enter drains, sewers or watercourses. SPILL CLEAN UP METHODS Wear necessary protective equipment. Stop leak if possible without risk. DO NOT touch spilled material! Extinguish all ignition sources. Avoid sparks, flames, heat and smoking. Ventilate. Absorb in vermiculite, dry sand or earth and place into containers. Do not contaminate water sources or sewer. Ensure that waste and contaminated materials are collected and removed from the work area as soon as possible in a suitably labeled container 7 HANDLINGAND.STORAGE IHCS - 512 8 EXPOSURE CONTROLS /PERSONAL PROTECTION COAT USAGE PRECAUTIONS Avoid spilling, skin and eye contact. Ventilate well, avoid breathing vapors. Use approved respirator if air contamination is above accepted level. Keep away from heat, sparks and open flame. Static electricity and formation of sparks must be prevented. STORAGE PRECAUTIONS Store in tightly closed original container in a cool, dry well - ventilated place. Keep in original container. Ground container and transfer equipment to eliminate static electric sparks. STORAGE CLASS Flammable liquid storage. INGREDIENT COMMENTS MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT ENGINEERING MEASURES Provide adequate general and local exhaust ventilation. RESPIRATORY EQUIPMENT No specific recommendation made, but respiratory protection must be used if the general level exceeds the Recommended Occupational Exposure Limit 2 IHCS -512 MSDS Effective 11/10/07 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Colorless ODOUR Solvent. RELATIVE DENSITY 0.81 g /ml (d 25 C 10 STABILITY AND REACTIVITY 11.110XIDOLOG..I, AL,.INFORMATION . 12• ECOLOGICAL INFORMATION 1 CONSIDERATIONS IHCS-51 2 COAT HAND PROTECTION Making lenses better Use protective gloves. The most suitable glove must be chosen in consultation with the gloves supplier, who can inform about the breakthrough time of the glove material. EYE PROTECTION Wear approved safety goggles. OTHER PROTECTION Wear appropriate clothing to prevent any possibility of liquid contact and repeated or prolonged vapor contact. HYGIENE MEASURES DO NOT SMOKE IN WORK AREA! Wash at the end of each work shift and before eating, smoking and using the toilet. Promptly remove any clothing that becomes contaminated. Wash promptly with soap & water if skin becomes contaminated. Use appropriate skin cream to prevent drying of skin. When using do not eat, drink or smoke. FLASH POINT ( °C) STABILITY Stable under normal temperature conditions. CONDITIONS TO AVOID Avoid heat. flames and other sources of ignition. Avoid contact with: Oxidizing materials. HAZARDOUS DECOMPOSITION PRODUCTS Fire creates: Toxic gases/vapors/fumes of: Carbon monoxide (CO). Carbon dioxide (CO2). TOXICOLOGICAL INFORMATION No data recorded. INHALATION Harmful by inhalation. Harmful: possible risk of irreversible effects through inhalation. INGESTION Harmful if swallowed. Harmful: possible risk of irreversible effects if swallowed. SKIN CONTACT Harmful in contact with skin. Harmful: possible risk of irreversible effects in contact with skin. EYE CONTACT May cause severe irritation to eyes. HEALTH WARNINGS INHALATION. Prolonged inhalation of high concentrations may damage respiratory system. SKIN CONTACT. Acts as a defatting agent on skin. May cause cracking of skin, and eczema. Prolonged or repeated exposure may cause severe irritation. EYE CONTACT. May cause severe irritation to eyes. INGESTION. The product causes irritation of mucous membranes and may cause abdominal discomfort if swallowed. TARGET ORGANS Skin. Eyes. Respiratory system, lungs. 19C/66.2F Sh CC (Setaflash closed cup). ECOTOXICITY No negative effects on the aquatic environment are known. The product components are not classified as environmentally hazardous. However, this does not exclude the possibility that large or frequent spills can have a harmful or damaging effect on the environment. 3 IHCS -512 MSDS Effective. 11/10/07 DISPOSAL METHODS Dispose of waste and residues in accordance with local authority requirements. 14 TRANSPORT INFORMATION UK ROAD CLASS PROPER SHIPPING NAME UN NO. ROAD ADR CLASS NO. ADR PACK GROUP HAZARD No. (ADR) 33 HAZCHEM CODE 2YE RID CLASS NO. 3 UN NO. SEA 1170 IMDG PAGE NO. 3 EMS F -E, S -D MARINE POLLUTANT No. ICAO CLASS 3 15 REGULATORY INFORMATION LABELLING CONTAINS RISK PHRASES SAFETY PHRASES 16.0THER.INFORMATION' 3 ETHANOL (ETHYL ALCOHOL) or ETHANOL SOLUTION (ETHYL ALCOHOL SOLUTION) 1170 3 II Harmful METHANOL IHCS -512 Highly Flammable UK ROAD PACK GR. 11 ADR CLASS Class 3: Flammable liquids. HAZARD NO. (ADR) 33 Highly flammable liquid (flash -point below 23 °C). 3 ADR LABEL NO. CEFIC TEC(R) NO. RID PACK GROUP IMDG CLASS IMDG PACK GR. MFAG UN NO. AIR AIR PACK GR. R11 Highly flammable. R20/21/22 Harmful by inhalation, in contact with skin and if swallowed. R68/20/21/22 Harmful: possible risk of irreversible effects through inhalation, in contact with skin and if swallowed. S9 Keep container in a well - ventilated place. S16 Keep away from sources of ignition - No smoking. S51 Use only in well - ventilated areas. S36/37 Wear suitable protective clothing and gloves. S60 This material and its container must be disposed of as hazardous waste. STATUTORY INSTRUMENTS Chemicals (Hazard Information and Packaging) Regulations. APPROVED CODE OF PRACTICE Classification and Labeling of Substances and Preparations Dangerous for Supply. GUIDANCE NOTES Occupational Exposure Limits EH40. Introduction to Local Exhaust Ventilation HS (G) 37. CHIP for everyone HSG (108). 30GF1 -III II 3 II See Guide 1170 II COAT Making lenses better 4 IHCS -512 MSDS Effective. 11/10/07 DATE 11/16/07 IHCS -512 RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable. R20 Harmful by inhalation. R23/24/25 Toxic by inhalation, in contact with skin and if swallowed. R36 Irritating to eyes. R36137 Irritating to eyes and respiratory system. R39/23/24/25 Toxic: danger of very serious irreversible effects through inhalation, in contact with skin and if swallowed. R66 Repeated exposure may cause skin dryness or cracking. R67 Vapors may cause drowsiness and dizziness. COAT Making lenses better 5 IHCS -512 MSDS Name EC No. •AS -No. Content Classification 1- METHOXY- 2- PROPANOL 203 -539 -1 107 -98 -2 30-60% R10 N- METHYL -2- PYRROLIDONE 212 -828 -1 872 -50-4 1 -5% Xi; R36/38 PROPAN -2 -OL 200 -661 -7 67 -63 -0 10 -30% F; RI1 Xi; R36 R67 Effective: 11/10/07 1 IDENTIFICATION OF THE'SUBSTANCE /PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME IP -498. PART NUMBER 3- 928 -498 SUPPLIER 2 COMPOSITION /INFORMATION ON INGREDIENTS The Full Text for all R- Phrases are Displayed in Section 16 COMPOSITION COMMENTS The Data Shown is in accordance with the latest EC Directives. 3;HAT.IIRIDENTI EICATION. Flammable. Irritating to eyes. Vapors may cause drowsiness and dizziness. CLASSIFICATION Xi; R36. R10, R67. ENVIRONMENT The product is not expected to be hazardous to the environment. PHYSICAL AND CHEMICAL HAZARDS The product is flammable, and heating may generate vapors which may form explosive vapor /air mixtures. HUMAN HEALTH In high concentrations, vapors and spray mists are narcotic and may cause headache, fatigue, dizziness and nausea. Irritating to eyes. 4 FIRST -AID MEASURES SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel: (800) 424 -9300 Fax: (714) 939 -8330 Contact: Allen Guest MATERIAL SAFETY DATA SHEET IP-498 COAT Making lenses better GENERAL INFORMATION General first aid, rest, warmth and fresh air. Do not give victim anything to drink if they are unconscious. Get medical attention if any discomfort continues. INHALATION Place unconscious person on the side in the recovery position and ensure breathing If respiratory problems, artificial respiration /oxygen. Get medical attention if any discomfort continues. INGESTION Immediately rinse mouth and drink plenty of water or milk. Keep person under observation. Do not induce vomiting. If vomiting occurs, keep head low. Transport immediately to hospital and take these instructions. SKIN CONTACT Immediately remove contaminated clothing. Wash off promptly and flush contaminated skin with water. Promptly remove clothing if soaked through and flush skin with water. 1 IP -498 MSDS Name _ Std LT - ppm LT - mg /m3 ST - ppm ST - mg/m3 PROPAN -2 -OL OES 400 ppm 999 mg /m3 500 ppm 1250 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) N- METHYL -2- PYRROLIDONE OES 25 ppm (Sk) 103 mg /m3 (Sk) 75 ppm (Sk) 309 mg /m3 (Sk) Effective 11/10/07 EYE CONTACT Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Get medical attention promptly if symptoms occur after washing. 5 FIRE - FIGHTING MEASURES EXTINGUISHING MEDIA Fire can be extinguished using: Water spray, fog or mist. Foam, carbon dioxide or dry powder. Dry chemicals, sand, dolomite etc. SPECIAL FIRE FIGHTING PROCEDURES Use pressurized air mask if product is involved in a fire. Cool containers exposed to flames with water until well after the fire is out. UNUSUAL FIRE & EXPLOSION HAZARDS Fire causes formation of toxic gases. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6' ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet. ENVIRONMENTAL PRECAUTIONS Spillages or uncontrolled discharges into watercourses must be IMMEDIATELY alerted to the Environmental Agency or other appropriate regulatory body. SPILL CLEAN UP METHODS Keep combustibles away from spilled material. Extinguish all ignition sources. Avoid sparks, flames, heat and smoking. Ventilate. Absorb in vermiculite, dry sand or earth and place into containers. Wash thoroughly after dealing with a spillage. 7 HANDLING ANI STORAGE MEXPOSURE "CONTRQLS!PERSONAL PROTECTION INGREDIENT COMMENTS OES = Occupational Exposure Standard. MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT IP-498 2 COAT Making lenses better USAGE PRECAUTIONS Keep away from heat, sparks and open flame. Avoid spilling, skin and eye contact. Ventilate well, avoid breathing vapors. Use approved respirator if air contamination is above accepted level. STORAGE PRECAUTIONS Flammable/combustible - Keep away from oxidizers, heat and flames. Store in tightly closed original container in a cool, dry well - ventilated place. Keep in original container. Avoid contact with oxidizing agents. STORAGE CLASS Flammable liquid storage. PROCESS CONDITIONS Provide eyewash station. ENGINEERING MEASURES Provide adequate ventilation, including appropriate local extraction, to ensure that the defined occupational exposure limit is not exceeded. All handling to take place in well - ventilated area. IP -498 MSDS Effective• 11/10/07 1 RESPIRATORY EQUIPMENT Making lenses better Wear mask supplied with: Gas cartridge suitable for organic substances. HAND PROTECTION Use protective gloves made of: Neoprene. Nitrile. Rubber (natural, latex). EYE PROTECTION Wear splash -proof eye goggles to prevent any possibility of eye contact. OTHER PROTECTION Wear appropriate clothing to prevent any possibility of skin contact. HYGIENE MEASURES DO NOT SMOKE IN WORK AREAI Wash at the end of each work shift and before eating, smoking and using the toilet. Promptly remove any clothing that becomes contaminated. Use appropriate skin cream to prevent drying of skin. When using do not eat, drink or smoke. 9PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Lightly colored. ODOUR Organic solvents. SOLUBILITY Soluble in water BOILING POINT (°C) 82 C © 760 mm Hg RELATIVE DENSITY 0.914 g /ml © 25 C VAPOUR DENSITY (air -1) 3.9 VOLATILE BY VOL. ( %) 95.5 FLASH POINT (°C) 26C/78.8F Sh CC (Setaflash SOLUBILITY VALUE (g/100g 100 closed H2O (g20 °C) cup). 10 STABILITY-AND REACTIVITY STABILITY No particular stability concems. CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition. Avoid contact with strong oxidizers. HAZARDOUS DECOMPOSITION PRODUCTS Thermal decomposition or combustion may liberate carbon oxides and other toxic gases or vapors. 11 TOXICOLOGICAL INFORMATION GENERAL INFORMATION Prolonged and repeated contact with solvents over a long period may lead to permanent health problems. INHALATION In high concentrations, vapors may irritate throat and respiratory system and cause coughing. INGESTION Gastrointestinal symptoms, including upset stomach. SKIN CONTACT Acts as a defatting agent on skin. May cause cracking of skin, and eczema. EYE CONTACT Irritating and may cause redness and pain. 12 ECOLOGICAL INFORMATION ECOTOXICITY The product is not expected to be hazardous to the environment. 13-0ISPOSAL .CONSIDERATIONS IP-498 )COAT GENERAL INFORMATION Waste to be treated as controlled waste. Disposal to licensed waste disposal site in accordance with local Waste Disposal Authority. DISPOSAL METHODS Dispose of waste and residues in accordance with local authority requirements. Make sure containers are empty before discarding (explosion risk). Absorb in vermiculite or dry sand, dispose in licensed special waste. 3 IP -498 MSDS Effective: 11/10/07 4 Making lenses better 14:TRANRORT;INFORMATIO.N. . UK ROAD CLASS PROPER SHIPPING NAME UN NO. ROAD ADR CLASS NO. ADR PACK GROUP HAZARD No. (ADR) 30 ADR LABEL NO. 3 HAZCHEM CODE 3Y CEFIC TEC(R) NO. 30GF1 -II, 3OGF1 -sp RID CLASS NO. 3 RID PACK GROUP III UN NO. SEA 1866 IMDG CLASS 3 IMDG PAGE NO. 3 IMDG PACK GR. III EMS F -E, S -E MFAG See Guide MARINE POLLUTANT No. UN NO. AIR 1868 ICAO CLASS 3 AIR PACK GR. III 15 REGULATORY INFORMATION LABELLING RISK PHRASES SAFETY PHRASES 16 OTHER'INFORMATION 3 RESIN SOLUTION 1866 3 III Irritant IP-498 R10 Flammable. R36 Irritating to eyes. R67 Vapors may cause drowsiness and dizziness. TO COAT UK ROAD PACK GR. III ADR CLASS Class 3: Flammable liquids. HAZARD NO. (ADR) 30 Flammable liquid (flash -point between 23 °C and 61°C, inclusive or flammable liquid or solid in the molten state with a flash -point above 61°C, heated to a temperature equal to or above its flash - point, or self heating liquid. S25 Avoid contact with eyes. S26 In case of contact with eyes, rinse immediately with plenty of water and seek medical advice. S51 Use only in well - ventilated areas. S60 This material and its container must be disposed of as hazardous waste. NATIONAL REGULATIONS The Chemicals (Hazard Information and Packaging for Supply) Regulations 2002. No. 1689. Occupational Exposure Limits 2002 (EH40), Supplement 2003 4 IP -498 MSDS Effective 11/10/07 RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable. R36 Irritating to eyes. R36138 Irritating to eyes and skin. R67 Vapors may cause drowsiness and dizziness. IP-498 COAT Making lenses better 5 IP -498 MSDS Name EC No. CAS -No. Content Classification 1- METHOXY -2- PROPANOL 203 -539 -1 107 -98 -2 10-30% R10 PROPAN -2 -OL 200 -661 -7 67 -63-0 60 -100% F; R11 Xi; R36 R67 Effective' 11!10 /07 1 IDENTIFICATION OF THE;SUBSTANCE/PREPARATION AND COMPANY /UNDERTAKING PRODUCT NAME IPS -407 PART NUMBER 3- 928 -407 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel: (800) 424 -9300 Fax: (714) 939 -8330 Contact: Allen Guest 2 COMPOSITION /INFORMATION ON INGREDIENTS The Full Text for all R- Phrases are Displayed in Section 16 COMPOSITION COMMENTS The Data Shown is in accordance with the latest EC Directives. 3 HAZARDS IDENTIFICATION Highly flammable. Irritating to eyes. Vapors may cause drowsiness and dizziness. CLASSIFICATION Xi; R36. F; R11. R67. ENVIRONMENT The product is not expected to be hazardous to the environment. PHYSICAL AND CHEMICAL HAZARDS The product is highly flammable and explosive vapors/air mixtures may be formed even at normal room temperatures. HUMAN HEALTH In high concentrations, vapors and spray mists are narcotic and may cause headache, fatigue, dizziness and nausea. Irritating to eyes. Repeated exposure may cause skin dryness or cracking. 4:FIRST-AI D?MEASURES • • MATERIAL SAFETY DATA SHEET IPS -407 COAT Making lenses better GENERAL INFORMATION General first aid, rest, warmth and fresh air. Do not give victim anything to drink if they are unconscious. Get medical attention if any discomfort continues. INHALATION Place unconscious person on the side in the recovery position and ensure breathing If respiratory problems, artificial respiration /oxygen. Get medical attention if any discomfort continues. INGESTION Immediately rinse mouth and drink plenty of water or milk. Keep person under observation. Do not induce vomiting. If vomiting occurs, keep head low. Transport immediately to hospital and take these instructions. SKIN CONTACT Immediately remove contaminated clothing. Wash off promptly and flush contaminated skin with water. Promptly remove clothing if soaked through and flush skin with water. 1 IPS -407 Name Std LT - ppm LT - mg/m3 ST - ppm ST - mg/m3 PROPAN -2 -OL OES 400 ppm 999 mg /m3 500 ppm 1250 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) ti Effective. 1 1/10/07 EYE CONTACT Making lenses better Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Get medical attention promptly if symptoms occur after washing. 5 FIRE- FIGHTINGMEASURES EXTINGUISHING MEDIA Use: Alcohol resistant foam. Carbon dioxide (CO2). Dry chemicals, sand, dolomite etc. DO NOT use water if avoidable. SPECIAL FIRE FIGHTING PROCEDURES Keep run -off water out of sewers and water sources. Dike for water control. UNUSUAL FIRE & EXPLOSION HAZARDS Fire causes formation of toxic gases. SPECIFIC HAZARDS The product is flammable, and heating may generate vapors which may form explosive vapor /air mixtures. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6 ACCIDENTAL RELEASE MEASURES IPS -407 PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet. ENVIRONMENTAL PRECAUTIONS Do not discharge onto the ground or into water courses. Spillages or uncontrolled discharges into watercourses must be IMMEDIATELY alerted to the Environmental Agency or other appropriate regulatory body. Ensure that waste and contaminated materials are collected and removed from the work area as soon as possible in a suitably labeled container SPILL CLEAN UP METHODS Keep combustibles away from spilled material. Absorb in vermiculite, dry sand or earth and place into containers. Wash contaminated area with water. Wash thoroughly after dealing with a spillage. THANDEING •ANDSTQRAGE USAGE PRECAUTIONS Avoid spilling, skin and eye contact. Do not use contact lenses. Keep away from heat, sparks and open flame. Static electricity and formation of sparks must be prevented. Use explosion proof electric equipment. Eye wash facilities and emergency shower must be available when handling this product. During application and drying, solvent vapors will be emitted. STORAGE PRECAUTIONS Store in tightly closed original container in a cool, dry well - ventilated place. Keep in original container. STORAGE CLASS Flammable liquid storage. 8 EXPOSURE CONTROLSIPERSONAL PROTECTION 0 COAT INGREDIENT COMMENTS OES = Occupational Exposure Standard. MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT PROCESS CONDITIONS Provide eyewash station. 2 IPS -407 Effective 11/10/07 • ENGINEERING MEASURES Making lenses better Provide adequate ventilation, including appropriate local extraction, to ensure that the defined occupational exposure limit is not exceeded. HAND PROTECTION Protective gloves and goggles must be used if there is a risk of direct contact or splash. EYE PROTECTION Contact lenses should not be worn when working with this chemical! Wear approved safety goggles. OTHER PROTECTION Use engineering controls to reduce air contamination to permissible exposure level. Wear appropriate clothing to prevent any possibility of liquid contact and repeated or prolonged vapor contact. Provide eyewash station and safety shower. HYGIENE MEASURES Wash promptly if skin becomes contaminated. Promptly remove non - impervious clothing that becomes contaminated. When using do not eat, drink or smoke. 9 PHYSICAL AND PROPERTIES APPEARANCE Liquid COLOUR Clear ODOUR Organic solvents. SOLUBILITY Slightly soluble in water. PHYSICAL DATA COMMENTS Information given concerns the preparation in actual dilution. Information given concerns the major ingredient. RELATIVE DENSITY 10-STABILITY AND REACTIVITY STABILITY No particular stability concems. CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition. HAZARDOUS DECOMPOSITION PRODUCTS Thermal decomposition or combustion may liberate carbon oxides and other toxic gases or vapors. 11• T INHALATION In high concentrations, vapors may irritate throat and respiratory system and cause coughing. Vapors have a narcotic effect and may cause headache, fatigue, dizziness and nausea. INGESTION Gastrointestinal symptoms, including upset stomach. SKIN CONTACT Repeated exposure may cause skin dryness or cracking. EYE CONTACT Irritating and may cause redness and pain. 12 ECOLOGICAL INFORMATION ECOTOXICITY The product is not expected to be hazardous to the environment. 13?DISPOSAL;CONS,IDERATIONS IPS -407 0.812 g /ml @ 25 C FLASH POINT (°C) ()COAT 17C/62.6F Sh CC (Setaflash closed cup). GENERAL INFORMATION Waste to be treated as controlled waste. Disposal to licensed waste disposal site in accordance with local Waste Disposal Authority. DISPOSAL METHODS Absorb in vermiculite or dry sand, dispose in licensed special waste. Make sure containers are empty before discarding (explosion risk). 3 IPS -407 Effective: 11/10/07 • IPS -407 14 TRANSPORT INFORMATION UK ROAD CLASS 3 PROPER SHIPPING NAME FLAMMABLE LIQUID, N.O.S. (Isopropanol, 1- Methoxy -2- Propanol) UN NO. ROAD 1993 UK ROAD PACK GR. II ADR CLASS NO. 3 ADR CLASS Class 3: Flammable liquids. ADR PACK GROUP II HAZARD NO. (ADR) 33 Highly flammable liquid HAZARD No. (ADR) 33 HAZCHEM CODE 3YE RID CLASS NO. 3 UN NO. SEA 1993 IMDG PAGE NO. 3 EMS F -E, S-E MARINE POLLUTANT No. ICAO CLASS 3 1'S-REGULATORY INFORMATION LABELLING RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION Irritant Highly Flammable R11 Highly flammable. R36 Irritating to eyes. R67 Vapors may cause drowsiness and dizziness. (flash -point below 23 °C). ADR LABEL NO. 3 CEFIC TEC(R) NO. 30GF1 -I +II, 3OGF1 -sp RID PACK GROUP 11 IMDG CLASS 3 IMDG PACK GR. II MFAG See Guide UN NO. AIR 1993 AIR PACK GR. 11 COAT AAnl.inn Inn�n� hn+i nr S9 Keep container in a well - ventilated place. S16 Keep away from sources of ignition - No smoking. S25 Avoid contact with eyes. S26 In case of contact with eyes, rinse immediately with plenty of water and seek medical advice. S51 Use only in well - ventilated areas. S60 This material and its container must be disposed of as hazardous waste. NATIONAL REGULATIONS The Chemicals (Hazard Information and Packaging for Supply) Regulations 2002. No. 1689. Occupational Exposure Limits 2002 (EH40), Supplement 2003 4 IPS -407 Effective 11/10/07 RISK PHRASES IN FULL R10 Flammable. R11 Highly flammable. R36 Irritating to eyes. R67 Vapors may cause drowsiness and dizziness. IPS -407 COAT Making lenses better 5 IPS -407 Health 1 Flammability 2 R eactivity 0 Personal Protection B Prepared by: Regulatory Affairs Dept. MATERIAL SAFETY DATA SHEET (Prepared According to 29 CFR 1910.1200) ' SECTfION 1- PRODUCT IDENTIFICATION AND•SUPPLIER NFORMATION Product Name: Orange Soap 0S -343 Generic Name: n/a Chemical Family: TerpeneSolvent Formula: Proprietary - iCoat Special Blend r Manufacturer's Name Suncoast Research Labs, Inc. Address: 2901 Anvil S.t N. St Petersburg, FL 33710 Phone: (727) 344 -7627 Distributed by: iCoat Company, LLC Address: 12020 Mora Dr Santa Fe Springs, CA 90670 CHEMICAL NAME Citrus Terpenes Surfactant Blend (proprietary) SECTIO.N_3- PHYSICAL DATA Boiling Point ( F): 310 F. Initial Specific Gravity: 0.92 Vapor Pressure: 2nvnHg@ 68 F. Vapor Density (Air =1): 0.012 % Volatile: 90 pH: N/A Solubility in Water: initial with seperation E vaporation R ate (W ater =1): <1 Physical Description: Y ellow to water - white oil Stability: Stable Hazards Decomposition Products: Carbon monoxide possible if burned SECTION 2- INGREDIENT INFORMATION CAS NO. WT.% PEL 5989 -27 -5 85 15 SECTION 5- REACTIVITY DATA SECTION 6- STORAGE AND'HANDLING INFORMATION SECTION 7- HEALTH HAZARDS AND FIRST AID Effects of Overexposure: Skin: Prolonged or repeated contact may cause irritation defatting or dermatitis. E yes: Eye irritant May cause redness, swelling or blurred vision. Inhalation: May be irritating to the nose, throat, and lungs. Large amounts can cause headache, nausea, doziness, weakness, and fatigue. Ingestion: Can cause irritation of the gastrointestinal tract, nausea, vorriting and diarrhea. Aspiration of material into the lungs can cause pneumoruti s. First Aid Procedures: Skin: Remove contaminated clothing Wash with soap and water. Seek medical attention if irritation persists. E yes: Flush with large quantities of water, holding eyelids open Seek medical attention. I nhalation: Get to fresh air. If breathing is difficult give oxygen Seek medical attention is symptoms persist I ngestion: Do not induce vomiting. Seek medical attention immediately. N/A =Not Applicable Effective Date:11 /07 Revision n/a TWA -TLV STEL -TLV SECTION 4-FIRE AND EXPLOSION HAZARD DATA Flash Point (Method Used): 115 F. (TCC) Upper E xplosion L i mit: 6.1 L ower E xplosion L imit: 0.7 Extinguishing Media: Foam CO dry chemical. Special Firefighting Procedures: Do Not Use Water. Handle as oil fire. Unusual F ire and E xplosion Hazards: Drums heated by fire can explode. Hazardous Polymerization: None Incompatibility (M ater ials to Avoid): Strong oxidizers and acidic agents. Combustible Liquid. K eep away from excessive heat spark or open flames. Do not smoke while handling. K eep out of reach of children. For use by trained personnel only. K eep container closed during storage. For institutional and industrial use only. Avoid contact with eyes, skin and clothing Wear rubber gloves and eye protection when handling Avoid breathing of vapors. Use in well - ventilated area. E nnpty container may contain explosive or flammable vapors. SECTION 8- SPECIAL PROTECTION INFORMATION R espiratory Protection: Use with adequate ventilation Use NIOSH approved Hydrocarbon (Organic vapor) canister respirator when using in confined areas. Ventilation R equirements: Provide explosion- proof ventilation tokeepTLV of Section 2 ingredients below acceptable lirrit Protective G loves: Solvent proof rubber or viton E ye Protection: Chemical splash goggles or full -face shield Other Protective Equipment: Eyewash station should be nearby. Protective chemical resistant outerwear when conditions exist where body contact is possible. SECTION 9 -SPILL OR LEAK PROCEDURES Steps to be taken in Case Material is Released or Spilled: Floors will become slippery. Avoid walking in product. K eep unessential personnel away. Mop up or otherwise absorb and hold disposal. Avoid discharge to sewer or open waterways. Waste Disposal Method: Any method in accordance with local, state and federal laws. Best method is to recycle or reuse for intended purpose. If discarded this material and containers should be treated as hazardous waste based on the characteristic of ignitability as defined under federal RCRA regulations (40 CFR 261) Consult local authorities for disposal in public sewer. Do not disposal of into storm drain stream river or to ground Rinse container thoroughly before discarding in trash. SECTION 10- REGULATORY INFORMATION SARA Title III - Section 311/312- Hazard Categories: Y - Fire Hazard No - Sudden Release of Pressure Hazard No - Reactivity Hazard Yes - I mnecfiate (acute) Health Hazard No - Delayed (chronic) Health Hazard Shipping Information: not regulated for ground shipments within the United States Int'I. /Air UN2319- TerpeneHydrocarbons, n.o.s Freight Class 3, Flammable Liquid HMIS Hazardous Materials Identification System FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: CHEM -TREC @ 800 - 424 -9300 (24 hours, 7daysper week) This product contains the following toxic chemical (s) subject to the reporting requirements of section 313 of the Emergency Planning and Community Right -To-K now Act of 1986 and of40CFR 372. CAS# Percent by Weight Chemical Name None This product contains the following chemical (s) which have been established to be either a carcinogen or suspected carcinogen CAS# Chemical Name Percent by Weight None SECTION 11 -OTHER INFORMATION This company cannot anticipate all cordtions of handling and use of this product Therefore, this company accepts no responsibility for results obtained by the application of this information or the safety and suitability of our products either alone or in combination with other products. It is the responsibility of the user to provide a safe workplace, using the health and safety information contained herein as a guide. This company will accept no liability for damages or loss incurred from the improper handling and use of this product 1 ftmciEmir gSldn Conlaet a Skbi b ti31 n 40m0C4mot O inhawion angesbm (Emwgnw yOreevswl mmaAmbew Health - 1, Fire - 0, Reactivity 0 (RobotdHe menicm Mild eve irritant. Prolonged exposure can cause skin dryness. No medical conditions are known to be aggravated by contact with this product. .- Plate Identifier CR22n n ductu. Elecomat Reddening may develop. wash immediately with lots of water. uunldlon Non toxio Remove to fresh air. (MSG'.—c4 Non hazardous Pm Cleaner . " .- Matedacteners Mama Sunland Chemical & Research Corp Sutnik/aName - I Coat Company Snot Address 5447 San Fernando Rd. W. Skeet Addams 12020 - Mora Drive at; Los Angeles I PnaAnce ICA Car Santa Fe Springs Pawnee CA Nadal Cads 90039, EmeepaneyTaNtaNas 800 - 424 -9300 head Oats 90670 Ema9encrTi Mahe 800 - 832 -2628 mawmpepoim - July 7, 2007 M OSPrepsed8 M. Cohen - PnonaMunme. 818- 244 -9600 Minimal effects, rinse skin with water . Elecomat Reddening may develop. wash immediately with lots of water. uunldlon Non toxio Remove to fresh air. Non toxic' Give several glasses of water to dilute. If stomach upset, a MATERIAL SAiETY DATA SHEET a- 16 Sections COAT SECTION 1 — CHEMICAL PRODUCT AND COMPANY IDENTIFICATION SECTION 2 — COMPOSITION/INFORMATION ON INGREDIENTS Making lenses better Hazardous Ingredients (apee(k .) N/A 96 I CAS Number LD or Ingredlent (wecifir spec/es and mural N/A W Ingredient (specify species) N/A N/A 1 N/A SECTION 3 — HAZARDS IDENTIFICATION SECTION 4 — FIRST AID MEASURES ^ contact physic FORMATPAOVIDEDBYT ""°� PEran s'c°M IONSWRDOFBPI MICOL JIIWA • `3 57516(6/99j Please continue on reverse side f Optlonal. =required under WHMIS Ermosme Lirm None O ACTH TIM 0 OSHA PEL O Cnta.rspea Sine& Engineering Controls (such asvor an.Enclosedp ass) No special ventilation is needed. If used indoors, open window for local air flow. pammmobotwemmw None needed 0 Gloms 0 Maass °' O e° 0 Padres. 0 Cioduno 0 °""r uchwametomwomomm Splash goggles & chemical gloves can be used to protect against splashing. Wash hands after use. ammo. Handing Procedures and Equipment No special precautions are required. No special labeling or placarding is needed. Non hazardous by US DOT standards. stompsitsau ur.ms . N. undsrwhkh condi ons9 r gl N Means d Wood= Flmlmoirl'Ctand Msd+od Umsrigo mW islimdl% Of volume! lase Ramrods limW m . byvdus) Not flammable • ° Amoipniderr TOmpsr$un l�Gl ( F,mfa n D — Srtetldy to Impact Exmbaia' Oa— Srutlwity to Stow Diaenape Not flammable Hazardous Combustion Product N/A VOW None 1 Pro4uct Identifier 1 SECTION S -- FIRE FIGHTING MEASURES —2— SECTION 6 — ACCIDENTAL RELEASE MEASURES l esitand Sod Procedwrae Avoid eve contact. Skin contact requires no special attention_ wash hands thoroughly. Spilled material can be mopped. Unusable material can be washed to drain with large quantities of water. SECTION 7 — HANDLING AND STORAGE SECTION 8 — EXPOSURE CONTROL / PERSONAL. PROTECTION [ Op ionat not required under WHMIS N. undsrwhkh condi ons9 r gl N Means d Wood= Flmlmoirl'Ctand Msd+od Umsrigo mW islimdl% Of volume! lase Ramrods limW m . byvdus) Not flammable • ° Amoipniderr TOmpsr$un l�Gl ( F,mfa n D — Srtetldy to Impact Exmbaia' Oa— Srutlwity to Stow Diaenape Not flammable Hazardous Combustion Product N/A VOW None 1 Pro4uct Identifier 1 SECTION S -- FIRE FIGHTING MEASURES —2— SECTION 6 — ACCIDENTAL RELEASE MEASURES l esitand Sod Procedwrae Avoid eve contact. Skin contact requires no special attention_ wash hands thoroughly. Spilled material can be mopped. Unusable material can be washed to drain with large quantities of water. SECTION 7 — HANDLING AND STORAGE SECTION 8 — EXPOSURE CONTROL / PERSONAL. PROTECTION [ Op ionat not required under WHMIS 1 Pro4uct Identifier 1 SECTION S -- FIRE FIGHTING MEASURES —2— SECTION 6 — ACCIDENTAL RELEASE MEASURES l esitand Sod Procedwrae Avoid eve contact. Skin contact requires no special attention_ wash hands thoroughly. Spilled material can be mopped. Unusable material can be washed to drain with large quantities of water. SECTION 7 — HANDLING AND STORAGE SECTION 8 — EXPOSURE CONTROL / PERSONAL. PROTECTION [ Op ionat not required under WHMIS Micas otAcuto None noted Odour and Appears= ar Odour Thrssholdfoam) each of Chew= £aooewe Wm.:a Density r - t) 1.3 Vapour a Vapour Preeee(mmMC) 18mm Hg Et 20 ° c • = 1) warm of Prsduet • Skin Simon _. Respiratory Senadhation N / A .: y - Care4 oQeakdy— WIG N/A Carttodsn uty — ACGIM N/A • r..,.....o.. N/A TsrataQrnaay N/A ' Ernbrydwesity N/A AtutoPriedY N/A . . Kam of %sou eds Prate Physical Sato — Blue liquid Odour and Appears= ar Odour Thrssholdfoam) Sood Ctia.h ' 1.020 Wm.:a Density r - t) 1.3 Vapour a Vapour Preeee(mmMC) 18mm Hg Et 20 ° c Evao°ralbn Rate 1 (Butyl Acetate = 1) BdBna Rarer 212 F Free :rig Pais ( ° C) . 