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Permit D14-0047 - COSTCO - GAS STATION EXPANSION
COSTCO GASOLINE 451 COSTCO DR D14-00471 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 3623049107 451COSTCO DR COSTCO GASOLINE DEVELOPMENT PERMIT Permit Number: D14-0047 Issue Date: 4/14/2014 Permit Expires On: 12/1/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: COSTCO WHOLESALE CORP 999 LAKE DR PROPERTY TAX DEPT 190, ISSAQUAH, WA, 98027 KENDALL WILLIAMS Phone: (425) 463-1252 1110 112 AVE NE, STE 500 , BELLEVUE, WA, 98004 PACIFIC NORTHERN ENVIRO CORP Phone: (360) 423-2245 1081 COLUMBIA BLVD , LONGVIEW, WA, 98632 PACIFNE022MH Expiration Date: 7/1/2014 COSTCO WHOLESALE 999 LAKE DR , ISSAQUAH, WA, 98027 DESCRIPTION OF WORK: EXPANSION OF EXISTING FUEL FACILITY FROM (8) DISPENSERS TO 11 DISPENSERS. WORK TO INCLUDE MODIFICATION OF THE QUEUING LINES AND RELATED PARKING LOT. Project Valuation: $311,997.52 Fees Collected: $30,212.15 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIB Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 200 Fill: 150 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: ULel— Date: •/1-/ I hearby 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 anSJ,agree to the co ons • • : • to this permit. Signature: Print Name: r/ , Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 2: The fuel pump and fuel island installations shall comply with International Fire Code Chapter 23 and chapter 57. 3: ***BUILDING PERMIT CONDITIONS*** 4: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 5: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 6: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 7: 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. 8: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 9: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 10: 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. 11: 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. 12: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: Masonry construction shall be special inspected. 15: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 18: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 19: 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. 20: ***PUBLIC WORKS PERMIT CONDITIONS*** 21: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector, prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 22: The applicant or contractor must notify the Public Works 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. 23: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 24: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 25: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 26: Any material spilled onto any street shall be cleaned up immediately. 27: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 28: 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. 29: The Land Altering Permit Fee is based upon an estimated 200 cubic yards of cut and 150 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 30: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V 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. 31: 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. 32: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $19,218.78. Fee is based on 6 new Vehicle Fueling Positions (VFP) in Zone 1 times $3,203.13 per (VFP). Traffic Concurrency Test Fee in the amount of $1,800.00 was paid under Public Works permit no. C13-012. 33: This project shall comply with all BMPs for Commercial Properties (Activity Sheet A-1) and Fueling Operations (Activity Sheet A-17). Contact Greg Villanueva, NPDES Coordinator, Public Works Department (206) 431-2442 greg.villanueva@tukwilawa.gov if you have specific questions regarding these BMPs. 34: Prior to Public Works Final for this permit, provide a Spill Response Plan and describe/show the Spill Kit Location(s). Contact Greg Villanueva, NPDES Coordinator, Public Works Department (206) 431-2442 if you have questions regarding this requirement. 35: All design elements on the building and the site, including landscaping must be completed prior to final occupancy. The city will not allow the design elements to be deferred, instead all items must be completed before final inspection. It is highly unlikely that the city will consider financial guarantee in lieu of completing the work. 36: Signs are not approved as part of this permit. Separate sign permits are required 37: A soils inspection is required after amending the soil, but before any plants are installed 38: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly 39: An inspection to approve the exterior finishes (materials and colors) is required before doing any exterior finish work, to ensure that the finishes approved as part of the