04 9.4 dWahar /Cl101etrihudm Cae$f d • ISduhilaym 100 % I Product Identifier 1 — PHYS ICAL AND CHEMICAL PROPERTIES -3- SECTION 10 — STABILITY AND REACTIVITY Charism! Stahgily Ryes ONo bMmrtmetldlilywdh Other Subsumes O Yes 10 No If no, uncle, which carglione7 tl yea with dam? Rsarahily, and under .hatcordiiaone? MsmrdouaOacomno nPr°duca None ECTION 11 — TOXICOLOGICAL INFORMATION [Optima net required under AIMS 1 • $ Please continue on reverse side - The information provided with this MSDS is furnished in good faith and without warranty of any kind. . mo I IPQ 1 N/A I N/A iimol idol N/A ( N/A swow shimmo Considered non hazardous for transportation. Considered non toxic per EPA Aquatic Toxicity Scale. .. mo I IPQ 1 N/A I N/A iimol idol N/A ( N/A pagenc moan Product is readily decomposed by naturally nrr_urinq minrnnrrfaniamp ' Considered non toxic per EPA Aquatic Toxicity Scale. .. 1 `Product Identifier — INFORMATION SECTION 13 — DISPOSAL. CONSIDERATIONS 4SAO INFORMATION SECTION 13 — REGULATORY INFORMATION — OT)IER INFORMATION [ Optional notrecuired under WHMIS 1 -4- Dispose of in accordance with all local, state & federal laws. iCSHAI NnnP 1iafPd man anaftaoonl Non hazardous MmN None listed I MICA None listed This product has been classified in accordance with the hazard criteria of the . Controlled Products Regulations (CPR) and the MSDS contains all of the information required by CPR. 4 Effective: 11/10/07 ICTECH, LTD. P.O. Box 33485 Cleveland, OH 44133 -3084 USA 440- 794 -0285; Fax: 440-877-0951 For Information: 440 - 230 -9915 Lab Emergency: 440 - 915 -5318 (cell) E -mail: parora @ictechltd.com Section I - Product Identification Section II — Composition /Information on ingredients OSHA Hazard None None Section III - Physical Data Boiling Point: N/A Melting Point: Specific Gravity: Appearance: N/A 4.8 gms /cc Shining Golden metal pills Flash Point Degree F and Method: Flammable Limits: Auto ignition Temperature: Extinguishing Media: Special Fire Fighting Procedure: Hazardous Combustion Products: Unusual Fire and Explosion Hazards: Component Proprietary polymer Bronze Section IV - Fire and Explosion Hazards Material Safety Data Sheet COAT Making lenses better Hazard Ratings: Health 1 Flammability 0 Reactivity 0 Toxicity 0 * *HY -020 is formulated by ICTECH, LTD. for licensed distribution by I -Coat Company LLC Product Name: HY -020 Type: Hydrophobic - Oleophobic Chemical Family Name: Bronze porous filter Media plug charged with polymer The composition of the mixture is proprietary information. In the event of a medical emergency, composition information will be provided to a physician or nurse. Percent Volatile: None pH: N/A Solubility in Water: None Evaporation Rate (BuAc =1): None 0 = Minimal 1 = Slight 2 = Moderate 3 = Serious 4 = Severe <10% >90% N /A, Method: Lel: N/A UEL: N/A N/A Carbon dioxide, dry chemicals, foam and sand Wear self- contained breathing apparatus and protective clothing Carbon monoxide, hydrogen chloride, and other organic chemicals None 1 HY -020 MSDS f Effective' 11/10/07 Section V - Reactivity Data Stability Stable Conditions to Avoid Extreme heat Incompatibility (Materials to Avoid): Strong oxidizing agents, caustic, alcohol, amine, and ammonia Hazardous Decomposition Products Carbon monoxide, hydrogen chloride Hazardous Polymerization: None Section VI - Health Hazard Data Route of Entry: None Effects of Acute Exposure to Product: Not known Oral Toxicity Information: Not determined Chronic Toxicity: There are no known chronic effects related to this product Section VII - Emergency and First Aid Procedures Inhalation: N/A Eye Contact: Wash eye with large amount of cold water, if irritation exists get medical attention. Skin Contact: Wash skin with soap and warm water. Ingestion: Never give fluid or induce vomiting if patient is unconscious or having convulsion. Keep at rest. Get prompt medical attention. Section VIII - Spill or Leak Procedures Will not spill. Pick up by mechanical means. Section IX - Storage and Handling Procedures Section XI - SARA Title III Data Section X - Regulatory and Environmental Information Department of Transportation (DOT): Not required DOT shipping description: metal parts safe for shipment by any carrier ground or air CHAT Making lenses better Keep container closed. Use of safety glasses, DO NOT WEAR CONTACT LENSES. Hand gloves and lab coat is recommended while using the product. Store and use in a well - ventilated area at room temperature, and away from heat and strong oxidizing agents. The manufacturer, ICTECH LTD., certifies that all components of this product are safe, non - toxic, and environmentally friendly. Signature: Pramod K. Arora, Ph.D. Title: Director, R &D and Process Development Effective date: April 18th, 2001 e-mail: parora @ictechltd.com We believe the statements, technical information and recommendations contained herein, gathered from reference material and is to our best knowledge and belief of ICTECH, Ltd. accurate and reliable but they are given without warranty of any kind, expressed or implied. ICTECH, Ltd. assumes no responsibility for any loss, damage or expense direct or consequential arising out of their improper use. 2 HY -020 MSDS Effective' 11/10/07 COAT Making lenses better *I -COAT PROPRIETARY AND CONFIDENTIAL. THE INFORMATION CONTAINED IS THE SOLE PROPERTY OF I -COAT COMPANY LLC. ANY REPRODUCTION WITHOUT IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF I -COAT COMPANY LLC IS PROHIBITED. 3 HY -020 MSDS Name • EC No. SAS -No. Content Classification 1-METHOXY-2-PROPANOL 203 -539 -1 107 -98 -2 10-30% R10 ETHANOL 200 -578 -6 64 -17 -5 10 -30% F; R11 METHANOL 200 -659 -6 67 -56 -1 5 -10% F; R11 T; R23/24/25, R39/23/24/25 Effective' 11 /10 /07 PRODUCT NAME IHC -573 PART NUMBER 3- 928 -573 SUPPLIER SDC Technologies Inc. 1911 Wright Circle Anaheim, CA 92806 USA Tel: (714) 939 -8300 Tel: (800) 424 -9300 Fax: (714) 939 -8330 Contact Allen Guest 2 COMPOSITION /INFORMATIONCON INGREDIENTS The Full Text for all R- Phrases are Displayed in Section 16 3 HAZARDS. IDENTIFICATION 4 FIRST= AIDMEASURES 5 FIRE-FIGHTING • MEASURES EXTINGUISHING MEDIA Extinguish with alcohol- resistant foam, carbon dioxide, dry powder or water fog. MATERIAL SAFETY DATA SHEET IHC -573 1 IDENTIFICATION OF THE= SUBSTANCEIPREPARATION AND COMPANY /UNDERTAKING COAT MaKing lenses better Flammable. Harmful by inhalation, in contact with skin and if swallowed. Harmful: possible risk of irreversible effects through inhalation, in contact with skin and if swallowed. CLASSIFICATION Xn; R20/21/22, R68/20/21/22. R10. INHALATION Move the exposed person to fresh air at once. Provide rest, warmth and fresh air. Get medical attention if any discomfort continues. When breathing is difficult, properly trained personnel may assist affected person by administering oxygen. Perform artificial respiration if breathing has stopped. Keep the affected person warm and at rest. Get prompt medical attention. INGESTION DO NOT INDUCE VOMITING! NEVER MAKE AN UNCONSCIOUS PERSON VOMIT OR DRINK FLUIDS! Remove victim immediately from source of exposure. Drink plenty of water. Get medical attention immediately! Provide rest, warmth and fresh air. SKIN CONTACT Remove affected person from source of contamination. Remove contaminated clothing. Wash the skin immediately with soap and water. Get medical attention promptly if symptoms occur after washing. NOTE! Effects may be delayed. Keep affected person under observation. EYE CONTACT Remove victim immediately from source of exposure. Make sure to remove any contact lenses from the eyes before rinsing. Promptly wash eyes with plenty of water while lifting the eye lids. Continue to rinse for at least 15 minutes and get medical attention. 1 IHC -573 Name Std LT - ppm LT - mg /m3 ST - ppm ST - mg/m3 METHANOL OES 200 ppm (Sk) 266 mg /m3 (Sk) 250 ppm (Sk) 333 mg /m3 (Sk) ETHANOL OES 1000 ppm 1920 mg /m3 1- METHOXY -2- PROPANOL OES 100 ppm (Sk) 375 mg /m3 (Sk) 150 ppm (Sk) 560 mg /m3 (Sk) Effective 11/10/07 SPECIAL FIRE FIGHTING PROCEDURES Making lenses better Avoid breathing fire vapors. Keep up -wind to avoid fumes. Containers close to fire should be removed immediately or cooled with water. Keep run -off water out of sewers and water sources. Dike for water control. Avoid water in straight hose stream; will scatter and spread fire. SPECIFIC HAZARDS By heating and fire, harmful vapors/gases may be formed. PROTECTIVE MEASURES IN FIRE Self contained breathing apparatus and full protective clothing must be worn in case of fire. 6 ACCIDENTAL RELEASE MEASURES 7 HANDLING AND STORAGE IHC -573 PERSONAL PRECAUTIONS Wear protective clothing as described in Section 8 of this safety data sheet. ENVIRONMENTAL PRECAUTIONS Do not allow to enter drains, sewers or watercourses. SPILL CLEAN UP METHODS Wear necessary protective equipment. Stop leak if possible without risk. DO NOT touch spilled material! Extinguish all ignition sources. Avoid sparks, flames, heat and smoking. Ventilate. Absorb in vermiculite, dry sand or earth and place into containers. Do not contaminate water sources or sewer. Ensure that waste and contaminated materials are collected and removed from the work area as soon as possible in a suitably labeled container USAGE PRECAUTIONS Avoid spilling, skin and eye contact. Ventilate well, avoid breathing vapors. Use approved respirator if air contamination is above accepted level. Keep away from heat, sparks and open flame. STORAGE PRECAUTIONS Store in tightly closed original container in a cool, dry well - ventilated place. Keep in original container. 8 EXPOSURE CONTROLS /PERSONAL PROTECTION INGREDIENT COMMENTS MEL = Maximum Exposure Limit. PROTECTIVE EQUIPMENT COAT ENGINEERING MEASURES Provide adequate general and local exhaust ventilation. RESPIRATORY EQUIPMENT No specific recommendation made, but respiratory protection must be used if the general level exceeds the Recommended Occupational Exposure Limit HAND PROTECTION Use protective gloves. The most suitable glove must be chosen in consultation with the gloves supplier, who can inform about the breakthrough time of the glove material. EYE PROTECTION Wear approved safety goggles. OTHER PROTECTION Wear appropriate clothing to prevent any possibility of liquid contact and repeated or prolonged vapor contact. 2 IHC -573 Effective: 1 1/10/07 IHC -573 HYGIENE MEASURES Making lenses better DO NOT SMOKE IN WORK AREA! Wash at the end of each work shift and before eating, smoking and using the toilet. Promptly remove any clothing that becomes contaminated. Wash promptly with soap & water if skin becomes contaminated. Use appropriate skin cream to prevent drying of skin. When using do not eat, drink or smoke. 9 PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE Liquid COLOUR Clear ODOUR Organic solvents. SOLUBILITY Slightly soluble in water. RELATIVE DENSITY 1.01 - 1.02 g /ml @ 25 C VAPOUR DENSITY (air =1) VAPOUR PRESSURE 68.66 mbar 25 C pH- VALUE, CONC. SOLUTION VISCOSITY 7 - 10 cps @ 25 C FLASH POINT (°C) 10 STABILITY AND,REAGTIVITY STABILITY Stable under normal temperature conditions. CONDITIONS TO AVOID Avoid heat, flames and other sources of ignition. Avoid contact with: Oxidizing materials. HAZARDOUS DECOMPOSITION PRODUCTS Fire creates: Toxic gases/vapors/fumes of: Carbon monoxide (CO). Carbon dioxide (CO2). 11 TOXICOLOGICAL INFORMATION >1 5.5 - 6.5 26C/78.8F Sh CC (Setaflash closed cup). COAT INHALATION Harmful by inhalation. Harmful: possible risk of irreversible effects through inhalation. INGESTION Harmful if swallowed. Harmful: possible risk of irreversible effects if swallowed. SKIN CONTACT Harmful in contact with skin. Harmful: possible risk of irreversible effects in contact with skin. EYE CONTACT May cause severe irritation to eyes. HEALTH WARNINGS INHALATION. Prolonged inhalation of high concentrations may damage respiratory system. SKIN CONTACT. Acts as a defatting agent on skin. May cause cracking of skin, and eczema. Prolonged or repeated exposure may cause severe irritation. EYE CONTACT. May cause severe irritation to eyes. INGESTION. The product causes irritation of mucous membranes and may cause abdominal discomfort if swallowed. TARGET ORGANS Skin. Eyes. Respiratory system, lungs. 12 ECOLOGICAL INFORMATION ECOTOXICITY No negative effects on the aquatic environment are known. The product components are not classified as environmentally hazardous. However, this does not exclude the possibility that large or frequent spills can have a harmful or damaging effect on the environment. 133DISPOSAL CONSIDERATIONS DISPOSAL METHODS Dispose of waste and residues in accordance with local authority requirements. 14 TRANSPORT INFORMATION 3 IHC -573 Effective. 11/10/07 15 REGULATORY INFORMATION LABELLING CONTAINS RISK PHRASES SAFETY PHRASES 16 OTHER INFORMATION Harmful METHANOL IHC -573 UK ROAD CLASS 3 PROPER SHIPPING NAME RESIN SOLUTION UN NO. ROAD 1866 UK ROAD PACK GR. ADR CLASS NO. 3 ADR CLASS ADR PACK GROUP III HAZARD NO. (ADR) III COAT Class 3: Flammable liquids. 30 Flammable liquid (flash -point between 23 °C and 61°C, inclusive or flammable liquid or solid in the molten state with a flash -point above 61°C, heated to a temperature equal to or above its flash - point, or self heating liquid. HAZARD No. (ADR) 30 ADR LABEL NO. 3 HAZCHEM CODE 3Y CEFIC TEC(R) NO. 30GF1 -I +II, 30GF1 -sp RID CLASS NO. 3 RID PACK GROUP III UN NO. SEA 1866 IMDG CLASS 3 IMDG PAGE NO. 3 IMDG PACK GR. III EMS F -E, S -E MFAG See Guide MARINE POLLUTANT No. UN NO. AIR 1866 ICAO CLASS 3 AIR PACK GR. III Making lenses better R10 Flammable. R20/21/22 Harmful by inhalation, in contact with skin and if swallowed. R68/20/21/22 Harmful: possible risk of irreversible effects through inhalation, in contact with skin and if swallowed. S51 Use only in well - ventilated areas. S36/37 Wear suitable protective clothing and gloves. S60 This material and its container must be disposed of as hazardous waste. STATUTORY INSTRUMENTS Chemicals (Hazard Information and Packaging) Regulations. APPROVED CODE OF PRACTICE Classification and Labeling of Substances and Preparations Dangerous for Supply. GUIDANCE NOTES Occupational Exposure Limits EH40. Introduction to Local Exhaust Ventilation HS (G) 37. CHIP for everyone HSG (108). 4 IHC -573 E I I/1 0/07' DATE RISK PHRASES IN FULL R10 R11 R23/24/25 R39/23/24/25 11/16/07 IHC -573 Flammable. Highly flammable. Toxic by inhalation, in contact with skin and if swallowed. Toxic: danger of very serious irreversible effects through inhalation, in contact with skin and if swallowed. AT IfIC� ierises better 5 IHC -573 4. FIRST AID PROCEDURES Overexposure's symptoms Inhalation Light irritations of the first respiratory tract. Contact with skin Light irritations. Contact with eyes Light conjuntive irritations. Ingestion In case of ingestion of large amount can cause gastrointestinal effects. First aid Inhalation If inhaled, move victim to fresh air. Contact with skin Promptly wash skin with plenty of soap and water. Contact with eyes Flush eyes with plenty of water for 15 min. Ingestion Seek medical attention if symptoms persists. Further informations None. 3. HEALTH HAZARD DATA Health intensive actions In case of inhalation of probable small fragments can cause irritations of the first respiratory tract. Health chronic actions In case of inhalation of probable small fragments can cause fibrosis. Refer to Dangerous Properties of Industrial Materials, 8th edition for further information on fibrosis from Cr -SiO. 2. COMPOSITION DATA Composition Substances % CAS Number Formula Chromium silicon monoxide 99.9 70320 - 14 - 8 Cr - SiO 1. IDENTIFICATION OF PRODUCT AND MANUFACTURER Product name CH - 201 Application Chromium silicon monoxide Manufacturer's name I - Coat Company LLC s • FF£eccve 11 /10)07 COAT Making lenses better 1 CH -201 MSDS 8. PERSONAL PROTECTIVE EQUIPMENT ACGIH TLV I Chromium: 0.5 mg/m Silicon compounds (amorphous): 10 mg/m Personal protective equipment General advice None. Respiratory protection Wear masks with protective filter for inorganic dust. Hand protection Wear protection gloves. Eye protection Wear chemical goggles. Skin protection Not necessary. 6. SPILL OR LEAK PROCEDURES Personal precautions Wear chemical goggles, protective gloves and masks with protective filter for inorganic dust. Ecological precautions Do not let polluted waters into sewers and waterways. In case of spillage Sweep up with mechanical items and put in appropiate containers. E 11/10/07 COAT Making lenses better 5. FIRE- FIGHTING MEASURES Avoid protracted exposure to air and contact with oxidizer. Move away, if possible, containers from flame. To fight fire use foam, CO2 or dry chemicals. 7. HANDLING AND STORAGE Handling Storage The regulations for handling chemicals have to be adhered to. The usual hygenical and safety measures have to be adhered to. Do not store nearby incompatible materials. Avoid protracted exposure to air. Store in ermetic containers. 2 CH -201 MSDS 9. CHEMICAL AND PHYSICAL PROPERTIES Form Solid. Colour - Odour - Boiling point 2600 °C Flame point N.a. Explosive properties The powdered product could burn after protracted exposure to air. Flammable properties None. Vapor pressure N.a. Specific gravity N.a. pH N.a. Melting point — 1800 °C. Autoignition The powdered product could burn after protracted exposure to air. Solubility in water Not soluble in water. Soluble in hydrochloric acid and solfuric acid diluite. 11. TOXICOLOGICAL DATA Acute toxicity Not available research or experimental data in relation with the product. Epidemiology Not available research or experimental data in relation with the product. Toxicology Not available research or experimental data in relation with the product. 10. REACTIVITY DATA Hazard conditions Avoid long exposure to air. Avoid contact with incompatible materials. Incompatible materials Oxidizer and particullary BrF5, NO, S02, NH4NO3 + heat. Hazardous decomposition products None. 0 Ezectivc II /I0/07 COAT Making lenses better 3 CH -201 MSDS 15. LABEL AND REGULAMENTATION Label R- phrases S- phrases • • Effective 11/10/07 COAT Making lenses better 12. ECOLOGICAL INFORMATIONS Do not let polluted waters into sewers and waterways. 13. WASTE DISPOSAL Run waste -goods with observance of the law in force. 14. TRANSPORT INFORMATIONS Use precautions provided for by the dispositions ADR/RID. 16. FURTHER INFORMATIONS This informations are based on the current situation of our knowledge. They are set down to describe our products in view of safety requirements and not to ensure specific properties of them. FOR EMERGENCY MEDICAL OR TRANSPORT INFORMATION: CHEM -TREC 1- 800 - 434 -9300 *I -COAT PROPRIETARY AND CONFIDENTIAL. THE INFORMATION CONTAINED IS THE SOLE PROPERTY OF I -COAT COMPANY LLC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF I -COAT COMPANY LLC IS PROHIBITED. 4 CH -201 MSDS E 0 0 L 3 0 m r U m � N m CO 0 o ' N 0 m 3 0 N m 0l 4 43 43 a� W QI ' 3 0 m (n (n l7 (1) 1.3 L 0 0 I\ CONCEPT 14 November 2008 City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Attn. Brenda Holt, Permit Coordinator RE: Project No. D08 -398 Costco Optical Development Permit Application Dear Brenda: I have received and reviewed your Memorandum of 16 September prepared this response to the issues raised and have included upda address items in need. ARCHITECTURE, LLC �i,,r py NO. o Pop. • A new geotechnical report for the project is attached. • Please see attached memo from structural engineer regarding the geotechnical basis of his design. • Attached please find completed WA State Energy Code forms. The building will be Semi - Heated per the forms. • Also attached are Lighting forms per request. • Please see attached sheet A2.3 which includes hardware information. All plan modifications have been marked with a revision marker no. 3. Please feel free to call with any questions or comments. Thanks. Sincerely, I Martin J. Reimers, AIA Principal INCOMPLETE LTR# 318 CQ DEVIEVVE p FOR CO MPLIANCE GE MAR 10 2009 ' vvUkwila aDI VISIQN RECEIVED NOV 17 2008 PEHMFI CENTEF BTL 1 ?NG1N1'..F.RING November 14th, 2008 Martin J. Reimers Concept Architecture, LLC 7302 10th Street SE Suite B102 Everett, WA 98205 RE: City of Tukwila Permit Application No. D08 -398 Costco Optical Addition — 441 Costco Drive Dear Marty, 17924 - 140th Avenue, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 FIELD COPY POItt AK This Set (If rr -1 We received a copy of plan review comments from the City of Tukwila Building Department. The memo is dated September 16th, 2008 and was prepared by Dave Larson of the Tukwila Building Division.. The memo was received by way of fax on November 14th, 2008. The following is our response to the structural items: 1. See Klienfelder Report 99359, dated November 12th, 2008. 2. The foundation design of the addition assumed the same design parameters as the 1996 GeoEngineers report. The Klienfelder report, dated November 12th 2008, confirms that this assumption is correct. Therefore, no revisions to the structural calculations or drawings are necessary. If there is anything else, please feel free to call me at 425 - 814 -8448 or email at Eric.Dann(i)bdeng.net. Sincerely, Eric A. Dann P E., S.E eXpiRE 09 -23-10 lT # MP �.— ) REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2009 City of Tukwila B UILDINGDIVISION RECEIVED NOV. 17 2008 PERMIT CENTEt KLE /NFELOER Bright People. Right Solutions. November 12, 2008 Kleinfelder Project No. 99359 Costco Wholesale c/o Mulva 1110 112 Ave NE Suite 500 Bellevue, WA 98004 Attention: Mr. Sam Morris Subject: Geotechnical Engineering Letter Report ..._ Proposed Costco Wholesale ARC Lab Remodel and Addition Warehouse No. #190 ` 1► Tukwila, Washington Dear Sam: This letter transmits one electronic pdf copy of our geotechnical engineering letter report for the proposed addition to the existing Costco Wholesale Optical Facility in Tukwila, Washington. This report was prepared in accordance with our proposal dated November 7, 2008. We appreciate the opportunity to provide geotechnical services to you on this project. Please contact the undersigned at (425) 562 -4200, or Andy Franks, Kleinfelder's Senior Client Service Manager at (801) 261 -3336 if you have any questions regarding this report, or if we can provide assistance with other aspects of the project Sincerely, KLEINFELDER WEST, INC. Marcus B. Byer, P.E. Senj9r Geotechnical Engineer Geotechnical Group Manager Attachment: November 7, 2008, Geotechnical Engineering Letter Report 99359/SEA8R108.doc Copyright 2008 Kleinfelder INCOMPLETE LTR # _a�� Page 1 of 1 Ni b* N 4#49 ese 1 h�� 398 November 12, 2008 R�,�C`ty Of Tuk i L3 i P G DYVIS 2405 140th Avenue NE, Suite A101 Bellevue, WA 98005 p1 425.562.4200 f 1 425.562.4201 Ideinfeldeccom REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2009 City of Tukwila BUILDING DIVISION RECEIVED NOV 17 2008 PERMIT CENTER Prepared for: Mulvanny�G2 Architecture 1110 112 Avenue NE, Suite 500 Bellevue, WA 98004 Prepared by: Steven Flowers, E.I.T Staff Geotechnical Engineer Marcus Byers, P.E. Senior Geotechnical Engineer • Geotechnical Group Manager KLEINFELDER WEST, INC. 2405 - 140th Avenue NE Suite A101 Bellevue, WA 98005 Phone: (425) 562 -4200 Fax: (425) 562 -4201 November 12, 2008 Kleinfelder Project No. 98243 Copyright 2008 Kleinfelder All Rights Reserved KLEINFELDER bight People. night Solutions. Geotechnical Engineering Letter Report Proposed Costco Wholesale ARC Lab Remodel and Addition Warehouse No. 190 Tukwila, Washington. UNAUTHORIZED USE OR COPYING OF THIS DOCUMENT IS STRICTLY PROHIBITED BY ANYONE OTHER THAN THE CLIENT FOR THE SPECIFIC PROJECT. TABLE OF CONTENTS Page EXECUTIVE SUMMARY 1 1.0 INTRODUCTION 3 2.0 SITE AND SUBSURFACE CONDITIONS 5 3.0 CONCLUSIONS AND DESIGN RECOMMENDATIONS 7 4.0 CONSTRUCTION RECOMMENDATIONS 8 5.0 LIMITATIONS 9 LIST OF FIGURES FOLLOWING TEXT Figure 1 — Vicinity Map Figure 2 — Proposed Addition Plan Figure 3 — Previous Site and Exploration Plan LIST OF APPENDICES Appendix A Previous Field Exploration Logs Appendix B Important Information About Your Geotechnical Engineering Report 99359 /SEA8R108.doc Page i of i November 12, 2008 Copyright 2008 Kleinfelder 99359 /SEA8R108.doc Copyright 2008 Kleinfelder EXECUTIVE SUMMARY PROPPOSED ARC LAB ADDITION TUKWILA, WASHINGTON GENERAL: This report presents the results of Kleinfelder's limited geotechnical engineering study performed for the proposed addition to existing Optical Center at Costco Wholesale Warehouse No. 190 in Tukwila, Washington. We understand that the proposed addition will consist of expanding the existing warehouse structure approximately 25 feet to the east adding 2,989 s.f. in area. It is our understanding that the addition will be designed as a similar type of construction as the existing structure, that being shallow spread footings, with the same concrete slab -on -grade floor elevation. . PREVIOUS REPORT: In performing our work, we reviewed the geotechnical report prepared for design and construction of the original structure, Geotechnical Engineering Services, Planned Optical Facility, Tukwila, Washington ", dated July 1996 prepared by GeoEngineers. The existing report called for a minimum 5 -foot thick surcharge to be placed to mitigate static settlement potential of soft soils. Based on this option, a foundation recommendation of shallow spread footings designed for an allowable bearing pressure of 2,000 psf was provided. We also review a construction summary letter "Summary Letter Construction Monitoring Services Costco Optical Facility, Tukwila, Washington" dated March 10, 1997 prepared by GeoEngineers. This letter confirmed that a surcharge was placed and monitored, but did not give specifics about the location of the surcharge. Based on our conversations with Messrs. Russ Hazard and Sam Morris of MulvannyG2, we understand that Costco Wholesale Construction personnel have verified that the surcharge extended 5 feet beyond the existing structure on the north, west and south sides, and well east of the structure to the gas station area. Based on this information, the planned addition will be constructed within the area that was previously surcharged. . SOIL CONDITIONS: Explorations for the existing geotechnical report included four borings. One 51 -foot deep boring was located in the footprint of the existing optical center and three 15 -foot deep borings were located in the existing Page 1 of 10 November 12, 2008 parking areas. Based on the 1996 report and our understanding of the current facility, the subsurface conditions in the expansion area consist of an asphalt concrete pavement section, fill and native soils ranging from very soft organic silt to dense sand and gravel. Groundwater was reported in the 1996 geotechnical data at a depth of about 10 to 12 feet below the surface. FOUNDATION RECOMMENDATIONS: Based on the existing report and confirmation that the proposed expansion area is within the previous surcharge, use of shallow spread footings sized for an allowable bearing pressure of 2,000 psf is appropriate. 99359/SEA8R108.doc Page 2 of 10 November 12, 2008 Copyright 2008 Kleinfelder v 1.0 INTRODUCTION This report presents the results of Kleinfelder's limited geotechnical engineering study for the proposed expansion of the optical facility at Costco warehouse #190 located at 441 Costco Drive in Tukwila, WA. The existing optical facility is 34,789 s.f. in area. The expansion will include a remodel of 6,782 s.f. as well as an addition of 2,989 s.f. The general location of the project is shown on the Vicinity Map, Figure 1. The purpose of our study was to review existing geotechnical information for the site, verify that shallow spread footings are appropriate, and provide updated geotechnical recommendations, as appropriate. Our scope of services was consistent with that presented in our proposal dated November 7, 2008. Based on information provided to us by MulvannyG2, we understand that the proposed addition will consist of expanding the existing optical facility structure approximately 25 feet to the east, which will add approximately 2,989 additional s.f. to the warehouse. The planned expansion is shown on the Site and Exploration Plan, Figure 2, which also shows the location of previous explorations in the expansion area. In performing our work, we reviewed the geotechnical report prepared for design and construction of the original structure, Geotechnical Engineering Services, Planned Optical Facility, Tukwila, Washington ", dated July 1996 prepared by GeoEngineers. The existing report called for a minimum 5 -foot thick surcharge to be placed to mitigate static settlement potential of soft soils. Based on this option, a foundation recommendation of shallow spread footings designed for an allowable bearing pressure of 2,000 psf was provided. We also review a construction summary letter "Summary Letter Construction Monitoring Services Costco Optical Facility, Tukwila, Washington" dated March 10, 1997 prepared by GeoEngineers. This letter confirmed that a surcharge was placed and monitored, but did not give specifics about the location of the surcharge. Based on our conversations with Messrs. Russ Hazard and Sam Morris of MulvannyG2, we understand that Costco Wholesale Construction personnel have verified that the surcharge extended 5 feet beyond the existing structure on the north, west and south sides, and well east of the structure to the gas station area. Based on this information, the planned addition will be constructed with the area that was previously surcharged. The conclusions and recommendations presented in this report are based on this information. If the addition were to extend into an area that was not previously 99359/SEA8R108.doc Page 3 of 10 November 12, 2008 Copyright 2008 Kleinfelder r surcharged, significant static settlement could occur resulting in cracking and damage to the addition and adjacent portions of the existing facility. 99359/SEA8R108.doc Page 4 of 10 November 12, 2008 Copyright 2008 Kleinfelder f 2.0 SITE AND SUBSURFACE CONDITIONS The existing optical center is located to the south of the Costco Wholesale Warehouse. It is bordered to the south by Home Depot, on the west by a one story building, and to the north by Costco Drive. The proposed addition is shown on the Proposed Addition Plan, Figure 2. A Kleinfelder geotechnical engineer visited the site on November 7, 2008, to observe the existing optical center and the area of the proposed expansion. We did not observe any obvious signs of distress such as cracking that would indicate performance issues with the existing foundation system. The Previous Site and Exploration Plan, Figure 3, shows the locations of explorations completed as part of the previous geotechnical engineering study. Explorations included one 51%-foot deep boring located in the footprint of the existing optical center and three 15 -foot deep borings located in the parking areas. Based on these previous explorations, the existing report, and confirmation that the surcharge extended beyond the planned addition, it is our opinion that additional explorations are not necessary. Logs of the four previous explorations are presented in Appendix A. The laboratory test results of these explorations were not available to us at the time of this report. Based on the previous geotechnical report and our surface observations, the subsurface conditions in the area of the addition consist of: . PAVEMENT: We anticipate about three inches of asphalt concrete pavement underlain by about four inches of crushed rock will be encountered where the existing parking lot is demolished. . NATIVE SOILS: Native soils underlay the pavement section. Our understanding of the native soils is based on borings performed by GeoEngineers in 1996: . FILL: Approximately 10 to 15 feet of medium dense to dense sand with varying amounts of silt and gravel or stiff silt with varying amounts of sand and gravel. . ALLUVIUM: About 24 feet of alluvial soils underlay the fill soil to a depth of about 38 feet. The alluvial soils consist of soft to medium stiff silt and silty sand with varying amounts of organic material. 