design review process are being used. 40: The installation of the diesel underground storage tank requires a separate permit form the Tukwila Fire Department, 444 Andover Park East, Tukwila, WA 98188, 206-575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 1400 FIRE FINAL 1400 FIRE FINAL 1400 FIRE FINAL 1400 FIRE FINAL 0201 FOOTING 0201 FOOTING 0201 FOOTING 5040 LAND ALTERING 5230 PAVING AND RESTORE 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 5070 SANITARY SIDE SEWER 4000 SI-CONCRETE CONST 4000 SI-CONCRETE CONST 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4022 SI-MASONRY 4028 SI-REINF STEEL -WELD 4028 SI-REINF STEEL -WELD 4028 SI-REINF STEEL -WELD 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4026 SI-STRUCT STEEL 4004 SI-WELDING 4004 SI-WELDING 5090 STORM DRAINAGE 5090 STORM DRAINAGE 5090 STORM DRAINAGE Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: htto://www.TukwilaWA.Aov 3623049107 451COSTCO DR COSTCO GASOLINE DEVELOPMENT PERMIT Permit Number: D14-0047 Issue Date: 4/14/2014 Permit Expires On: 10/11/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: COSTCO WHOLESALE CORP 999 LAKE DR PROPERTY TAX DEPT 190, ISSAQUAH, WA, 98027 KENDALL WILLIAMS Phone: (425) 463-1252 1110 112 AVE NE, STE 500, BELLEVUE, WA, 98004 PACIFIC NORTHERN ENVIRO CORP Phone: (360) 423-2245 1081 COLUMBIA BLVD , LONGVIEW, WA, 98632 PACIFNE022MH Expiration Date: 7/1/2014 COSTCO WHOLESALE Address: 999 LAKE DR , ISSAQUAH, WA, 98027 DESCRIPTION OF WORK: EXPANSION OF EXISTING FUEL FACILITY FROM (8) DISPENSERS TO 11 DISPENSERS. WORK TO INCLUDE MODIFICATION OF THE QUEUING LINES AND RELATED PARKING LOT. Project Valuation: $311,997.52 Fees Collected: $30,147.15 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIB Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 200 Fill: 150 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: 1 Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: I it �I I! Date: I hearby certify that I have read and e led this permit and know the same to be true and correct. All provisions of law and ordinances govethis work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached t this permit. Signature: Print Name: /4.zr A cr'-e Date: y//t/t/ This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 2: The fuel pump and fuel island installations shall comply with International Fire Code Chapter 23 and chapter 57. 3: ***BUILDING PERMIT CONDITIONS*** 4: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 5: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 6: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 7: 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. 8: Installation of high -strength bolts shall be periodically inspected in accordance with AISC specifications. 9: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 10: 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. 11: 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. 12: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 13: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 14: Masonry construction shall be special inspected. 15: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 18: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 19: 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. 20: ***PUBLIC WORKS PERMIT CONDITIONS*** 21: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector, prior to start of work under this permit. To schedule, call Public Works at (206) 433- 0179. 22: The applicant or contractor must notify the Public Works 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. 23: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 24: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 25: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 26: Any material spilled onto any street shall be cleaned up immediately. 27: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 28: 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. 29: The Land Altering Permit Fee is based upon an estimated 200 cubic yards of cut and 150 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 30: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V 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. 31: 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. 32: Prior to issuance of this permit, Transportation Impact Fee shall be paid in the amount of $19,218.78. Fee is based on 6 new Vehicle Fueling Positions (VFP) in Zone 1 times $3,203.13 per (VFP). Traffic Concurrency Test Fee in the amount of $1,800.00 was paid under Public Works permit no. C13-012. 