99359 /SEA8R108.doc Page 5 of 10 November 12, 2008 Copyright 2008 Kleinfelder r . DENSE SAND: The alluvium is underlain by dense to very dense sand to the maximum extent of the 1996 B -1 exploration. Silt lenses were observed in the sand deposits. Groundwater was reported at depths ranging from 10.4 to 12 feet below the ground surface during the 1996 exploration. Groundwater levels are approximate and will fluctuate seasonally and based on precipitation, and may have changed since the 1996 report was conducted. 99359/SEA8R108.doc Page 6 of 10 November 12. 2008 Copyright 2008 Kleinfelder 3.0 CONCLUSIONS AND DESIGN RECOMMENDATIONS The expansion area can be designed based on the general recommendations presented in the previous geotechnical report. Specific recommendations are as follows: . FOUNDATION RECOMMENDATIONS: Foundations loads can be supported on conventional shallow spread footings sized for an allowable bearing pressure of 2,000 psf. Continuous and isolated footings should have a minimum width of 18 and 24 inches, respectively. For frost protection, exterior footings should extend at least 18 inches below the exterior finished grade. Where new footings are constructed adjacent to existing footings, we recommend that the new footings be structurally connected to the existing footings to minimize potential for differential settlement as the new foundations are loaded. We anticipate that total settlements of footings placed on properly prepared subgrade will be less than 1 inch and differential settlements Tess than 1 /2 inch over 50 feet. . SEISMIC DESIGN CRITERIA: In accordance with the 2006 IBC, we recommend Site Class D. Though the site soils contain some layers that may liquefy during and earthquake, use of Site Class F and development of a site - specific response analysis is not required by the code since the structural period is less than 1 /2 second. . LIQUEFACTION HAZARDS: Portions of the site soils below the water table (about 10 to 12 feet) will liquefy during a strong earthquake. There is a sufficient layer of unsaturated, dense fill overlying the liquefiable soils that, in our opinion, the likelihood of a bearing capacity failure and large structure settlements is low. Post liquefaction settlements were not rigorously evaluated but are expected to be somewhat mitigated by the fill layer, with differential settlements not expected to present a life safety hazard. Additional evaluations can be performed to estimate the magnitude of this settlement, if desired. 99359/SEA8R108.doc Copyright 2008 Kleinfelder Page 7 of 10 November 12, 2008 4.0 CONSTRUCTION RECOMMENDATIONS Recommendations specific for the proposed addition include: • EARTHWORK: Structural fill should consist of either native soil or imported sand and gravel soil with less than 5 percent passing the U.S. No. 200 sieve. Fill soils should be compacted to 95 percent of the maximum dry density as determined by the modified proctor test (ASTM D- 1557). During wet weather, it may become difficult to compact native fill soil with high silt content. Wet soil should either be dried prior to placement and compaction or excavated and replaced with imported structural fill. FOUNDATION AND SLAB SUBGRADE PREPARATION: After removal of the pavement, we recommend that the subgrade be thoroughly compacted with any soft areas over - excavated and replaced with structural fill. Since the expansion area is located within the area of existing pavement, we do not anticipate any significant areas of soft ground. We assume that localized excavations below the slab subgrade will be made to form and place the footings. We recommend that all footing subgrades be observed and probed by a field engineer or qualified field technician to ensure that the subgrade consists of dense, stable granular soils. Soft areas should be over - excavated, replaced with structural fill, and compacted to 95 percent of the maximum dry density. . WEATHER RELATED ISSUES: The on -site soils are silty and moisture sensitive. During extended wet weather, the soils may be difficult to place and compact. In addition, properly prepared slab and footing subgrades can soften and become unsuitable particularly under the influence of construction activities. The contractor should be required to protect prepared subgrades and be responsible for their repair if they become unsuitable. • GEOTECHNICAL CONSTRUCTION MONITORING: Qualified geotechnical engineers and technicians should monitor critical aspects of the construction which includes placement and compaction of structural fill and preparation and approval of slab and footing subgrades. 99359/SEA8R108.doc Page 8 of 10 November 12, 2008 Copyright 2008 Kleinfelder 5.0 LIMITATIONS Recommendations contained in this report are based on the previous explorations and our understanding of the proposed project. The study was performed using a mutually agreed upon scope of services. It is our opinion that this study was a cost- effective method to explore the subject site and evaluate the potential geotechnical concems. The soils data used in the preparation of this report were obtained from exploratory borings completed prior to development of the site. It is possible that variations in soil and groundwater conditions exist between the points explored or where surface grading has occurred. The nature and extent of these variations may not be evident until construction occurs. If soil or groundwater conditions are encountered at this site that are different from those described in this report, our firm should be immediately notified so that we may make any necessary revisions to our recommendations. In addition, if the scope of the proposed project, locations of facilities, or design building loads change from the descriptions given in this report, our firm should be notified. 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, techniques, sequences or procedures, except as specifically described in our report for consideration in design. This report has been prepared for use in design for development of the subject property by Costco Wholesale and their design consultants in accordance with the generally accepted standards of practice at the time the report was written. No warranty, express or implied, is made. This report may be used only by Costco Wholesale and their design consultants and only for the purposes stated within a reasonable time from its issuance, but in no event should this time exceed 12 months from the date of the report. Land or facility use, site conditions (both on- and off - site), regulations, advances in man's understanding of applied science, and /or other factors may change over time and could materially affect our findings and may require additional work. Therefore, this report should not be relied upon after 12 months from its issue. Kleinfelder should be notified if the project is delayed by more than 12 months from the date of this report so that a review of site conditions can be made, and recommendations revised if appropriate. Any party other than Costco Wholesale or their design consultants, who wishes to use this report, shall 99359/SEA8R108.doc Page 9 of 10 November 12, 2008 Copyright 2008 Kleinfelder notify Kleinfelder of such intended use. Based on the intended use of the report, Kleinfelder may require that additional work be performed and that an updated report be issued. It is the responsibility of Costco Wholesale to see that all parties to the project including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the contractor's option and risk. Further guidelines and information on this geotechnical report can be found in the ASFE publication entitled Important Information About Your Geotechnical Engineering Report, which is included for your reference in Appendix B of this report. 99359 /SEA8R108.doc Copyright 2008 Kleinfelder Page 10 of 10 November 12, 2008 has boon camped • variety d =kw no or Sodom n ntheme The lard n§; m k2R F s h n the ask a me oerosakb miau� PROJECT NO. 99359 DRAWN: November 2008 feren r 0 2 E a A O 0 2 N 0 W 0 J a c H O w 0 W J u_ 0 W M S W D: Q 0 0 3 0 J Cr 44u, KLEINFELDER FELDER BrightPaoPie Right Sohldons. www.klelnfelder.com DRAWN BY: J.S. CHECKED BY: S.F. FILE NAME: 99359-Figures.dwg Site Vicinity Costco Tukwila Optical Center Addition 441 Costco Drive Tukwila, Washington FIGURE Google Maps; 2008 ATTACHED IMAGES: Images: Pages from 0975 -039 -00R.tif Images: Vlcinity.tif ATTACHED XREFS: SEATTLE, WA CAD FILE: G:1993591 LAYOUT: Addition PLOTTED: 12 Nov 2008, 1:37pm, jstewart r. J v v ♦ 4, iYrt i • e roar. a Mira a s WRENN • • MOW I I I i I • AWI A OF sM0DU EXI8TINO OPTICAL FACILITY CO8TO0 DRIVE Elmo a s smarm, a s a s a!vir a asa91 �5' 11j1 e�+a n e .ease! a' a warm a s maim •a a a s lfaal € IWP IIL l mow a{ I a 6MF.a !■ f 1§ mow r 7 17.71 171 • 1, • • n •111 601969M 'a 0.4••MR• 19 -It alma +a' a ••a' BNNIO • W. Reference: Base file provided by Mulvany G2, dated 10/28 /08. 0 Scale In Feet 100 Th ktkir.trilon tr.f+dr on INS Warr representation has been mooned horn a sorry 01 .dams .roe ubpd to purge .wad norm. la rant maw no representations or warranties. arras or Implied, as b accuracy, mrral.tarl.., rears. o Vas b m... d such Y0I«m.m. T14 roman. I. orot ueerlaw tor m • era naur Product m is S desired or Stared as • mmWNun drain document. The usa or rlwm d M. Information mntabsa on dm rapt* r.r..nelbn Is H the doe drt d da party on p or abusing Pr Intimation. KLEIAIPELDER Bright People. Right Solutions www.kleinfelder.com PROJECT NO. 99359 DRAWN: November 2008 DRAWN BY: J.S. CHECKED BY: S.F. FILE NAME: 99359- Flgures.dwg Proposed Addition Plan Costco Tukwila Optical Center Addition 441 Costco Drive Tukwila, Washington FIGURE 2 ATTACHED IMAGES: Images: Pages from 0975 -039 -00R.tif Images: Vicinity.tif ATTACHED XREFS: SEATTLE, WA CAD FILE: G:199359\ LAYOUT: Previous Explorations PLOTTED: 12 Nov 2008, 1:36pm, jstewart Proposed OpBral Facthy B 1 snx caw 8 8 4 Proposed Parldrg Properly Line \ t ■ ■ Reference: Taken from Figure 2 of the 1996 Geoengineers Geotechnical Report. 0 100 Scale in Feet The bdonna0on Included on rbb graphic repr.wnbden mm been complied from • misty or sources end Is subject to charge without notice. IOehk0Mer makes no rapet.nbtlon. or wanentia, express or Implied, n to .xu r. completeness. enaers, or dplrb to the use 00 A wamedon. ilia downhill Is not Intended for o. Intl ...I Mid,. ry . • dmiped of Intended ea • construction d0O7• mamma The use of mum or the Idpm.aco oonblyd on this graph[ representation Is at IM eole risk or On pony bang or misusing the Murrarlon. KLEMIPEL®ER Bright Pleopk. Right Solutions. www.kieinfelder.com PROJECT NO. 99359 DRAWN: November 2008 DRAWN BY: J.S. CHECKED BY: S.F. FILE NAME: 99359-Figures.dwg Previous Explorations Costco Tukwila Optical Center Addition 441 Costco Drive Tukwila, Washington FIGURE 3 APPENDIX A FIELD EXPLORATION LOGS SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS COARSE GRAINED SOILS More Than 50% Retained on No. 200 Sieve FINE GRAINED SOILS More Than 50% Passes No. 200 Sieve GRAVEL More Than 50% of Coarse Fraction Retained on No. 4 Sieve SAND More Than 50% of Coarse Fraction Passes No. 4 Sieve SILT AND CLAY Liquid Limit Less Than 50 SILT AND CLAY Liquid Limit 50 or More Geo 40 �O Engineers CLEAN GRAVEL GRAVEL WITH FINES CLEAN SAND SAND WITH FINES INORGANIC ORGANIC INORGANIC ORGANIC HIGHLY ORGANIC SOILS GROUP SYMBOL GW GP GM GC SW SP SM SC ML CL OL MH CH - OH PT GROUP NAME WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL POORLY- GRADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL - GRADED SAND, FINE TO COARSE SAND POORLY- GRADED SAND SILTY SAND CLAYEY SAND SILT CLAY ORGANIC SILT, ORGANIC CLAY SILT OF HIGH PLASTICITY, ELASTIC SILT CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC CLAY, ORGANIC SILT PEAT NOTES: 1. Field classification is based on visual examination of soil in general accordance with ASTM D2488 -90. 2. Soil classification using laboratory tests is based on ASTM D2487 -90. 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and/or test data. SOIL MOISTURE MODIFIERS: Dry - Absence of moisture, dusty, dry to the touch Moist - Damp, but no visible water Wet - Visible free water or saturated, usually soil is obtained from below water table SOIL CLASSIFICATION SYSTEM FIGURE A -1 LABORATORY TESTS: AL CP CS DS GS %F HA SK SM MD SP TX UC CA BLOW COUNT /SAMPLE DATA: NOTES: Atterberg limits Compaction Consolidation Direct shear Grain -size Percent fines Hydrometer analysis Permeability Moisture content Moisture and density Swelling pressure Triaxial compression Unconfined compression Chemical analysis Blows required to drive a 2.4 -inch I.D. split - barrel sampler 12 inches or other indicated distances using a 300 -pound hammer falling 30 inches. Blows required to drive a 1.5 -inch I.D. (SPT) split- barrel sampler 12 inches or other indicated distances using a 140 -pound hammer falling 30 inches. "P" indicates sampler pushed with weight of hammer or against weight of drill rig. SOIL GRAPH: SM Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual or Approximate Location of Change Between Soil Strata 7 Water Level Bottom of Boring 22 ® Location of relatively undisturbed sample 12 ® Location of disturbed sample 17 0 Location of sampling attempt with no recovery 10 ci Location of sample obtained in general accordance with Standard Penetration Test (ASTM D 1586) procedures 26 m Location of SPT sampling attempt with no recovery ® Location of grab sample 1. The reader must refer to the discussion in the report text, the Key to Boring Log Symbols and the exploration Togs for a proper understanding of subsurface conditions. 2. Soil classification system is summarized in Figure A -1. Le o �� KEY TO BORING LOG SYMBOLS FIGURE A -2 _ _ _ - _ MD 63 60 48 42 29 7 2 8 3 8 6 5 26 (D 11 Q ® 0 SM Brown silty fine to medium sand with occasional fine gravel and dense, lig SP organic matter (medium moist) Brown fine to medium sand with a trace of silt and occasional fine gravel (dense, moist) (fill) SM Gray silty fine sand (dense, moist) (fill) SP -SM Brown fine to medium sand with silt (very dense, moist) (fill) ML Gray fine sandy silt with occasional organic matter and coarse sand (hard, moist) (fill) Gray silty fine to medium sand (medium dense, wet) Grades to loose ML Gray silt with occasional fine sand and organic matter (very soft, wet) OH Gray fine sandy organic silt (very soft, moist) MUPT Interbedded gray fine sandy silt and brown peat (medium stiff, moist) ML Gray silt with fine sand and organic matter (soft, wet) SM Gray silty fine sand with occasional organic matter (loose, wet) - ML Gray fine sandy silt with organic matter (medium stiff, wet) _ ML/SM Interbedded gray silt with organic matter and gray fine silty sand (medium stiff, loose, wet) SP Black fine sand (medium dense, wet) P IIIISM NM W NMI W IONA OININ IIP i' IIIII 0 0 5 10 15 u- LL Z a p 20 25 30 35 TEST DATA Moisture Dry Content Density Blow Group Lab Tests ( %) (pcf) Count Samples Symbol BORING B -1 DESCRIPTION Surface Elevation (ft.): 24.5 — 0 10 15 20 25 30 35 40 — 40 Note: See Figure A -2 for explanation of symbols Geo „4� Engineers LOG OF BORING FIGURE A -3 Moisture Dry Content Density Blow Group Lab Tests ( %) . (pcO Count Samples Sy_mbol 40 45 — 50— TEST DATA 33 m 52 59 59 46 BORING B -1 (Continued) Grades to dense DESCRIPTION SP Black fine to medium sand with occasional silt lenses approximately 1/2 inch thick (dense, wet) Boring completed at 51.5 feet on 06/21/96 Ground water encountered at approximately 10.4 feet during drilling 75 — — 75 80— — 80 Note: See Figure A -2 for explanation of symbols 40 — 45 — 50 55— —55 60— — 60 65 — — 65 70— — 70 Geo 40 Engineers LOG OF BORING FIGURE A -3 Lab Tests 0 5 — 10 — 1 5 — TEST DATA Moisture Dry Content Density Blow Group (%) (pct) Count Samples Symbol MD 9 110 MD 42 79 14 10 2 • • BORING B-2 DESCRIPTION Surface Elevation (ft.): 24.5 SP-SM Brown fine to medium sand with silt and occasional gravel (medium dense, moist) (fill) SP Brown fine to medium sand with occasional fine gravel and a trace of silt (medium dense, moist) (fill) ML Gray fine sandy silt with organic matter (stiff, moist) (fill) Grades to soft, wet Boring completed at 15.0 feet on 06/21/96 - Ground water encountered at approximately 10.8 feet during F- ur drilling tar - u_ 0. - x p 20- 0 -. — 10 —15 —20 2 5 — — 25 30— — 30 Note: See Figure A-2 for explanation of symbols 3 5 — —35 40— —40 Geo,4 -eltp 0Engineers LOG OF BORING FIGURE A-4 Moisture Dry Content Density Blow Group Lab Testa ( %) (pct) Count Samples Symbol 0 5 25 — 1 15— 1— Lai w LL - 2 p 20 — TEST DATA MD 17 100 17 0 ML Gray sandy silt with occasional fine gravel (stiff, moist) (fill) 5 1 BORING B -3 DESCRIPTION Surface Elevation (ft.): 22.0 SP -SM Brown fine to medium sand with silt and organic matter (roots) (medium dense, moist) (fill) SP Brown fine sand with a trace of silt (loose, moist) SM Dark gray silty sand (loose, moist) (fill) SM/ML Brown silty fine sand and gray fine sandy silt (very loose, very soft, wet) (fill ?) Boring completed at 15.0 feet on 06/21/96 Ground water encountered at approximately 12.0 feet during drilling 0 — 5 —10 —15 — 20 — 25 30— — 30 35 — — 35 40— — 40 Note: See Figure A -2 for explanation of symbols Geo Eng LOG OF BORING FIGURE A -5 m n n 5— 10— 15— w w LL 1 0 p 20 — TEST DATA Moisture Dry Content Density Blow Group Lab Tests ( %) (pet) Count Samples Symbol MD 28 90 22 19 BORING B-4 DESCRIPTION Surface Elevation (ft.): 24.0 SP -SM Brown fine sand with silt and fine gravel (loose, dry) (fill) SP -SM Grayish brown fine to medium sand with occasional fine gravel and silt (medium dense, moist) (fill) ML Gray fine sandy silt with occasional gravel (very stiff, moist) (fill ?) SP Black fine to medium sand (very loose, wet) ML Gray silt with organic matter (soft, wet) Boring completed at 15.0 feet on 06/21/96 Ground water encountered at approximately 11.5 feet during drilling —5 — —15 — 20 25— —25 30 — — 30 35 — — 35 40— — 40 Note: See Figure A -2 for explanation of symbols Geo � En ' ®a neers te � LOG OF BORING FIGURE A -6 APPENDIX B IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT • cause ter cL r Sir 1N"rr;dela,V: ": Cosi OVEtiLr S l liej;%oII6-wrri 3rrinanon 'S o; (ovitie to he1g,v, r)i ma(7aae your (ISifS(. Geotednical Services Are Performed for Speciffc Purposes, r and Projects Geatechnical engineers structure their services. to meet the specific needs of their clients_ A geoiechnical emgi seer mg stud* concluded fora civil engi- neer may not fulfill the nee& of a comstmJetion contractor or even another civil! engineer. Because each geotechnicat emgimeerimg studs} is unique; each geotechnicai engineering report is unique; woe' ;.c SOIL* fbn re dent_ No one except your should rely one your geotechmical engineering refit without first conferring with the geatectrmicll engineer who prepared it And no are — not even you — should apply the report fix any pwrpose or project except the one originally contemplated Read the Riff Report Serious problems have maimed because those relying on a geotechnical engineering report did not read) it all. Do not rely om an executive summary Do not read selected elements only; A . Is Based A Unique Set el � ,, • I::r. ;. , ;��: =,��i ;. f Geotechnical engineers consider a number of unique project - specific fac- tors when establishing the scope of a study: Typical Factors include the clients goals, objectives, and risk management preferences: the general nature of the structure involved!, its size, and configuration; the location of the structure on the site, acrd other planned or existing site improvements, such as access roads, parking; lots, and underground utilities. Unless, th;re geotechmical engineer who. conducted tike study specdically irtdi oth- erwise, db not rely on a geotechnicali engineering report that was: • not preparedi for you • not prepared for your project, • not prepared for the specific site expibred, or • completed before important project changes were made Typical changes that can erode the reliability o$ an existing geotechnirai engineering report include those that affect • the function at die• proposed structure; as when is changed from a parking garage to an office building; or tom a light imdwsti ell pith to a refrigerated warehouse, • legion, configuration. lineation orientation, or weight of the proposed sfructure, • compositor,' of tthe design team; or • project ownership, As a general rule; A inform your gentechnical engireer of project changes - -even minor ones—and request an assessment of their impact Geolechniral engineers cannot accept responsibility or liability kir problems Oaf occur because Mei' report do not consider developments of which Frey are not informed Subsurface Continuing Can Change A geotechnicaf engineering report is based on cendltions that existed at the tore the study was pertbrmed. DO not reljv on a geolechnical engineer - ing reportwhose adequacy may have been affected by: the passage-of time; by man -made events. such as construction on or adfacent to the site; or by natural events, such as. floods, earthquakes, on groundivater fltiic lions. AYrmays:carrtact the geotectrnicaf engineer before: app ring the report to determine it it is still reliable. A mrieon amount of additional testing or analysis. could prevent major probliems_ Most Geotechnical Wings Ape Professional Opinions Site exploration identities subsurface conditions only at those points where subsurface tests are condUcted or samples. are token. Geotecharical engi- neers review field and laboratory data and! then apply their professional judgmaent to reader am opinion about subsurface condition ttmoughout the sitle. Actual subsurface conditions may lifter--- sorrretirnes significantly— from those indicated in your report. Retaining the geotenhnical engineer who developed your report to provide construction observation is the most effective meted of rnanagmg the risks associated with unanticipated conditions. A Report's Recommemlations Are MJtfivaI Doi not ovemety on the construction recommendations included in your report WM Reerffirgarfations am' not final' berwie geofechmical engi- neers develops them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual' ( subsurface conditions. revealed during construction, The geokechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations d that engineer does not perform co 7shucdon observation. A Ceotechnical Is Salted to Wisinterpretalion Other design team members nrisinterpr r : Con of geotechnical engineering reports has resulted in costly problems: Lower that risk by having your geo- technical engineer confer with appropriate members of the design tearrl, after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruuctioru conferences, and by providing construction observation. .' I Ii ' I1 P ;:1 1 ri 1! RD Rot Redraw the a Logs Geotechnice engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To. prevent errors or omissions, the logs included in, a geotechnica1I engineering report should never be redrawn for inclusion in architectural or other design- drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give 0111111141120PS a curl till ri° Report aild Some owners and design. professionals mistakenly believe they can make contractors liable for unamffcipaled subsurface comditions by limiting what they provide for bid preparation. To help prevent castle problems, give. con- tractors the complete geotechnical: engineering report, but preface it with a clearly written tester of ttensnri n:.. In that letter. advise contractors that the report was not prepared' for purposes of bid development and that the report's accuracy is limited. encourage (tram ba canter with the geotechnical engineer who prepared the report (a modest fee may be required) andYor la conduct additional study to obtain tike specific types of information they need or prefer. A. prebid conference can also be valuable_ He sure contrac- tors hate sufficient ti`r`e to perform( additional study. Only Ilea might you be. in a position to give. contractors the best informratioruavailable to your while requiring them ib at least share some. of the financial responsibilities stemming from unanticipated conditions. Read Rosponsllolity Provisions ` set Same clients, design professionals, and comtirartorls. do not recognize that geotechnical engineering is fare Tess exact than other engineering disca-- ptines. This tack of understanding has curt rao errrealistic dams lflra i'i IIGER05045.OM have led to disappointments; claims, and disputes. Ta help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes. labeled "limitations' many of these provisions indicate. where geotechnical engineers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmenttd Concerns Ar Covered The equipment, techniques, and personnel used to perform.a geoenviron- rnental study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical! engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g.. about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. 11 you have not yet obtained your own geoen- vironmentaf information. ask your geotechnical consultant for risk man- agement guidance. Do not rely on an environmental report prepared for someone else. lilt! ill 'LL'r' 1 t MOS 9eS1 ThI Wlm mm SWIMS Obtain Professional Awdstance To Beal with Mold Diverse strategies cam be applied during building design, construction, operation. and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehensive plan, and executed with diligent oversight by a professional mold, prevention consultant. Because just. a small amount of water or moisture can lead ter the development of severe mold infestations, a num- ber of mold prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration. and similar issues may have been addressed as part of the geotectivical engineering study whose findings are conveyed' in this report, the geotechnical engineer in charge of this project is not a rnotd prevention consultant none of the services per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. Roper implementation of the recommendations conveyed in this report will not of itself he sufficient to prevent mold from growing in or on the stmdure involved. on for Addilinnat Assistance flrembership in ASFE/The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construcffion project Confer with you ASTE- member geotechnical engineer for more information. 8811 Colesville Road/Suite G106, Silver Spring, MI) 20910 Telephone: 301 /565 -2733 Facsimile: 301 /589 -2017 e -mail: info@asfe.org www.asfe.org Copyright 2804 by ASFE. Inc. t)upleaton: reproduction, or copying of this document ur whole crr rn part. by any means whatsoever, is Oletty prohibited except wilt ASFFs specific written permission. Excerpting quoting or otherwise exiachng: wordurg from this document is. perrinble only with. the express written pamrissron of ASFE, and oaly for purposes of schalarty inseam* or bank review orrq MOIXIIIMS et AVE may use this dacumenras a complement to. OF as an: element of geatechnicarengineertg. report Any ottrsr firm, individual. or other entby that so uses this document without being an ASFE member could be committing negligent or intentional (trauduI nt) misrepresentation, 1 BTL ENGINEERING Structural Calculations for EXPIRES 09.2348 txD&3?8 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Costco Optical Addition PZELD Copy February 1St, 2008 $34". p$ Net 1, REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2009 City of Tukwila BUILDING DIVISION 4 6 % ECEIVED AUG 08 2008 PERMIT CENTER 4 • 1'L ENGINEERING Item Page # Criteria • Design Criteria C1.1 Gravity • Roof Framing ✓ Key Plans R1.1 ✓ Beams R2.1 Lateral STRUCTURAL CALCULATIONS SHEET INDEX Costco Optical Addition Tukwila, WA • Forces ✓ Criteria L1.1 ✓ Seismic Base Shear L1.2 ✓ Seismic Weight L1.3 ✓ Wind Lateral Loads L1.4 ✓ Vertical Distribution of Lateral Forces L1.6 • Shear Walls/Diaphragms ✓ Roof Diaphragm /Shear Wall Forces L2.1 ✓ Shear Wall Analysis L2.3 • Shear Wall/Diaphragm Capacities ✓ Allowable Diaphragm Stresses L3.1 Miscellaneous • Footing Design M1.1 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 • BTL ENGINEERING 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Criteria TL limmimmismilimmi ENGINEERIII G Project: Costco Optical Project Number: 07- 077 -13 Code: Seismic: Wind: Nails: Roof Framing: Live Load Snow Attic (non - simultaneous with snow load) Dead Load Deflection Wall Framing: Dead Load IBC 2006 /ASCE 7 -05 for Wind Design Occupancy Category II Site Class D Is = 1.00 Ss = 1.40 S = 0.48 p = 1.00 Wind Speed 3 -Sec Gust 85 MPH Exposure B Importance Factor I = 1.00 Topographic Factor Kn = 1.00 Sheathing 8d common (2W x 0.131 ") Framing 12d box (3 %4" x 0.131 ") Roofing Sheathing Framing Insulation Ceiling Misc. Total L/360 Live Load, U240 Total Load 8" CMU, Grouted @ 32" o/c Interior Stud Walls 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425 - 814 -8448 Fax: 425 - 821 -2120 R = 5.0 S2 = 2.5 Cd = 3.5 25 psf 10 psf 2.0 psf 2.5 psf 3.0 psf 1.0 psf 2.8 psf 1.0 psf 12 psf 83 psf 8 psf Date: 1/25/2008 Page: C1.1 Conterminous 48 States 2006 International Building Code Latitude = 47.446258 Longitude = - 122.243694 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 1.399 (Ss, Site Class B) 1.0 0.478 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.446258 Longitude = - 122.243694 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.522 Period Sa (sec) (g) 0.2 1.399 (SMs, Site Class D) 1.0 0.727 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.446258 Longitude = - 122.243694 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.522 Period Sa (sec) (g) 0.2 0.933 (SDs, Site Class D) 1.0 0.485 (SDI, Site Class D) GI. Z c 3 CD w CO 7 0 in a 0 w a t0 rA m a 0 ee N c 2 0 Component FLOORS AND FLOOR FINISHES Asphalt block (2 -in.), 1/2 -in. mortar Cement finish (1 -in.) on stone - concrete fill Ceramic or quarry tile (3 /4 -in.) on 1/2 -in. mortar bed Ceramic or quarry tile (3 /4 -in.) on I -in. mortar bed Concrete fill finish (per inch thickness) Hardwood flooring, 7/7-in. Linoleum or asphalt tile, I /4 -in. Marble and mortar on stone - concrete fill Slate (per mm thickness) Solid flat tile on 1 -in. mortar base Subflooring, 3 /4 -in. Terrazzo (1- 1/2 -in.) directly on slab Terrazzo (1 -in.) on stone - concrete fill Terrazzo (1 -in.), 2 -in. stone concrete Wood block (3 -in.) on mastic, no fill Wood block (3 -in.) on 1/2 -in. mortar base FLOORS, WOOD -JOIST (NO PLASTER) DOUBLE WOOD FLOOR 12 -in. 16 -in. Joint sizes spacing spacing (in.) (1b /ft (1b /ft 2x6 6 5 2x8 6 6 2x10 7 6 2x12 8 7 FRAME PARTITIONS Movable steel partitions Wood or steel studs, 1/2 -in. gypsum board each side Wood studs, 2 x 4, unplastered Wood studs, 2 x 4, plastered one side Wood studs, 2 x 4, plastered two sides FRAME WALLS Exterior stud walls: 2 x 4@ 16 -in., 5 /8 -in. gypsum, insulated, 3 /8 -in. siding 2 x 6@ 16 -in., 5 /8 -in. gypsum, insulated, 3 /8 -in. siding Exterior stud walls with brick veneer 24 -in. spacing (lb/ft 5 5 6 6 Load (Psfl 30 32 16 23 12 4 1 33 15 23 3 19 32 32 10 16 4 8 4 12 20 TABLE C3-1 continued MINIMUM DESIGN DEAD LOADS' Component Windows, glass, frame, and sash Clay brick wythes: 4 in. 8 in. 12 in. 16 in. Hollow concrete masonry unit wythes: Wythe thickness (in inches) 4 6 8 Density of unit (105 pcf) No grout 24 31 48 in. o.c. 22 29 38 40 in. o.c. grout 30 40 32 in. o.c. spacing 32 42 24 in. o.c. 34 46 16 in. o.c. 40 53 Full grout 55 75 Density of unit (125 pcf) No grout 26 28 36 48 in. o.c. 33 44 40 in. o.c. grout 34 45 32 in. o.c. spacing 36 47 24 in. o.c. 39 51 16 in. o.c. 44 59 Full grout 59 81 Density of unit (135 pcf) No ut 30 39 48 in. .c. 29 36 47 40 in. o.c. grout 37 48 32 o.c. spacing 38 L50 24 in. o.c. 41 54 16 in. o.c. 46 61 /Fug grout 62 X8,3r Solid concrete masonry unit wythes (incl. concrete brick): Wythe thickness (in mm) 4 6 8 Density of unit (105 pcf) 32 51 69 Density of unit (125 pcf) 38 60 81 Density of unit (135 pcf) 41 64 87 ]l 10 12 12 87 105 48 102 124 110 133 'Weights of masonry include mortar but not plaster. For plaster, add 5 lb /ft for each face plastered. Values given represent averages. In some cases there is a considerable range of weight for the same construction. (continued) 10 37 47 49 52 57 66 95 44 54 56 58 63 73 102 47 57 59 62 67 76 105 Load (Psi) 8 39 79 115 155 12 43 55 57 61 67 79 115 50 62 65 68 75 87 123 54 66 69 72 78 90 127 • 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Gravity Roof Framing 1 1' i 1 a i 0- SCALE: Ys " =i•o" BTL ENGINEERING RB 0) M= 5,103 k•ft v= a,e(l L /3O = (LL) L/240 = (TL) Eire = x/0 2. 2A1, la t p,Q -3� (Z') .0 M 1 .'-{ k • it V 11 -(0 L/ 360 = L/24o = (LL) (TL) Eireq'd = x/0 5z R 1 - I I.i." RO— M= V= L/ 34o = L/290 = k (LP (TL) Eireq'd = x /o /641 Project: �� ��^ � -il'� Designed By: /a Project Number: Client: Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phonc 425 -814 -8448 Fax 425- 821 -2120 Date. Pa RZ / TJ LTM TRUSS ALLOWABLE UNIFORM LOAD TABLE (PLF) / PARALLEL CHORD For economical truss design, see page 5. • See pages 4 and 5 for avail able depths and profiles. For depths and profiles not shown, use TI-Beam• software or contact your iLevel Trus Joists Commercial representative for assistance. • Green numbers refer to 115% Total Load (TI). General Notes • Revel Trus Joist Commercial open -web trusses will be custom designed to the specified loads. Values shown are maximum allowable load capacities based on the following assumptions: — Simple span, uniformly loaded conditions, with provisions for positive drainage (A" per foot slope minimum) in roof applications. — Span indicates distance from inside face to inside face of bearing plus 3 ". — Top chord no -notch bearing clips with 13/4" bearing. Higher values may be possible with other types of bearing clips. 6 • Straight line interpolations may be made between depths and spans. • These tables may also be used for bottom chord bearing trusses with or without cantilevers —at one or both ends. Cantilevers are limited to 16 of the main span provided that the inboard shear for cantilevered conditions is limited to 2,500 Ibs for the TJL'" and TAX" truss series. • Values in shaded areas may be increased 7% for repetitive- member use. iLevel Trus Joist® Commercial Open - Web Truss Specifier's Guide COM - 3000 January 2007 General Notes continued on page 7 122.2 De th 14' 16' 18' 20" 22' 24' 26' 28' 30' 32' 34' 36' 38' 40' Span 1NSn limn mesa Jinn HOWL 1t %n 01%11 nun IN %n lHS %n. IH%tI 70sn 'inn limn lwsu ussw 11011. 11ssn 1N%U us %n IN %il 115sn nom ns %n IN %n 116% ft IN%U Isom I la n Its %n IM%U ns %n INLL llssn tM %U taus unit 'mu 1 1s%n Mil 1L Its %il IN %a USSR IM n %L IIOm ' 'WALL IMYI 1N %n lust'. 1 N %n Jinn Nlsn 115 %II INSU insn 14' 288 330 1 322 370 332 382 334 393 347 377 313 360 308 354 314 357 301 327 289 325 279 321 1264 306 ' 262 302 230 283 261 359 402 416 426 410 391 385 394 376 361 341 309 328 308 18, 224 259 254 297 281 340 299 355 315 365 307 362 307 361 296 340 291 342 280 325 270 291 261 283 257 296 244 273 174 281 230 323 355 385 397 387 384 370 363 353 337 305 305 276 18' 188 218 220 253 249 286 278 313 296 333 295 339 309 338 283 325 282 334 272 313 256 300 250 294 245 282 234 263 124 235 164 279 208 310 255 340 357 366 352 352 343 325 319 306 282 261 246 281 268 307 284 _360 317 __ 274 307 _ 273 314 20' 126 182 182 208 204 232 226 260 307 248 289 235 280 220 262 233 261 90 198 122 227 154 256 190 281 227 306 324 330 325 316 305 314 305 285 283 22 , 70 155 142 177 173 199 192 220 210 240 228 251 235 269 251 292 _ 266 290 258 289 245 278 246 278 203 264 209 259 66 1 : 90 192 117 216 144 240 174 263 205 273 299 295 299 301 276 280 282 282 2 4� 90 148 145 169 111 184 180 206 195 218 210 238 224 255 233 267 236 210 241 260 240 263 227 258 163 242 138 69 162 90 181 112 203 136 220 159 237 186 259 214 273 274 277 269 267 270 252 26, 107 123 104 143 138 160 153 175 163 186 175 207 187 223 205 232 210 244 2 237 225 231 207 240 171 235 118 137 70 156 88 175 108 193 128 210 150 225 172 240 194 254 254 241 247 249 247 28, 93 109 60 124 112 138 132 151 144 164 155 181 170 191 177 205 106 214 190 221 200 219 1 222 200 214 101 119 55 136 70 152 86 165 103 181 120 195 139 212 158 220 179 227 240 235 230 227 30, 82 96 108 78 120 115 132 127 145 137 158 141 166 158 179 163 189 167 195 111 199 17J 199 171 201 84 105 118 57 132 70 145 84 156 98 170 114 183 129 196 147 206 165 211 217 211 204 3 2, 70 82 95 105 Of 116 111 126 121 140 130 148 188 155 148 167 151 ,176 161 180 102 1 83 150 186 70 88 803 115 57 127 69 139 81 151 94 158 107 170 121 183 137 191 151 196 199 198 34, 58 72 83 93 12 103 90 112 106 123 116 1 33 124 143 130 149 135 156 141 164 148 169 141 173 58 78 91 101 47 112 57 123 68 135 79 146 90 153 102 ..14;3 115 110 128 '178 141 183 187 36, 49 65 73 83 92 100 116 109 102 118 110 127 136 35 123 142 '726 148 132 151 136 160 49 66 80 91 100 110 57 119 66 129 76 139 81 148 97 154 109 160 120 167 132 171 42 56 66 74 82 90 65 98 06 105 98 112 11 120 111 127 715 135 1'12 138 115 142 4 2 56 72 81 89 98 48 106 56 115 65 124 74 4 °33 83 140 93 147 102 150 113 154 Cli 48 59 68 75 82 89 09 96 06 103 119 110 99 '117 1 1 121 1 127 100 131 48 62 74 81 89 97 48 1415 56 113 63 120 it# 80 133 88 139 97 14 4 el 42 54 62 68 75 81 8 8 12 93 77 99 :,52 " 106 14 112 S5 116 0 2 121 42 54 67 74 82 89 95 48 102 55 109 62 116 69 122 76 127 132 44, 47 56 62 68 73 80 86 10 90 66: 96 11 102 69 107 63 111 47 59 67 74 80 81 92 48 98 54 105 60 1 1° 61 117 12 1 Cil 41 51 56 62 67 12 78 83 88 93 97 100 41 51 61 67 73 79 85 90 95 101 10 112 45 52 57 61 66 71 76 81 86 9D 94 45 55 61 12 72 77 83 88 93 99 102 40 48 52 57 61 66 70 76 ` 79 ` 84 88 40 49 57 61 72 art 743 , 1t 416 91 94 44 48 52 57 61 65 77 81 44 53 57 61 66 11 84 88 45 49 53 57 60` 64 68 12 76 39 47 53 57 62 66 70 1'4 78 82 42 45 49 ' 53 56 60 63' 67 70. 42 49 — 42 5 3 46 5 7 49 61 52 43 5 !19 59 13 62 , 78' 66 38 45 50 '3Y 66 68 71 - 1181 : 40 43 46 49 52 55 68" 62 40 47 49 ; .- 67 TJ LTM TRUSS ALLOWABLE UNIFORM LOAD TABLE (PLF) / PARALLEL CHORD For economical truss design, see page 5. • See pages 4 and 5 for avail able depths and profiles. For depths and profiles not shown, use TI-Beam• software or contact your iLevel Trus Joists Commercial representative for assistance. • Green numbers refer to 115% Total Load (TI). General Notes • Revel Trus Joist Commercial open -web trusses will be custom designed to the specified loads. Values shown are maximum allowable load capacities based on the following assumptions: — Simple span, uniformly loaded conditions, with provisions for positive drainage (A" per foot slope minimum) in roof applications. — Span indicates distance from inside face to inside face of bearing plus 3 ". — Top chord no -notch bearing clips with 13/4" bearing. Higher values may be possible with other types of bearing clips. 6 • Straight line interpolations may be made between depths and spans. • These tables may also be used for bottom chord bearing trusses with or without cantilevers —at one or both ends. Cantilevers are limited to 16 of the main span provided that the inboard shear for cantilevered conditions is limited to 2,500 Ibs for the TJL'" and TAX" truss series. • Values in shaded areas may be increased 7% for repetitive- member use. iLevel Trus Joist® Commercial Open - Web Truss Specifier's Guide COM - 3000 January 2007 General Notes continued on page 7 122.2 F • BENTLEY Current Date: 1/16/2008 4:40 PM Units system: English File name: scb Diagram 1 81.415 40.708 0.000 -40.708 -81.415 Diagram 2 11.582 5.791 0.000 -5.791 11.582 81.415 - - - r 0.00 4.00 8.00 12.00 16.0020.00 24.0028.0032.00 38.00 -6.104 11.582 15.39 (Kip] - r — / 0.00 4.00 8.00 12.00 16.00 20.00 24.0028.0032.00 36.00 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Lateral Forces BTL ENGINEERIN G Costco Optical Addition 07- 077 -13 Criteria Code: IBC 2006 /ASCE 7 -05 Occupancy Category: Site Class: Basic Wind Speed: Exposure to Wind: Structural Systems: II - Other Structures V ASCE Table 1 -1 / = 1.00 (ASCE Table 11.5 -1, Seismic Factor) /s = 1.00 (ASCE Table 7-4, Snow Factor) /,,„ = 1.00 (ASCE Table 6 -1, Wind Factor) S = 1.4 S, =0.48 ID ASCE Table 20.3 -1 F = 1.00 ASCE Table 11.4 -1, IBC Table 1613.5.3(1) F = 1.52 ASCE Table 11.4 -2, IBC Table 1613.5.3(2) 85 mph Special Reinforced Masonry Shear Walls R = 5 S2 = 2.5 Cd = 3.5 Exposure B ASCE Table 12.2 -1 ASCE Table 12.2 -1 ASCE Table 12.2 -1 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 Revision Date: 1/14/2008 ASCE Section 6.5.6.3 IBC Section 1609.4.3 Date: 1/14/2008 Page: L1.1 TL MIMMIIMMEINEumI E NGIINEERIN G Costco Optical Addition 07- 077 -13 Redundancy, p i o Design Base Shear S = F = 1.40 SDS =313 MS = 0.93 Seismic Design Category: Short Period - D 1- Second Period -- D Calculated design base shear: V = C W Cs = C = 0.01 nor where S >_ 0.6g: Cs - SDS 0.5 S R/I C =0.00 C = 0.19 V= 0.19W (ASCE Eq. 11.4 -1) (ASCE Eq. 11.4 -3) Revision Date: Structure Period and Weight: R/I C =0.19 The total design base shear need not exceed: (ASCE Eq. 12.8 -3) (ASCE Eq. 12.8 -4) for T T C = SD1 T (R/I) C = 0.61 C = 0.61 The total design base shear shall not be less than: SM1 = F„S = 0.73 'S %SM1 = 0.49 M other structural systems 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 1/14/2008 (ASCE Eq. 11.4 -2) (ASCE Eq. 11.4 -4) C t = 0.020 ASCE 9.5.5.3.2 x = 0.75 Building Height, h =fe Period, T = C, (h„)" ASCE Equation 9.5.5.3.2 -1 T = 0.16 T L =f6 • ASCE Table 22 -15 (ASCE Eq. 12.8 -1) (ASCE Eq. 12.8 -2) for T > T (ASCE Eq. 12.8 -5) (ASCE Eq. 12.8 -6) C — SD1TL Cs T (R/1) C = 22.80 Date: 1/14/2008 Page: L1.2 BTL ENGINEERING Sias n~i(- N IS PAALL.'• g3 qs4 x lo INf. kM.t.'' S ?s ,4. 4 c 29 ) 3 WIND L.afiep Us6 LAA LA) J G Mena 4-- I 6, .p 0 612.5) a // 2'19.4,1() (J 2.s!) v '- (6)(iwf) (Its'+ 1 8.1,?. 3.3 ZL /5 5e, s h 0. w e2561 C.AS 14xi.n aN' r 1 3 k (SC 3 (p i Project: 67 -o 0 ?n cam k c 'n.) Project Number. Designed By 7 Date: Client Scale: 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425 -814 -8448 Fax: 425-821-2120 1. /1o& Page. l' 3 BTL ENGINEERIN G Costco Optical Addition 07- 077 -13 Vertical Distribution of Lateral Forces Base Shear: V = 19.04 kips Shear Walls: F = Cvx V Diaphragms: Vx= E F1 i =x (ASCE Eq. 12.8 -11) (ASCE Eq. 12.8 -13) = 1 UZ.UU Kips Ewxhx = 1275 ft -Kips Revision Date: (ASCE Eq. 12.8 -12) N�5 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 1/14/2008 Roof Seismic, Ultimate [E] (kips) 19.04 Seismic, Service [0.7E] (kips) 13.33 Diaphragm Wind N/S [W] (kips) 0.00 Wind ENV [W] (kips) 0.00 Main Floor Seismic, Ultimate [E] (kips) 19.04 13.33 Shear Walls Seismic, Service [0.7E] (kips) Wind N/S (kip s) Wind E/W [W] (kips) [Wl 0.00 0.00 Date: 1/31/2008 Page: L1.6 Seismic Forces Floor Level (from base) Height, h (ft) Story Weight, w (Kips) w (ft-Kips) Lateral Force, F (Kips) Story Shear, EF (Kips) Story Moment (ft-Kips) Portion of Weight at i, Ew, (Kips) Diaphragm Force, Fpx (Kips) Roof 12.5 102.00 1275 19.04 19.04 238 102 19.04 BTL ENGINEERIN G Costco Optical Addition 07- 077 -13 Vertical Distribution of Lateral Forces Base Shear: V = 19.04 kips Shear Walls: F = Cvx V Diaphragms: Vx= E F1 i =x (ASCE Eq. 12.8 -11) (ASCE Eq. 12.8 -13) = 1 UZ.UU Kips Ewxhx = 1275 ft -Kips Revision Date: (ASCE Eq. 12.8 -12) N�5 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425-821-2120 1/14/2008 Roof Seismic, Ultimate [E] (kips) 19.04 Seismic, Service [0.7E] (kips) 13.33 Diaphragm Wind N/S [W] (kips) 0.00 Wind ENV [W] (kips) 0.00 Main Floor Seismic, Ultimate [E] (kips) 19.04 13.33 Shear Walls Seismic, Service [0.7E] (kips) Wind N/S (kip s) Wind E/W [W] (kips) [Wl 0.00 0.00 Date: 1/31/2008 Page: L1.6 BTL E NCI NEERIN G Costco Optical Addition 07- 077 -13 Vertical Distribution of Lateral Forces Base Shear: V = 9.48 kips Shear Walls: F = C„, V Diaphragms: Vx= E F ; =x ais (ASCE Eq. 12.8 -11) (ASCE Eq. 12.8 -13) = bU.ttu reps Ewxhx = 635 Cvx =W ;h; k E 1= 1 ft-Kips Revision Date: (ASCE Eq. 12.8 -12) L c 14,0R-T11= 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425 -821 -2120 1/14/2008 Roof Seismic, Ultimate [E] (kips) 9.48 Seismic, Service [0.7E] (kips) 6.64 Diaphragm Wind N/S [W] (kips) 0.00 Wind E/W [W] (kips) 0.00 Main Floor Seismic, Ultimate [E] (kips) 9.48 Shear Walls Seismic, Service [0.7E] (kips) 6.64 Wind N/S [Wl (kips) 0.00 Wind E/W [W] (kips) 0.00 Date: 1/14/2008 Page: L1.46 Seismic Forces Floor Level (from base) Height, h (ft) Story Weight, w (Kips) w (ft-Kips) Lateral Force, F (Kips) Story Shear, EF (Kips) Story Moment (ft-Kips) Portion of Weight at i, Ew, (Kips) Diaphragm Force, Fpx (Kips) Roof 12.5 50.80 635 9.48 9.48 119 51 9.48 BTL E NCI NEERIN G Costco Optical Addition 07- 077 -13 Vertical Distribution of Lateral Forces Base Shear: V = 9.48 kips Shear Walls: F = C„, V Diaphragms: Vx= E F ; =x ais (ASCE Eq. 12.8 -11) (ASCE Eq. 12.8 -13) = bU.ttu reps Ewxhx = 635 Cvx =W ;h; k E 1= 1 ft-Kips Revision Date: (ASCE Eq. 12.8 -12) L c 14,0R-T11= 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425-814-8448 Fax: 425 -821 -2120 1/14/2008 Roof Seismic, Ultimate [E] (kips) 9.48 Seismic, Service [0.7E] (kips) 6.64 Diaphragm Wind N/S [W] (kips) 0.00 Wind E/W [W] (kips) 0.00 Main Floor Seismic, Ultimate [E] (kips) 9.48 Shear Walls Seismic, Service [0.7E] (kips) 6.64 Wind N/S [Wl (kips) 0.00 Wind E/W [W] (kips) 0.00 Date: 1/14/2008 Page: L1.46 BTL ENG1NEER1NG 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Lateral Diaphragms /Shear Walls -71 5' I, I ( s (5) NYId ONHAIVILI aoolif ez. .0.091 -1* 111-Z°1 ID VI c^^) hi, 0 c3) ) . . . • • • . 5' 82 I . _ - 'PA i iii if IMICIBili= ®4 � 1"t'�1�11 1 1■917 J ®raor--a ,ar Shy"• r- K..t i� • I i l 213EMISENIIIIISIERLIDEMIMIEMEMIERE0E1 ��1� Y :� ra m1u______ ,o• /UM= . C.L.M klainaiNigUil MUM/ wrarrogsnrammem ®�CIZIONI1 C-7 CZ/21l3 11 r1 i§v t:& nsuY�a�va�ri __ .. A'•' " ®i�®i i V 9 ® ;�1 iMIElT1 i�E is 7M6ffi�i aaxss�fa 6�9 m �^ � 1 12=2191 1 I 1i9J13tit to a.1121� r C; ,� ®mil � E�8I R ®IMENI Qt EIZIE2 f l e�i i � lli llEVl EISIIMEIRMIIIMESSI IMINS00,01E15110E110017038210EIMEMEEE MilESI !'. �" ice' f '9i ISIMMIZEIMIEWElatERSIMMIIIIDEZEILMBE0IMEMEIM BENTLEY Current Date: 1/14/2008 3:02 PM Units system: English File name: \(1)10 #5 @32in 24.67 ft (1)5#5 @32in /•P Gioe- w 12.5 ft Level 1 Level 0 14 e -4 Ts. r:d.A BENTLEY Current Date: 1/16/2008 9:59 AM Units system: English File name: Z: \Costco Optical Addition Tukwila \Wall w 1 Openinq.msw 41 R (3)2 85 42 321n Strip 1 565 2 Strip 2 Strip 3 85 75 [MAW' .7 p IMFM vm r aMr ua� s tr.2ntslIRM pe..f p , ff ia^W G L�'�i R£5 v � 13l1 a =3 � Fi t.Ts ii - 63 et=' IWtrIG^�.ri' - mom 3Z=011t0 1222..JCi19v'ffiI7 ®=r'L"^u°°i' ==LIP9GS7®M®FSA6®S4112 221®6S IE =11839 21040 IPSM00' C'�i®6 UXI IMMIJIF.IIMEZIE �.360ISLi@,:lareatIrm06s 1E:11[i:Sk HFI[L JI t'fiLLAMMSEMITIREZIMMI OUCH 111515EFER@F3EIZteti ® ®SiE7M . ..__�..�_._.._..�.� =�1h"i 171 ®tmoure. �. :-- -°°' ' m "Iier±l'�i1�vS£�,69R311'63Li'RE pE,� Cu ..S'0aT'l 06L+ rilli(H. L F"'`,i• Y a s3p..'1i".�H rth7fv till+i' ;&i>af21SiD '3�l�SSF7> GtQ6IDCS ==.i.---- --- v.T 7�9i'✓ 0.1:6 39V£9L .I RTII 5 1, r 1 r y£ �" &: iS�L' G00 IL 100=120101231:201110E G"i9G41tS91£S 6 o ®�� MESIV ®���stlls !ice ® ®®aHZsam ®1� III_ ITIE3r7 120318:10P �® MIE011 1202 IMMItc'00281ls"1£102 11031 211EME8100 11035 115201 83Y 3F 1111220®G 112018 ." &3 aE il=11' =15.S111361 ]122:11 21®,®I -0001 =3 6A&Ia�63i02 1IS3 ® -f tral 7�E33IT` ' - 1 .. gyp^ -c�F 4_1 1 6 1.1 32 M . .._ _ �.� 1_1=1_1_1_.•=1_1_1_==_1_1_1=1_1_1_,=.1:=1_1_1_== � - 1_1_1=1_1 \,(3) 3 85 32 In \(2) 3 05 X 32 In 32 In Level 1 Level 0 MET 10 32 In R (1) 1 12.5 .84 �Stinups:03 a 16 , A4 BENTLEY Current Date: 1/21/2008 1:53 PM Units system: English File name: \ \Btlserver\projects \Costco Optical Addition Tukwila \Wall w 2 Openings.msw Strip 1 51 1 2 . (1)445(p24in (1)215 (a 32 in Smp 2 • 131 4 41 (4) Strip 4 Nd-' WSW:: T omn M SFSIIYNS , E➢ 6'�a R'19• i k'Z4pN"..]i rtr.' ( r3 ®C i11 :1:7'�6$3Er Cu�*I �Gi� � awa r&*a' ergE��1 BEarc �i�l 6 ...2 ( -� �tl- ' 1+n fr.�43 . �3>�W 7 _ � ®�I3aC"�CS4CLER�.T-s^GYfed" � 1 '.IE:96 Sr 7E t .i J,v 9S IBIZI+. ; %/1:11E gG11:1 viR 9iS C4i8LL5�9ea�8 g 6�7�I �t f IM MO= S O= ® ES3ACIDI1a MX ii r3I5 t I iS°=€T,Bi:EI[ i�tI' I. E:1E 39 ®6 riiIF ; .∎m Gi�Etf 1 16 23- "M I "Ili© ...o�a1 3��CS�G�CLF3& 1�8^ em . ®l 'Jei=1120E�0^_�= ®�,�® ®sera ® ® ®�� S9�')9BI __i&c3 �f4�6 !1 C�SIM 5ljarITl_;��®131 51 '8=1J=312811823 . - '9 ® ®6 >�9 3�[ @ m'r = Fialic,>sv1r� — wasiiffiII1:115Z8 SMIZI 1852M$ZI=5= === rillJ ® I� ! 5 7 G^l138© �1 o s �ea fim= l2 ENIUMEMBEIMAA' - MI L CD= 3SMIHL3 ®=81 ) @ IO 12=`,==S79kR38 IG' E8J1 ;11 it 852=1= 4 :1L 1- 1' 8 I 461 (2)50@181n (2)2456321n e1 5 \ _(3) 7 05 ® 32 In Strip 5 1811 (3)3#5 ©32In Level 1 — r 12.5 R Level 0 (4)2 e32 in (1)4e5e24In r41.3 BENTLEY Current Date: 1/31/2008 2:22 PM Units system: English File name: \ \BtIserver\projects \Costco Optical Addition Tukwila \Interior Walis.msw tr 19E2311WIEMEMO EliMBEMEi r E=2 ®moox: ��� E II l � icic IRO Me,EZIKIOMIRMEEEMEMIE EMIECOMMEEMIEBEZEICE lOACU bra' ®m0to `; `'' ®r' ® rk'�'`'.'' E311MMEMEEllitE3EIBEMEEM <!� n� IMMI "' I0Q 1 'rtwMEE EliMMIESEI MEMO 13.25 f1 Level 1 12.51t _L Level 0 9e OM 1) (1 )5 #5 @ 32in BTL ENGINEER] NG 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Lateral Diaphragms /Shear Wall Capacities r w 1 1 f i mam tearing wvwaiaivinaou .me waatm •TVMOULVIAIMUIT seot iii II Ii e 1 16 I Otis ta'4x I 1%16 1110(3' x Bd • x1 0.Ul 14,16 I dale 8A a4, x J 0.131 1 6d'(2'x 0.113) 1%16 1%16 Oise ' Cr 1' x 0.113) I 106 0.1481 14,16 Oise 8804' x 0.131) I 14,16 I F osse �� 1 1 1 .x; €ihi .14, 1 1 4 1 14, 1 14. " 1 14, • ii a s le a . it • . _ _ c i li 1 € 1. >.II, • 175 IN 160 110 320 N N I N 110 1 285. 163 • • 16 11 • 0 185 210 240 'I E 140 I 190 IN 175 • 070 t 1 N 1 173 Nt 1. 175 g 1 211 1 m ill 210 . 253 425 lil IE 210 11NI NINA. 1 410 tIN.NONNN s 315 353 640 600 r3 313 355 • 310 350 395 335 . j 530 1 . 343 310 1 420 1 �• WON seep ,1.6eM4p • 4 m I1 N 1 1 3 I 673 653 E 1 • 610• I 420 473 . 543 I 315 1 475 175 ENV 140 160 . 285 VENN 165 INN 140 1 160 IS 163 185 215 . I 140 1 25 170 .155 175 . 150 • i t! I 175 I __ 155 g1' 1 153 .1 115 Cant unt 01 165 1 I N E N II N I 1 a f;; .190 110 NI a Is F 125 .140 160 e g g 240 130' •110 -E I 119 I ' 110 1 1 105 1 ,� 1 r w 1 1 f i mam tearing wvwaiaivinaou .me waatm •TVMOULVIAIMUIT seot :O BTL ENGINEERING 17924 — 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821 -2120 Miscellaneous ENGINEERING Job: Typical Footing Footing: 8" x 18" Continuous Strip Footing Criteria, Continuous Footing: Soil Pressure: Safe allowable, q a = 2000 psf Total factored, q t = 1.6 x q a qt = 3200 psf Footing Thickness, t = 8 in Net Factored soil pressure, q = q - 1.4 t (concrete weight) q s = 3060 psf One -way shear: Moment: P DL = P« = Safe allowable, q a = Footing width, B = Footing Thickness, t = 1.185 klf 0.308 klf 2000 psf 18 in 8 in Reinforcement: (2) # 4 longitudinal Bar Diameter = 0.500 in Bar Area = 0.20 in As= 0.40 in` Cover: 3 in f c = 2500 psi f = 40000 psi Stem Wall width, C = 8 in Stem Wall Height = 12 in 4) V, = 4) 2 J(fc) bwd = 0.85 d= 4.50 in bw= 12 in/ft 4) V, = 4.6 Kips/ft V u= gsl(B- C) /2 -d] V = 0.1 Kips /ft 4 V, > V OK ( 1 ) Mn = 4 ) Asfy(d - a 12 ) = 0.90 A s = 0.40 in` f = 40000 psi d= 4.50 in a = A /(0.85f,b), where b = 12in /ft a= 0.63 in 4) Mn = 5.0 ft-kips M = 1/2 q x [(B - C) /2] Mu' O Mn 0.3 ft-kips > M OK Footing Capacity = 4,600 p/f (ultimate) 2,875 p/f (service) 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: 425- 814 -8448 Fax: 425-821-2120 i7L C37 (t ) f 1 L :42 ,6 = 1. lkS A z JJ LL-: Z /Ly X 63 Factored column load, P„: P u REQ'D = 1.4 P DL + 1.7 P + 1.4 P stem wall PuREOD = 2.3 klf, required P„ =Bxg P = 4.6 klf, Soil Bearing Capacity Pu Z PuREQV OK Date: 1/25/2008 Page: yt /' / April 15, 2009 City of Tukwila Public Works Department Attn: Joanna Spencer Development Engineer 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 Re: Installation of Utilities on Costco Drive, Tukwila, WA Dear Ms. Spencer: APR 1 7 2009 PV8L1C WORKS Costco is the lessor of certain property generally known as Costco Drive (a/k/a Saxton Drive). Pursuant to an Easement Agreement dated July 30, 1996, recorded at 9608130150, Costco granted Home Depot a nonexclusive access easement across Costco Drive. There is no limitation in the easement agreement limiting Costco's authority to perform utility work within Costco Drive. If you have any questions or concerns, I can be reached directly at (425) 427 -3585, or via email at rjerebek @costco.com. Cc: George Runne, Mulvanney G2 Very truly yours, Costco Wh : sale _ : poration ti Rick Jerabe Attorney 999 Lake Drive • Issaquah, WA 98027 • 425/313 -8100 • www.costco.com DOS -398 Costco Optical - Production Equi ment Joanna Spencer - RE: Costco Optical - Production Equipment From: "Girard, Arnaud" To: Date: 04/23/2009 3:39 PM Subject: RE: Costco Optical - Production Equipment CC: , "George Runne" Hi Joanna Thank you for referring Costco Optical to King County for plumbing revision to their manufacturing facility. I will be contacting Mike Jorgenson at Costco Optical to schedule a site inspection. I will also review new processes discharging industrial wastewater to the sewer and evaluate the need for wastewater treatment. The King Count discharge authorization for this facility will be revised to reflect changes implemented at the facility. At this time we have no problems with the City of Tukwila issuing Costco Optical a side sewer permit for connection to the sewer system. Feel free to contact me if you have any questions. Thanks again Arnaud Arnaud Girard Compliance Investigator Industrial Waste Program King County Wastewater Treatment Division Phone: 206 - 263 -3012 Fax: 206 - 263 -3001 http: / /www.kingcounty.gov /industrialwaste From: George Runne [ mailto :George.Runne @MulvannyG2.com] Sent: Wednesday, April 22, 2009 3:42 PM To: Girard, Arnaud Cc: jspencer @ci.tukwila.wa.us; mjorgenson @costco.com Subject: Costco Optical - Production Equipment • Wastewater MSDS package • Wastewater process • Letter from Environmental Engineer • Civil drawing C -4 • Plumbing drawing P -2.2 • Equipment layout (A5.02) • Mr. Girard, Please review the attached information concerning the Costco Tukwila Optical project. Attachments include: «Waste water MSDS packet.pdf» «Waste water Process.pdf» «wastewater Ietter.doc» «Sheet C- 4.pdf» «Sheet P- 2.2.pdf» «Sheet A5.02 - Equipment Layout.pdf» Page 1 of 2 Dos-3qS file: / /C:'Documents and Settings \j oanna.TUKWILA\Local Settings \Temp\XPgrpwise \49... 04/27/2009 Costco Optical - Production Equipment If you need anything else, please let me know. Thank You, George Runne I Associate Team Captain MulvannyG2 Architecture 1110 112th Ave NE 1 Suite 500 1 Bellevue, WA 98004 D: 425.463.1479 T: 425.463.2000 F: 425.463.1755 E: george.runne @mulvannyg2.com W: <www.mulvannyg2.com> Celebrating 37 years of DESIGN AT WORK Bellevue, WA I Portland, OR 1 Irvine, CA 1 Washington, DC 1 Shanghai, China • Page 2 of 2 This message contains information that Is confidential or privileged. The information is intended for the use of the individual or entity named above. If you are not the intended recipient, be aware that any disclosure, copying, distribution or use of the contents of this information is prohibited. If you have received this electronic transmission in error, please notify the sender and delete this message and any attachments file: / /C:\Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \49... 04/27/2009 E 0 U m. 3' P' 0! pi U : P m U N 0 ( 9 i1 3: ll] N CO .0) 5 4, m c t N .0 ,m + 17 7 iU) lll • 0 0 :CD .c ;0 0 .m CONCEPT 2 March 2009 City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Attn. Dave Larson RE: Project No. D08 -398 Costco Optical Design Review Dear Dave: I have received and reviewed your Memoranda of 25 February 2009 and have prepared the following response to the item raised. Also, please see the attached spreadsheet. Building 1. Per mechanical updates, the louvers in the exterior walls are to be hard - ducted to equipment. The space should be semi - heated, which will mostly be accomplished by equipment reject heat, but freeze protection unit heaters shall be installed as well. 2. Please see updated room labels on A2.2, attached. 3. Insulation (R -25 rigid, unvented) has been added to A4.1 and 4.2, attached. • Please feel free to call with any questions or comments. Thanks. Sincerely, Martin J. Reimers, AIA Principal ARCHITECTURE, LLC 0 L: P • 0 !co 4) i m 0: • r c. 0 q �3 In '0 CO :In 1 3 i � �L :m :> dU �0 m :0) :p .0 In 1 �0 'L '0) L .0 0 '0 ie) CONCEPT 2 March 2009 City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Attn. Joanna Spencer RE: Project No. D08 -398 Costco Optical Design Review Dear Joanna: Sincerely, Martin J. Reimers, AIA Principal Please feel free to call with any questions or comments. Thanks. ARCHITECTURE, LLC I have received and reviewed your Memoranda of 23 February 2009 and have prepared the following response to the item raised. Also, please see the attached spreadsheet. Public Works 1. Please see update A0.1. 2. Please see civil. 3. Please see civil. 4. Please see civil. 5. I believe this was previously submitted. Please see civil response. 6. Per item 6 on our previous resubmittal, SM refers to Sheet Metal. We had previously updated the note on A4.1. 7. Per our previous resubmittal, the Plant Manager has been notified and will submit annual report. 7 4 March 2, 2009 Mulvanny G2 Architecture 1110 -112 Ave NE, #500 Bellevue, WA 98004 425 - 463 -2000 Attn: Sam Morris Dear Sam, • T. E., Inc. 830 North Riverside Drive, Suite 200 Renton, Washington 98057 Phone: 206 - 241 -2012 / FAX: 206 - 241 -3101 www.tei - engineering.com Re: Costco Wholesale — Tukwila, WA Optical Arc Lab Remodel (TEI#08 -323, MG2#95- 0740 -05) • The following are the Mechanical responses to the City of Tukwila, Department of Public Works: Permit #D08 -398: Building Comments (Comments by: Dave Larson) 1. It has come to my attention that there are open louvers in exterior walls of the addition. This would only be allowed if the space was non - heated. It was proposed to make this space semi - heated as required for freeze protection of the wet sprinkler system. Please revise plans to correct this issue. Response: All air compressors are ducted to exterior louvers. These louvers are the 96/48 supply air louver on the east wall, and the 96/48 condenser exhaust louver on the south wall. This is a closed system and does not use the space as a supply air plenum. There were previously door grilles on the doors of the south and north mech. room. These have been replaced by 36/30 wall louvers with backdraft dampers per this comment. 2. Label all rooms in this new addition for their proposed use. The room now showing a chiller to be removed is not labeled for its proposed use. Response: Added room tags for intended use per comment. See revised mechanical and plumbing sheets. Chilled supply and return water piping to new location of existing chiller have been added to the plans. Please see revised sheets P -2.2. 323MBD 06.doc . ti Costco- Tukwila, WA 3. If insulation is to be installed to make this space semi - heated, show the type and location in the cross - section details. If you have further questions, please call our office. Sincerely, Brian Cawley, P.E. • • Response: Please see revised architectural sheets. 2 323MBD_06.doc February 26, 2009 Martin Reimers 76304 10 St E, Ste B102 Everett WA 98205 Dear Mr. Reimers, Cizy of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #2 Development Application Number D08 -398 Costco Optical Addition — 441 Costco Dr 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: Dave Larson at 206 - 431 -3678 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) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, ifer Marshall it Technician encl File No. D08 -398 P:\Permit Center \Correction Letters \2008\DO8 - 398 Correction Ltr #2.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 6 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • Building Division Review Memo Date: February 25, 2009 Project Name: Costco Optical Permit #: D08 -398 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Sen 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. It has come to my attention that there are open louvers in exterior walls of the addition. This would only be allowed if the space was non - heated. It was proposed to make this space semi - heated as required for freeze protection of the wet sprinkler system. Please revise plans to correct this issue. 2. Label all rooms in this new addition for their proposed use. The room now showing a chiller to be removed is not labeled for its proposed use. 3. If insulation is to be installed to make this space semi - heated, show the type and location in the cross - section details. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. (P:Joanna /Comments 2 D08 -398) •r • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: February 23, 2009 PROJECT: Costco Optical REVIEW #: 2 PERMIT NO: D08 - 398 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Add civil drawings plan list to the Index to Drawings and geotech engineer info to the Project Team List on sheet A -01. 2) On sheet Cl of 4 label location of proposed work related to backflow installation and irri8gation water meter upgrade located at the NW property corner. 3) Revise spelling of proposed RPPA manufacturer, it shall read WILKINS. Submit RPPA cut sheet and circle the backflow you plan to install. Please make sure that the proposed RPPA is on WA State Department of Health list of approved backflows, see attached. 4) On the civil drawing site plan please cross - reference the geotechnical report(s). Please state report title, date and name, address, phone number of the geotech firm. 5) Since Public Works construction permit fee has a progressive fee, please submit a construction cost estimate for all the site work associated with this project. See attached Public Works Bulletin A -1, - 2.the above items, see attached Public Works Bulletin A -1, -2. 6) Plan sheet A-4.1 shows a trench drain with S.M. lining inside the proposed addition. What does S.M. stand for? What is the purpose of the trench drain, what will it be collecting, and where does it drain? 7) Costco has installed a tank on the outside of the building for process water. Applicant shall submit annual test report for a permanent air gap for that tank. This air gap is considered an in- premise isolation. E 0 0 L 7 0 m 1.3 L U CD N • a W m m • U to 3. � 3 U) 0 w Q) Q m L al W N 0 m J ui (1) a) m L 43 (n J� 0 Q 0 ( N • CONCEPT 6 Febuary 2009 City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Attn. Dave Larson and RE: Project No. D08 -398 Costco Optical Design Review Dear Dave: • ARCHITECTURE, LLC I have received and reviewed your Memoranda of 22 January 2009 and have prepared the following response to the item raised. Also, please see the attached spreadsheet. Building 1. A spreadsheet has been prepared which outlines the quanities of the various chemicals to be used as well as the allowable quantities per IBC chapter 3. The sums of the chemicals fall below the allowable quantities requiring multiple control areas, so the building shall not be required to be considered H. Further, since we fall under the requirement for a single control area, no specific control area shall be required per 307.1, exc. 1. Please see previously submitted MSDS sheets for specific chemical characteristics. Please feel free to call with any questions or comments. Thanks. Martin J. Reimers, AIA Principal January 22, 2009 Martin Reimers 7304 — 10 Street SE, Suite B -102 Everett, WA 98205 Dear Mr. Remers • • Ciz of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 to Correction Letter #1 Development Permit Application D08 -398 Costco Optical — 441 Costco Drive This letter is to inform you that your resubmittal received at the City of Tukwila Permit Center on January 20, 2009, is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department need to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Jennifer Marshall Permit Technician Enclosures File: D08 -398 P:\Permit Center\lncomplete Letters\2008\D08 -398 Inc Ltr #1 Con Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 • • Determination of Completeness Memo Date: January 22, 2009 Project Name: Costco Optical Permit #: D08 -398 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave La Senior Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Your response to my Building Division Review Memo dated 12 -1 -08 did not include a list and quantity of hazardous materials used and stored at this facility. Storage and use areas will be needed as well and typically the hazardous materials would involve control areas or a change to an H occupancy. Please show how code compliance is proposed for these concerns. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. E 0 0 m. L 7 0 a) L 0 CO N a m N o m N V In 0 (11 w Ql 4 4) 4) m L a) W N 0 ID a) u 3 In u.i In 4) m m In t 0 1 0 m N CONCEPT 16 January 2009 City of Tukwila 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 Attn. Dave Larson and Joanna Spencer RE: Project No. D08 -398 Costco Optical Design Review Dear Dave and Joanna: • ARCHITECTURE, LLC I have received and reviewed your Memoranda of 11 and 12 December 2008 and have prepared the following response to items raised. Also, please see attached updated drawings and attachments for additional information. Building 1. Materials to be used will be per mechanical submittal, a copy of the MSDS sheets are attached for reference. Public Works 1. Please see attached erosion control plan. 2. Please see attached drawings related to the addition of requested reduced pressure principle assembly. 