33: This project shall comply with all BMPs for Commercial Properties (Activity Sheet A-1) and Fueling Operations (Activity Sheet A-17). Contact Greg Villanueva, NPDES Coordinator, Public Works Department (206) 431-2442 greg.villanueva@tukwilawa.gov if you have specific questions regarding these BMPs. 34: Prior to Public Works Final for this permit, provide a Spill Response Plan and describe/show the Spill Kit Location(s). Contact Greg Villanueva, NPDES Coordinator, Public Works Department (206) 431-2442 if you have questions regarding this requirement. 35: All design elements on the building and the site, including landscaping must be completed prior to final occupancy. The city will not allow the design elements to be deferred, instead all items must be completed before final inspection. It is highly unlikely that the city will consider financial guarantee in lieu of completing the work. 36: Signs are not approved as part of this permit. Separate sign permits are required 37: A soils inspection is required after amending the soil, but before any plants are installed 38: Prior to requesting a landscaping inspection please provide a landscaping affidavit from the landscape architect, stating that the landscaping was installed per approved plans. Landscape inspection can occur any time after the plants are planted. You do not need to wait until the end of the project to schedule the landscaping inspection. As part of the landscaping inspection you will need to verify that the irrigation system is working properly 39: An inspection to approve the exterior finishes (materials and colors) is required before doing any exterior finish work, to ensure that the finishes approved as part of the design review process are being used. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0201 FOOTING 5040 LAND ALTERING 5230 PAVING AND RESTORE 1500 PLANNING FINAL 1600 PUBLIC WORKS FINAL 5070 SANITARY SIDE SEWER 4000 SI-CONCRETE CONST 4046 SI-EPDXY/EXP CONC 4022 SI-MASONRY 4028 SI-REINF STEEL -WELD 4035 SI-SOILS 4025 SI-STEEL CONST 4026 SI-STRUCT STEEL 4004 SI-WELDING 5090 STORM DRAINAGE CITY OF TUKWILA Community Development Department PubUc Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. ply OU 1 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SJTE LOCATION Site Address: 451 Costco Drive Tenet Name: Costco Wholesale Corporation PROPERTY OWNER Name: Costco Wholesale Corporation Address: 999 Lake Drive City: Issaquah State: WA Zip: 98027 CONTACT PERSON — person receiving all project communication Name: Kendall Williams Address: 1110 112th Ave NE, Suite 500 City: Bellevue State: WA Zip: 98004 Phone: (425) 463-1252 Fax: (425) 463-1725 Email: kendall.williams@mulvannyg2.com GENERAL CONTRACTOR INFORMATION - (/ v Company Name: PNE Construction Rk titY w Address: 1121 Columbia Boulevard 01\ City: Longview State: WA Zip: 98632 Phone: (360) 423-2245 Fax: (360) 414-1454 Contr Reg No.: PACIFNE022MH Exp Date: 07/01/2014 Tukwila Business License No.: BUS-0995205 King Co Assessor's Tax No.: 3623049107 Suite Number: Floor: New Tenant: ❑ Yes 0 .. No ARCHITECT OF RECORD Company Name: MulvannyG2 Architecture Architect Name: Russell H. Hazzard Address: 1110 112th Ave NE, Suite 500 City: Bellevue State: WA Zip: 98004 Phone: (425) 463-2000 Fax: (425) 453-2002 Email: ENGINEER OF RECORD Company Name: Gerald Mele & Associates, Inc. Engineer Name: Gerald A Mele Address: 7337 North First Street, Suite 110 City: Fresno State: CA Zip: 93720 Phone: (559) 435-1411 Fax: (559) 435-1169 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 1927.095) Name: Costco Wholesale Corporation Address: 999 Lake Drive City: Issaquah State: WA Zip: 98027 H:\ApplicationiWorms-Applications On Line12011 ApplicstkatsWemrit Application Revised - $-9-I 1 dots Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 1,041,000 Describe the scope of work (please provide detailed information): Expansion of existing fuel facility from 8 dispensers to 11 dispensers, including modification of the queuing lines and related parking lot. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC i" Floor 48 0 0 0 IIB 34414 Zed Floor 0 0 0 0 N/A N/A 3rd Floor 0 0 0 0 N/A N/A Floors thin 0 0 0 0 N/A N/A Basement 0 0 0 0 N/A N/A Accessory Structure* 3,840 0 2,552 0 IIB M Aftached e 0 0 0 0 N/A N/A Detached Garage 0 0 0 0 N/A N/A Attached Carport 0 0 0 0 N/A N/A Detached Carport 0 0 0 0 N/A N/A Covered Deck 0 0 0 0 N/A N/A Uncovered Deck0 0 0 0 N/A N/A PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 0 *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes I1 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\ApplicationsWorms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOIWTION — 206-433-0179 Scope of Work (please provide detailed information): Expansion of existing fuel facility from 8 dispensers to 11 dispensers, including modification of the queuing lines and related parking lot. Ca11 before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..