3. Please see attached drawings related to the uptraded TRPL register. 4. Please see downspout locations added to roof plan, site plan and civil drawing showing additional information related to the drainage system. 5. Attached is a construction cost estimate as requested. 6. S.M. refers to Sheet Metal. See updated text on A4.1. 7. Noted. The Plant Manager has been notified and will submit annual report. All plan modifications have been marked with a revision marker no. 1. Please feel free to call with any questions or comments. Thanks. Sincerely, /.P Martin J. Reimers, AIA Principal 01 -02 -2009 MARTIN REIMERS 7304 10 ST SE SUITE B102 EVERETT WA 98205 RE: Permit Application No. D08 -398 441 COSTCO DR TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 08/08/2008 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 02/04/2009 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 02/04/2009. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will 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, xc: er Marshall Technician Permit File No. D08 -398 9 ity ijTukwila • G Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 December 12, 2008 Martin Reimers 76304 10 St E, Ste B102 Everett WA 98205 RE: CORRECTION LETTER #1 Development Application Number D08 -398 Costco Optical Addition — 441 Costco Dr Dear Mr. Reimers, 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: Dave Larson at 206 - 431 -3678 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) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, fifer M= hall it Technician enc File No. D08 -398 • City of Tit . 7a Department of Community Development P:\Pennit Center\Correction Letters \2008008-398 Correction Ltr #1.DOC jem Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670. Fax: 206 - 431 -3665 • • Building Division Review Memo Date: December 01, 2008 Project Name: Costco Optical Permit #: D08 -398 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. It has come to my attention through review of mechanical pages that there may be some hazardous materials stored and used at this facility. The mechanical plans refer to an exhaust system connected to a flammable storage cabinet in chemical storage room A102. The mechanical plans also show a portion of the coater as having exhaust ducts that exhaust flammable vapors. The permit application, page two, under Fire Protection / Hazardous Materials was not checked yes or no. Please note that when yes is checked we need a list of these chemicals, quantities, storage locations, and MSDS. If an individual cabinet will be used to store hazardous materials, its size and listing specifications should be included in the application also. Unfortunately, we can not review this submittal until we have all information relative to the use and storage of hazardous chemicals. 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 www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: December 11, 2008 PROJECT: Costco Optical REVIEW #: 1 PERMIT NO: D08 - 398 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Since part of the parking lot will be eliminated, erosion/sediment control shall be the first order of business. Please submit an erosion control plan and show erosion control measures and catch basins requiring protection, refer to King County Surface Water Design Manual 1998 edition. 2) A Reduced Pressure Principle Assembly (RPPA) in a freeze protection enclosure (Hot Box/Rock or equal) is required to be installed immediately downstream of the existing domestic water meter. On your site plan please show location of existing domestic water meter and proposed RPPA. Specify water meter size and RPPA size, manufacturer, and model number. Submit RPPA cut sheet and circle the backflow you plan to install. Per December 9, 2008, phone conversation with Mr. Sam Morris, Mulvanny G2, the existing 2.5" Wilkins 975, serial #B16574 RPPA located in the mechanical room will be removed under the PG08 -276 permit. 3) The existing exempt irrigation water meter shall be upgraded with a TRPL register that is compatible to the SENSUS automatic reading system. Radio is not required. Please show irrigation water meter on your site plan and provide a callout note. 4) The new addition has a roof gutter system. Show on your site plan roof downspouts and where there tie in. 5) Since Public Works construction permit fee has a progressive fee, please submit a construction cost estimate for all the above items, see attached Public Works Bulletin A -1, -2. 6) Plan sheet A-4.1 shows a trench drain with S.M. lining inside the proposed addition. What does S.M. stand for? What is the purpose of the trench drain, what will it be collecting, and where does it drain? 7) Costco has installed a tank on the outside of the building for process water. Applicant shall submit annual test report for a permanent air gap for that tank. This air gap is considered an in- premise isolation. (P:Joanna/Comments 1 D08 -398) r September 16, 2008 Dear Mr. Remers Brenda Holt Permit Coordinator Enclosures File: D08 -398 • • i IiL Ala t p Martin Reimers 7304 — 10 Street SE, Suite B -102 Everett, WA 98205 Department of Community Development Jack Pace, Director RE: Letter of Incomplete Application # 2 Development Permit Application D08 -398 Costco Optical — 441 Costco Drive This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 8, 2008, is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, P:\Permit CenterUncomplete Letters\2008\D08 -398 Incomplete Ltr #2.DOC jem Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 I • Determination of Completeness Memo Date: September 16, 2008 Project Name: Costco Optical Addition Permit #: D08 -398 Plan Review: Dave Larson, Senior Plans Examiner 1. Please provide a geotechnical report for the proposed addition. Tukwila Building Division Dave Larson, Senior Plan Examiner, The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 2. Structural design should be based on and refer to a geotechnical study as required above. 3. Compliance with the Washington State Energy Code will be required if the new addition is either conditioned or semi - heated. Note that if the sprinkler system is a wet system, the addition will need to be at least semi - heated for frost protection. Please provide a completed Wa. State Envelope Summary if applicable. A copy of this form is enclosed. 4. Please provide a copy of Wa. State Lighting Budget for the new addition. A copy of this form is enclosed. 5. Door hardware was left blank in the door schedule. Please complete. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. ,l August 12, 2008 • Martin Reimers 7304 — 10 Street SE, Suite B -102 Everett, WA 98205 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Letter of Incomplete Application # 1 Development Permit Application D08 -398 Costco Optical — 441 Costco Drive Dear Mr. Remers • This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 8, 2008, is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Public Works Department: Joanna Spencer at 206 431 -2440 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenzer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, La& d104 Brenda Holt Permit Coordinator Enclosures File: D08 -398 P:\Permit Center\Incomplete Letters\2008\D08 -398 Incomplete Ltr # 1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 1• P: joanna/comments 1 D08 -398 • • PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 11, 2008 PROJECT: Costco Optical PERMIT NO: D08 -398 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please fill out the attached Traffic Concurrency Certificate Application and pay $ 1,000.00 application fee. DEPARTMENTS: Building Division Public Works Complete Comments: Docurnents/routing slip.doc 2 -28 -02 APPROVALS OR CORRECTIONS: • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 -398 DATE: 03 -31 -09 PROJECT NAME: COSTCO OPTICAL ADDITION SITE ADDRESS: 411 COSTCO DR Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued Fire Prevention Structural DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS RO TING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: DATE: Planning Division Permit Coordinator Not Applicable No further Review Required n DUE DATE: 04-02-09 DUE DATE: 04-30-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: BUJWing Division Works Complete Comments: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 - 398 DATE: 03 - - PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 400 COSTCO DR Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n n DATE: Planning Division DATE: Permit Coordinator DUE DATE: 03-05-09 Not Applicable TUES /THURS R UTING: Please Route Structural Review Required u No further Review Required n REVIEWER'S INITIALS: Approved with Conditions Not Approved (attach comments) Li n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 04-02-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 398 DATE: 02 - - PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 400 COSTCO DR Original Plan Submittal X Response to Correction Letter # 1 X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPART ME TS: V 7,,i-G'01 I � t Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete r 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 Zr Structural Review Required ri No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved I I Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP Fire Prevention Structural Incomplete n n DATE: DATE: Planning Division ri Permit Coordinator n DUE DATE: 02-10-09 Not Applicable DUE DATE: 03 -10-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: D2 2(kf) Bldg Fire ❑ Ping ❑ PW Staff Initials: DEPARTMENTS: Bu t/ ling 'vision Public Works Complete ❑ Comments: Documents/routing slip.doc 2 -28 -02 Permit Center Use Only INCOMPLETE LETTER MAILED: 0 2 Departments determined incomplete: TUES/THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: •PERMIT COORD COPY PLAN REVIEW /ROIJTONG SLIP ACTIVITY NUMBER: D08 -398 DATE: 01 -20 -09 PROJECT NAME: COSTCO OPTICAL ADDITION SITE ADDRESS: 441 COSTCO DR Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued Bldg Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division ❑ Permit Coordinator DUE DATE: 01 -22-09 DATE: Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Not Applicable n No further Review Required n DUE DATE: 02 -19-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -398 DATE: 11 -17 -08 PROJECT NAME: COSTCO OPTICAL ADDITION SITE ADDRESS: 441 COSTCO DR Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 2 Revision # After Permit Issued DEPARTMENTS: +00 Building ivlsion Publi Works Structural ❑ Permit Coordinator (\O at ..�, Complete Comments: RMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -18-08 Permit Center. Use Only fi; • INCOMPLETE LETTER MAILED: Cr'i . " —«.:. ..,r.:i i✓ri"i+ Y�. ..� l + . ° : 5 . , . V.1 „ • LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Perniit Center.' Use:Ohly ' ' . CORRECTION LETTER MAILED: 11 [ L1 Departments issued corrections: Bldg` Fire ❑ Ping ❑ PW Staff Initials: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete Structural Review Required ❑ Plan ing Division DATE: Not Applicable ❑ No further Review Required • DUE DATE: 12 -16-08 Iv A Not Approved (attach comments) Fv( ACTIVITY NUMBER: D08 -398 DATE: 09 -11 -08 PROJECT NAME: COSTCO OPTICAL ADDITION SITE ADDRESS: 441 COSTCO DR Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPTr RTME TSti Buil:�ng Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPYr PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Please Route I Structural Review Required vi DATE: DATE: Planning Division n Permit Coordinator DUE DATE: 09-16-08 Not Applicable ❑ Permit Center Use Only l INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bld Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 No further Review Required n n DUE DATE: 10 -14-08 Approved ❑ Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -398 DATE: 08 -08 -08 PROJECT NAME: COSTCO OPTICAL SITE ADDRESS: 441 COSTCO DR X Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Complete Comments: Documents/routing stip.doc 2 -28 -02 PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP n TUES/THURS ROUTING: Please Route 1 I Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: /iX Fire Prevention Public Works a _ - Structural ERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete DATE: DATE: Planning Division DUE DATE: 08 -12 -08 Not Applicable No further Review Required n ❑ Permit Coordinator Permit Center Use Only • pp,, INCOMPLETE LETTER MAILED: �' 12. 0?) LETTER OF COMPLETENESS j ILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ® Staff Initials: DUE DATE: 09-09-08 Approved 1 Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Summary of Revision: - p ht - no Imo! bF I ,n,., --s, IT Stet c-,c W 0 I ST Still, Of Q-iA,l Li') I N( — I ht UI.0 O Sc tio- "NP Received by: C mi/cti/cves REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF . INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION . NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: PROJECT NAME: fixslTi) oPticm SITE ADDRESS: lit PERMIT NO: ORIGINAL ISSUE DATE: REVISION LOG (please print) (please print) (please print) (please print) (please print) VI 03. Itg• OS 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 313 I J ❑ Response to Incomplete Letter # ❑ � Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: 0 .) l CA2i !1 fa- Project Address: I L CoSf '1 ) r Contact Person: ��� {� E Phone Number: (2 349.3 - (-7 / o V) 0 ne,t,s S o_A th e, vi eS+ sole 9 + b►.t ► n NA) Q,r Arti - i & « �r (',tco \applicationslforms- applications on line\revision submittal Created: 8 -13 -2004 D......1. Plan ChecWPermit Number: De ` 33 Steve Lancaster, Director CITY MAR 81 2009 PERMITCWER Steven M. Mullet, Mayor Summary of Revision: " side sp,t � vicLdes Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 05/03/09 Plan Check/Permit Number: DOS-398 ❑ 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: Costco Optical Project Address: 400 Costco Dr RECEIVED MAR 0 3 20091 PERMITCENTER Contact Person: StitstgOrnsfratilal 61 AtrorAtteeAdve, Phone Number: 414'. 4 63. 39 Summary of Revision: eve " (rQa'ver Tb &11,®1p16 >or. R e teu pp (,over ev Ti) PLIGI.C. Woa OziVl etdetr g evesttA, COPY oG ateretAi oil Uwe, 14 Sao - t../DN Isar ®G AONAve0 PA*044445 ( Cove. Le 0 N1eetanic,�. iespIise Ihct oott ttwlSPA Sheer AA2,2, • Romeo swears A®.l, A2.Z, A4.(, d► A4. Cle/Il. S te&rs C CZ, C 3 , k C4 &wino , � . iv r�tr Cealinruwtotd COS esST? 'te FOA. Site 140444 6.x'6 ' peer/ WA- 51-orr 4a. Sh eet Numbers : M 2.Z 1 X40.1, 4, t 2, A411 f X4.2 C1 G2, C 3 C4; "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / 6 1 %A Entered in Permits Plus on O0 9 J` 1 \ applications \forms - applications on line\revision submittal Created:. 5 -13 -2004 Revised: Contact Person: Entered in Permits Plus on City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ftevto7 Response to Incomplete Letter # 1 ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Costco Optical Project Address: 441 Costco Dr Plan Check/Permit Number: D08 -398 RECEIVED CITY OF TUKWILA FEB 06 2009 PERMIT CENTEP Phone Number: 4' 77•2j'z1}c,0 Summary of Revision: rbO‘ _ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: O24 4,4 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Date: 1 g r City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.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. Plan Check/Permit Number: D08 -398 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner 'JAN 2 0 2009 Project Name: Costco Optical Addition Project Address: 441 Costco Dr Contact Person: d, " Phone Number: t / o G r Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1•4 tstaki 0e5 Plan Check/Permit Number: D08 -398 ® Response to Incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: COSTCO OPTICAL ADDITION Project Address: 441 Costco Drive Contact Person: Martin Reimers Phone Number: • 37I 87612 Summary of Revision: RECEIVED CITY OF TUKWILA NOV 171008 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of re v fl.? Received at the City of Tukwila Permit Center by: Entered in Permits Plus on t'� \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: • 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: htrp: //www.ci.tukwila.wa.us Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: L kin Plan Check/Permit Number: 17O qj Response to Incomplete Letter # ❑ Response to Correction Letter # t ire ❑ Revision # after Permit is Issued criti0'n El Revision requested by a City Building Inspector or Plans Examiner SEP 1 1 2008 PERMIT CErrEA Project Name: C` Cif -0 Q Qom( p I DD Project Address: 14L ( r/OC)1770 17 jL Contact Person: S AAA kk o tz l5 Phone Number: ¢z7 A 3. l 3 37 Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: / Entered in Permits Plus on in fi.i `d \applications\forms- applications on linelrevision submittal Created: 8-13 -2004 Name Role Effective Date Expiration Date COLIN, GENE J CHIEF EXECUTIVE OFFICER 09/06/1982 Bond Amount VACURA, TODD PRESIDENT 01/01/2004 968384 JANSSEN, CHRIS SECRETARY 06/03/1985 BALBO, TOM VICE PRESIDENT 08/25/2003 SEABOARD SURETY COMPANY BENNETT, GARY VICE PRESIDENT 06/03/1985 EASTON, MARGO VICE PRESIDENT 06/01/2000 05/05/2004 HALL, JAY L TREASURER 06/01/2000 05/09/2002 LUNSFORD, LARRY JR VICE PRESIDENT 06/01/2000 05/09/2002 RAFTERY, CHRIS VICE PRESIDENT 06/01/2000 05/09/2002 SURINA, DON VICE PRESIDENT 06/01/2000 05/09/2002 PRESCOTT, LARRY 01/01/1980 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 9 TRAVELERS CAS a STY CO OF AMER 968384 06/01/2006 Until Cancelled $12,000.00 06/21/2006 8 SEABOARD SURETY COMPANY 968384 06/01/2002 06/01/2006 $12,000.00 05/09/2002 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LaI 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 Phone Address Suite /Apt. City State Zip County KING FERGUSON CONSTRUCTION INC 2067673810 PO BOX 80867 SEATTLE WA 981080867 Business Type Corporation Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 578023619 ACTIVE FERGUCI000LA CONSTRUCTION CONTRACTOR 6/1/2000 6/1/2010 FERGUHS370NO GENERAL UNUSED Business Owner Information Bond Information Page 1 of 3 https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= FERGUCI000LA 03/16/2009 OPEN WEB TRUSS INSTALLATION I PERSONAL INJURY OR DEATH MAY RESULT FROM FAILURE TO READ AND FOLLOW THIS INFORMATION TRUS JOIST® commercial Weyerhaeuser ATTENTION BUILDER Enclosed is IMPORTANT information on how to safely and properly install Open —Web Trusses JOBSITE STORAGE OF TRUSSES TJL"'and TJLX" Truss 1Y2 "x" TJW" Truss 1Y2" x43/4" E SINGLE —CHORD TRUSS • ALWAYS set truss bundles on stickers placed at the truss pin locations. NEVER store trusses flat or set trusses directly on the ground or in contact with standing water. • Cover truss bundles with paper wrap or canvas tarps to protect them from the weather. DO NOT use plastic covers as they will cause moisture to accumulate on the trusses. PROLONGED EXPOSURE TO THE ELEMENTS HARMS THE APPEARANCE AND STRENGTH OF THE TRUSSES. OPEN —WEB TRUSS IDENTIFICATION DAMAGED TRUSSES MUST BE REPAIRED OR REPLACED NOT THIS DOUBLE —CHORD TRUSS DO NOT allow workers on the trusses until all truss bearings and bracing have been permanently attached. BRACE EACH TRUSS AS IT IS PLACED GETTING STARTED PROPERLY Beam, wall or ledger support (typical) Sheathing and nailing to conform to minimum requirements as set forth by project architect, engineer or local building code. See 8 for allowable nailing. INSTALLATION BRACING BEGIN AT LATERALLY BRACED END WALL OR BEAM SINGLE —CHORD TRUSS DOUBLE —CHORD TRUSS Bridging where shown on drawings 1x4 nailer required; attach with two 8d (2Y ") nails 2x4 starter strut furnished by contractor, with framing anchors furnished by Trus Joist. See 14 —CI and 15 —D1 TJS truss shown (typical). Details for other open —web trusses similar. WARNING WITHOUT CORRECTLY INSTALLED BRACING AS SHOWN BELOW, TRUSSES CAN BOW AND ROLL OVER CAUSING DEATH OR SERIOUS PERSONAL INJURY AND PROPERTY DAMAGE. NOTICE INSTALLATION BRACING AND PROCEDURES, AS WELL AS THE SAFETY OF WORKERS, ARE THE RESPONSIBILITY OF THE INSTALLER. THE INSTALLER SHOULD MAKE SURE THAT THIS INSTALLATION INFORMATION IS UNDERSTOOD BY ALL PERSONS INVOLVED IN THE TRUSS INSTALLATION. Strut bracing furnished by Trus Joist. See plan and 15 —B] for number of rows required. See for truss alignment. Strut bracing furnished by Trus Joist. See plan and 15 —B I for number of rows required. See ® for truss alignment. BOTTOM CHORD BRACING INSTALLATION Cross bracing Cross bracing Nailer required at spans beyond 40 feet Bridging if shown on the drawings Sheathing and nailing to conform to minimum requirements as set forth by project architect, engineer or local building code. See 8 for allowable nailing. 2x4 starter strut furnished by contractor with framing anchors furnished by Trus Joist TYPICAL DETAIL AT END WALL BRACING BELOW IS FOR TYPICAL CONDITIONS. FOR BRACING SPECIAL CONDITIONS SEE DRAWINGS. Nailer and bracing if shown on the drawings BEGIN LIKE THIS IF THERE IS NO LATERALLY BRACED END WALL OR BEAM Roof strut bracing — Floor strut bracing — attach to underside of truss top chord Strut bracing furnished by Trus Joist. See plan and table above for number of rows required. See ® for truss alignment. — REMAINING TRUSSES- INSTALL STRUT BRACING AS EACH TRUSS IS PLACED USE THIS WHEN INSTALLATION BEGINS TYPICAL STRUT BRACE CONDITIONS IN MIDDLE OF BAY (roof, floor or odd space) 5 - ®l Nailer and bracing if shown on the drawings DO NOT stack building materials on trusses before all truss bearings and bracing have been permanently attached. See [7] — 1Y" (10d) nails furnished by Trus Joist cti W El] 2x4 with two 10d (3 ") nails at each truss by contractor DETAIL AT ODD SPACING Cross bracing furnished by Trus Joist. Install as each truss is set. STRUT BR &CING 'OW S?ACING TJS 10 OC TJL" TAP TJH" 12' OC TJW 14 OC . _6_1 INSTALLATION TOLERANCES PERMITTED TRUSS CHORD ALIGNMENT TOLERANCE BEARING CONDITIONS — OVERHANG TOLERANCE OF TYPICAL BEARING HARDWARE (TJSru bearing shown) To provide proper performance, trusses should not vary more than Y2" from a straight line Chord members MAXIMUM SPACING 24" oc maximum in each chord member Sheathing material — Nailing pattern to be per plans and specifications. In no case shall nail spacing be greater than 24" oc in either chord member. Nails shall not be less than 8d (2Y2 ") or greater than 16d (3Y "). Bottom chord of truss should not be out of square with deck by more than Y4" per foot of truss depth (i.e. Y2" for 24" depth truss) CAUTION Maximum of 3 sheets of sheathing per 10 feet of truss length. WARNING , JAILING CLOSER THAN SPECIFIED MAY RESULT IN CHORD SPLITTING. IMPORTANT USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. VERTICAL ALIGNMENT TOLERANCE [711 STACKS OF MATERIAL ON TRUSSES WARNING NO WORKERS OR MATERIALS ARE ALLOWED ON THE TRUSSES UNTIL ALL TRUSS BEARINGS ; ,ND BRACING HAVE BEEN PERMANENTLY ATTACHED. SEE MINIMUM NAIL SPACING Maximum overhang for all truss bearing hardware is Y4 "* * Maximum overhang for TJM series trusses with "Z —Clip" or "Pedestal" bearing hardware is Y2" NOT THIS L_1 FASTENING OF SHEATHING TO TOP CHORD MEMBERS TRUSS SERIES • If more than one row of nails is used, the rows must be offset at least )¢" and staggered. (1) 14 gauge staples may be a direct substitute for 8d (2e) nails if a minimum penetration of 1" into the the flange is maintained. (2) Denotes TimberStrand® LSL, MicroIlam® LVL and /or Parallam® PSL materials. DOUBLE 1.5 "x2.3" MICROLLAM LVL CHORD Trus Joist Open Web Truss Product Sections Refer to plan for series and depth 2x4 MSR LUMBER CHORD TJM TJH 2x4 MSR LUMBER CHORD U¢ "x4%'a "MSR LUMBER CHORD DRAWN �, Structural TJLTh TJS"' TJM"' Composite TYPE NAIL SIZE TJLXn TJW —T TJH'" Lumber ( TJW (Edge Ortentutlon) t , 1 .113" x 2Y2" 4" 1Y,2" 4" 2 3" Sd .131" x 2Y" 6" 1Y" 6" 2" 3„ .128" x 3" 6" 1.i" 6" 2" 3" 10d .148" x 3" 6" 1Y2» 6" 2 " 4" . 128" x :V " 6" t " 6" 2" 3" 12d .148" x 3Y" 6» 1Y" 6" 2Y" 4" .135" x :» 6" iY" 6" 2.)i" 4" 16d .148" x 3,4" 6" 1Y2" 6" 2Y" 4" . 162" x " 8" 1 %" 8" 4" 6" (8 "o LVL) 1 JOBSITE HANDLING OF TRUSSES 6/0 To riky THIS 1Dijci WARNING Do not hit webs with forklift forks. Bent or dented webs must be replaced. WARNING Workers should stay clear when cutting the banding to avoid possible injury from flying banding or toppling trusses. NOT THIS • Trusses will be delivered to the jobsite in bundles of twenty or fewer, banded together for handling and shipment. To avoid damage they should be left in these bundles until they are ready to be installed in the structure. • Miscellaneous hardware such as bearing angles, lag screws, bolts and nails as required for each specific Job will be shipped in bags or boxes with the trusses. • Bridging material and pre —cut blocking items, if furnished by Trus Joist, will be bundled and banded. 4 MATERIAL IDENTIFICATION A. B. C. D. No tab for single —chord trusses A. STRUT BRACING of tubular steel with flattened ends furnished with all open —web trusses. Strut bracin to be installed as each truss is set. See 15 15 — B t 15 — C and 15 B. PLYWOOD EDGE BLOCKING is provided by Trus Joist on some projects and used for nailing sheathing edges. Edge blocking will not prevent trusses from bowing. Edge blocking should be installed after strut bracing (installation bracing) is in place and immediately prior to laying sheathing. C. 2x4 STARTER STRUTS by contractor with one A35 framing anchor (UNO) each end (furnished by Trus Joist and shipped loose). Flatten speed prong and fold portion of vertical tab around end of 2x4. Attach with 6 -8d nails each end. See i5 —Al and D. CROSS BRACING is provided for most bottom — bearing locations. Cross bracing to be installed as each truss is set. Contractor to bend ends prior to installation. See 115 —E I 15 —DI 9 1 FIELD MODIFICATION OF TRUSSES NOT PERMITTED • DO NOT PERMIT CUTTING, DRILLING OR DAMAGE OF THE CHORDS OR WEBS. • DO NOT REMOVE STEEL PINS OR WEBS (EVEN TEMPORARILY). • DO NOT MAKE FIELD REPAIRS TO DAMAGED TRUSSES WITHOUT WRITTEN APPROVAL OF TRUS JOIST. Manufacturer's engineering responsibility is only for the design of the Trus Joist products and not for any supporting structure or loads other than indicated herein. All materials shall be furnished by others, unless specifically noted by "TJ" or by "Trus Joist" herein. IF THESE DRAWINGS ARE STAMPED AS "PRELIMINARY" —This Trus Joist Submittal Package must be provided to the contractor /installer and responsible design professional(s), to be verified and /or corrected for consistency with building design and dimensions. — See separate "TJ Product Package" cover sheet for required "Approval ". — Any changes to building design after approval which affect Trus Joist Products, may affect the product delivery date. Costco Optical Facility Tukwila, WA D ,CLt MAY 14, 7000 FERGUSON CONSTRUCTION SFATTi r~ WA 981O8 CHECKED DATE KY 1 04-16--09 IF YOU HAVE PROBLEMS • Damaged Trus Joist products • Improper fit • Field modifications • Questions about these drawings Call your Trus Joist Representative Nolan Franks Phone: 253 857 -'7600 Or our Design Center Art Diaz Phone: 949 885 -5948 ORDER NO. 08- 033456 SHEET 1 OF 3 Mlerollamai, ParaVamli, Performance Huse, Silent noor2), TimberStrand®, TAO and True Joist® are registered tmdemarb and TJIP. TJL°'. TJL —T". TJIX°'. TJM °. TJS'. TJW''. TJW —T and ILevelO are trademarks of Weyerhaeuser. ® 2007 Weyerhaeuser Company. 1 MAR 09 revised i DO NOT SCALE THIS DRAWING V i :r.' 1 1 i ErAP10202111111111111111111111111101rill/APAINFAII Kurd F O CMU D O N FO 12 U O o Al RED END OF TRUSS CHORD HERE I I l I 3:12 SLOPE 6' -4" 24" START LAYOUT @ 24" OC 0 A Microllarn ®, Porallam ®, Performance Plus ®, Silent Floor®, FimberStrand ®, TJI ®, and TJM® ore registered trademarks and utwI,teuW TJL TM, " JLM TM, TJLXTM, TJWTM, TJSTM, TJH*" and iLevel Thus Joist Commercialm or trademarks of Weyerhaeuser, Federal Way, WA. RED END OF TRUSS CHORD HERE 6 66-4" - r TYP N (0 A11(20 20' -0" TYP 4x10 t Al 2( 8. [YP ROOF FRAMING c\I LOCATION PLAN 128' -W 3' IS" 0 3' 6' GI' SCALE 3 yk," =1' -0" U O RED END OF TRUSS CHORD HERE 15 V O RED END OF TRUSS CHORD HERE FOCMU FO 12 "CMU A14fei A 14(8) I6' -8" 0 FOCMU U O to - MINK SAFETY - READ INSTALLATION INFORMATION BEFORE PROCEEDING r 0 -- PRODUCT I YPE CI TART SEE MATERIAL LIST FOR MORE INFORMATION CALLOUT A MEMBER 14" TJLX TRUSS 3:12 SLOPE ` - to 2E5'-4" A7 1 i I I I 1 A6 A5 —4- II I A4 r III A2 Al i A / \ A A D DRAWN _ AD 05 -11 -09 A BY DATE REMARKS 04 -16 -09 GENERAL NOTES * LEGEND DESIGN CONSIDERATIONS BUILDING CODE: ROOF DESIGN ROOF LIVE LOAD (@ 115 %): DEAD LOAD: - ALL NAILS SPECIFIED IN DRAWING PACKAGE TO BE "C NAILS UNLESS NOTED OTHERWISE. NET WIND UPLIFT (@ 133%): 7 P ADDITIONAL LOADING - FOR ALL LOADS SUSPENDED FROM OPEN -WEB, SEE D 3/3. ALL LOADS MUST BE IN ACCORDANCE WITH DES CALCULATION. XX ( # # ) DRAWING NOTES $ LEGEND - DENOTES PRODUCT CALLOUT AND QUANTITY ON PLAN "XX" - STRUCTURAL MEMBER TYPE CALLOUT " # #" - QUANTITY OF STRUCTURAL MEMBERS IN BAY OPEN -WEB NOTES ft LEGEND - NO MORE THAN 40 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP CHORD SHEATHING IS REQUIR - FOR LATERAL SUPPORT OF NON -LOAD BEARING PART UNDER OPEN -WEB TRUSSES, SEE DETAIL 1/3. more - 2x4 STARTER STRUT BY OTHERS, REQUIRED AT THE EACH STRUT ROW, WITH FRAMING ANCHORS BY TJ. DETAIL 5 -A it 5 -D ON OPEN-WEB INSTALLATION SHEE ++ ++ ++ - CONTINUOUS ROW OF METAL STRUT BRACING BY TJ, REQUIRED FOR LATERAL SUPPORT DURING TRUSS INSTALLATION. SEE SECTIONS 4 AND 5 ON OPEN-WE INSTALLATION SHEET FOR DETAILS AND INSTRUCTION - CONTINUOUS ROW OF 2x6 BRIDGING BY TJ, SEE STRO BRIDGING DETAIL 2/3. KEY NOTES DENOTES FRAMING BY OTHERS. BA Costco Optical Facility Tukwila, NA DATE CHECKED DATE 08•398 KY 1 04- 1G-0ci commercial 200 25 P 15 P ABBREVIATION AFP AOR CL DBL DL FOR FBO FOCMU FOS GC LL LSL LVL OFA OW PLT PSL TJ TJI TYP UNO TERM APPROVED FOR PRODUCTION ARCHITECT OF RECORD CENTERLINE DOUBLE DEAD LOAD ENGINEER OF RECORD FRAMING BY OTHERS FACE OF CONC. MASONARY UNIT FACE OF STUD GENERAL CONTRACTOR LIVE LOAD TIMBERSTRAND® LSL BY 'LEVEL MICROLLAM® LVL BY 'LEVEL OUT FOR APPROVAL OPEN WEB TRUSSES BY 'LEVEL PLATE PARALLAM® PSL BY iLEVEL 'LEVEL TRUS JOIST COMMERCIAL TJI® I -JOIST BY 'LEVEL TYPICAL UNLESS NOTED OTHERWISE TRUS JOIST® ORDER # 08- 03345G Roof SHEET 2 of 3 SF SF SF ED. IBC ETA I L IGN OMMON" ITIONS END OF SEE T. S. NGBACK - DENOTES INTERMITTENT ROW(S) OF METAL CROSS BRACING BY TJ. ATTACH PER DETAIL 12/3. SPACE CROSS BRACING IN ROWS WHERE SHOWN ON PLAN. " #. #" - METAL BRACE LENGTH FROM TIP TO TIP DISTANCE "XII UNDER ROOF UNDER FLOOR SPAN " X " SPAN "x' 0' -20 411 0' -20' 3/4" 20 -40' 2y2 20 -40' 14 40' -60 4" 40 -60 2" DISTANCE "X" (GAP BETWEEN WALL $ TRUSS) SEE BEARING CLIP DETAIL 4/3 2x4 BLOCKING RIPPED BY TJ 2x4 TIMBERSTRAND LSL P.T BLOCKING BY Ti 4x8 P.T. BEVELED PLATE BY TJ, PLATE LOCATE AS SHOWN ON DETAIL 6/3. SLOTTED TRUSS CLIP BY OTHERS TO BOTTOM OF TRUSS, EACH SIDE OF WALL. DO NOT NAIL CLIP TO WALL 2 -10d NAILS EACH END SPACING OF CLIPS AND BLOCKS PER EOR. 12' FIT BLOCKS TO ALLOW FOR MOVEMENT 2x4 BLOCKS (OR MULTIPLE BLOCKS) NAILED TO BRACE NON -LOAD BEARING PARTITION WALL RECOMMENDED ATTACHMENT FOR NON-LOAD BEARING PARTITION ti X1/ / / NIO NAILS BY TJ (3) NAILS EACH SIDE. 74k,"± U UU Cf TJL "NO- NOTCH" CLIP TOP CHORD BEARING 12" CMU WALL (11 NET) DISTANCE "X" (GAP BETWEEN HALL it BRACE) l A I'1icrollarn®, Parallarn®, Perforrnance Plus®, Silent Floor TirnberStrand®, TJI®, and TJM® are registered traderarks and TJLT", TJL1 TJLXTM, TJW"', TJS "', TJNT" and iLevel Tru5 Joist Comrnercial ' are trademarks of Weyerhaeuser, Federal Way, WA. REF. X/XX.X FIELD BEND BRIDGING CLIP BEFORE NAILING TO BRIDGING ROW SEE BEARING CLIP DETAIL 4/3 2x4 BLOCKING RIPPED BY TJ 2x4 TIMBERSTRAND LSL P.T BLOCKING BY TJ 4x8 P.T. BEVELED BY TJ, LOW END OF PLATE FLUSH TO CMU 5 -NIO NAILS BY TJ 5 -16d NAILS CLINCHED, BY OTHERS. TJL, TJLX AND TJ A1 STRONGBACK BRIDGING 8" CMU HALL (7 NET) 2x6 STRONGBACK BRIDGING BY TJ WITH APPROXIMATE 12" LAP. DO NOT SCALE THIS DRAWING REF. 19/53.1 SEE BEARING CLIP DETAIL 5/3 — 2x4 BLOCKING BY TJ — BEAM PER CONTRACT DOCUMENTS 4X8 BEVELED PLATE BY TJ, CENTERLINE OF PLATE _ CENTERLINE GLB REF. 13/53.1 REF. X /XX.X (MAXIMUM LOAD AND LOCATION SHALL BE IN ACCORDANCE WITH APPROVED TRUSS CALCULATIONS) %/e "(0x3J'2" CARRIAGE BOLT, NUT $ HASHER BY TJ LOAD SEE BEARING CLIP DETAIL 5/3— SUPPORT MEMBER BY OTHERS — SUPPORT DETAIL FOR LOADS SUPPORTED FROM BOTTOM CHORD 2x4 BLOCKING BY TJ —\ 4X4 BEVELED PLATE BY TJ 4x LEDGER BY OTHERS 2x4 SKEWED BEARING BLOCK BY TJ (FIELD TRIM AS REQUIRE- ) - (2) 2x ON EDGE BY OTHERS (SPANNING A MIN. OF 2 PANEL POINTS). INSTALL ONE BOLT ABOVE EACH BOTTOM CHORD PIN TO HOLD 2x'5 I N PLACE. TRUSSES ON BOTH SIDES OF GLB. TRUSSES NOT SHOWN FOR CLARITY. THINK SAFETY — READ INSTALLATION INFORMATION BEFORE PROCEEDING -8" CMU WALL_ (7 NET) STRAP NOT SHOWN FOR CLARITY TRUSS SPACING SEE BEARING CLIP, DETAIL "5/3 ", THIS SHEET - TJL /TJW SERIES FACE OF PLATE tt BEARING CLIP @ TRUSS._ CONTRACTOR NOTE: SKEWED BEAM IS I) " LOWER DUE TO BEARING BLOCK. REF. 18/53.1 2 LAYERS OF 2x4 BLOCKING BY TJ. FIELD TRIM AS REQ'D (NOT SHOWN) / / A A A BY SEE BEARING CLIP DETAIL 5/3 DATE 3 Y 1, uu uu AD 04 —I6 —01 TJL "U" CLIP TOP CHORD BEARING 2x6 BLOCKING BY TJ 8" CMU WALL (7 NET) 6 -NIO NAILS BY TJ EACH END REMARKS NIO NAILS BY TJ (3) NAILS EACH SIDE. NOTCHED BEARING PLATE METAL CROSS BRACING BY TJ CHECKED —Costco Optical Facility Tukwila, WA DRAWN DATE INSTALLATION NOTE: METAL CROSS BRACING MAY NOT OCCUR AT EVERY TRUSS SPACE. SEE PLAN SHEET(S) FOR CROSS BRACING LOCATIONS. 40° +-- TJL, TJLX AND TJN CROSS BRACING (TRUSS TO BRIDGING) STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVIDED BY OTHERS. HARDWARE SHOWN IS TO BE PROVIDED BY OTHERS UNLESS MARKED BY TJ.' REFER TO THE CONTRACT DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. - SEE TJI INSTALLATION SHEET FOR WEB STIFFENER NAILING. 4x8 P.T. BEVELED PLATE BY TJ, CENTERLINE PLATE CENTERLINE OF CMU 2x6 BRIDGING ROW. SEE PLAN FOR LOCATION. SEE DETAIL "2/3" FOR PROPER INSTALLATION. - FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. - FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM INSTALLATION GUIDELINES". IF ADDITIONAL COPIES ARE RED ED, PLE'• -E CONTACT iLEVEL TRUS JOIST COMMERCIAL OR GO ONLINE 0 a► . Le N k ■. Ili s DATE KY O4 —IV —01 Taus JOIST' commercial ORDER # 08 - 03345G 3 REF. 23/53.1 Details SHEET 3 OF 3 • TY IP scale date 20' /20/09 GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT (206) 433-0179, 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING (206) 433-0179. 4, THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMITS(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF THE CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS" AVAILABLE AT THE JOB SITE. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE-APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN CONSTRUCTION STANDARDS", UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL I3E NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83-91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF - TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION, 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1, ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY THE PREMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMIST ON THE JOB SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS; A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AND ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PRE-APPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3 BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. . FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN-WORKED FOR SEVEN DAYS OR MORE. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UN-WORKED FOR TWO DAYS OF MORE IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UN-WORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS., C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UN-WORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AJII THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST HE PROPERTY WHERE SUCH FACILITIES ARE LOCkEED. 8. DURING THE LIFE OF THE PROJECT, THE PREMII I EE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES, WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PINTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. LIALDD12009003V:Iwg\XE 3/30/2009 11:14:14 AM 9, THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE SEDIMENT DEPOSITION RESULTING FROM PROJECT-RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY, THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS ANS ASSOCIATED PERMITS ON THE JOB SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN, D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO APPROVED ESC INSPECTION SCHEDULE - - - AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1, ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OF EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5-FOOT MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING, STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS", AND THE CURRENT "KING COUNTY SURFACE WATER DESIGN MANUAL", UNLESS OTHERWISE APPROVED, 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3, DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. MOM .91111114Mililielmosimownagaiimk, UTILITY PROVI ERS: SANITARY AND STORM SEWERS CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433-0179 WATER CITY OF TUKWILA WATER DEPARTMENT 600 MINKLER BOULEVARD TUKWILA, WA (206) 433-0179 GAS AND POWER PUGET SOUND ENERGY SOUTH KING COUNTY SERVICE CENTER 22828 68TH AVENUE SOUTH KENT, WA 98032 1-800-321-4123 TELEPHONE U S WEST LDA GROUP P40. BOX 625001 LITTLETON, CO 80162 1-800-526-3557 to co 40 5/, SITE DATUM: HORIZONTAL DATUM: NAD 83/91 ORIGINATING STATION 1: WSDOT RAILROAD SPIKE DESIGNATED "25015" NORTHING 169838.728 EASTING 1291631.242 ORIGINATING STATION 2: WSDOT BRASS DISC DESIGNATED 1-1C17-7" NORTHING 155203,872 EASTING 1285446.415 VERTICAL DATUM: NAVD 88 ORIGINATING BENCHMARK: NGS BRASS DISC CEMEN IED IN A DRILL HOLE IN BASE OF VAULT AND LEVEL WITH ITS SURFACE, VAULT IS AT NORTHWEST CORNER OF THE GREEN RIVER BRIDGE ON SOUTH I8011-1 STREET IN TUKWILA, WA. IT IS 2.2 METERS SOUTHWEST OF THE CENTER OF A BIKE PATH, 26.0 METERS NORTHWEST OF THE APPROXIMATE CENTERLINE OF SOUTH 180TH STREET. 20 N 884014" W 334.21' GRAPHIC SCALE 40 Cos Dg.tve BO 160 III IN MIMI immisp■iiimig ( IN FEET ) 1ini ft, SITE LEGAL DESCRIPTION: DESCRIPTION; LOT D OF CITY OF TUKWILA SHORT PLAT NO L-94-0055, ACCORDING TO THE SHORT PLAT RECORDED DECEMBER 26, 1995 UNDER RECORDING NO 9512269001, IN KING COUNTY WASHINGTON. TAX ACCOUNT NO.: 362304-0910-700 CIVIL ENGINEER BUSH, ROE) & HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: JAY DECKER, P.E. (206) 323-4144 SURVEYOR BUSH, RQED & HITCHINGS 2009 MINOR AVE, EAST SEATTLE, WA 98102 CONTACT: DAKIN BELL, P.L.S. (206) 323-4144 . POC. tt130156 ACCESS OWN =zJ t.O. 41 FILE c Permit No. ive By Date: City Of TUkwila BUILDING DIVISION 11 II II ti LI U 11 L OCATION OF PROPOSED WORK Plan review approval is subject to en'ors and omissions. Approval of constniction documents does not authorize the violation of any adopted ce or ordinance. Receipt of approved Field r icy nditions is acknowledged: SET BENCHMARK "A" (SAXON DRIVE) SQUARE TOP BASE FOR HAND OF CONC . RAI ELEVATION 26,55 CHISELED EASTERLY SIDE OF STAIRS ••••••••• SET BENCHMARK 11 B" ELEVATION 28.0o CHISELED SQUARE TOP NE CORNER OF CONCRETE PAD AT DOOR NORTH SIDE HOME DEPOT GEOTECHNICAL ENGINEER KLEINFELDER 2405 140TH AVE. NE, SUITE A101 BELLEVUE, WA 98005 CONTACT: STEVEN FLOWERS (425) 562-4200 kMillark .11.11.•• REVIEWED FOR CODE COMPLIANCE C2 APPROVE f APR 2 2009 C3 (NIC. City of Tukwila C4 BUILDING DIVISION I N '21'4 W 302.95' • VICINITY VAP SCALE: 1 ''=2000' No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal \ and may include additional plan review fees. f \ hese plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac: of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. - Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 21 f COVER SHEET SITE DIMENSION PLAN EROSION CONTROL PLAN GRADING .84 UTILITIES PLAN 1 1 1 1 1 1 1 1 RECEIVED CITY OF TU LA MAR 3 1 2009 PERMIT CENTER REVISION NE_ 01" 311 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 job no. sheet 2009003 00 Cl of 4 '4164.75,1!tAtle U:\LDD\2009003\dwg\XE-GRD.dwq, 3/30/2009 11:18:25 AM 2" A.C. PAVEMENT HMA Y2", PG 64-22 NG SECTION COMPACTED SUBGRADE 95% MODIFIED PROCTOR 8" CRUSHED ROCK COMPACTED TO 96% MAX. DRY DENSITY \AODIF1ED PROCTOR 12" GRAVEL BASE COMPACTED TO 95% MAX. DRY DENSITY MODIFIED PROCTOR MAY BE REQUIRED PENDING SOIL CONDITIONS RADIUS CORNERS, TYP. CONC. CURB BEYOND PLANTING AREA PER LANDSCAPE DRAWINGS #4 BARS CONT. TOP NOTE: 1/2" PRE-MOULDED JOINT FILLER AT 25' O.C. (MAX.) AND AT START AND FINISH OF ALL CURVED SECTIONS FLUSH CURB AT PAVEMENT DUMMY JOINT W/ JOINT FILLER IMPORTANT - NOTE REBAR ® EDGE OF SIDEWALK AT PAVEMENT CONCRETE SLAB, #4 AT 18" 0.C,, MAX. SLOPE "MaiW*WellMOSIONIM.Siiir : vv • E P T 441,140614411 0144•1 CO 51' CO DR-IA..)E, R ViortS) *NM oa S 88'07'54" 693.41' SENTRY , - ;/, ' TEL 6 YDEe • / •‘..‘• ' ; • - . _ 1. 4 . • ;., Ir 1 ' ' v v. Z 1 HI CONC.' • • • WALL/WALK * • . 5" CONC, RET. WALL 44 444 414111a . PWR — TEL _ A/C P VW T. DOC. .960Q130150 ACCESS ESMTN MON. WELL TE=26.89 A/C P z3.C10' 25,00' ONE WAY DO NOT ENTER i \‘, .,;',...., --..e.- . .:- ,... SAXON DRIVE 8 • TALL G DOOR RECESS 8 TALL GARAGE DOOR RECESS ELECT. PANEL PWR L92' 1 1 A/C PVIvrT. 4 YL ir x 1 J YL 1 — — TEL ill l' i II = c_.......,-.....c.r..--.—,,,,,-,.,....7_4..,1- Deu \\ 1 A ,..7-..._, Ili„ , , , './ ., ' ,...- / 4 ...' ".;',,, \ \-' ' ' \ 1 4ECA. \S-.. x . '-' * . '`',- ,.. ,... ".. );,1,- I \ '' \ SET BENCHMARK "A" ELEVATION 26-55 CHISELED SQUARE TOP OF CONC. BASE FOR HAND RAIL EASTERLY SIDE OF STAIRS MON.. WELL/ TE=26.08 4404•104 cm= ammo 90.09:444immappeit4 444 INS* 444 .......4fteatimeacess. .soni INSIBMINISSININNINNOSONSWEIV GRAPHIC SCALE ( m FEET ) 1 inch = 20 ft. REVISION Nal 1)408-3qe z117-4/7,00.9 [- REVIEWED FOFI CODE COMPLIANCE APRIOVED APR 2 8 2009 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVILA MAR 3 • 2009 PERMIT CENTER s job 00 0 LiJ 1- drawn by WPG ole 1 " =.20 ° X " 0 P 0 sheet C2 of 4 checked by 0 0 ft: UJ Lu Z Z 0 8 LL. 0 W. LJ V 0 (,) N JDD dote 1/20/09 2009003.00 drawn by sccile lob no sheet C3 checked by JDD (late 1/20/09 2009003.00 (J L DD12009003Ndwg\XE-GRD.dwg. 3/30/2009 11:19:32 AM JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. imummussommonsmirmaskra 111 MMMMMM vrirmAml MMMMMMMM marim milwimissamr immummummosimammurlarimm Camarm MMMMM mmanfarni L 6 MAX, POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED ININUOMMIIMMIMOM MMMMM WORMIU•MIM•OMINRIUMMI poramismi orfirowsummes MMMMM r missin MMMMM Kill •1111111111111111111•111111•11111 111 :11111111110110:11111111111 •111111111/111•1111111111111•1111“11 •O•M•••OM•OMMEMMI MOM MENOMMUMIMMOMMI rommorommemoppour drommegrio.- t-1 17:1 1=1 1-1 i MINIMUM 4"x4" TRENCH NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE S: \OPROTO \ KING \STD \SILT 4/95 MAINTENANCE STANDARDS 1, ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. TL1 I I CATCH BASIN NO SCALE SILT FENCE NO SCALE 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6" HIGH. STANDARD STRENGTH FILTER FABRIC GRATE FILTER FABRIC PROTECTION 2"x2" BY 14 Go, WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC BACKFILL TRENCH WITH NATIVE SOIL OR 3/4-1,5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 2, IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. 5. IF THE FILTER FABRIC HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE I= CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE I.= OVERFLOW WILL NOT RESULT IN 1 71 • EROSION OF SLOPES. I 1411 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 BASIN PROTECTION, UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. 3 SSMH TE= 25. 36 COC=21 .91 (8"P VC E, W,SE) -91ftear--masag-- sx..784—■ TEL. VAULT MOSA theesx 6 SS( R ) C oSTCc) DiaLVg DOC, 9608130150 ACCESS :SM S TIV C°(1:9— N L B ASN PROTECTION SEE DETAIL THIS SHEET a 1 r-C.D 7-4 1E(12"VV)-23.0 1E(12"E)=23.1 I IE E { 4 6 :S S): 2 2 3 3,3 4 TE- .49 S -E T , I 1 , R i L Y 2 . B 0 N CB c" 1r >i> 1 I 4%b 0 I I : S 9i ; C IN I E.--=27,03 • 4"P VC , SSCO 28,01 E, - 8 TALL G/kFE DOOR RECESS 8' TALL GARAGE / DOOR RECESS EXISTING OPTICAL LAB BUILDING F.F. =28.13 ELECT. / PANEL DOOR re! ±1 • . • 1 HI CONC. t. 4 WALL/WALy .2 , 8" CONC. RET, TE=25.48 1E(12")----23,5 INSTALL CATCH BASIN PROTECTION SEE DETAIL THIS SHEET 9. 17, 67:D€ rt, S 88°07954ti 42- Ie - : , „ aims —ammetterosereauseteiosi 1 .• , c;' 1 If 11 1 1 Li Li A/C MON.. WELL --i TE=126.89 PVIteT, ONE WAY DO NOT .7144.fr-b- 1, 0: \I/ DEC ENTER \\ •-••• A/C PVM'T, r r 1 1 1 11 1 1 ....... Orm*m..mormerviaOr)42 A- q LL J_1 Ogg IMMINL jv = >COW )(N SET BENCHMARK "B" ELEVATION 28.00 CHISELED SQUARE TOP NE CORNER OF CONCRETE PAD AT DOOR NORTH SIDE HOME DEPOT (SAXON DRIVE) ` 15. .-_, I I tai 1..ca6 b iP 6 w . , d 2 WV A/C INSTALL. '1 4D CH 1 1 1 ROTECTION ,A .. , S DE IL IS SHEET ,d 1 4" ( 1:7 1114,ID, L-4^.^4,11.-^141t:ZA ‘ DE 1 1 1 1 '1 1 0 II 11 I L, -0` 1.1 Li 1 4r ii rt• 4 4› +q YL o 4 If A' 1 : 9> INSTALL: +''' , i4 1 4 , 1 1 (.. SILT FE NCE SEE 11: >CI 1 1 e kHHH , : H ii D ETAIL TH1IS SHEET >011 , -1..,0 )(41" 'g A l El n I ne 4 — I 1 1 1 1 1 1 1 1 il I! , 1 1 11 li 11 YL I '\I ' ' ''' - --Hr- -- '"+t - -- •----- 1 : l 1 I 1 I 1 1 1 1 I 11 i; 1 1 1 1 1 1 1 1 4• ,9 ' ' il k„.1 Li u ILJ ' 11 1 1 11 H 1 1 1 4 T xvi k o .111 • 4t OF WORK 'LO Mil \ 1 : I SS XXV I : E 1 YL )04,- 1 1 11 II 1 1 II 11 II 11 4riblet ft 1 1 11 ( X ) i TEL P WR ,,•;0 --- j j 1 A 11 1 1 1 .6\ 11 11 1 1 4 SET BENCHMARK "A" ELEVATION 26.55 CHISELED SQUARE TOP OF CONC. BASE FOR HAND RAIL EASTERLY SIDE OF STAIRS .{.=111111120121210MIMILIdC.....i... Oval —.2 iiimawaismii.emno CB TE.-- 25.69 1E(8"E)---23.4 IE(1 2"W)----- 23.3 8 ADS MON. WELL --1 TE=26.08 I T C P-26.04 IEWE)=23.7 lE0 2" W) =23.8 — FADS "-- 20 42R.S 4 mem mom spearroomeme Cool .411000 I I Z 1 al I `A l 0 10 --01 . 1 . --- AAAmmitalsowswagA il GRAPHIC SCALE ! 20 40 ( IN FEET ) 1 inch 20 ft, NOJ 1)08 3i8 REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2VI9 City of Tulopiiia BUILDING DIVISION 80 RECEIVED CITY OF TUKWILA MAR 3 1 2009 PERMIT CENTER date 8"SS(R) 6 DOM. METER 0.1 N PO CD V) C'1 c‘i 4 NNNN 1111 H F- LO f2 0 14 ""- 11_ 0 0 alte INSTALL 8" x 8" x 6" CUT-IN TEE WITH TWO ROMAC COUPUNGS. E=19 5± (VERIFY INVERT ELEVATION PRIOR TO CONSTRUCTION. SEWER 0 L37% AWCUT EXISTING ASHALT. REPLACE iiy TCH EXISTING PAVING SFTION. / t 25,,a 8 4 / SEWER CLEANOUT IE=25,10, 6" ; CBS 1 %=25 I -1E(1514W)=22.3$ 1E(15"$)=22,48 PART 15' iNV 0 0 1 CB OF WORK EV SDM TE=24,72 TE=24.24 / TEL SENTRY Ell mum, %MIMI commaszawaINERIERIvass mos egg* 1 • CB TYPE 2 TE.----25.82 IE(15"ADS NW)=22,92 12"&10"ADS E --Inanims. ..Mamma....91..--smakk- 0 Ar PkoPERTY c/iv&' INSTALL: REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY. TYPE: WILKINS 975XL 2" DIAMETER IN "HOT BOX" MODEL HB2 SET ON 24" x 50", 4" THICK CONCRETE PAD. COORDINATE ELECTRICAL PROVISIONS WITH GENERAL CONTRACTOR. EXISTING 1-1/2" IRRIGATION METER INSTALL: "SENSUS" 1-1/2 TR/PL A REMOTE MODULE. facttlebesaanos !Waft I I SSCO (RECORD LOCATION) TE=24.47 (CALCULATED) COC=20.37 (CALCULATED) (8"PVC N 88"4814," W 334 21' 'dam. CO5TC0 DR WE. (pgivAT) WS* iseaas SSMH TE=27. 25 1E(3" S)= 21.85 IE(8"N)=21.75 5"P VC c- - SSMH TE.--27, 43 IE(8" E&W)----- 21.9 E(eN)=21.8 p -1/8" RAISE -112 . WIDE BORDER PLAN VIEW 10" 8-3/4" 7.3/4" 15" ELEVATION CAST IRON RING AND COVER LABELED C 0. SIDE SEWER 12 DIA. FIBRE JOINT PACKING 45° BEND EARTH 2' ) FINISH GRADE PLUG NOT TO SCALE City of Tukwila SANITARY SIDE SEWER CLEAN-OUT SHEET: SS-03 REVISION AI: 08.03 1 APPROVAL: B. SHELTON SSMH TE=25.35 COC=21.91 (8"PVC E SE) RUM sorcommv..w.m...... •••■■ TEL. VAULT AM% TEL. - SENTRY Li CS TE= 26,49 IE(4"S)=23.4 IE(6"S)=23.3 LEO 2"E)-4 23.1 1E(1 2"W)=2:3,0 ,§) 8 REF. 6"sS(R) 4'a 1r; =1 = EV7DEC k X cL ' 2 co cuRs MATCH EXIST. Li U TE=27. 03 A/C PVM'T, TEL PWR MATCH EXIST.. t SIDEWALK TE=28.01 8' TALL CARA DOOR RECESS 8' TALL GARAGE DOOR RECESS EXISTING OPTICAL LAB BUILDING F.F. -28.13 E XIST. CONCRETE WALK TO BE REMOVED. /)/'' CON C, WALL ELECT, PANEL DOOR N <0 1 HI CONC. b.. , WALL/WALK, I • TE=25.4 0 1E 2")=23.5 EXIST. SIGN AND BOLLARD TO A/C P Vivi T. RE-INSTALLED AFTER STORM UNE CONSTRUCTION. 1- ‘i DEC ww. Re "77 ;1 7 A;ITI -- li - 7( -- atf„4 9" .1 . r r -S - S VP-'7;5' SSCO(R) SSCO(R) - - 0 DOC. 9606130150 ACCESS ESMTN I I I - II It 11 11 I! ii 4 I SI " .14 ,n27.50 Kr 1 H ii II I t II II II I I II II II II 11 if I t U L MON. WELL -I TE=25.89 ONE WAY DO NOT ENTER , tP \ \\\ \ \ N \ . \ \ SET BENCHMARK "B" CORNER OF CONCRETE PAD AT DOOR NORTH SIDE HOME DEPOT ELEVATION 28, 00 CHISELED SQUARE TOP NE (SAXON DRIVE) 93.41' I TEL (TP) 1 2"ADS PWR A WV ri n If II SA, -CUT ASPHALT AND MATCH EXISTING 4RADE I I I I I II 4) DEC 4 =1 .1 44.7.5!Wfy4M,:i / 7" SET BENCHMARK "A" ELEVATION 28,55 CHISELED SQUARE TOP OF CONC. BASE FOR HAND RAIL EASTERLY SIDE OF STAIRS N litetiva -mptss--axotempASIMasreesms.--.A...- CB TE-= 25.69 1E(8"E)=23.4 IE(12"W)=23,3 8"A7S MON, WELL TE=28.08 FOR EXISTING GEOTECHNICAL CONDITIONS ON THE SITE, PLEASE SEE, "GEOTECHNICAL ENGINEERING LE I I ER REPORT, PROPOSED COSTCO WHOLESALE ARC LAB, REMODEL AND ADDITION, WAREHOUSE N. 190. TUKWILA, WASHINGTON." BY KLEINFELDER DATED NOVEMBER 12, 2008. CB TE=26.04 IE(8"E)=23.7 Ef 1E(12" W)=23.8 8"ADS 9.na, IlhaNS +MO • 127LF0 PVC 0 1.0% MIN. • 6" CLEANOUT TE=27.50 I 25.20 20 ROOF DRAIN DATA. EXISTING CATCH BASIN CONNECT NEW 6' PVC PIPE INVERT ELEV. 23.50 43LFr"6" PVC 0 1.0% MIN. INSTALL 6" DIA. CLEANOUT UPSTREAM SIDE OF 22 1/2" FITTING, IE=26.9± lE= 23,93 CONNECT 4" FOOTING HERE. GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft, CONNECT DOWNSPOUTS TO ROOF DRAIN LINE. SEE ROOF PLAN FOR DOWNSPOUT LOCATION. (DowNsfoolArs 41-trogrA6 fteE HOT Al ..0L)st) - rc' bAY HT - to LAmscope op.- sIDGL-ALte.. pizeAs) These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do nbt authorize violations of adopted standards or ordinances. The responsibility for the adequac: of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date Nill void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: BO REVISION "b0 8" 3 FIF:ClibillE6 CODE COMPLIANCE APPROVED APR 2 8 2009 City of Tukwila BUIWING DIVISION 1 N 88'21'48" W 302495' RECEIVED crry OF TUKWILA MAR 3 1 2009 PERMIT CENTER job na. sheet 2009003.00 C4 of 4 ca. lac HM CONSTRUCTION PHASE 1 G=ENERAL NOTES I. THESE GENERAL NOTES PERTAIN TO WORK DESGRIBED ON ALL GONTRAGT DOGUMENTS. 2. THE GONTRAGT DOCUMENTS CONSIST OF THE OWNER GONTRAGTOR AGREEMENT, THE GONDITIONS OF CONTRACT (GENERAL, SUPPLEMENTARY, AND OTHER CONDITIONS), THE DRAWINGS, THE SPECIFICATIONS, AND ALL ADDENDA ISSUED PRIOR TO AND ALL MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT. 3. GONGEPT ARc.HITEGTURE, LLG IS THE AUTHOR OF THESE PLANS AND CLAIMS A COPYRIGHT IN THESE PLANS AND THE DESIGNS CONTAINED IN THESE PLANS. THIS CLAIM IS MADE UNDER TITLE 11 OF THE UNITED STATES CODE AND ALL APPLICABLE TREATIES AND FOREIGN LAWS. THESE COPYRIGHTED DRAWING FILES ARE TO BE USED FOR REFEREGE ONLY. GATHEXES INC. WILL TAKE NO RESPONSIBILITY FOR ANY CHANGES MADE TO THESE DOCUMENTS BY ANOTHER PARTY AND NO LIGENSE IS GIVEN FOR TRANSFER OF THESE COPYRIGHTS TO ANOTHER PARTY. 4. THE WORK GOMPRISES THE GOMPLE 1 tD CONSTRUCTION REQUIRED BY THE GONTRAGT DOCUMENTS AND INCLUDES ALL LABOR NEGESSARY TO PRODUGE SUGH GONSTRUGTION, AND ALL MATERIALS AND EQUIPMENT INGORPORATED OR TO BE INGORPORATED IN SUCH GONSTRUGTION. 5. SHOP DRAWINGS, PRODUGT DATA AND SAMPLES ARE NOT A PART OF THE GONTRAGT DOGUMENTS. THE ARGHITEGT WILL REVIEW THEM, BUT ONLY FOR CONFORMANCE WITH THE DESIGN GONGEPT OF THE WORK AND WITH THE INFORMATION GIVEN IN THE CONTRACT DOGUMENTS. THE CONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ANY DEVIATION FROM THE REQUIREMENTS OF THE GONTRAGT DOCUMENTS BY THE ARGHITEGTS REVIEW OF SHOP DRAWINGS, PRODUGT DATA OR SAMPLES. 6. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONGE REPORT TO THE ARGHITEGT ANY ERROR, INGONSISTENGY OR OMISSIONS HE MAY DISCOVER. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITH OUT GONTRAGT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. 1. ALL WORK 15 TO CONFORM WITH THE CONTRACT DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION IF UNABLE TO LOCATE DIMENSIONS FOR ANY ITEM OF WORK, CONSULT WITH THE ARGHITEGT BEFORE PROCEEDING WITH CONSTRUCTION. .5. IN THE EVENT GERTAIN FEATURES OF THE GONSTRUGTION ARE NOT FULLY SHOWN ON THE GONTRAGT DOCUMENTS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR GALLED FOR AND SHALL BE REVIEWED BY THE ARGHITEGT. 1. ALL WORK SHALL BE PERFORMED WITHIN STRICT CONFORMANCE TO THE MINIMUM STANDARDS OF THE CURRENT EDITION OF THE IBG, IMG, 1PG, NEG, AND IFG (LATEST EDITIONS) INCLUDING STATE AMENDMENTS AS WELL AS ALL APPLICABLE NATIONAL, STATE, AND LOCAL LAWS, REGULATIONS AND ORDINANCES. 10. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR THE GENERAL SAFETY DURING CONSTRUCTION, AND ALL WORK SHALL CONFORM TO PERTINENT SAFETY REGULATIONS. II. THE GONTRAGTOR SHALL COORDINATE LOGATIONS OF ANY AND ALL MECHANICAL, TELEPHONE, ELEGTRIGAL, LIGHTING AND PLUMBING INCLUDING ALL PIPING, DUCT WORK AND GONDUIT. COORDINATE ALL REQUIRED GLEARANGES FOR INSTALLATION AND MAINTENANCE OF THE ABOVE EQUIPMENT. 12. THE GONTRAGTOR SHALL SUPERVISE AND DIREGT THE WORK USING HIS /HER BEST SKILL AND ATTENTION, HE /SHE SHALL BE SOLELY RESPONSIBLE FOR ALL GONSTRUGTION MEANS, METHODS, TECHNIQUES, SEQUENGES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 13. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR THE AGTS AND OMISSIONS OF HIS/HER EMPLOYEES, SUBGONTRAGTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING ANY WORK UNDER A CONTRACT WITH THE CONTRACTOR. 14. THE GONTRAGTOR SHALL PURSUE WORK IN A GONTINUOUS AND DILIGENT MANNER TO INSURE TIMELY COMPLETION OF THE PROJECT. 15. THE GONTRAGTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS/HER OPERATIONS. AT THE COMPLETION OF THE WORK, HE/5HE SHALL REMOVE ALL HIS /HER WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS /HER TOOLS, GONSTRUGTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIALS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND /OR PROTECTION OF ALL EXISTING AND PROPOSED PIPING, UTILITIES, STRUCTURES, ADJACENT STREETS, AND IMPROVEMENTS DURING THE PERIOD OF CONSTRUCTION. 11 UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOGUMENTS, THE GONTRAGTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIAL, EQUIPMENT, TOOLS, GONSTRUGTION EQUIPMENT, MAGHINERY, WATER, HEAT, UTILITIES, TRANSPORTATION, AND OTHER FAGILITIES AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND GOMPLETION OF THE WORK. Is. THE CONTRACTOR SHALL SUBMIT WEEKLY JOB STATUS REPORTS TO THE ARGHITEGT. THE REPORT SHALL STATE AGTUAL PROGRESS OF THE JOB AND LIST ANY CHANGES OR CONDITIONS WITHIN THE SCOPE OF THE GONTRAGT DOCUMENTS AFFECTING THE JOB PROGRESS. 11. WHERE CONFLICTS OCCUR, GOORDINATE THE LAYOUT AND EXACT LOCATION OF ALL PARTITIONS, DOORS, TELEPHONES AND ELECTRIGAL/GOMMUNIGATION OUTLETS AND SWITGI1E3 WITH ARCHITECT IN THE FIELD BEFORE PROCEEDING WITH GONSTRUGTION. 20. WHERE CONFLICT 15 ENGOUNTERED BETWEEN THE GONTRAGT DOCUMENTS THAT WILL MATERIALLY AFFECT THE QUALITY OR EXTENT OF THE WORK, SUCH CONFLICT SHALL BE RESOLVED TO THE SATISFAGTION OF THE ARGHITEGT BEFORE THE AFFECTED ITEMS AND /OR MATERIALS ARE PURGHASED, FABRICATED AND /OR INSTALLED 21. WHERE PRE MANUFACTURED OR PREFABRIGATED ITEMS AND /OR MATERIALS ARE TO BE INSTALLED - THE CONTRACTOR SHALL VERIFY ROUGH OR FINISHED DIMENSIONS IN THE FIELD PRIOR TO PURCHASE OR FABRIGATION. 22. THE GONTRAGTOR SHALL GUARANTEE ALL WORK AND MATERIALS TO BE FREE FROM DEFECTS FOR A MINIMUM OF ONE YEAR FROM DATE OF FINAL AGGEPTANGE, AND PROMPTLY REMEDY SUCH DEFEGTS AND ANY SUBSEQUENT DAMAGE GAUSED BY THE DEFECTS OR REPAIR THEREOF, AT NO EXPENSE TO THE OWNER. GUARANTEE PERIODS OF GREATER THAN ONE YEAR MAY BE REQUIRED AND CONTAINED WITHIN THE CONTRACT DOCUMENTS. 23 UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS THE GONTRAGTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AND FOR ALL OTHER PERMITS AND GOVERNMENTAL FEES, LIGENSES AND INSPEGTIONS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 24. WHERE ANY ITEM AND /OR MATERIAL 15 INDICATED IN THE CONTRACT DOCUMENTS, AND NOT NECESSARILY DETAILED IN EACH SPEGIFIG GA5E, BUT 15 REQUIRED FOR A COMPLETE AND PROFESSIONAL INSTALLATION - SUGH ITEM AND /OR MATERIAL SHALL BE PROVIDED AS IF SHOWN AND DETAILED IN FULL. PROVIDE MEANS TO FURNISH AND INSTALL. 25. CONTRACTOR TO TEST SUSPECT EXISTING MATERIALS FOR ASBESTOS AS REQUIRED AND ABATE PER ALL APPLICABLE RULES AND REGULATIONS. A.G.T. A.B. A.G. AG. ADJ. ASGR. AL. ALT. APPROX. ARGH. BD. BLDG. BLK. BLKO. BM. B.M. B.O. B.S. BOT. B.W. G/W CAB. G.B. GEM. G.I . G.J. GLG. GHK. BD. GLKG. GLR. GNTR. G.O. COL. GONG. GONN. GONT. CONTR. GOORD. GORR. GSK. G.T. GTR. GMU GP GL DBL. DET. D.F. D.S. D.I . DIA. D I SP. DIV. DN. DR. D.5. D.T. OHO. DWR. (E) E E.J. EL. ELEG. ELEV. ENGL. ENT. E.P. EO. EQUIP. EST. E.W.G. EXP. EXPO. EXT. F. to F. FAB. F.B. F.D. F.EX. F.F. F.G. F.H. F.H.G. F.HY. FIN. FL. F.L. FLEX. ACOUSTICAL CEILING TILE ANGHOR BOLT ASPHALTIC GONGRETE AGOUSTIGAL ADJACENT AGGREGATE ALUMINUM ALTERNATE APPROXIMATE ARGHITEGT / ARGHITEGTURAL BOARD BUILDING BLOCK BLOCKING BEAM BENGH MARK BOTTOM OF BOTH SIDES BOTTOM BOTH WAYS COMPLETE WITH CABINET GATGH BASIN GEMENT GAST IRON GONTROL JOINT GEILING GHALK BOARD CAULKING CLEAR GOUNTER GLEANOUT GOLUMN CONCRETE GONNEGT OR GONNEGTION GONTI NUOUS CONTRACTOR GOORD I NATE GORRIDOR COUNTERSUNK GERAMIG TILE GENTER GONGRETE MASONRY UNIT GENTER POINT CENTER LINE DOUBLE DETAIL DRINKING FOUNTAIN DECOMPOSED GRANITE DROP INLET DIAMETER DISPENSER DIVISION DOWN DOOR or DRAIN DOWNSPOUT DRAIN TILE DRAWING DRAWER EXISTING EAST EXPANSION JOINT ELEVATION ELEGTRIG ELEVATOR ENGLOSURE ENTRANGE ELEGTRIGAL PANEL EQUAL EQUIPMENT ESTIMATE or ESTIMATED ELEGTRIG HATER COOLER EXPANSION EXPOSED EXTERIOR FACE TO FAGE FABRICATE FLAT BAR FLOOR DRAIN FIRE EXTINGUISHER FINICI1 FLOOR FINISH GRADE FLAT HEAD FIRE HOSE GABINET FIRE HYDRANT FINISH FLOOR FLOW LINE FLEXIBLE ABBREVIATIONS FLUOR. F.O.G. F.O.F. F.O.S. FNDN. FPRF. FR. FT. FTC. FURR. FUT SA. SALV. G.I. GL. SLU -LAM CND. OR. GYP. SYP.BD. GFRG H.B. H.G. HOBO. HDWD. HDWR. /HDWE. H.M. HORIZ. HR. HT. or H .E. N. NG. NSUL. NT. JAN. JT. K.D. KIT. K.P. LAM. LAV. L.B. LT. LV. MAGH. MATL. MAX. M.B. MEGH. MTL. MEZZ. MANUF. M.H. MIN. MISC. M.O. M.S. MTD. MULL. N N.I.G. NO. or NOM. N.T.S. OB5. O.G. O.D. OFF. O.H. OPNG. OPP. OPP.H. PART. PL. P.L. PLAS. PL.GL. PLAS.LAM. PLYWD. PNL. PR. FLOURESGENT FACE OF GONGRETE FACE OF FINISH FACE OF STUDS FOUNDATION FIREPROOF FRAME FOOT or FEET FOOTING FURRING FUTURE GAUGE GALVANIZED GALVANIZED IRON GLASS or GLAZE SLUE - LAMINATED GROUND GRADE GYPSUM GYPSUM BOARD GLASS FIBER REINF. GEMENT HOSE BIBB HOLLOW GORE HARDBOARD HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT NSIDE DIAMETER NVERT ELEVATION NGH NGLUDING NSULATION NTERIOR JANITOR JOINT KILN DRIED KITCHEN KIGK PLATE LAMINATE LAVATORY POUND L I SHT LOUVER MAGHI NE MATERIAL MAXI MUM MACHINE BOLT MEGHANIGAL METAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MACHINE SGREW MOUNTED MULLION NORTH NOT IN CONTRACT # NUMBER NOMINAL NOT TO SCALE OBSCURE ON CENTER OUTSIDE DIAMETER OFFIGE OVERHEAD OPENING OPPOSITE OPPOSITE HAND PARTITION PLATE PROPERTY LINE PLASTER PLATE GLASS PLASTIC LAMINATE PLYWOOD PANEL PAIR PRGST. PT. P.V.G. PNT. P *T Q.T. R. RAD. R.B. R.D. REF. REFRIS. REINF. REQ. RESIL. RET. REV. RM. RWD. R.W.L. 5 S.G. SGHED. SEGT. SHF. SHT. SHWR. SIM. SPEG. SG. 5.5. STA. STD. STL. STOR. STRUGT. SUSP. SYM. 5. GL. 5. TO 5. T. or THK. T. T.G. T. ae. T.O. T.O.S. T.O.P. T.V. T.O.W. TEL. TEMP. TERR. THRESH. TRANS. TYP. U.L. U.N.O. V56 VGT VERT. VEST. V.W.G. W. W.G. WD. W.GL. H.I. W/O WP. W.R. WSGT. WT. W.W.M. YD. Y.D. 44 PRECAST POINT POLYVINYL CHLORIDE PAINT PAINT * TEXTURE QUARRY TILE RISER RADIUS RESILIENT BASE ROOF DRAIN REFERENGE REFRIGERATOR REINFORCED REQUIRED RESILIENT RETAINING REVISE or REVISION ROOM ROUGH OPENING REDWOOD RAIN WATER LEADER SOUTH SOLID GORE SCHEDULE SECTION SHELF SHEET SHOWER SIMILAR SPEG I F I GATI ON SQUARE STAINLESS STEEL STATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRI GAL SOLAR GLASS STUD TO STUD THIGK OR THIGKNESS TREAD TOP OF CURB TONGUE $ GROOVE TOP OF TOP OF STEEL TOP OF PAVEMENT TELEVISION TOP OF HALL TELEPHONE TEMPORARY TERRAZZO THRESHOLD TRANSFORMER TYPICAL UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE VINYL 5I CET GOODS VINYL COMPOSITION TILE VERTIGAL VESTIBULE VINYL HALL COVERING HEST WIDTH WITH HATER CLOSET WOOD HIRE GLASS WROUGHT IRON WITHOUT WATERPROOF HASTE REGEPTABLE WAINSCOT HEIGHT WELDED HIRE MESH YARD YARD DRAIN AND ANGLE AT POUND or NUMBER F TERM ARCHITEGT CONCEPT ARCHITECTURE, LLG 1304 IOTH ST. SE SUITE B 102 EVERETT, WA 0 18205 425377.8786 ENGINEER BTL ENGINEERING 17 140th AVE NE SUITE 220 W0 IN , A 0 180 4 5.814.8448 CIVIL ENGINEER BUSH, ROED AND H I TGH I NGS, ING. 2001 MINOR AVE. E SEATTLE, WA 0 18102 206323.4144 206.323.1135 SEOTEGHNICAL ENGINEER KLE I NFELDER, INC. 2405 1 40TH AVE NE, SUITE A- I O I BELLEVUE, WA 18005 425.562.4200 425.562.4201 DEFE SEPARATE PERMIT REQUIRED FOR Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION MECHANICAL PLANS PLUMBING PLANS ELECTRICAL PLANS FIRE SPRINKLER ALARM PLANS DESCRIPTION OF AO ADD APPROXIMATELY 3,000 SF TO EXISTING OPT I GAL MANUFACTURING FAG I L I TY. REMOVE 16 PARKINS SPACES. EXISTING SITE 15 FULLY BUILT -OUT. NEW ADDITION TO BE PLACED OVER EXISTING PARKINS SPACES. ITTAL WI 0111(iSt'• INDEX TO D ARCH' TECTURAL A -0.I COVER SHEET A -I.I SITE PLAN A -2.1 A -2.2 A -23 A -3.1 A -4.I A -4.2 A -5.1 A6.I A FLOOR PLAN ENLARGED FLOOR PLAN - ADDITION DOOR AND WINDOW ELEVATIONS AND DETAILS EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS REFLECTED CEILING PLAN INTERIOR ELEVATIONS STRUCTURAL 5 -1.1 GENERAL STRUCTURAL NOTE 5-2.1 FRAMING PLANS 5 -3.1 FRAMING DETAIL 4.1 NO DETAIL GI L G -I G -2 0 -3 G -4 COVER SHEET 5I TE DIMENSION PLAN EROSION CONTROL PLAN, GRADING AND UTILITIES PLAN REVIS No changes shall be made tote of work without prior approval of Tukwila Building Divis o:i NOTE: Revisions will require a new plan suomlf }Tt and may include additional plan review fens. nINOS IEWED FOR CODE COMPLIANCE APPROVED MAR 10 2009 . 6v „ City of ' I wila BUILDING DIVISION LOCAL E2ESCIFTION THAT PORTION OF GOVERNMENT LOT I, IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.N., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT I IN SAID SECTION 35; THENCE NORTH 81d44'08" WEST, ALONG THE NORTH LINE OF GOVERNMENT LOT I IN SAID SECTION 35, A DISTANCE OF 166.41 THENCE SOUTH 01° 51' 5 WEST, A DISTANCE OF 83.55 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88° 08' 21" EAST, A DISTANCE OF 613.41 FEET TO THE WESTERLY MARGIN OF THE JAMES CHRISTENSON ROAD (ALSO KNOWN AS 70TH AVENUE SOUTH) AS CONVEYED TO KINS COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NO. 15301561; AND AS SHOWN ON THE RECORD OF SURVEY RECORDED UNDER RECORDING NO. 0 140101 0 1001; THENCE ALONG SAID WESTERLY MARGIN THE FOLLOWINS COURSES: SOUTH 07° 38' 20" WEST, 51.00 FEET; SOUTH 10° 52' 40" EAST, 117.12 FEET; THENCE LEAVING SAID MARGIN NORTH 88° 22' 15" WEST, 302.015 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 115.00 FEET, THROUGH A CENTRAL ANGLE OF 40° 55' 21" AND AN ARC LENSTH OF 82.14 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY ALONG ARG OF A CURVE TO THE RIGHT HAVING A RADIUS OF 30.00 FEET, THROUGH A CENTRAL ANGLE OF 40° 28' 55" AND AN ARC LENGTH OF 21.00 FEET; THENCE NORTH �$ 88° 48' 41 " WEST, 334.21 FEET TO A POINT WH I GH BEARS SOUTH 01° 51' 3 WEST FROM THE TRUE P AAievlew a OF BEGINNING; THENCE NORTH OI ° 51' 301" EAST, 2; Aa. • , i'oPdl of c FEET TO THE TRUE POINT OF BEGINNING. FILE COPY it NO. 0 9r`b )proval is subject to errors and omissions. instruction documents does not authorize the violation ( f any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledg d BY Date o SITE INFO OWNER ADDRESS APN BUILDING AREA EXISTING ADDITTION TOTAL ZONING BUILDING OGG. BU I LD I NO TYPE CODE USED i=ROJEGT LOCATION a / City Of Tukwila BUILDING DIVISION GOSTGO WHOLESALE CORPORATION 441 GOSTGO DR TUKVILA, WA 18188 3623040110100 34,834 SF 2, - 3 SF TUG F -I TYPE VB, FULL( SPRINKLED 2006 IBC, W/ WA STATE AMENDMENTS GOSTGO DR CORRECTION LTR# PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: '( Date: /Q RECEIVED CITY OF TUKWILA MAR 0 3 2009 PERMIT CENTER S ISOTH ST PHASE 11 :J Q LL J a 0 0 IA] 0 w w 2 0 0 ui a F 0 w H I 0 a a w 0 Z 0 0 II0 0 aI a w n a w > W a 0 Im w 1- 3 w 10 0 I F 0 0 0 0� Z 0' 0 If) CONCEPT BUI LCI NG DATA BUILDING OCCUPANCY (Major) OCCUPANCIES (Ch 3) RECD. SEPARATIONS (508.3.3) SEE 508.3.1 ACCESSORY USE AREAS CONSTRUCTION TYPE (Ch. 5) FIRE RATING REQ FOR BLDG. ELEMENTS (Table 601) STRUM'. FRAME BEARING, EXT./INT. NONBEARING EXT. NONEEARING INT. FLOOR OONST ROOF CST. EXTERIOR WALLS BASED LPON FIRE SEPARATION (Table 602) <5 ' >5- <10 >10 - <30 NIXED USE AREA CALCULATION OCCUPANCY 37823 F -1 B, accessory S, incidental RAT1 O AF HITEC FLJTE, LLC ACTUAL AREA 37823 0 0 '` Area of building is Unlimited per 507.6 F -1 37823 40375.00 0.94 0.94 TYPE VB 1<=10', EXIST INS STRUGTURE 0>10' ALLOW. Frontage Table 503 Increase 8500. 6375.00 9000:: 6750.00 13500: 10125.00 3, accessory S, incidental o 0 42750.001 64125.00 0.00' 0.00 (MUST BE LESS TAN 1.0) I. CONFIRM EXISTING ILLUMINATED EXIT SIGN AS SHOWN OR ADD NEW. EXIT SIGNS TO CONFORM TO IE3G 1011. 