• .Tukwila ❑ ...Water District # 125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate ❑...Valley View ❑ ...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ...Total Cut 200 0 ...Total Fill 150 ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone .. • Storm Drainage ❑ .. Abandon Septic Tank 0 .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... O ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public WO # WO # WO # Private ❑ Private 0 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Deduct Water Meter Size If FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Name: Information not required per the Department of Public Works Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:Npplications\Forms-Applications On Line\2011 Applications\ Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES -- Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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 O�ER O A THORIZED Signature . :L\ 1 Print Name: Mostafa Ahalkchi Authorized Agent for Costco Wholesale Mailing Address: 1110 112th Ave NE, Suite 500 Date: \ /3 4l2e 1.4 Day Telephone: (425) 463-2000 Bellevue WA 98004 City State Zip H:Wpplications\Fortns-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Costco Tukwila WA Fuel Facility Expansi PERMIT # pj4 — V Oti/I (@ 4 i co erc0 bA i vi ) 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 $19,184.00 Road/Parking/Access A. Total Improvements $135,884.00 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. $717.68 $30,000.00 $2,200.00 $84,500.00 $2,500.00 D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume 200 cubic yards 150 cubic yards $0.00 Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. 3,217.68 (4) RECEIVED CITY OF TUKWILA FEB 0 5 2C'4 QUANTITY IN CUBIC YARDS RATE PERK, 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 1sT 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 —200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees IT CENTER 37.00 (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 3,504.68 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 01.01.11 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ $1.(7G% -e-ee- (6) 7. Pavement Mitigation Fee $ -- (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Review Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. OD $ S÷ (8) QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51-100 $37.00 101 — 1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approved 09.25.02 Last Revised 01.01.11 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0.00 (9) 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ 1 g t 2 I g /,!— I. Other Fees $ Total A through I DUE WHEN PERMIT IS ISSUED (6+7+8+9+10) '1$ $ MiZl8'437ee- (lo) $ 21., 4f oOO-- ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) tallation Cascade Water Alliance RCFC 01.01.2011-1 .2011 Total Fee 0.75 $625 05 $6630 1 $1125 15,012.50 $16,137.50 1.5 $2425 30,025 $32,450 2 $2825 $4 , 40 $50,865 3 $44 $96,08 $100,505 4 825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.11 Temporary Meter 0.75" $300 2.5" $1,500 3 otriir Z/28/i4 Cash Register Receipt City of Tukwila Receipt Number R2313 DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $65.00 D14-0047 Address: 451 COSTCO DR Apn: 3623049107 $65.00 DEVELOPMENT $65.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R2313 R000.345.830.00.00 1.00 $65.00 $65.00 Date Paid: Monday, June 09, 2014 Paid By: PACIFIC NORTHERN ENVIRO CORP Pay Method: CHECK 8630 Printed: Monday, June 09, 2014 2:04 PM 1 of 1 DESCRIPTIONS Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID SS D n 623049107 5' DEVELOPMENT $46463 STRUCTURAL CONSULTANT E000.08.559.600.41.00 $464.63 PUBLIC WORKS $22,490.96 PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 $3,217.68 GRADING PERMIT ISSUANCE R000.342.400.00.00 $54.50 TRAFFIC IMPACT FEE TOTAL FEES PAID BY RECEIPT: R1780 • R104.345.840.00.00 $19,218.78 $22,955.59 Date Paid: Monday, April 14, 2014 Paid By: COSTCO WHOLESALE Pay Method: CHECK 5794986 Printed: Monday, April 14, 2014 9:10 AM 1 of 1 SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $7,191.56 D14-0047 Address: 451 COSTCO DR Apn: 3623049107 $7,191.56 DEVELOPMENT $3,578.57 PERMIT FEE R000.322.100.00.00 $2,166.10 PLAN CHECK FEE R000.345.830.00.00 $1,407.97 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 PUBLIC WORKS $3,504.68 BASE APPLICATION FEE R000.322.100.00.00 $250.00 CONSTRUCTION PLAN REVIEW R000.345.830.00.00 $3,217.68 GRADING PLAN REVIEW R000.345.830.00.00 $37.00 TECHNOLOGY FEE $108.31 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1198 R000.322.900.04.00 $108.31 $7,191.56 Date Paid: Monday, February 10, 2014 Paid By: COSTCO WHOLESALE Pay Method: CHECK 5760747 Printed: Monday, February 10, 2014 9:56 AM 1 of 1 SYSTEMS IN PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit Project: 1xe5t de Type of inspection: v_ t A AL k Address: I t O Date Called:1^ + 1Ci Special Instructions: Date Wanted: Requester: ii)' `v Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,erlt" i 1, A&)\ere iv ice'''- - ttJ ks tApt-: `c ; AJ AJ Ai SD Pt , A{ l el n,i IP F12 - (+kJP C o 5i c o/c- . —' j(P. .1-irl y St& l 5- mftsoitr y Ti t LI>T, A I SZL- -So r- ins Date: - ❑ REIN �N E REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. \ INSPECTION RECORD Retain a copy with permit INSPECTION NO. Plf_o 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: a 1G (05o • Type of Inspection: h!i41nst1 iN4I Address: t S/ 10s17D Dr: Date Calte • / Zl�f1 / Special Instructions: Date Wanted: —7/3%Zol4f a.m. Requester: Phone No: Approved per applicabla'codes. QCorrections required prior to approval. COMMENTS: ,11{ t - t i f .3e .id p ii!b? !) rflllZl4:trZI'Ir t7 ? atreit -f j4-t AY civil 4.101 With -/ +OAK( pm? e jl ed Ct '"'C '',fi 1 t 110 f6)1 l?Ukd4 Date: /3/1olit REINI PECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD J47 Retain a copy with permit l!' - 00 PERMIT Na t CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project` ' Cc GAS T • �. Inspection:f� j� /� tJ •EDi�l(n (``(,. Addr s 151 (05 / co ) D ' ailed: Specia Instructions: Date Wanted* CO Requester: Phone No: per applicable codes. OCorrections required prior to approval. COMMENTS: A 3 In -"T-oAf Odioi /VA L. 1 r A 512 N sp inspectof Date: 2,0 v � REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Pill- 06L 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 Project: . je ll t liti t r iibi Type of Inspection:/ " V AdTres" ' sc D _ tle : i spn o�Date :� Wanted:�/led7zi &PLO 1 Z13 i a.m. P.m. Regi ster: Phone No: 3e o - 9'? - 1974 DAPProved per applicable codes. Corrections required prior to approval. COMMENTS: r-avitit A di. ;1747JLvi-f I4�rSii �n *l�t4.1•14 L d r� inn tvih (-ilii 1 e t' Ainandim fkot it kvt bbfex, Atm wet a ;ifsiall i nv <6=11. 'i b19e itP1V1 wo < fAi led in leario h ul lam 430 Are1.1 _C Wk ;r(nY ►Yi 'i Ind / 4.win •f v-t 1 i,110 114.1 szik frepir,d far p%r411 - Copy #f i44 1"0,» re l404 e-o(.(Al fa i ,21 -tairks P pnetcy. rai Inspector: i0001041.. APP1414:Var""- Date: 0, /71) /zot if ❑ REINSP CTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. k.ffi-age - INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 P%jett� ire Q Type of �-,p#11Ant)tin i Addres ' ‘70Date Called: Special Instructions: Date Wanted: ` (r, -- -- (t p.m. Requester: Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: .�. r A I ECTION FEE RE UIRED. P' t 6300 Southcenter Blvd., Sui Dat. - /3 ior to next inspection, fee must be e 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit -0 4 PE T No. CITY OF TUKINILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection- Request Line (206) 431-2451 Type of Inspection Date Called: Date Wanted: i Requester. I I _14 e. Phone No: - 0Approved per applicable codes. COMMENTS: Corrections required prior to approval. inspector: \Date: CAA 1 i T! N'\J `lN} ''; I REINSP ION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.,.Suite :100, Call to schedule reinspection. INSPECTION RECORD Retain a copy with perm' P RMiT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 431-2451 Project: tt,--_ Type of Ins�pecti'on: 5 Address. ,� , j 4: 1 C- ;I ( F� `� Date Called: - ,.....- Special Instructions: Date Wanted: i \--(.) J i t ! I /i 1'1 -a.n+' p.m. Requester Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: (91\ S -• • Date: /A r ( r REINSPECTION FEE REQUIRED. Priorto next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlgn. INSPECTION RECORD Retain a copy with permit 1 1 4 , Ct 01 INSPECT 0 O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: . Type of Inspectio Address. .. CdDate Called: Special Instructions: ,) 0 Date Wanted: _ // `a.m ; _S ' 2 S - / p.m. Requester: 2 a3 ' r loMo:_. ci 5_ og Approved per applicable codes. Corrections required prior to approval. COMMENTS: j O( Date: [ef REINSPECTION FEE EQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100, Gall to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE T ON N PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670: Permit Inspection Request Line (206) 431-2451 Project: 0" 4:C 0 Type of section: , y vve t . . 7) Address -- `-r Date Called: Special Ins ructions: Date Wanted: .- / `, "'(• p.m. Requester: Phone No: ['Approved per applicable codes. Q Corrections required prior to approval. COMMENTS: } Inspector cvLirk 411 Date;y! �} 14 ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Can to schedule reinspection. INSPECTION RECORD. Retain a copy with permi INSP 0 N.. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION C t 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 PermitInspection Request Line (206) 431-2451 Project:— 0S7C 0 R$ Type '' `� 'tv .5 f>e / Addres .. 31 C(2 S TT ,.�+ : Date Call CO t?1 . Li Special instructions: Date Wanted: - f 1 d a. . P.m. Requester:. Phone No: Q.Approved per applicable codes. EJCorrections required prior to approval. 51OL 1 S,+ ins sc Date: 'I paid FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Callao schedule reinspection. Ni. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit Project:y Type of Inspection: ' --+ , - oklarsit \r ` o Address: 1 Czs 0 Date Called: Specia Instructions: GkS Date Wanted: - ICE-' I44 Req ter: Phone No: DApproved per applicable codes. (Corrections required prior to approval. COMMENTS: 1-.1 tF...lFif-LI P 1 ns c&_i for o e10 EINSPECTION FEE REi�UIRED. Pr next inspection. fee must be aid at 6300 Southcenter tvd.. Suit Call to schedule reinspection.' INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project T� (� Type of Inspet�ogc O O I Address 1 CusTl(p DateCalled: Special Instructions: Date Wanted: t q h a.m. Requester: Phone No: DApproved per applicable codes. oCorrections required prior to approval. COMMENTS: .Zpk:CtINI.-- ON S)c.r.-- afte\ Cli\-"cys\n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date:5 3-4 tI ElmINSPECTION RECORD Retain a copy with permit t 0PERMIT jt0. CITY OF TUKWILA BUILDING DIVISION �' I 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 0 ' Sji�C�0r. Type of Inspection: Cdr:C-% Address �t �.ds�`'c�1 Date Caked: Special Ins ructions: 'bate Wanted: + d - ( ,,"q1' P-m. Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. 3)040f), 1—<)c_leN0D I\tt) (Daelliktiet, Inspector:. Date: 5 REINSPECTION. FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. UrnINSPECTION RECORD Retain a copy with perm INS' _ 10 N+ EMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projecr.C. CSS1%G © Type ofInspection: 1P-8-� Addres • � � C O � � Date Called: Special In tructions: Date Wanted: Requester: Phone No: Approved per applicable codes. tl Corrections required prior to approval. 'COMMENTS: fi/A \ib� 1e . cz Tb r 1 Av C 4 " � Qn e‹, pt Inspector: C. ou ,_jS rn Date: 6 . s 9 REINSPECTION FEE. REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with perm'it 00q7 PERMIT NUMBERS .4 CITY OF TUKWILA FIRE DEPARTI1ENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Pr ject: -FAQ of Inspqction: IN 4/4_ Address: a s-‘ ce,5k 0 Die_ Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: Qvvru - 114f\'-'kr fi/usiac4 it -A/ fzeropt— Corrections required prior to approvaL Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: , Pre -Fire: Permits: Occupancy Type: Inspector: rc,, 3-.--a-- Date: 6/24/V ._. ., Hrs.: , ' I I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: T.F.D. Form F.P. 113 INSPECTION RECORD Retatn a copy with permit INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:/ ,,,,,,_ C ST/O �ffe/ 5/1f+"//oi Type of Inspection: 1.:¢ ac.< '��Sr Address: 1�_ Suite #: t-/`� 1 (oS T� �( Contact Person: Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: P�> I I Corrections `required prior to approval. 13 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Ins peor: o f Date: 6 3/ y Hrs.: b n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 • Zip: T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:_ C_?... 11Z-%‘ Type of Inspection: Address: Suite #: 751 C24-60 Contact Person: Special Instructions: Phone No.: n Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: ' Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S3 Date: 6/3/ / y Hrs.: r. 0 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection.- Billing Address Attn: :Address: rd/Inspection Record Form.Doc, Company Name: .State: Zip: 6/11/10 T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER 7JLi PERMIT NUMBERS. CITY OF TUKWILA FIRE DEPARTMENT` 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 0 r-- ( 5+. Type of Inspection: P --\-- (4.- --F-e t Address. Suite #: «5 / 4 k l 'r. Contact Perso n , Special Instructions: Phone No.: Approved per applicable codes. COMMENTS: ft" riCorrections required prior to approval. Cdtol.e. W w/ Ass 4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:, Inspector: St /» - Date: s Jz Z f ' Hrs.: /. O fl $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: City: Word/Inspection Record Form.Doc Company Name: State: 6/11/10 Zip: INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Type of Inspection: Address: Suite #: 2 Contact Persoft: Cos/co, Special Instructions: 4/5 7 65,E Zf 2 Phone No.: 154 Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Sztrzst- C A11 for N ¢ kA- O\C_. - c —fie I T — - Li- ` v,��.r:..._ Ca n� -�-�a�. w , f1/4---6, 5 f1/4-r-a Nlyhad 4t=. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type:: Inspector: ��3 ¢ Date: 4 /2 f / Hrs.: /. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Address: Company Name: City: State: Zip: Word/Inspection Record Form.Doc T.F.D. Form F.P. 113 KLEINFELDER Bright People. Right Solutions. June 20, 2014 Kleinfelder Project No.: 20150254 Costco Wholesale, Inc. c/o MulvannyG2 Architecture 1110 112th Avenue NE, Suite 500 Bellevue, WA 98004 Attention: Mr. Kendall Williams, Associate Subject: Final Report Soil and Construction Material Inspection Services Costco Tukwila Fuel Facility Expansion 451 Costco Drive Tukwila, Washington 98188 MulvannyG2 Architecture Project No. 93-0440-28 Dear Mr. Williams: i4 -06'1 C61411:eiritOrtheia. 10EC""LA o42014 This final inspection report documents that Kleinfelder's geotechnical engineering and special inspection staff performed special inspection and materials testing services at the above referenced address as required by the project plans, specifications, and International Building Code (IBC). Our staff observed and performed laboratory testing for the following portions of construction relative to the expansion of the existing fuel facility: • Drilled pier installation; • Pavement and footing subgrade; • Concrete and reinforcement placement; • HMA placement; • CMU masonry; and • Welding. Kleinfelder's geotechnical staff and ICC certified special inspectors performed the above listed inspections and testing services between the dates of May 8, 2014 and June 17, 2014. Based upon our observation of these work elements, written reports during site visits, it is our professional opinion that the above observed work was performed, to the best of our knowledge, in accordance with the engineer-of—record's recommendations, the approved plans, specification, and the applicable workmanship provisions of the 20150254/SEA14L01230 Copyright 2014 Kleinfelder 14710 NE 87th Street, Suite A100, Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 Page 1 of 2 June 20, 2014 International Building Code, with the exception of pending 28-day concrete and masonry grout compressive strength test specimens. LIMITATIONS Test results- or special inspections and observations reported are those existing at the time of our services and may not be the same or comparable at other times. As our client, please recognize that construction monitoring is a technique employed to reduce risk of problems arising during construction. Provision of construction monitoring by Kleinfelder personnel is not insurance, nor does it guarantee construction of any type. Even with diligent monitoring, some construction defects may have been missed. In all cases, the contractor shall retain sole responsibility for the deficiencies or omissions, regardless of when they are found. We do not undertake the guarantee of construction or production of a completed project conforming to the project plans and specifications. This work was performed in a manner consistent with the level of care and skill ordinarily exercised by other members of Kleinfelder's profession practicing in the same locality, under similar conditions, and at the date the services are provided. Our conclusions, opinions, and recommendations are based on a limited number of observations and data. It is possible that conditions could vary between or beyond the data evaluated. Kleinfelder makes no other representation, guarantee or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. CLOSURE We trust that this report serves your needs at this time. If you have questions regarding our professional services or need additional information, please contact our office at (425) 636-7900 Respectfully submitted, KLEINFELDER, INC. 6/20/14 Jason L. Washburn, PE Geotechnical Engineer 11.14CM...AA4 Marcus B. Byers, PE, P.Fng Principal Geotechnical Engineer Project Manager 20143323.001 A/SEA14R0141 Page 2 of 2 Copyright 2014 Kleinfelder June 20, 2014 KLEINFELDER 14710 NE 87th Street, Suite A100, Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 u MULVANNY March 24, 2014 G2 DESIGN AT WORK Mr. Corbin M. Hammer, P.E., S.E. Senior Engineer Reid Middleton 728 1341h Street SW, Suite 200 Everett, WA 98204 Re: FILE COPY n.