2. VERIFY EMERGENCY LIGHTING CONFORMS TO CURRENT REQUIREMENTS. ADD NEW AS NECESSARY OR AS SHOWN. EXIT SIGNS CONTAINING EMERGENCY EGRESS LIGHTING MAY BE INSTALLED WHERE APPLICABLE AND DESIRED. EMERGENCY LIGHTING TO COMPLY W/ IBC 1006. Fire Sp. Increase AREA/ floor Building 25500 40500 LEGEND CODE 1r'SI S PREIJEL f I : ALLOWABLE INCREASES (506) FRONTAGE F- PERIMETER OF BLDG FRONT! office) A PUBUC WAY (20 MIN) 40375.00:: 42750.00:: 64125.00' INCREASE TYP I GAL NOTES ® PANIC HARDWARE EXIT DIRECTION AND NUMBER OF OCCUPANTS ILLUMINATED EXIT SIGN r1 EMERGENCY EGRESS d LIGHTING IEXITI 2/1/2008 P- TOTAL PERIMETER OF BLDG. W -WIDTH OF PUBUC WAY FIRE SPRI N<LERS EXTBRI OR WALL OPEN NGS TABLE 704.8 1 I—R RATED WALL Fire Separation > 30' ALLOWABL!Allowable 40375 ALL EXTERIOR HARDWARE TO BE LEVER TYPE AND SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE IBG, IPG, IMG, NEG, UFG AND (LATEST ADOY I tD EDITIONS) DO NOT SCALE DRAWINGS, IF DIMENSIONS ARE UNCLEAR GONTAGT ARCHITECT FOR CLARIFICATION. ALL GYP. P. TO BE g" TYPE X. stco focal Facility Yes Actual Allowable Height (503 1+1=2 (504. 1 808.00 30.00: 7500 300.00% Allowable Unli rrited % TOTAL Al 100.00" /o 100.00% 0.00% 0.00'/0 p,d eArA tik sac -tcxt o ff- low MECHANICAL EXITING 1421 50. FT. / 300 = 5 00G. 1 EXIT REQ. MECHANICAL EXITING / 8 3 .:T�� OG .I EX REQ MECHANICAL EXITING 'Mb 50. FT. / 300 = 3 OGG. I EXIT REQ. EXITING 252 SQ. FT. / 300 = 1 OGG. 1 EXIT REQ. NDU STR I AL AREA EXITING: 21,515 5F /I 214 OGG. 2 EXIT REQ. MECHANICAL EXITING 655 SQ. FT. / 300 =3 OGG. I EXIT REQ. OFFICE EXITING 14q_59. FT. /100 = 000.1 EXIT REQ. OFFICE EXITING 206 562. FT / 100= 2 OGG. 1 EXIT REQ. LOCKER AREA EXITING 4 181 SQ. FT. /50 = 20 OGG. 1 EXIT REQ. REVIEWED F CODE COMP, IAw„ APPROVE MAR 10 2009 City of Tukwila BUILDING DIVISION (OFFICE EXITING 185 SQ.FT. /100 1 = 2 OGG. I EXIT REQ. OFFICE EXITING 188 SQ.FT. / 100 =2 OGG. 1 EXIT REQ. �1 ECH. EXITING Iql SQ.FTJ 500 = I OGG. =XIT REQ. REQ. EGRESS WIDTH: 10'7 OCo. IO"IXO.15= 16.05 "WIDE sos CD OF ICE EXITING 410 SQ.FT. / 100 = 4 OC.G. 1 EXIT REQ. GODE / EXITING PLAN y 5/52 " = I -O" ®<62 EXIT OUTSIDE BREAD. AK ;4, ,AXI �v31 t.FT:� j 15 = 42 OGG,, - - 1 u "b408 --3(03 RECCEIVED CITY of wKwlLA O JAN 2 0 2009 PERMIT CENTER PHASE 1 O m w up o � o 90 Yo- kt 0 rsi O tY 0 0 3 O � O3 000 Lij 1- u � Nj fY to ut Di 0 - Si O CZ On X Di ce ro UJ 0 � QuJ N_ QIY O Z u O cr I- < z 00 o1- w Q- m a Di ix <� � 00 knd z4 Q O U1 V W O LAX I ST. P LAN -TER BICYCLE RACK DETAIL IctI -O" 74' -5' 30' -5" 30' -5" GROUND,-)--L, LEVEL EXIST. PLANTER 1' PEDESTRIAN ACCESS _ BIKE RAG COVERED PATI EXIST. PARKING LOT TO REMAIN, TYP. - 6 8 ci' -O" — NEW TRANSFORMER RELOCATE — EXISTING PARKINS EXIST. LIGHT TO BE REMOVED FIXTURES (3 SPACES) OR NEW TO �\ MATCH EXIST. PLANTER COSTGO PR. EXIST. LANDSCAP I NO TO BE REMOVED + -313 SF EXIST. LANDSCAPE TO REMAIN 435E A 7 777Z777777r, EXIST. PARKING LOT TO REMAIN, TYP. EX I ST. LOADING DOCK SITE NOTES I. SITE INFORMATION PROVIDED BY OWNER. 2. ALL EXIST. DRAINAGE TO REMAIN UNCHANGED, TYP. 3. ALL UTILITIES EXISTING. MODIFY AS NEG. 4. NO NEVI SIGNAGE 15 PROPOSED. 5. NO EASEMENTS HERE DELINEATED FOR THE SITE ON THE TITLE REPORT. NEW D W CIVIL Of ROOF L, NEVI-- AIIQ EXISTING BUILDING NEW FLATWORK BETWEEN NEW CURB AND BUILDING, TYP. I 21' -8" 1NELNP1 t — EX 1ST. PARKING I TO BE REMOVED (16 SPACES) L NEW CURB, TYP. L NEW P (AN ER I --- NEW 5 DE ALK EXIST PLANTER 613.41' 31' -8" - NEW LANDSCAPING TOTAL 514 5F EXIST. Pj9d\fFER 1 FIRE TRUCK AGGE4S ROUTE. 20' WIDE, 5b' OUTSIDE RADIUS, tO' INSIDE RADIUS AT TURNS 1 21' -0" LANDSCAPE NOTES I. EXISTING LANDSCAPING TO REMAIN IN ALL AREAS EXCEPT WHERE NEW ADDITION 15 TO BE CONSTRUCTED.. 2. EXISTING LANDSCAPE AREA BE INS REMOVED SHALL BE RELOCATED TO NEW PLANTER OF EQUAL OR GREATER AREA. 3. ALL LANDSCAPE AREAS SHALL HAVE AN AUTOMATI G IRRIGATION SYSTEM PER GI TY CODE. EXIST. PARKING LOT TO REMAIN, TYP. EXIST. PLANTER 358' -5" EXIST. PARKING LOT TO REMAIN, TYP. - EX I Si. FUEL STA1JION TO REND I N, TYP. PARKING ANALYSIS PARKING REQUIRED I SPACE FOR EACH 1000 SF FOR MANUFACTURING FACILITIES. EXIST. AREA - 34,116 35 SPACES NEW AREA - 3,000 3 SPACES TOTAL REQUIRED 38 SPACES TOTAL SPACES EX I STI NO SPACES REMOVED FOR NEW 15' BUILDING SET BACK 151+ SPACES (I6 SPACES) TOTAL SPACES PROVIDED 143 SPACES 1 1 0 1 N co r - I 0 1 1 z 1 � Cr E A ED r• .� � . . FOR '' i A 1 PLIANCE 1APPRC, VED 1 1 MAR 10 , 009 dOfTk �#y � iia BUILLIING DIVi "ION I 10' BUILDING / SET BACK NOTE: NO NEW MECHANICAL EOU I PMENT PROPOSED NO NEW S I GNAGE PROPOSED N 88 48 41 W 334.21 SITE PLAN R = 21.20' R=115 82.14' 1"=20%-o" N 88 22 15 W 302.15' RECEID CITY OE TUK JAN 2 0 2009 PERMIT CENTER PHASE 1 w o �o cZ 0= ° o 0o 0 � N_ 4(Y N 4 � 3 v O t 1- O z 0O 0 0 �! 0 0 - w 4 „ o� zQ p N 0) 0 0 w 0 CO N w 1 m z m 0 0 sgarrAWAWAS 1 MECHANICAL ROOM MECHANICAL r 0 KELGO DLASTER 0 0 1J 1 NEW ADDITION / EXISTING / c r.or A r Amremeassorarei eireassacareizrassorezfigrAssrassarej I � 1 PRODUCTION AREA PRODUCTION AREA INV EQUIP. PANEL MAITENANCE AIR DOOR MACH. HASH FIRE SPRINKLER RISERS 8' -0" HIGH CHAIN 8' -0" HIGH G.M.U. LINK GATE SCREEN HALL MANAGER'S OFFICE MEMBER SERVICE NEW BIKE RACK LOBBY OFFICE MANAGER COMPUTER SERVICE MEN'S RESTROOM LOCKER -AREA FLOOR PLAN WOMEN'S RESTROOM • 4 COVERED PATIO EMPLOYEE BREAK ROOM I /8 " =1' -0° PRODUCTION AREA I ACCOUNT J WALL LESEND COUNSEL REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2009 City of Tukwila BUILDING DIVISION CENTRAL COMPUTER ROOM c) EXISTING WALLS TO BE REMOVED ELECT./ PHONE ELEG. PANEL EXISTING HALLS TO REMAIN 3 5/8" 20 GAUGE METAL STUDS c 16" O.G. W/ 5/8" TYPE X GYP. BD. EA. SIDE NEW CONCRETE MASONRY HALL tO83 CITYS$ JAN 2 0 2009 PERMIT CENTER PHASE 1 z 0 w 0 0 0 IL Z 0 H V 7 cc F ra Z 0 V I R 0 LL a w 0 0 0 1- 01 0 0 1 FE5 2008 DRAWN DATE SHEET 4' -8" 8' -0" REVISIONS PLANTER \ \\ \ \ \\\ \t \ \ \ \ \ \\ I TRENCH DRAIN < I SLOPE DN 8' -4" 4' -8" 12' -&" 4' -8" 12' -8" 4' -8" 4' -8" 8' -0" 4' -8" 8' -0" \` \ \ \ \\ \\ N \ \ \\\ \ \ \\N\ \ \ \\ \\\.\\,\\\\\ FILTER PRESS u - fT r O O r z rn 1 z n — n rnX > m ---1 H rnX { 1110 `Z X N zQ) -6O 1 > H d0c z QD rn dnQ) 0 O ' rn I O co rn z 73 LD cp> -K a r rn JAN 28, 08 MAR 7, 08 NOV 14, 08 19 JAN 09 2 MAR 09 4' -8" EXIST. 8 'x8' OPEN I NS 8 - 0 " PLANTER r 8 - 0 " \\ \\s\\\\\ \ \ \ \ \ \ \ \\ ,\ \ \\ \\\\ 7 FILTER PRESS 4' -0" : \ \ \ \ \ \ \ \ \\\ \\\\\ :\ \ \.\\\ \\�\ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\ \\\ 441 COSTCO DR. 441 COSTCO DR. TRENCH DRAIN SLOPE Dlist ..................... _........_.. z� z 4' -8" L COBTCO OPTICAL FACILITY 8 - O " O 1 >z rn �OX { 44-1 rn O I I� nNEvi 506E5 1N OPN PHASE 1 FOR HM CONSTRUCTION TUKWILA, WA 128' -8" © 2008 BY CONCEPT ARCHITECTURE, LLC THESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT AGT 11 U.S.G. AS AMENDED DECEMBER IciciO AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF IGGO. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED. CONCEPT PLANTER ARCHITECTURE, LLC r 111 y 4' -8" \\\\�\.\\ \\ \ \\\ \\ \ \\\� \ \ \ \ \ \ \ ,,,\\ \.\\\:\ \ .\\\\\\ \ \ \ \ \ \ \L 2 r z rn 730410TH BT BE - BUITE 8102 - EVERETT, WA 98205 426.377.8786 - WWW.CONCEPTARCHITECTURE.COM DOOR SCHEDULE DOOR DOOR FIRE HDWR FRAME ELEV MATERIAL GLAZING FINISH RATING GROUP MATERIAL GLAZING FINISH 1 1 METAL NO PAINT - 01 STEEL - PAINT 2 2 METAL NO PAINT - 01 STEEL - PAINT 3 3 METAL NO PAINT - 02 STEEL - PAINT 4 4 METAL NO PAINT - 03 STEEL - PAINT 5 5 METAL NO PAINT - 04 STEEL - PAINT 6 6 METAL NO PAINT - NOTE 5 STEEL - PAINT DOOR NOTES: . MAXIMUM OPENING EFFORT OF 5LBS AT EXTERIOR AND INTERIOR DOORS. I SLBS MAXIMUM AT FIRE DOORS. 2. DOORS WITH A CLOSER SHALL BE ADJUSTED 50 THAT FROM AND OPEN POSITION OF 10 DEGREES THE POOR WILL TAKE AT LEAST 5 SECOND TO MOVE TO A POINT 5" FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR. 3. ALL DOORS SHALL BE EQUIPPED WITH SINGLE- EFFORT, NON -GRASP HARDWARE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR PER 1008.1.8 4. SEE A0.2 FOR PANIC HARDWARE LOCATIONS. ALL PANIC HARDWARE TO COMPLY WITH IBC I008.1.c1 5. PROVIDE HINGES FOR GATE CAPABLE OF SUPPORTING WEIGHT. MFR. TO SUBMIT SHOP DRAWINGS OF GATE AND PROPOSED HARDWARE. 1 15/16" 8 1 -0 11 DOOR DETA I L 1/4" R.O. 1/4" R.O. OR + -6 ACTUAL LOUVER HEIGHT 5 A23 8 -1/4" � A23 SGREEN 1 15/16" \ Door ELEVATIONS i" TYPE X GYP. BD. BOTH SIDES — TYP., I6d EA. CLIP EA. SIDE @ 24"0C, TYP. GLIP ANGLES 18" O.G. LOUVER DETAI 8 1 -0 11 METAL STUDS PER WALL LEGEND 16 GA. METAL FRAME W/ 18 GA. ANCHORS, 3 PER JAMB. DOOR PER SCHEDULE —PRESS METAL DOOR FRAME BEYOND 3 =1' -0 1- 1/2 =1' -0" / 5 A2 33 6 METAL LOUVER, PAINT 1/4 =1 -0 .° . 1 15/16 GONG. MASONRY UNIT WALL 1 6 6A. N•ETAL PRAMS WELDED 16 6A. METAL FRAME NV 16 6A. ANCHORS, 9 PER JAMB. 6 O A2.3 D 1700R DETAI HOLLOW META. FRAME WITH JAM ANCHORS, CA' TOP 6RIND SMOOTH. GORI6ATED META. 9112IN6 PAINTCD 2X2 METAL T.9 PRAMS 5 X23 GATE DETAI O r- 12" G.M.U. WHERE OGGURS GONG. MASONRY UNIT HALL 16 GA. METAL FRAME W/ 18 SA. ANCHORS, 3 PER JAMB. DOOR PER SCHEDULE PRESS METAL DOOR FRAME BEYOND 1 15/16 METAL SCREW STANDARD SIZES AND LEN6THS 3"=1 \4 INCH PLATE HOUSIN6 WELDED TO FRAME 2X2 FRAME DRILL FOR LATCH I- I/2 " =1 -0" 3 9 r- I 0 I DOOR HARDWARE SCHEDULE HW SET 01: ENTRY 6 EA. HINGE I EA. ENTRANCE LOCK 2 EA 3 EA. I EA. 2 SETS 2 EA. I EA DOME STOP SILENCER FLUSH BOLT DOOR SEALS DOOR SWEEP THRESHOLD HW SET 02: ENTRY 6 EA. HINGE 2 EA. PANI 2 EA CLOSERS 2 EA. 3 EA. 2 SET 2 EA. I EA DOME STOP SILENCER DOOR SEALS DOOR SWEEP THRESHOLD HW SET 03: 3 EA. HINGE I EA. PASSAGE SET I EA. DOME STOP 3 EA. SILENCER HW SET 04: 6 EA. HINGE I EA. PASSAGE SET I EA. MANUAL FLUSH 2 EA. DOME STOP 3 A2.3 3 (A2.3 SIM. 1 15/16" ETA O _1 16 GA. METAL FRAME W/ 15 GA. ANCHORS, 3 PER JAMB. DOOR PER SCHEDULE PRESS METAL DOOR FRAME BEYOND 3PBI 45 X 4.5 AL53PD NEP 5436/F5438 AS REQ. SR64 FB 358 303 AS 345 AV 211A 3PBI 4.5 X 4.5 g827TL /F, LEVER 07 PI461 FC -12 5436/F543bl AS REQ. SR64 303 AS 345 AV 211A 3PBI 45 X 4.5 AL I OS NEP F5436/F5438 AS REQ. SR64 626 IVE 626 SCH 626 IVE OR) IVE 626 IVE AL PEM AL PEM AL PEM 626 IVE 626 VON D 68q LGN 626 IVE GRY IVE AL PEM AL PEM AL PEM 652 IVE 626 5GH 626 IVE GRY I VE 3PBI 4.5 X 4.5 652 IVE ALIOS NEP 626 SCH BOLT FB358N 626 IVE F5436/F5438 AS REQ. 626 IVE GONG. MASONRY UNIT WALL 3 " =1 -0 ■ 2.3 v 9 A2 � 3 / ( DETAIL WINDOW ELEVATIONS 4 GONG. FLATWORK EXP. JT. MAT'L., TYP. HOLLOW METAL DOOR SYSTEM DOOR SWEEP PER MFR. SPEGS. H.G. ACCESSIBLE THRESHOLD GONG. SLAB PER ' , TRUGT 0onC OOn_ METAL LOUVER, PAINT 1- 1/2 "= 1' -0' 1/4" METAL DOWNSPOUTS TIE INTO DRAINAGE SYSTEM PER CIVIL METAL GUTTERS TO MATCH EXIST. ROOF PLAN \ SLOPE DN NEW METAL ROOF, TYP. bob -31a 1 1/5 =1 -0" REVI8WED FOR CODE COMPLIANCE APPROV MAR 10 2009 City of Tukwila BUILDING DIVISION EXIST. ROOF TO REMAIN, TYP. RECEIVED CITY OF TUKWILA JAN 2 0 Z009 PERMIT CENTER PH • E 1 uo �-3 o � N z O _ O p v w N knY ff �o n QL 0 Ho Q o zN 40 kfl Z O 06 O Pw l— O 1 OP P— al z N� 0 0 O 1. z 0 W 0 LU L.L O GMU #2 GMU #5 GMU #3 3 12 NEW ADDTION EXIST. BUILDING C 2 1 EAST ELEVATION � ✓J I � NORTH ELEVATION GMU #4 GMU #1 GMU #2 GMU #5 _/ GMU #3 SOUTH ELEVATION I /S "= I' -O" I /8 "= I' - o" I/8 "= I -o" REMOVE EXIST. SUN SHADE WHERE NEG. REMOVE EXIST. FIXTURES NEW FIXTURES TO MATCH EXIST. DEG. SGONGE 111 11 II MN GMU #5 GMU #3 H)IH GMU #2 NIVH9 HOIH „O -,g EW ADDITION GMU #1 GMU #2 METAL SATE, PAINT TO MATCH EXIST. METAL DOWNSPOUT, TYP., COLOR TO MATCH EXIST. STAND I NS SEAM METAL ROOF TO MATCH EXIST. METAL DOOR PAINT TO MATCH EXIST. 1 11 1 1 1 1 i 1 1 EXIST. BUILDINS GMU LEGEND 1- NATURAL SREY- SMOOTH FACE 03") 2- NATURAL GREY- SROUND FACE (8 ") 3- NATURAL COREY -SPLIT FACE (5") 4 -ROSE BROItIN- GROUND FACE (8") 5 -ROSE BROWN -SPL IT FACE (12") NOTE: ALL GMU TO MATCH EXIST. I N COLOR, SIZE, TEXTURE INSTALLATION REMNED FOR CODE COMPLIANCE APPROV MAR 10 2009 City of Tukwila R UILiINC DIVISION b008379 NEW ADDTION GMU #2 METAL GMU #3 } O 1 LOUVER, PAINT = GMU #5 dJ 9 N N RECEIVED CITY OF TUKWILA JAN 2 0 Z009 PERMIT CENTER PHASE 1 0 r w w pm Xa H I V o0 cv? 0 Op F w N CZ Lj ?o t0 0 0 �o Ho 0s) fto zN Q � O QIT- 3 CZ O O 0 0 v E/ al 0 - < 0 Q� $ � o � ° wu z 0 ct 0 CO co w 0 ri z 0 v a� z 0 v z 0 LL w 0 0 YI a 0 W F a a • m 3 gq W f ri a v 0 O • 0 0 v m 0 u r C WALL DETAIL EXIST. GAP FLASHINS TO REMAIN NEW MTL FLASHING INSENT INTO NEW SAWGUT GROOVE IN METAL JOINT VV PLASTIC NEW METAL FLASHINS TO MATCH ROOFINS NEW METAL ROOFINS 0/ FELT 0/ PLYW'D 0/ JOISTS PER STRUGT. W/ R -25 RIGID INSUL. BTWN. NEW LEDSER PER STRUGT. EXIST. G.M.U. WALL TO REMAI N EXIST. ROOF TO REMAIN C -1 FLASHING DETAIL EXIST. METAL GAP FL/451-111\10 NEW METAL FLASHINS UNDER GAP NEW METAL ROOFINS 0/ FELT 0/ PLYW'D 0/ JOISTS PER STRUCT. W/ R -25 RISID INSUL. BTVIN. NEW LEDSER PER STRUCT. EXIST. G.M.U. HALL EXIST. ROOF STRUGT. FLASHING DETAI METAL STUDS PER WALL LEGEND AND STRUCT. iII TYPE X GYP. S. EA. SIDE BASE EA. SIDE, TYP. METAL TRACK, CONT. ANCHOR PER STRUGT., TYP. GONG. SLAB 3 =1 I -OII I "_ I I -O" METAL ROOFINS FELT 0/ PLYW'D 0/ JOISTS PER STRUGT. W/ R -25 RISID INSUL. STAN 3/4" PLYW'D 0/ METAL JOISTS @ 16" O.G. W/ 5/8" SYP. BD. © BOTTOM FACE NEW METAL DOOR TRENCH DRAIN H/ METAL ORATE SHEET METAL LININS NEW FOOTINS METAL ROOFINS 0/ FELT 0/ PLYW'D 0/ JOISTS PER STRUGT. VV R -25 RISID INSULATION METAL DOOR NEW FOOTINS NEW GMU TO MATCH EXIST, TYP. VARIES BUILDING SECTION EXISTINS GMU HALL TO REMAIN EXISTINS GMU HALL TO BE REMOVED NEW GONG. SLAB 0/ W.P. MEMBRANE 0/ BASE PER STRUGT. EXISTINS FOOTINS 3/4" PLYW'D 0/ METAL JOISTS ®16" O.G. W/ 5/8" SYP. BD. @ BOTTOM FACE EXIST. G.M.U. HALL TO REMAIN EXISTINS WINDOW TO REMAIN NEW GONG. SLAB 0/ W.P. MEMBRANE 0/ BASE PER STRUGT. SLOPE ALL FLOORS TO TRENCH DRAIN EXISTINS FOOTINS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2009 RECEIVED CITY OF TUKWILA MAR 0 3 2009 PERMIT CENTER PHASE 1 a 0 co A -4 j) DRAWN I— . 1 FE5 2008 DATE © MAR 7, 08 SHEET . NOV 14, 08 19 JAN 09 5 2 MAR 09 441 COSTCO DR. H 773 Z r- Ca rn Io' -0" 4 -rn cu >rn orn - 0 -K o H - 3 � �> 00 I I r O 7 rn > 0 rn—i x r - 0 • rn X C O STC O OPTICAL FACILITY PHASE 1 FOR HM CONSTRUCTION TUKWILA, WA it Ox 7l az >Qi z 3 r- 0 � Ox c Zo HO 1 G) 33 0 > C7 ° 0 m c., r O r ca Cam 0 m © 2008 BY CONCEPT ARCHITECTURE, LLG THESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT AGT 11 U.S.G. AS AMENDED DECEMBER IGc10 AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION AGT OF IciGO. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED. N CONCEPT ARCHITECTURE, LLC 730410TH ST SE - SUITE B102 - EVERETT, WA 98206 4E5.377.8786 - WWW.CONCEPTARCHITECTURE.COM r rir G1'NN 11' scale ;HALL E3E PER APPROVED - -"ItE IS REQUIRE SH6LL BE TDERAL STATE, AND L EVISION FOR TAN TED E PR ..,- TH REM E. ...... .. - ..:,....2,_:.'4V: I,- -' A!D ..- PROMPTLY „----...: • ,...-..•_.• --..., REPAI.' '-' 7)STORE, .,,,,„...., SURFACES; . -- WALL: - ,S,.,..:p...RAINi.: -.!i ROSION AND -• - , CONTROL .,.. O R.TE•_Q.TIVE DEVICES .IN ACCQR -,-.„.....,..„...- . •.-_,- :..:...,, .• •.::"'.'"?,:•;::-•••H-... .........,„:„...., .p..FRMITTEE SHALL MONITOR THE DOWNS DRAINAGE ::OPES, AND SHALL, WITH THE'DIRECTOR'S' -RpROVAL, .-REMOVE SEDIMENT DEPOSITION RESULTING FROM PROJECT;- WORK, 10, ALL WORK PERFORMED SHALL BE-PER APPROVED PLANS AND SPECIFICATIONS ONLY, THE PEIRMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROD PLANS AND SPECIFICATIONS ANS ASSOCIATED PERMITS ON THE 008 SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11, AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFOFRE ANY SITE DISTURBANCE OCCURS. bEroRE THE TEMPORARY MEASURES ARE REMOVED, INSTALL .AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES,' 12. THE PERMITTEE SHALL AT ALL. TMES PROTECT SEN SITIVE . 'AREAS, THEIR. -H1)FFRS.,. 'AND A:NAQK.NTriPRIVATETP;• RIGHTS—OF--WAY OR EA5EMENTS. FROM DAt1AGE DURIN :•GRADING OP • THE 'PERMITTEE•.:sHALL RESTORE TO ThE • • • STANDARDS IN EFFECT AT THE TIME -.•::0(. SSUANCE OF THE • PERMIT, SENSITIVE AREAS, THEIR • PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY • pERmITTEn :OPERATIONS.. . .• • ...• 13. PERMITTEE SHALL • ARRANGE FOR AND COMPLY VilITH THE F01,40WINp..., • • •.....••••• A. NOTIFY THE -PUBLIC WORKS DEPAR WITHIN:•••• 48 HOLJRS FoLo.wime' 'INSTALLATION OF ESC MEASUIES. .• • .:•• . .:•••• -,••••• • • • OBTAIN •PERMISSION : THE PUBLIC :WDRK$ .• • DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. • :• C. MAINTAIN ALL ROAD 'pRAiNAQE. •"$ STORM WATER • DRAINAGE . •AyITtms, ..;:CONTROL • MEASURES AND OTHER FACILITIES AS ipF4TIPIE0'... TH ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE E. INSPECT ACCORDING TO APPROVED ESC INSPECTION SCHEDULE - AND MAKE NEEDED REPAIRS IMMEDIATELY. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET Q. .,:EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4—FEET DEEP. ALL TRENCH SAFETY SYSTEMS. SHALL MEET . WISHA• REQUIREMENTS. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5-FOOT ''MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL .-MEET CITY' OF TUKWILA "DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION • STANDARDS”, AND THE CURRENT "KING COUNTY SURFACE WATER DESIGN MANUAL", UNLESS OTHERWISE APPROVED* MARK ALL STORM DRAIN INLETS WITH "DUMP NO -WASTE" AND EITHER "DRAINS TO STREAMS', -1)RAINs TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 3:1 : SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. . GAS AND EQWE PUGET SOUND ENERGY SOUTH KING COUNTY SERVICE CENTER 22828 68TH AVENUE SOUTH KENT, WA 98032 -800-321-4123 SANITARY AND STORM SEWERS CITY OF TUKWILA PUBLIC WORKS DEPARTMENT. 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433-0179 WATER CITY OF TUKWILA WATER DEPARTMENT 600 MINKLER BOULEVARD TUKWILA, WA (206) 433-0179 „TELEPHONE U S WEST LDA GROUP P.O. BOX 625001 LITTLETON, CO 80162 1-800•526-3557 •A ••• • If • • . • ••••- • • MGIMMROM DESCRIPTION: LOT D OF CITY OF TUKWILA SHORT PLAT NO L-94-0055, ACCORDING TO THE SHORT PLAT RECORDED DECEMBER 26, 1995 UNDER RECORDING NO 9512269001, IN KING COUNTY WASHINGTON. TAX ACCOUNT NO.: 362304-0910-700 CIVIL. BUSH, ROED r; -HITCHNGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: JAY DECKER, P.E. (206) 323-4144 SURVEYOR BUSH, ROED Se HITCHINGS 2009 MINOR AVE. EAST SEATTLE, WA 98102 CONTACT: DAKIN BELL., P.L.S. (206) 323-4144 SET BENCHMARK "B" ELEyAlON 28.00 CHISELED SQUARE TOP NE CORNER CONCRETE PAD AT DOOR NORTH SIDE HOME DEPOT KLEINFELDER 2405 140TH AVE. NE. SUITE A101 BELLEVUE, WA 98005 CONTACT: STEVEN FLOWERS (425) 562--420O SET BENCHMARK "A" ELEVATION 26.55 CHISELED SQUARE TOP OF CONC. BASE FOR HAND RAIL EASTERLY SIDE OF STAIRS SHEET INDEX: 02 SITE DIMENSION PLAN 03 EROSION CONTROL PLAN C4 GRADING (Sc UTILITIES PLAN §Vy 43rd ST RECEIVED CITY OF TUKWILA MAR 03 Z009 PERMIT CENTER drawn by checked by JDD 0 0 0) 0 0 , • '• • • •' ,.• , . , • • ••• - - • --- •••• - - • • ' •• • • 8" CRUSHED ROCK COMPACTED TO 96% MAX. DRY DENSITY MODIFIED PROCTOR 12" G AWL: BASE PA .. CTED TO 95% -MAX. • DRY • DENSITY M01)1FIE:P. PROCTOR MAY BE REQUIRED • PENDING SOIL CONDITIONS RADIUS CORNERS, TYR CONC. CURB BEYOND PLANTING AREA PER • LANDSCAPE DRAWINGS #4 BARS CONT. TOP AND BOTTOM CONC. SLAB P STRUCT. EXISTING OPTICAL LAB BUILDING 8" CONC. RET. WALL DOC. 960.8130150 ACCESS EsMIN A/C P VM' T. A/c PVIte T. • . , •. . ."'• I . ....,i, ' • I _ Vri;,-..., 1 111 k -•,., F 1 1) --.-..,. li II , 4: 11 '---- N.-----/ SET BENCHMARK "A" ELEVATION 26.55 CHISELED SQUARE TOP OF CONC, BASE FOR HAND RAIL EASTERLY SIDE OF STAIRS MON. WELL I TE=26.06 GRAPHIC SCALE drawn by evale sheet C* 0 too *). :1 1 : V ) ...., nz tri >--- Li ric,,tow ....„1,--..ca 0 > icio(0- Z 0001,L.-1 cacocq — p ..." I '--- .,- co : V) qlti.1 0 C LI ' IM V) 1.-- 0 Li or) ta c 0 14 te z < .c 1-Li X tten fft _.1 Z to X > mre) oat M..,:, date 1/20/Q9 • . r . , •. • • • • • • • '• • .• •:••• • • " ' • • .•,- a • : 3:42 PM ... ' 'OW •6' '••••••Z ,••• ••• • • .•■• date 1 /20 09 mammomm•mmomommmotomm:ummoi umunaMONOOMMIAMOOMIMMumWeli EUBIONMUNMENONMEMMUMMXIMMI mansmommunimmmusunnamms mmaxionmmUmmuummuomoommoMil mumallaMMOMONOMMOMAIMmi Ensuummemmumammusitamans mismonimmummunmnammummi solommosmasummingwammas mmaNWOMMOSIMMOOMOOR000 immammmansammemmoinimm. 1 MUUMIUMEMBEIUMU MUM MMMIONNOMENOUN MUM MIORPOMMIN4pgrm MIMI ONSOIRMSOMMIMOM XMANN4 UMEMINSIOMMUMINEMMEM MussomminumemmlOWsimmr SOMMAMEMMOUNIONOMMI amptimaloMminEWOMUMMI momummommunonammom IdonassemPON0 mommusOMmomoutOOMO MalmonwinaMMKONI011 •oiximammommanum UmminaglANOORMMI MESIMUAROMOWIONM moilliminumpi - IN 7:-CATCH BASIN ,ory --- GRATE 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT 2"x2" BY 14 Gc. WIRE OR EQUIVAI_ENT, IF STANDARD STRENGTH FABRIC USED BACKFILL TRENCH WITH' NATIVE .:SoIL OR WASHED GRAVEL • EE REPAIRED IMMEDIATELY. LOWS ARE EVIDENT :UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND E.T TRAP OR POND. ECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND 0 FLOW AND THEN CAUSING CHANNELIZATIDN OF FLOWS PARALLEL TO THE FENCE. : E THE FENCE AND/OR REMOVE THE TRAPPED SEDIMENT. MOVED WHEN THE SEDIMENT IS 6" HIGH. HAS DETERIORATED DUE TO ULTRAVIOLEA I3REAKDOWN, IT SHALL BE REPLACED. NOTE: :"..,9144•Y:: TO EE Upl..., WHERE ABOVE THE CAT ".:„E$,k.,$)11... WILL NOT CAUSE. TRAFFIC - .PROBLEMS AND ..WHERE OVERFLOW WI1.I. NOT RESULT IN EROSION OF SLOPES. DIMENT ON OR AROUND THE FILTER FA PROTECTION SHALL RE REMOVED SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE N—SITE OR HAULED OFF—SITE. TCH BASIN INSERT SHALL BE REMOVED WHEN THE SE..—IMENT HA— O A T E STORAGE. THE FILTER MEDIA -FOR THE INSERT SHALL BE CLEANED OR 'REPLACED A ,IS CRITICAL FOR BOTH FORMS OF CATCH BAIL TION. UNLIKE MANY FORMS A IL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL. SUDDENLY AND COMPLETELY IF LY. 000. 96081301 ACCESS ESNiTN c.c .$',,,,c . .4. .." INSTA ,,,,. ..., 403 ,.. 4,41 _.,..,. ,.....i. '.. 1 \ KO x \ of A' "\ itY '' • fi 4. n.:',\ ' 1 il '''''...,, s.:sz,7,,,,,,,,,„5; i 4 , ,,, ,42,- -- ,F.-.o - R- -- ---7,7-1 -- -4-7- - ;- - --i--- - if , 17-------p-ri, __..iL_,...-T lt,'‘ 9 ' I I I 1 1 1 1 i ....,., .,,..,, .,n. ,p- ,, ,....,,,-- i 4' b _, } i zZip .c " Ox 1 ( .1. 1 1 I H H 1 o il 11 11 11 II „. .• - -0 , Ix il i [,, i • rl, c" . .?? , 1 PI Ha 9i-. .4 . L '- . 1 ' \r*N., '..,"' t. cJ INSTAL 4" - $ILI'F'ENCE SEE. i...‘,2.\.N THIS SHEET Is i, fli•V di " 1 1 1 H n - hi 4,■' r 1 I! 1 \----1 it v ,.1 i?"7/Cl'q i f 1 1 1 1 11 . i f I i 1 1 [ [ • ` I 1, IlY - 1 11 li 1 .1 1 1 1 1 1 1 1 , 4:tc 1 1 1 1 1 . : , •' . : .1 1 1 1 1 r/. jp Li..,i, 1 11, 11 1 1 1 (••,. , 1 143 cii• ri, jr u l' 19 rbi'ti * •••• , LIMITS::::::OF VVORK •' SET BENCHMARK 'A" Fii EASTERLY SIDE OE STAIRS NW' ..fic)TECTION IL $ .SHEET CB TE=25.69 I E(8" E)=23.4 IE(1 2"W)=23. 3 CB TE=26.04 IE(8"E)=23.7 IE(12"W)=23,8 GRAPHIC SCALE ( IN FEET ) 1 inch, = 20 ft. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 1 0 2009 These plans have been reviewed by the Public - \.Vorks Department for conformance with current . City standards. Acceptance is subject to errors and omissions milaiLfj do not authorize violations of adopted standards or ordinances. The responsibility for the adequac: of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by - the Public Works utilities inspector. - Date: By: C.k 05 192 2E09 P NE -A CONCRET , PAD AT A TH SIDE HOME DEPOT • : • .• • ••:,.. . • •-••••• • ' ' •. . ..........., ....„ , ,......., . • , . • , • .;.,„ c3 of -N, ,.- 1rawn by checked by dote 1 /20/09 2OO003OO PART OF WORK N TALL: REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLY. TYPE: LKNS 75XL 2 DIAMETER N HOT BOX" MODEL HB2 SET ON 24 x 50", 4 fl1CK CONCRETE PAD. COOR[)MATE ELECTRICAL PROVISIONS WITH GENERAL CONTRACTOR. EXSTNG 11/2' IRRIGATION METER IN STALL: SENSUS" 1 /2" TR/PL REGS1tR AND REMOTE MODULE. SSM H TE=2743 . . E(8"N)21.B EXIST. SIGN AND LJOLLAR[) 1D RE--INSTALLED AFTER STORM 1 CONSTRUCTION. A/C FOR EXS11NC CEOTECHNICAL CONDITIONS ON THE SITE, PLEASE SEE; 'GEOTECHNICAL ENGINEERING LETTER REPORT; PROPOSED COSTCO WHOLESALE ARC LAB; REMODEL AND ADDITION; WAREHOUSE N 190; TUKW!LA WASHINGTON." BY KLE]NFEL...DER DATED NOVEMBER 12, 2008. -yam £J.L__ . -- ,\; % \ :: ' !oH2 8N (x 1 / L' ! . —SET BENCHMARK "A ELEVATION 26.55 CHISELED $QUAFE TOP OF CONC. BASEFOR LAND' ;RA EASTERLY SIDE OF STAIRS .- CB TE=26.04 IE(8"E)23.7 IE(1 2"w)23.8 8 " ADS '- - CB 7 TE25.69 1 IE(8'E)=23.4 E(12"W)=23.3 ROOF DRAIN DATA EXISTING CATCH BASIN CONNECT NEW 6" PVC PIPE INVERT ELEV. =23.50 INSTALL 6" DIA+ CLEANOUT UPSTREAM SIDE OF 22 1/2 FIT1]NG. TE=2 6.9± IE=2393 CONNECT 4" FOOTING HERE. 127LFr6" PVC © 1.0% MIN. 6" CLEANOUT TE=27.50 IE=25.20 CONNECT DOWNSPOUTS TO ROOF ..DRAIN LINE SEE ROOF PLAN FOR DOWNSPOUT LOCATION. GRAPHIC SCALE These p1a ha I i . Works i7epar1i7n . . : . LCflt City standd \ : . > UtJ OrniSSjOns v1ij ‚ •• ‚ ‚ dopted ; t the aq ' *f «.i tt4flr. \jJ •4\ ,)j th tpttit» and % 'M4L)flt!' 11 UL fo !L i t 1 h tthj t) ') tIdLt I'Zt1Q.[4 i) 1 .LtLbLL.. \4 ttt itittt.�s itts t. tear, .Date; ly: . • y •••'•: :; f)7t'Y? 1(2 RECEIVED CITY OF TUKW1LA MAR 03 2009 PERMIT CENTER (1) (J.) 0 0 o L)o L'cY) .0 0 • iLDO\2OQ9Oo3\d\XELGRJJ . d Wq , 3 !.:O7PM ti O BTL ENGINEERING 17924 - 140th AVENUE NE, SUITE 220 WOODINVILLE WA 98072 PHONE: 425 - 814 -6448 FAX: 425-821-2120 0 w O - � STRU TURA_- NOT CRITERIA: I.I ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2006 EDITION. 1.2 DESIGN LOADING CRITERIA: ROOF LIVE LOAD (SNOW) MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER WIND DESIGN CRITERIA: (ASGE - 1 -05, SECTION 6.4, METHOD I - SIMPLIFIED PROCEDURE) I. BASIC WIND SPEED (3 -SEC GUST) 2. WIND IMPORTANCE FACTOR, IN 3. EXPOSURE 4. INTERNAL PRESSURE COEFFICIENT 5. WIND SPEED -UP FACTOR EARTHQUAKE DESIGN CRITERIA: I. SEISMIC IMPORTANCE FACTOR SEISMIC USE GROUP 2. MAPPED SPECTRAL ACCELERATION, SHORT PERIOD MAPPED SPECTRAL ACCELERATION, I- SECOND PERIOD 3. SITE CLASS 4. SPECTRAL RESPONSE COEFFICIENT, SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, I- SECOND PERI 5. SEISMIC DESIGN CATEGORY 6. BASIC SEISMIG- FORGE - RESISTANCE SYSTEM 1 DESIGN BASE SHEAR 8. SEISMIG RESPONSE COEFFICIENT 4. RESPONSE MODIFICATION FACTOR 10. ANALYSIS PROCEDURE USED SEE DRAWINGS FOR ADDITIONAL LOADING CRITERIA 25 PSF 85 MPH I.0 B N/A Kzt = 1.00 1 = 1.0 Ss = 1.40 Si = 0.48 Svs = 0.13 Sol = 0.44 GMU SHEAR WALLS V = 18.2 KIPS Gs = 0.14 R = 5,0 E0. LATERAL FORCE (ASGE REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION) MASONRY WALLS - LOCATIONS OF CONNECTION EMBEDMENTS AND WALL OPENINGS GOLD - FORMED METAL. FRAMING GLUED LAMINATED MEMBERS 1-05,12.8) 1.3 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER PROJECT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARGHITEGT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 1.4 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. DIMENSIONS OF EXISTING CONDITIONS SHOWN ON THE DRAWINGS MUST BE VERIFIED. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE ASSUMED CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. 15 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. 1b CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 1.7 CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 1.8 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 1.4 ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 1.10 SEISMIC. BRACING OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY SHOWN ON THE PROJECT MECHANICAL DRAWINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE MECHANICAL CONTRACTOR MUST HIRE THE ENGINEER AND 15 RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF SEISMIC BRACING. 1.11 SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS: SHOP DRAWINGS FOR DESIGN BUILD COMPONENTS AND DEFERRED SUBMITTALS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP, STATE OF WASHINGTON, AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER 15 RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE INCLUDED IN THE SUBMITTAL. OPEN WEB WOOD (OR COMBINATION WOOD /STEEL) TRUSSES CONNECTOR PLATE WOOD ROOF TRUSSES OPEN WEB STEEL JOISTS - SEE NOTE 5h FOR ADDITIONAL REQUIREMENTS 1.12 SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. THE CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY. THE REPRODUCIBLE SHALL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR 15 TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL 15 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 DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. 1.13 SPECIAL INSPECTION SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1704 OF THE IBC BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. SPECIAL INSPECTION SHALL BE PERFORMED ON ITEMS AS INDICATED IN DETAIL XX /XX. ANCHORAGE: 2.2 EXPANSION BOLTS INTO CONCRETE AND SOLIDLY GROUTED MASONRY SHALL BE "WEDGE- ALL ", AS MANUFACTURED BY SIMPSON STRONG -TIE AND INSTALLED IN STRICT ACCORDANCE WITH IGG REPORT NO. ER -3631, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IGG REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, FOR WIND OR SEISMIC APPLICATIONS, SUBSTITUTIONS SHALL MEET IGG ACCEPTANCE CRITERIA AC01. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. 2.5 EXPANSION BOLTS INTO HOLLOW GROUTED MASONRY BLOCKS SHALL BE "SLEEVE ANCHORS ", AS MANUFACTURED BY HILTI CORPORATION AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS REGCOMENDATIONS, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. INSPECTION 15 REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. EXPANSION BOLTS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. DELETE THIS NOTE: SLEEVE ANCHORS ARE FOR GRAVITY LOADS ONLY AND DO NOT HAVE AN APPROVED 1CB0 REPORT. USE THESE ANCHORS WITH CAUTION IN GMU, REALIZING THAT BUILDING OFFICIALS MAY REJECT THEIR USE!!! 2.5 DRIVE PINS AND OTHER POWDER - ACTUATED FASTENERS SHALL BE ITW RAMSET /RED HEAD LOW VELOCITY TYPE (SERIES 1500, 0.14" DIAMETER UNLESS OTHERWISE NOTED), OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH IGBO REPORT NO. 1651. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. 2.6 EPDXY - GROUTED RODS OR REBAR TO CONCRETE OR MASONRY SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET EPDXY -TIE ADHESIVE" AS MANUFACTURED BY SIMPSON STRONG -TIE. INSTALL IN STRICT ACCORDANCE WITH ICG REPORT NO. 5271, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IGG REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, FOR WIND OR SEISMIC APPLICATIONS, SUBSTITUTIONS SHALL MEET ICC ACCEPTANCE CRITERIA AC58. SPECIAL INSPECTION OF EPDXY- GROUTED ANCHOR INSTALLATION 15 REQUIRED. PROVIDE SCREEN TUBES AT HOLLOW GMU. SCREEN TUBES ARE NOT REQUIRED AT CONCRETE OR SOLID GMU. HOLES IN HOLLOW GMU SHALL BE GORE DRILLED. HOLES IN CONCRETE AND SOLIDLY GROUTED MASONRY MAY BE DRILLED BY GORING OR ROTO - HAMMER UNLESS NOTED OTHERWISE. CONCRETE: 3.1 CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC. SECTION 1405 AND AGI 318 -05. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF f'c = 3,000 P51 AND MIX SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR- ENTRAINED WITH AN AIR - CONTENT CONFORMING TO AGI 318 -05 TABLE 4.2.1. 3.2 REINFORCING STEEL SHALL CONFORM TO ASTM A615 -04, GRADE 60, fy = 60,000 P51. EXCEPTIONS: BARS SPECIFICALLY NOTED AS SUCH ON THE DRAWINGS SHALL BE GRADE 40, Fy = 40,000 P51. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM A706 -04a. REINFORCEMENT COMPLYING WITH ASTM A615 -04 MAY NOT BE WELDED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 -02. 53 REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AGI 515 -44 AND 318 -05. LAP ALL CONTINUOUS REINFORCEMENT ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS ( #5 AND SMALLER) 40 BAR DIAMETERS OR 2' -0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH Al G 318 -84, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 3.4 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER ( #6 BARS OR LARGER) 2" ( #5 BARS OR SMALLER) I%2" 3.5 CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES. 5.6 NON - SHRINK GROUT SHALL BE "CONSTRUCTION GROUT" BY MASTER BUILDERS, INC. OR EQUIVALENT AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. MASONRY: 4.1 CONCRETE MASONRY UNIT WALLS SHALL BE CONSTRUCTED OF GRADE "N ", TYPE "I" UNITS, CONFORMING TO ASTM C40 -05, LAID IN A RUNNING BOND. MORTAR SHALL. BE TYPE "5" PER IBC TABLE 2103.8(1) AND TABLE 2105.8(2). GROUT SHALL CONFORM TO IBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS, DESIGN f'm = 1500 PSI STRENGTH SHALL BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH IBC SECTION 2105.2.2.2, OR SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD IN ACCORDANCE WITH IBC SECTION 2105.2.2.1. FULL STRESSES ARE REQUIRED. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. PROVIDE CLEANOUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT WHEN HIGH LIFT PLACEMENT 15 USED. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING REINFORCEMENT: 8" WALLS *5 @ 32 "oc. VERT. (2) #5 @ 48 "oc, HORIZ. 12" WALLS (2) #5 @ 24 "oc. VERT. (2) #5 @ 48 "oc, HORIZ. IN ADDITION, PROVIDE (I) #5 VERT. AT EACH SIDE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS, AND AT FREE ENDS OF WALLS, AND (2) #5 HORIZONTAL AT ELEVATED FLOOR AND ROOF LEVELS, AT TOPS OF WALLS, AND ABOVE AND BELOW ALL OPENINGS. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAMS. EXTEND REINFORCEMENT AROUND OPENINGS 2' -0" BEYOND FACE OF OPENING. IF 2' -0" 15 UNAVAILABLE EXTEND REINFORCEMENT AS FAR AS POSSIBLE AND H00K. PROVIDE CORNER BARS TO LAP HORIZONTAL REINFORCEMENT AT CORNERS AND INTERSECTIONS. STEEL: 5.1 STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE FOLLOWING DOCUMENTS: I. AISG 560 -05: "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" 2. AISG 541 -05: "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" INCLUDING SUPPLEMENT NO. I, DATED 2006 3. AI SC 505 -05: "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES ", AMENDED AS FOLLOWS: IN REFERENCE TO SECTION 5.1.6, FABRICATOR SHALL REVIEW PROJECT SPECIFICATIONS AND ARCHITECTURAL DRAWINGS 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 DISGREPANGIES BETWEEN DRAWINGS AND SPECIFICATIONS. 5.2 STRUCTURAL STEEL, INCLUDING PLATES, ANGLES, AND RODS, SHALL CONFORM TO ASTM A56, Fy = 36 KSI. STEEL SHAPES SHALL CONFORM TO ASTM A512, Fy = 50 KSI. STEEL PIPE SHALL CONFORM TO ASTM A53, TYPE E OR 5, GRADE 5, Fy = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE 5, Fy = 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO ASTM A307. 5.3 DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISG 303 -05, SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOWED SY THE ENGINEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING PROCESS. 5.4 ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING EIOXX ELECTRODES. WELDING WITHIN 4" OF GOLD BENDS IN REINFORCING STEEL 15 NOT PERMITTED. SEE REINFORCEMENT NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 55 GOLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE DRAWINGS. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO CATALOG NUMBERS OF MEMBERS MANUFACTURED BY KNORR STEEL FRAMING SYSTEMS, KIRKLAND, WA. PRODUCTS BY OTHER MEMBERS OF THE "METAL STUD MANUFACTURER'S ASSOCIATION" MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS, AND STRENGTH, AND CONFORM TO ICBO REPORT NO. 4443. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL GOLD - FORMED STEEL FRAMING SHALL ALSO CONFORM TO THE A.I.5.1. "SPECIFICATION FOR THE DESIGN OF GOLD- FORMED STEEL STRUCTURAL MEMBERS." WOOD: 6.1 FRAMING LUMBER SHALL BE KILN DRIED OR MG -14, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 11 FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS, BEAMS, STRINGERS $ LEDGERS: (2x MEMBERS) HEM -FIR NO. 2 (3x MEMBERS) Fb = 850 P5I, Fv = 150 P5I, Fcp = 405, E = 1300 KSI STUDS, PLATES, .$ MISC. FRAMING: SPRUCE -PINE -FIR STUD GRADE Fc = 125 P51, Fb = 675 P5I, E = 1200 KSI 6.2 GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND A.I.T.G. STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.G. CERTIFICATE OF CONFORMANCE. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: SIMPLE SPAN BEAMS: DOUGLAS FIR COMBINATION 24F -V4 Fb = 2400/1800 P5I, Fv = 240 P5I, E = 1800 KSI CANTILEVERED BEAMS: DOUGLAS FIR COMBINATION 24F -V8 Fb = 2400 P5I, Fv = 240 P5I, E = 1800 KSI COLUMNS: DOUGLAS FIR COMBINATION I -DF -L3 Fc = 1550 P5I, Fb = 1450/1250 P5I, E = 1500 KSI CAMBER ALL GLULAM BEAMS TO 5,500' RADIUS, UNLESS OTHERWISE NOTED. GLUED LAMINATED MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH AN APPROVED PRESERVATIVE 6.3 ENGINEERED WOOD SHOWN ON THE DRAWINGS ARE BASED ON PRODUCT MANUFACTURED BY WEYERHAEUSER IN ACCORDANCE WITH ICC REPORT NO. ES ESR -1381. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE IGG REPORT NUMBER, AND THE QUALITY CONTROL AGENCY. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: BEAMS: LAMINATED STRAND LUMBER (LSL) Fb = 2250 P5I, Fv = 285 P5I, E = 1550 K5I �,'/ Fb = 1100 P5I, Fv = 285 P5I, E 1300 KSI (DEPTH < W2 ") PARALLEL STRAND LUMBER (PSL) Fb = 2100 PSI, Fv = 240 P5I, E = 2000 KSI 6.4 PREFABRICATED OPEN WEB WOOD TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THESE PRODUCTS SHALL BE MANUFACTURED TO THE STANDARDS SET FORTH IN IGG REPORT NO. ES ESR -1774. ALL NECESSARY BRIDGING, BLOCKING, PRE - NOTCHED PLATES, ETC., SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'5 INSTRUCTIONS. 6.5 ROOF, FLOOR $ WALL SHEATHING SHALL BE APA RATED, EXTERIOR OR EXPOSURE 1 PLYWOOD OR 05B. SHEATHING SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT STANDARDS DOG P5 -1 OR DOG P5 -2, OR APA PRP -108 PERFORMANCE STANDARDS AND POLICIES FOR STRUCTURAL USE PANELS. SEE DRAWINGS FOR THICKNESS, SPAN RATING, AND NAILING REQUIREMENTS. UNLESS OTHERWISE NOTED, WALL SHEATHING SHALL BE I/2" (NOMINAL) WITH SPAN RATING OF 24/0. GLUE FLOOR SHEATHING TO ALL SUPPORTING MEMBERS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG -01. 6.6 ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- TREATED WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT- IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY. 6.1 TIMBER CONNECTORS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. G -2001 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 AND SIZE OF FASTENERS IN EACH MEMBER. TIMBER CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE ZMAX /HOG OR STAINLESS STEEL AND THE FASTENERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A155 OR STAINLESS STEEL. (WOOD TREATED WITH ZING BORATE EXEMPT.) ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE IGG APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH SPECIFIED FRAMING MEMBERS. 6.8 BOLTS AND LAG SCREWS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. THREADED RODS SHALL CONFORM TO ASTM A36. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS, RODS AND LAG SCREWS BEARING ON WOOD INSTALLATION OF BOLTS SHALL CONFORM TO 2005 NDS SECTION 11.1.2, AND INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2005 NDS SECTION 11.1.3. NAILING: ALL NAILS SPECIFIED ON THE SHALL BE AS FOLLOWS: FRAMING NAILS: 0.131 "(1) x3 SHEATHING NAILS: 0.131 "P x2)2" DECKING NAILS: 0.162 "cP x 5 ALL METAL FASTENERS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 OR STAINLESS STEEL. (WOOD TREATED WITH ZING BORATE EXEMPT.) 6.4 WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE NOTED ON THE DRAWINGS: A. ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. NAILING NOT SPECIFIED ON THE DRAWINGS SHALL CONFORM TO IBC TABLE 2304.4.1 OR IGG ES ESR -1534. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 10 2009 City of Tukwila BUILDING DRVIqm ECE tlE AUG 08 'ERMMtT CENTER NEV. SLAB -ON -GRADE PER PLAN NOTE #I SALE: Y = 1 EXIST. STEP IN FOOTING OUNDA 14" TJL'S 24 TYP. V V 1■ .1I EXISTING SLAB 4 ° H d- d a a d ° 4 ° . d ea ad ° 1 ° • 4 e .'° 4 ' . • • 12S' -S" TRENCH DRAIN ROOF FRAMING FLAN NOTES: SCALE: y8" = I' - 0" ROOF SHEATHING SHALL BE s pa" THICK (PANEL SPAN RATING 32/16). FASTEN SHEATHING TO FRAMING WITH 0.131 "4 NAILS @ 6 "oc, EDGES, AND @ 12 "oc, FIELD. DIAPHRAGM NAILING AS INDICATED ON THE DRAWINGS SHALL BE 0.131" 4 NAILS @ 6 "oc. SEE DRAWINGS FOR OTHER SHEATHING NAILING REQUIREMENTS. 2. ROOF JOISTS SHALL BE 14" TJLs @ 24 "oc, U.O.N. FOUNDATION FLAN NOTES: L SLAB -ON -GRADE SHALL BE 6" THICK WITH #4@18 "oc AT CENTER, U.O.N. SLAB SHALL BE POURED OVER 6 MIL VAPOR BARRIER PLACED OVER FREE - DRAINING GRANULAR FILL PER GEOTEGHNIGAL REPORT. - SEE ARCHITECTURAL DRAWINGS FOR SLAB DEPRESSION AND SLOPE REQUIREMENTS. WWM MAY BE OMITTED IF SLAB 15 REINFORCED WITH FIBROUS REINFORCEMENT PER GENERAL STRUCTURAL NOTES. 2. PROVIDE CONSTRUCTION /CONTROL JOINT IN SLABS PER ARGHITEGURAL DRAWINGS. JOINTS SHALL BE APPROXIMATELY SQUARE AND 400 SQUARE FEET OR LESS. SEE 14/5 -3.1. 3. THE CONTRACTOR SHALL DETERMINE ACTUAL FOOTING ELEVATIONS BASED ON FINAL GRADES. BOTTOM OF FOOTINGS SHALL BE SET ON COMPETENT, PROPERLY COMPACTED BEARING SOIL BELOW FROST DEPTH. 4. FOOTINGS MAY BE LOWERED OR MODIFIED PER 24/S -3.1 TO AVOID BELOW GRADE PIPES AND CONDUITS. GMU SHEAR WALL NOTES: 1. ALL WALLS SHOWN ARE 5" G.M.U., GROUTED ®32 "oc. 2. REFER TO PLANS FOR DOWELS REQUIRED AT INTERSECTIONS OF WALLS: LEGEND DETAIL CALL -OUT SLAB -ON -GRADE PER PLAN NOTE 1 CMU WALL L -2. MASONRY LINTEL PER 3/5 -4.1 MASONRY CONTROL JOINT PER 1/S -4.1 TIECEIVED AUG 03 20 HERMIT CENTER O a a w E w vQ w Q H- D C Q p w 0_ . F- z : q r vQ _ IX 00 (2 0 10 o 0 z oQ 00 I�- w u Q z aL 1- ■ O � 0 CZ w0 _ ± QQ z'_ < tX O d Oz ✓ . w0 tr 0_ a_ F- O = F- ■ � 0 17 6 0 v w (o (Y. a_ Q 0 Qv z � o IIJ 0. F- 3 • F- a � z 1 CZ 0 al V w Z ENGINEERING 17924 - 140th AVENUE NE, SUITE 220 WOODINVILLE, WA 98072 PHONE: 425- 814 -8418 FAX: 425 -821 -2120 EXPIRE. 09.23.08 Ky cr M 0 ILI It j t- E Li I D z 111 HLU tS) < • LU kr1 r- 04 < F- ty 'DO C )- IL 0 0 LLi0 u_ 0 0 0 - < 0 0 11 1- LU LL 0 0 E z 17- aL 0 cZ D(Z ce u..1 0 ai < - < 0 11) < 0z 1 d I-- roZ u_ 0 lDQ CZ"‹ z 0 - 1- 11 -I I- I ° L I- tt U - 7 H CO a D. CZ LU [1 <0 z < D -I (1_ 1- 0 \.) y CZQ '<CZ ln< lOkr) Z< (Zo Z tu tfl Z < cc 0 LLI 0 0. BTL ENGINEERING 17924 - 140th AVENUE NE, SUITE 220 WOODIN'VILLE, WA 98072 PHONE: 425-8148448 FAX 425 cc3 0 0 1 11) LU w c1 DIAPHRAGM DIAPHRAGM 2 B OUDARY SHEATHING NAILING PER PLAN tY .ct <1 41< tU (1_ ki) (1) < 0_ 1- 0 Z 0 0 u 0 cy lli < I -0 A54 @ 24"oc BOUDARY NAILING / BLOCK' NG SHEATHING 0 -4 I- 1_1 _ 1 r 1 TI EXCAVATION NOT ALLOWED BELOW 111=111=111 7_,- 1_ - „,_„_,, ROOF JOIST ...,-----"----- F'ER PLAN PER PLAN 0 ,.......- soli _m a:4 () . „0■■61- 11 4 4 ,. wow -•/..°''....II mai: -msmi ra llhil l .. Lb 4 °O A55 FRAMING CLIP 4x P.T. TOP PLATE W/ 5 /4"4) • in ? 4 A .., 4 OPEN WEB JOIST ANCHOR BOLT @ 52"oc (COUNTERSUNK) PER PLAN 0 4 d e 7 4 4. 4 .• • \ P.T. BEVELLED 4x , PLATE W/ 5/4"0 1 -6" MIN ; $ ' # JEW THIS LINE MIN. r 4 . a 0 ANCHOR " , BOLT @ 24oc d CMU WALL PER PLAN I PIPE SLEEVES AS RE O'D ADJACENT PENETRATIONS SHALL BE SPACED A MIN. OF (4) DIAMETERS ON CENTER • CMU WALL PER PLAN 25 • 2 2 2' 0" FIFES PENETRATING FOOTINGS 24 CORNER ARS TO E DIAPHRAGM BOU Y NAILING LTT206 @ 48"o.c. W/ /4" 5/4"c1) EPDXY ANCHOR MATCH HORIZ. REINF. (ALT. HOOKS AT I NTERMED I ATE WALLS) S I NG PER PLAN io r 44 4 r EXISTING CMU WALL 2x BLOCKING A54 24"oc @ 16 c1 @ 4"oc TREATED L5L LOCK - BEARING B -- BOUDARY NAILING --------.■■■ I .P. iqi. / 0 0000,6151_ 'N1 II l6 •Q low i A r r maw •, , SHEATHING 5: -.---.--- --........ r ------------------ BEAM ?m A A EXISTING CMU WALL r •,,s,.,: , N r ...4.4. FULLY GROUT CELLS / REO PER PLAN P Av PER PLAN 0 ••• .4.-L 2 0 • 0 A GLULAM PER F'LAN .0.s..%;:„N4._ 0 r / 00- ? ADD I TIONAL VERT. BAR @ CORNER .,.\\.. / r v‘ , 1 ,,, : ,, AL II 4 41 A A --- ,d_ 4 P 1, 4 . FULLY GROUT CELLS 0/0 P , 1 4 IF NOT ALREADY ROUTE GD '4 Nr .:-.0 .# 0 CONCRETE WALLS AND FOOTINGS rill Et A54 @ 24''oc P.T. BEVELLED PLATE 2" /4 0 e a4 . .,, r A • A • _ ' -.7i' 4 LL' (5) I" (t) THROUGH CMU WALL PER PLAN . 1 4 . , W/ 5 /4."4) ANCHOR .. BOLT @ 24"oc 41- ( 5 ' EMBED /... .• OPEN WEB JOIST PER PLAN row ARISIA BOLTS STAGGERED DETAIL • %Mr 1111111, 0111644 K ° • 4 4 • BEVELED PLATE DETAIL SEE 5/S-4.1 FOR GALL-OUTS IN GOMMON GORNER EARS X; • DETAIL ....:, /MK 111MA P.T. 4x10 LEDGER W/ %"0 ..., ______ , AA 4 rut a • •• C EXPANSION BOLTS @ 12"oc 1 a (5) 1"4) THROUGH • BOLTS STAGGERED ETAIL D BURKE "KEYED KOLD" JOINT - Ya." x V2" CONT. PREMOLDED 4x0 NAILER, TYP GROUT EXIST. VERTICAL > . Y4 > CELLS SOLID. 5 CELLS C MINIMUM DETAIL " 0 TAPERED $ RIPPED TO FIT NAIL PER 15/5-3.1 MINIMUM THICKNESS = l" 0 STOP REINFORCING OF JOINT EACH si I" CLEAR PE SLAB-ON-GRADE P ER PLAN CUT WI C MASTI JOINT STRIP -C SAINUT OR 4 „ DETAIL - \ \\ I II . 0 . islo 0 r 1 4 r •iiii .4 II El .t1.1 .‘, El ' • \ .• 2) PLATE %"x16 "x 1 \ 1 X X X X X X \ • \\ ? W/ (4) 5 /4"4) EXPANSION ANCHORS EACH PLATE #5 VERT. TYP. Tr 7 ,... i Willr-ISNINIP•dr-IVIIP1P:*, All1 - PREPARE BASE PER PLAN OR AS SPECIFIED BY GEOTECHNICAL ENGINEER GONSTRUC.TION JOINT .. 0-•••••••-•-•A•0-10-1/. S'-oe're‘ ..ff 1.1..rte Oh ..!' - „ 111 _TT- ALTERNATE PREPARE BASE PER RES AT JONT OR AS SPECIFIED GEOTECHNICAL ENGINEER CONTROL JOINT PLAN BY 4 . / ! , 1) 02" , • PL.543"x16"x1I-6" EXPANSION ANCHORS •• REVIEWED CODE APPROVED MAR City BUILDING /I 1 J, i 1 1 1 I /1 it 1 COMPLIANCE 1 0 2009 of Tukwila DIVISION Y4 PLATE EA. SIDE FOR ' ......„_ 1 GLULAM BEAM PER PLAN 5 SEE I !/S-S.1 FOR CALL-OUTS IN COMMON 2 (I)#5 VERT. FULLY GROUTED CORNER BARS SHALL HORIZ. REINF. CONT. MATCH HORIZ. REINF. N OF WALL WITH LESSER REINFORCEMENT #4 #4 EPDXY a DOWELS EXISTING STEEL EXISTING MU WALL Co P a IIIIMINIR V Tp 1 COLUMN @ la"oc almommt CELL \ (I) CONT., TOP 5'-0" 0 ; 4 P ? 4 EXISTING MU WALL frow Alp.■ Jr. -0 radrimp IMO ,.." .".......... 4.<...Z., ... .i• .. , groirsis e • p A hi. onlirogvm 9.161111111121:01111■41112111111111111M■ #4 @ la" oc 1 REINF. PER 6/5-5.1 SLAB-ON-GRADE A .. ' " • ...■Air ...■ ••••■•Airl_mg. -4,... .._72 / G 0 4 PER PLAN v \ • .r :ApA".■ * \ \ - :1 "ij I I SS1,S.S1:.\ . f 11 N D I .. •i. (I)#5 VERT. AT EXISTING SLAB-ON-GRADE 6" MIN 0 1 4 I 1 0 C 3 tu r % I i b. TOP HORIZONTAL REINF. SHORT OF CORNER CELLS INTERSECTION ..P7a2ages 1 -- . 1 4 1 4 4 CELL-GROUT SOLI I I .k, I \ . 4 4 c °I El - I l ' I -_--- ku. LIVMstisnflPSPOLVIII: , 1 4 1 1 4 r . 4 ' 4 4 ,t1,1, 1 EXISTING SLA B- 7 w ltSt ez . 7 0,-%%: 451, - -% 1 4. - .g. 1 ? A / / & \ . V. .h. ,•& I N. N:--si • (2 ) # 4 CO BOTTOM fivoirArrosexEr4110.Ever: • 1 I 171 .---- Ny.,1 ,■,,\ _,71-__; I -,-- ' - IIF 1 - EXISTING SLAB-ON-GRADE I . I SPLICE PER I/S4.01 TYP. 4 / ' ON-GRADE 4 4 4 / P PREPARE SUB-GRADE 1 ...m. A k j N. • NT. ..-/1 5"CLR PER REF'ORT #0115058.R ! EXISTING FOOTING 4 a 4 . 4 .. - / 4 4 A 0 EXISTING FOOTING DATED 07-15-06 BY GEO-ENGINEERS, INC 4 1 4 4 EXISTING FOOTING . • N. a" MIN ,‘.. :7 -4■. I i I \ I 7 b08 .399 6 N. •. I 1 1 I SEE 6/S-5.I FOR CALL-OUTS IN COMMON SEE 6/5-5.1 FOR CALL-OUTS IN COMMON ,..N.Nw ..111. , .1,11b, IQ a #4.@ NOTE: SLAB ELEVATIONS VARY AT SOME LOCATIONS Y2" EXPANSION JT. AT WALLS • a GMU WALL W/ REINF. GRID PER GEN. STRUT. NOTES • ISMI1117. CMU WALL W/ REINF. Y2" *1111,5111111%, 4 / ; 4 II: - (s) 0 P .... P PER GENERAL STRUCTURAL NOTES EXPANSION JT. AT WALLS #4 ,1 5 C WALL BEYOND (2) #4 CONTINUOUS ? 7 A 0 / 0 / 4 0 0 o 4 * SLAB-ON-GRADE PER PLAN A CONTINUOUS SLAB-ON-GRADE PER PLAN-7 I 0"oc. I SLAB-ON-GRADE 0 e SOLID GROUT WALL 4 , SOLID GROUT WALL BELOW FLOOR LEVEL. • o BELOW FLOOR LEVEL SLAB-ON-GRADE EXISTING PER PLAN C _..--------A SLAB-ON-GRADE PER PLAN r A 4 , S I? - ' a I VAISISVISMSPOW ,, ..„.11.11m.miemftw Nk 6 Zo • 1 4 d 11: \./ .\/ 6 TrI3 4 X 0 #4 DOWELS @ 24"oc #4 U ) 6" sf X x AMNSMTWOMPOLV oz V420.244. F74 la r • ttawtmgmagy 4., r .42.61.4.5 7 482.,. 0 0 / 4 _ _. _ DOWELS TO MATCH 7 1111 1 HiliT4114 I 9 , HT - 2 t x " 24(2)#4 PER i @ I A PLAN -- CMU WALL VERTS. ...0 _..,. FOOTING PER I/5-5.1 1_111-11-i-111-k (ALT HOOKS) . - 111= - 111E - 111 - E111E - 11E .1 =111=111=11 1- 2 EIL -. C:• 11q11 7 .111E - 111E - 111 -- =111 = C oG ONTI NUOUS :1. R E C E I VE D AUG 0 8 2008 SEE 6/5 FOR CALL-OUTS IN GOMMON SEE I/5-5.1 FOR CALL-OUTS IN COMMON I I I ET: DOWELS TO MAT}-4 CMU WALL VERTS. • (ALT. HOOKs) Ea. 1111 PERMIT CENTER au Ea. 5 4 (2)#4 CONT. F. Ky cr M 0 ILI It j t- E Li I D z 111 HLU tS) < • LU kr1 r- 04 < F- ty 'DO C )- IL 0 0 LLi0 u_ 0 0 0 - < 0 0 11 1- LU LL 0 0 E z 17- aL 0 cZ D(Z ce u..1 0 ai < - < 0 11) < 0z 1 d I-- roZ u_ 0 lDQ CZ"‹ z 0 - 1- 11 -I I- I ° L I- tt U - 7 H CO a D. CZ LU [1 <0 z < D -I (1_ 1- 0 \.) y CZQ '<CZ ln< lOkr) Z< (Zo Z tu tfl Z < cc 0 LLI 0 0. BTL ENGINEERING 17924 - 140th AVENUE NE, SUITE 220 WOODIN'VILLE, WA 98072 PHONE: 425-8148448 FAX 425 cc3 0 0 1 11) LU w c1 Ei LL1 CCI l) LUtU LUI I) I- Q 65 Z tk c < < 6 z • w ts) r- HZ 0_ 0 LLI o LL fl 0 K z 0 UJLU tf I 11 - z z LH ty <0_ tuJ L.) d ILI 0 1- 1 `.) ••< Z N < tf) 2 z 0 z 17- L.) 110 0 t y I I__ < Z C) r : * 0 L1-1 I-- I- c k 7 F- ft) I < 0 z OL • a_ H LLI < z < < (Z 0 ujL z z ENGINEERING BTL 17924 - 140th AVENUE NE, SUITE 220 WOODINVE IP, WA 98072 • PHONE: 425-814-8448 FAX 425-821-2120 0 0. w 0 (/) 0 Ld - < A 441 2 5 A CEILING JOIST PER PLAN TRACK @ 5 TRACK PER BLOCKING (MATCH A) -I' x x x x 4I 150U50-54 U-CHANNEL W/(I)#8 C SREW EA. JOIST 4 (4)tte) BLK'G x WALL FRAMING SCREWS @ STUDS PER PLAN -I' x x I" STRAF' SCREIN STUD AND SCREWS BLK'G 23 55mil TRACK E3LOCKING (MATCH TRACK PER A) FLAT W/(1)#0 EA. (4)#8 @ 2 4 -1 FgR isT FLAN (2) ROWS OF (4)#12 TRACK PER SCREWS EA. SIDE OF NOTES: I. ATTACH ANGLE TO TRACK INHERE TfRACK 15 ON CONCRETE I7RIVE PINS THRU EA. ANGLE CONCRETE) 2. STUD WEBS SHALL BEAR IN/ (5) #0 SCREWS WHERE POSSIBLE. OR AGAINST STEEL, SHOOT (2) 0.14"4) INTO CONCRETE OR STEEL. (EMBED 1" @ AGAINST TRACK WEBS. STUD PER F'LAN I 16GAx1Y2"xl.Y2" BRIDGE CLIP, F. (LENGTH=STUD WIDTH 11°' ED 5 (4) #5 5 NI LESS )14.") STUD F'ER PLAN DETAIL A SPLICE TO le 16GA. Pr .--,—...----... ....-----.. JOIST WEB ii STIFFENER 41 (MATCH JOIST) I 0GA. BRI DG I NG CHANNEL © 4' MAX. VERTICALLY, TYF'. NOTES: I. BRIDGING 15 REQUIRED FOR LOADINGS BEFORE SHEATHING 15 ATTACHED FLANGES. BRIDGING PROVIDES RESISTANCE ROTATION CAUSED BY ININD LOADING, RESISTANCE TO BOTH ROTATION AND BENDING CAUSED BY AXIAL LOADING. 2. BRIDGING SHALL BE EITHER WELDED AS SHOWN. APPLIED TO BOTH UNP NCHED I. ' fr 16GA. STUD 4 Y2'54/2" x SAME GAGE AT STUD-- LENGTH = STUD WIDTH LESS /4. TRACK SAME GAGE rllIllIll 4411 Al OR DETAIL '1. I I 1 . -1, .. 1 .. 20 GAUGE TRACK IN/ t" FLANGES DEPTH = JOIST DEPTH 0. 411111. Ari e ll % AS STUD IN/ I" INIDE FLANGES, MIN. USE (3)#s SCREWS TO ATTACH 4 TO INEB ... ---- ■10.- .. 0-, C ICR. 0 R O EV EWED F R M P L IA N APPROVE MAR 1 0 2009 20 GAUGE TRACK W/ 1)/2" FLANGES STU D PER PLAN , . , AND MINOR AXIS OR SCREWED DEPTH = STUD DEPTH 0 r_____ _ad I c _ 1 a N OE City of Tukwila B C 0 0 1 L D D E I N G V S 0 1 1 I 6 INTERIOR FACE OF CMU WALL SECTION , • . /, , ---riv--- 14/5-4.1 ) ° a A. r — — — 1 I., SECTION 1 1 PIAL STUS TY PER SC D ADDL.. STUD OPP. P ' 2 / /. 4 \ 4 axe,xi vv/)/2"4) HILT], KWIKI-BOLT III < FIELD LOCATE ANCHORS IN GROUTED • • -- 1 r - 1 1 1 1 1 1 - - _J r 10 I. 10 SECTION WS SCREWS (4,16"oc, HEADER 1-1-1 CELLS. INSTALL ANCHOR PER I.C.B.O.– REPORT 46.21 (2) 0005162-43 U.O.N. ON PLAN 1 I 32" / IY2" MIN. MAX METAL HEADER 0 @ PER PLAN CLIPS PER IS/5-4.1 IN/ (3)#s SCREWS EA. LEG /- LEG, 0 SAWCUT NEW OPENING V-0" COPE 1 F EL D VERIFY LOCATE TYPICAL CLIPS PER I0/5-4.1 SECTION @ EA. TRACK TO BOLT HOLE IN FIRST GROUT FILLED CELL JAMB STUD (4" MIN./1E," MAX.) I II MAX I 4 1 5 til INSIDE ELEVATION 2 5 DIAPHRAGM BOUNDARY NAILING PER FLAN CSI0x5'-6" EA. PURL IN LTT20E3@ 40"o.c.. IN/ 5/4"4) EPDXY ANCHOR** (4-1/2' EMBEDMENT) NAILED TO JOIST EXIST CMU ALL a STOP HORIZ. WALL REINF. AT JOINT (EXCEPT AT TOP OF WALLS INHERE REINF. NOTE: REFER TO ARCM_ FOR ELEVS. JOINT LOCATIONS. SOLID MORTAR KEY LINTEL. - SEE 5/5-4.1 FOR REQ'D REINFORCING - EXTEND 2'-0" BEYON D CONTINUES) .■14%,....,....z.,r4...,- 11101111 OINIMIII> for r 49 wimmfr ' 0 „ff...........4 Bilf., A ril....v..... ', 741111 , ■ P / 0••=1 2 / ' , VIIIMIIINI%11111111111 Min .• OPENING 5 /4" EXTERIOR CREATE a-r USING MASONRY 4 *5 ANCHOR NMI / 16" .10 RAKE BACK MORTAR FACE VERTICAL JOINT HALF-LENGTH UN I TS II •IIIIIIIMMOI ,.. 0 • ' / A A I I I i i i i I I li BLOCK SPAN OF 7 04 4 A r II 2x6 FLAT BLKG NAILING I I I I I I I I I I I I I I i ' . a.4 • it ii it it 11 i i i i li ti 11 ii 11 FOR STRAP ** CONTRACTOR. NOTE: " <4 11 II It 1 1 1 1 1 1 1 11 II II 1 1 1 LOCATE GROUTED CELLS, INSTALL 4x6 P.T. LEDGER W/ 1"4) EXP. BOLTS" BOLTS IN 4E3 ALL P STRAP AND EXPANSION IN/ 4-1/2" EMBEDMENT @ CENTER OF GROUTED CELLS 1 ELEVATION 11 I 1 0 (I) VERT. IN CELL ADJACENT TO OPENING - EXTEND TO FLOOR OR ROOF _ ABOVE - GROUT SOLID , 5 NOTE: REINFORCING RUNS 24" PAST ROUGH OPENING, U.N.O. • 2 OPENING 1,, ma r4. W.4 VERT. REINF. PER PLAN, ELEVATIONS, GENERAL NOTES OR DETAILS / It / A EACH SIDE TYF'., LINTEL BOTTOM REINF. SHEAR REINF. D . IF AR 15 EXTENDED L-2 (2)#5 #4@24"oc. 24" / IN / 4 MIN. ABOVE LINTEL (GROUT SOLID) ?! 3 (1)**4 CONT. TOP WHERE O 01 • ° LU 0 i. fi 1 _ kr) 0 '0 C – I "D" OVER 0" SHEAR REINF. PER . ** SHEAR REINF. NOT REG. HOOK VERT. REINF. AROUND BOTTOM REINF. I- 4 V 0 SCHEDULE NOTES: __ 1 SCHEDULE (2) *t5 INHERE MASONRY BELOW OPENING ■ I, REFER TO I/5-4.1 FOR TYPICAL REINFORCING AT OPENINGS. :3 0 kn 2. INHERE SHEAR REINFORCING REQUIRED, PLACE FIRST BAR , :1 HALF THE GIVEN SPACING FROM FACE OF SUPPORT. . z 2 ili Ct_. o .../ ,./ 11 LU 0 a_ PS, i zzzzA i _A e i < V LI a_ si 1) — BOTTOM REINF. PER SCHEDULE 5 RECEIVE AUG o 8 1111 a •1110 C ( 1 PERMIT CEN 20i Ei LL1 CCI l) LUtU LUI I) I- Q 65 Z tk c < < 6 z • w ts) r- HZ 0_ 0 LLI o LL fl 0 K z 0 UJLU tf I 11 - z z LH ty <0_ tuJ L.) d ILI 0 1- 1 `.) ••< Z N < tf) 2 z 0 z 17- L.) 110 0 t y I I__ < Z C) r : * 0 L1-1 I-- I- c k 7 F- ft) I < 0 z OL • a_ H LLI < z < < (Z 0 ujL z z ENGINEERING BTL 17924 - 140th AVENUE NE, SUITE 220 WOODINVE IP, WA 98072 • PHONE: 425-814-8448 FAX 425-821-2120 0 0. w 0 (/) 0 Ld - < A 441 PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE. SYMBOL GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. DUCT DIA. 1, MAINTAIN A MINIMUM OF 1O' -0" CLEARANCE BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. THIS CLEARANCE CAN BE Q SEE MECHANICAL SCHEDULES TO VERIFY CONTROL TYPE, REQUIRED INTERLOCKS AND CONTRACTOR RESPONSIBILITY TO FURNISH AND /OR INSTALL. SEE SCHEDULE FOR MOUNTING AIR VELOCITY REDUCED TO 5' FOR EXHAUST DISCHARGED AWAY FROM INTAKE HEIGHTS. 5" OPENING. Q COO COORDINATE EXHAUST DUCT UP TO FAN W SA & RA D O O RDINAT FIELD EXHAUST DUCT SIZE AND O FAN WITH I H. 2. REQUIRED CLEARANCE FOR ROOFTOP UNIT IS SHOWN. M.C. SHALL COORDINATE ALL UNIT LOCATIONS WITH SKYLIGHTS AND STRUCTURE. RELOCATION OF ANY UNIT FROM WHERE SHOWN ON 1100 0 PLAN SHALL BE APPROVED BY ARCHITECT PRIOR TO UNIT 5" 147 INSTALLATION. SS 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH Q COATER ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO 88 AIR HEATED RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT 26 650 OR PANEL. PER NEC REQUIREMENTS. COATER 4. RUN ALL SUPPLY, RETURN AND EXHAUST DUCTS BETWEEN THE FLAMM VAPOR SS ROOF AND CEILING SPACE STRAIGHT WITH INTERNAL INSULATION. 350 0 NO ANGLES OR OFFSETS. CONTACT ARCHITECT TO RESOLVE ANY 3" 150 CONFLICTS WITH STRUCTURE. EXHAUST SCHEDULE SYMBOL EQUIPMENT DUCT DIA. EXHAUST CFM EXHAUST MATERIAL DUCT TYPE DUCT GAUGE AIR VELOCITY 0 COATER 5" 159 AIR HEATED SS 26 1100 0 COATER 5" 147 AIR HEATED SS 26 1050 Q COATER 5" 88 AIR HEATED SS 26 650 0 COATER 4" 30 FLAMM VAPOR SS 26 350 0 P -205 3" 150 AIR HEATED SS 26 3000 Q P -205 4" 225 AIR HEATED SS 26 2500 REDO 4" 150 AIR TED SS 26 1700 0 STRIPPER 4" 150 AIR HEATED SS 26 1700 EXHAUST DUCT MATERIAL SCHEDULE DUCT SIZE SHEET METAL THICKNESS UP TO 7" 24 GA. 5 ._ 24 GA. 12" TO 15" 24 GA. iI'= _ L 7 M ■ Ir �� i ,mil[ I _ IF i si. i ∎ F [ � "0 i q% 4 EX I ■ 4 6 =AN INTO BUI 1 _ I L ( 1 / IM 1 EXHAUST DUCT MATERIAL SCHEDULE DUCT SIZE SHEET METAL THICKNESS UP TO 7" 24 GA. 8" TO 11" 24 GA. 12" TO 15" 24 GA. U N ND 0 CO 0 0 N N 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 EXHAUST DUCT UP TO EF 4 ON ROOF. 675 CFM- 10' MIN. FROM ANY AIR INTAKE INTO BUILDING. 2 1 '0 EXHAUST DUCT. CONNECT TO EQUIP. AS DIRECTED BY VENDOR. PROVIDE 2 "0 EXHAUST DUCT WITH DRAIN VALVE. TRANSITION 2 "0 EXHAUST DUCT TO 4 "0 EXHAUST DUCT. 4 "0 EXHAUST DUCT UP TO EXHAUST FAN ON ROOF. 100 CFM. TYP. OF 4. 4 EXHAUST DUg UP TO ROOF CAP. REDUC TO 2 -1/2" D T AL 14 CFM. TYP. RUN EXHAUST D C ABOVE CEILING - DROP -DUCTS T CEILING & MA NECTIONTO EQUIPMENT. 4 "0 EXHAUST DUCT UP TO EF -13 & 1 ON ROOF. 60 CFM- MAINTAIN 18" LEARANCE TO COMBUSTIBLE MATERIALS. RUN EXHAUST DROP DUCTS ST CEILI EQUI ABOVE CEILING - HT DOWN THRU NNECTION TO (2) 2" EXHAUS DUCT TO :.E PROVI I ED WITH FL X1BLE, ' HA ARM. "0 EXHAUSTpDUCT UP 1 EF -12 ON ROOF. 100 CFM. NEW SELF CONTAINED BEAD BLASTER UNIT WITH 99.9% FILTERED DISCHARGE AIR. COMPRESSED AIR STORAGE TANKS. EXIST. CYCLONIC FILTER. EXISTING DUCTWORK TO REMAIN. EXIST. THERMAL MASS DRYER TO BE RELOCATED TO HERE. EXIST. 100HP VFD AIR COMPRESSOR TO BE RELOCATED TO HERE. EXIST. 100HP AIR COMPRESSOR TO BE RELOCATED TO HERE. NEW 100HP AIR COMPRESSOR TO BE RELOCATED TO HERE. 24/20 SA DN TO THERMAL MASS DRYER CONDENSER TRANSITION AS REQUIRED TO DUCT DIRECTLY TO THERMAL MASS DRYER. CHEMICAL STORAGE BEAD BLASTER ROOM SCALE: 1/8" = 1' - O" NORTH MECH RM SOUTH MECH RM ---48/30 SA VESTIBULE r 64/36 SA EXIST. FILTER PRESS EXIST. DIRTY PROCESS WATER T 30/30 SA EXIST. CLEAN PROCESS WATER TANK ADDITION SUPPLY AIR PLAN 96/45 SUPPLY AIR LOUVER DIRE TLY BELOW ROOF LINE. NEW THERMAL MASS DRYER TO BE RELOCATED TO HERE. RELOCATE EXIST. RECYCLING SEPARATORS. WITH DISCHARGE RECEPTICALS APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. 36/24 SA DN TO AIR COMPRESSOR CONDENSER. TRANSITION AS REQUIRED TO DUCT DIRECTLY TO AIR COMPRESSOR. 30/24 SA DN TO AIR COMPRESSOR CONDENSER. TRANSITION AS REQUIRED TO DUCT DIRECTLY TO AIR COMPRESSOR. 30/24 SA DN TO AIR COMPRESSOR CONDENSER. TRANSITION AS REQUIRED TO DUCT DIRECTLY TO AIR COMPRESSOR. TERMINATE 16/16 DUCT IN TRUSS SPACE WITH SCREENED INTAKE. Q02/24/08 Qg 03/02/09 16/16 EXHAUST DUCT UP TO EXHAUST FAN ON ROOF. SEE DETAIL VO 6 "0 SS DUCT UP TO EF -17 ON ROOF. 110 CFM. CONNECT TO FLAMMABLE STORAGE CABINET. VERIFY EXACT LOCATION OF CABINET & RUN DUCT STRAIGHT UP TO ROOF WITH NO OFFSETS. MAINTAIN 18" CLEARANCE TO COMBUSTIBLE MATERIALS. 4 "0 EXHAUST DUCT UP TO EXHAUST FAN NO. 11 ON ROOF. 180 CFM. CONNECT TO EQUIP. AS DIRECTED BY VENDOR. NEW SELF CONTAINED BEAD BLASTER UNIT WITH 99.9% FILTERED DISCHARGE AIR. COMPRESSED AIR STORAGE TANKS. EXIST. CYCLONIC FILTER. — EXISTING DUCTWORK TO REMAIN. EXIST. THERMAL MASS DRYER TO BE RELOCATED TO HERE. EXIST. 100HP VFD AIR COMPRESSOR TO BE RELOCATED TO HERE. EXIST. 100HP AIR COMPRESSOR TO BE RELOCATED TO HERE. NEW 100HP AIR COMPRESSOR TO BE RELOCATED TO HERE. SCALE: 1/8" = 1' - 0" NORTH MECH RM H -ATED/ 52/40 EXHAUST 32/30 EXHAUST 52/40 EXHAUST EXIST. FILTER PRES EXIST. DIRTY PROCESS WATER - TAN EXIST. CLEAN PROCESS WATER TANK CHEMICAL STORAGE BEAD BLASTER ROOM SEv1I HEATED SPACE RELOCATED EXIST. CHILLER SOUTH MECH RM 96/48 CONDENSER EXHAUST LOUVER DIRECTLY BELOW ROOF LINE. 24/20 EXHAUST ADDITION VENTILATION PLAN RELOCATE EXIST. RECYCLING SEPARATORS. WITH DISCHARGE RECEPTICALS APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. C ODE COMPLIAN APPROVE MAR 10 2009 City of Tukwila t WING DIVISION I TERMINATE 20/20 DUCT IN TRUSS SPACE WITH SCREENED INTAKE. 20/20 EXHAUST DUCT UP TO EXHAUST FAN ON ROOF. SEE DETAIL 18/38 DN TO AIR COMPRESSOR CONDENSER OUTLET. TRANSITION AS REQUIRED TO DUCT DIRECTLY TO AIR COMPRESSOR. PROVIDE WITH BACKDRAFT DAMPER. 18/53 DN TO AIR COMPRESSOR CONDENSER OUTLET. TRANSITION AS REQUIRED TO DUCT DIRECTLY TO AIR COMPRESSOR. PROVIDE WITH BACKDRAFT DAMPER. 18/53 DN TO AIR COMPRESSOR CONDENSER OUTLET. TRANSITION AS REQUIRED TO DUCT DIRECTLY TO AIR COMPRESSOR. PROVIDE WITH BACKDRAFT DAMPER. 24/20 SA DN TO AIR COMPRESSOR CONDENSER. TRANSITION AS REQUIRED TO DUCT DIRECTLY TO AIR COMPRESSOR. PROVIDE WITH BACKDRAFT DAMPER. NEW THERMAL MASS DRYER TO BE RELOCATED TO HERE. o C. ri r O UST DUCT -5 ON R00 10 DING. 8 "0 EXHAUST DUCT UP TO EF -3 ON ROOF. 600 CFM- 10' MIN. FROM ANY AIR INTAKE INTO BUILDING. DUCT ROOF CAP. 14 "0 EXHA EF -6 ON ROOF. 1035 10' MIN. F INTAKE INT 8 "0 EXHAUST DUCT UP TO EF -1 ON ROOF. 600 CFM - 10' MIN. FROM ANY AIR INTAKE INTO BUILDING. RUN EXHAUST DUCT ABOVE CEILING- DROP DUCTS STRAIGHT DOWN THRU CEILING & MAKE CONNECTION TO EQUIPMENT. TYPICAL. l F OPTICAL VENTILATION PLAN SCALE: 1/8" = 1' -0" 8 "0 EXHAUST DUCT UP T EF -2 ON ROOF 600 CFM - 10' MIN. FROM ANY AIR INTAKE INTO BUILDING. UST 1 0 STAINLESS STEEL DUCT DROPS SHALL BE MCMASTER CARR #5515K SERIES, TYPE 304 STAINLESS STEEL RIGID DUCT. SOS- 3?8 RECEIVED CITY OF TUKWILA MAR 0 3 Z009 PERMIT CENTER se? Gn NiRc't cke( CC 0.. z 0 LL m w 0 z z w o 0 d 0H z w o 0 0 cn � w� mE a 0 E w a. M w :I U o o N 0 = — F— LL� D 1- 0 _ a z z o O N I 0 F-4 111 0 0 N J) 0 N 0 0 0 O E 0 0 J 0 0 0 0 0 0 0 0 0 0 0 FOR C(JNTINUATION OF TI-1 fr 4" SS. PLEAS SEE "MAIN PLUMBING PLAN ", SHEET Fr1.1 1% ER r 2" TAILPIECE, 3" TRAP. (TYP.) rl CO TEE IN VENT RISER (TYP. OF 2) r SCALE: 1/4" = 1' -0" >1 OPTICAL WASTE 8c VENT PLAN 4 4 1% D -7 D -5 e 0 1 11 3" VTR CO TEE RISE 2 4 FCO I 2" J D -7 WCO CONNECT WASTE LINE FROM ?-- TRENCH DRAIN TO EXISTING SEPARATOR. FIELD VERIFY SIZE LOCATION AND I.E OF EXISTING EQUIPMENT CONNECT NEW 1 -1/2" CHILLED WATER SUPPLY AND RETURN PIPING TO EXISTING 1-1/2" CHILLED WATER SUPPLY AND RETURN PIPING APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. EXIST. CHILLER TO BE RELOCATED TO APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. CONNECT NEW 4" AIR TO EXIST. 3" AIR APPROX. HERE. PROVIDE PRV PER EXIST. SITE PRESSURE REQUIREMENTS. FIELD VERIFY SIZE AND LOCATION. CONNECT NEW 3/4" CW TO EXIST. 3/4" CW APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. EXIST. HOSE BIBB TO REMAIN. EXIST. CYCLONIC FILTER. CONNECT TO THERMAL MASS DRYER PER MANUFACTURER'S INSTRUCTIONS. CONNECT TO AIR COMPRESSOR PER MANUFACTURER'S INSTRUCTIONS. CONNECT TO THERMAL MASS DRYER PER MANUFACTURER'S INSTRUCTIONS. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. CONNECT NEW 1 -1/2" CHILLED WATER SUPPLY AND RETURN PIPING TO RELOCATED EXIST. CHILLER APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. 3" VTR CONNECT TO AIR TANK WITH NEW 4" AIR PIPING. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. MAINTAIN A MINIMUM OF 10' -0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. MAINTAIN A MINIMUM OF 10' -0" BETWEEN PLUMBING VENT OUTLET AND UNIT FRESH AIR INTAKE. 2. ALL VENTS ON THE COMBINATION WASTE & VENT SYSTEM SHALL BE SUPPLIED WITH WALL CLEANOUTS. 3. ALL FLOOR SINKS AND FLOOR DRAINS THAT SERVE THE COMBINATION WASTE & VENT SYSTEM SHALL BE PROVIDED WITH A P -TRAP TWO SIZES LARGER THAN THE FLOOR DRAIN OR FLOOR SINK IT IS SERVING. MEN SCHEDbLE FOR RAP L'M SIZ AND NT . 5. ALL VERTICAL OFFSETS ON COMBINATION WASTE AND VENT (CWV) TO BE AT 45' 6. AIR PRESSURE TO BE A MAXIMUM OF 150 PSI. SEE SPECIFICATION SECTION 15470 "SPECIAL PIPING SYSTEMS" FOR AIR PIPING MATERIALS AND TYPES. &03/02/09 P EVIEWED FOF ODE COMPLIAN E APPROVED MAR 1 2009 City of Tukwila BUILDING DIVISIO RECEIVED ITY OF TUKWILA MAR 0 3 MN WRMIT CENTr L- m w 0 3z z 0 w oz ce o z 0 o 0 cn z D w I m EE o I- Wz 0 1- U 0 - ±1- W 0 U) Q npf,; Q. z V • o L.I.. zo I� I I / -\ I / � i'r I I - ,..0 ___ .... _ I / r ... CO TEE IN VENT RI' (TYP. OF 2) 1 i 1% 4 1 / I / \ / 1 ( 1 I I 0 0 N J) 0 N 0 0 0 O E 0 0 J 0 0 0 0 0 0 0 0 0 0 0 FOR C(JNTINUATION OF TI-1 fr 4" SS. PLEAS SEE "MAIN PLUMBING PLAN ", SHEET Fr1.1 1% ER r 2" TAILPIECE, 3" TRAP. (TYP.) rl CO TEE IN VENT RISER (TYP. OF 2) r SCALE: 1/4" = 1' -0" >1 OPTICAL WASTE 8c VENT PLAN 4 4 1% D -7 D -5 e 0 1 11 3" VTR CO TEE RISE 2 4 FCO I 2" J D -7 WCO CONNECT WASTE LINE FROM ?-- TRENCH DRAIN TO EXISTING SEPARATOR. FIELD VERIFY SIZE LOCATION AND I.E OF EXISTING EQUIPMENT CONNECT NEW 1 -1/2" CHILLED WATER SUPPLY AND RETURN PIPING TO EXISTING 1-1/2" CHILLED WATER SUPPLY AND RETURN PIPING APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. EXIST. CHILLER TO BE RELOCATED TO APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. CONNECT NEW 4" AIR TO EXIST. 3" AIR APPROX. HERE. PROVIDE PRV PER EXIST. SITE PRESSURE REQUIREMENTS. FIELD VERIFY SIZE AND LOCATION. CONNECT NEW 3/4" CW TO EXIST. 3/4" CW APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. EXIST. HOSE BIBB TO REMAIN. EXIST. CYCLONIC FILTER. CONNECT TO THERMAL MASS DRYER PER MANUFACTURER'S INSTRUCTIONS. CONNECT TO AIR COMPRESSOR PER MANUFACTURER'S INSTRUCTIONS. CONNECT TO THERMAL MASS DRYER PER MANUFACTURER'S INSTRUCTIONS. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. CONNECT NEW 1 -1/2" CHILLED WATER SUPPLY AND RETURN PIPING TO RELOCATED EXIST. CHILLER APPROX. HERE. FIELD VERIFY SIZE AND LOCATION. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. 3" VTR CONNECT TO AIR TANK WITH NEW 4" AIR PIPING. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. PROVIDE STORM DRAIN DOWN SPOUT. DOWN SPOUT TO MATCH GUTTER OUTLET SIZE. DAYLIGHT TO GRADE. GENERAL NOTES THE FOLLOWING NOTES APPLY TO ENTIRE PLAN AS APPLICABLE. 1. MAINTAIN A MINIMUM OF 10' -0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. MAINTAIN A MINIMUM OF 10' -0" BETWEEN PLUMBING VENT OUTLET AND UNIT FRESH AIR INTAKE. 2. ALL VENTS ON THE COMBINATION WASTE & VENT SYSTEM SHALL BE SUPPLIED WITH WALL CLEANOUTS. 3. ALL FLOOR SINKS AND FLOOR DRAINS THAT SERVE THE COMBINATION WASTE & VENT SYSTEM SHALL BE PROVIDED WITH A P -TRAP TWO SIZES LARGER THAN THE FLOOR DRAIN OR FLOOR SINK IT IS SERVING. MEN SCHEDbLE FOR RAP L'M SIZ AND NT . 5. ALL VERTICAL OFFSETS ON COMBINATION WASTE AND VENT (CWV) TO BE AT 45' 6. AIR PRESSURE TO BE A MAXIMUM OF 150 PSI. SEE SPECIFICATION SECTION 15470 "SPECIAL PIPING SYSTEMS" FOR AIR PIPING MATERIALS AND TYPES. &03/02/09 P EVIEWED FOF ODE COMPLIAN E APPROVED MAR 1 2009 City of Tukwila BUILDING DIVISIO RECEIVED ITY OF TUKWILA MAR 0 3 MN WRMIT CENTr L- m w 0 3z z 0 w oz ce o z 0 o 0 cn z D w I m EE o I- Wz 0 1- U 0 - ±1- W 0 U) Q npf,; Q. z V • o L.I.. zo