�.,...,�a 110,. II REID MIQCLETON, INC. Costco Tukwila WA Fuel Facility Expansion 451 Costco Drive Tukwila, WA 98188 Project Number: 93-0440-28 Subject: Building Permit #D14-0047 Dear Mr. Hammer: Please find below and attached the comment responses for the letter addressed to you from Reid Middleton for the review of the fuel facility expansion project at the Costco Tukwila WA facility. MAR 25 2014 REVIEWED FOR E COMPLIANCE APPROVED APR 0 8 2014 City ofTukwila BUILDING DIVISION Geotechnical 1. Geotechnical special inspections. Special inspections and tests by the geotechnical engineer should be provided as recommended in the geotechnical report by Kleinfelder, dated July 5, 2013. The report is referenced on sheet S-1; we are requesting a copy of the geotechnical report for review. See IBC Sections 1705.6 and 1803. The following is a summary of assumed special inspections and test that should be provided: a. b. c. d. e. f. 9. Site excavation and grading. Monitoring of movements of adjacent structures. Overexcavation for placement of structural fill, where applicable. Construction dewatering, where applicable. Monitoring of settlement of preload fill and surcharge fill. Placement of structural fill and soil compaction. Verification of soil -bearing capacity. RECEIVED CITY OF TUKWILA APR 0 8 2014 PERMIT CENTER Response: See attached Geotechnical Engineering Letter Report dated November 12, 2008 and Supplemental Geotechnical Recommendations dated July 5, 2013 both from Kleinfelder. Also note that Item E above does not apply to the project. 425.463.2000 425.463.2002 blIf 0014 7 1110 112TH AVENUE NE I SUITE 500 I BELLEVUE, WA I 98004 MulvannyG2.com Costco Tukwila WA Fuel Facility Expansion Building Permit #D14-0047 • Page 2 of 9 Architectural 1. Structural deferred submittals. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Renton until after issuance of the initial building permit. The architect should recognize that the city of Renton may require the issuance of additional permits. See IBC Section 107.3.4.1. See also structural general comments below. The following is a summary: a. Concrete mix designs. b. Design drawings for storage racks, where applicable. Response: Comment noted regarding concrete mix design, we will await the request if it comes from the City of Renton. Be aware there are no storage racks on this project. Structural General 1. Structural special inspections. Special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1705.11. We assume the prefabricated structural steel members will be fabricated by registered and approved fabricators. See IBC Section 1704.2.5 .2. The following is a summary: a. Construction of auger -cast concrete piles: continuous. See also IBC Section 1705.8 and Geotechnical Special Inspection above. b. Concrete placement at concrete construction, including auger -cast concrete piles: continuous. See also IBC Section 1705.3 and Structural Test below. c. Reinforcement at concrete construction, including auger -cast concrete piles: periodic. See also IBC Section 1705.3. d. Installation of steel anchor bolts/rods in concrete: continuous. See also IBC Sections 1705.3 and 1705.11. e. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. f. f. Adhesive installation of concrete reinforcement, where applicable: continuous. See also IBC Section 1705.1.1. g. Masonry construction, including mortar, reinforcement, and structural connections: periodic. See also IBC Section 1705.4 and ACI 530-11 Sections 1.6 and 1.19. h. Grout placement at masonry construction: continuous. See also IBC Section 1705.4 and ACI 530-11 Sections 1.6 and 1.19. i. Masonry construction, including placement of masonry units, mortar, reinforcement, and structural connections: periodic. See also IBC Section 1705 .4 and ACI 530-II Sections 1.6 and 1.19 and Structural Test below. j. Fabrication of structural steel other than prefabricated structural steel members, prefabricated steel structure, and prefabricated structural steel moment frames (see below): periodic. See also IBC Section 1704.2.5 and Structural Submittal below. Costco Tukwila WA Fuel Facility Expansion Building Permit #D14-0047 • Page 3 of 9 k. Installation of structural steel, other than prefabricated steel structure and prefabricated structural steel moment frames (see below): periodic. See also IBC Section 1705.2 and AISC 360-10 Section N5. I. Welding of structural steel members, other than prefabricated steel structure and prefabricated structural steel moment frames (see below), for single -pass fillet welds (maximum 5/16-inch): periodic. See also IBC Sections 1704.2.5 and 1705.2 and AISC 360-10 Section N5. m. Welding of structural steel members, other than prefabricated steel structure and prefabricated structural steel moment frames (see below), for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. See also IBC Sections 1704.2.5 and 1705.2. n. Welding of steel threaded rods, where applicable: periodic. See also IBC Section 1705.2 and Structural Submittal below. o. Welding of cold -formed steel roof decks, other than prefabricated steel structure (see below): periodic. See also Item 2.a.l of IBC Table I705.2.2. p. Installation of power -driven fasteners at cold -formed steel roof decks: periodic. See also IBC Section 1705.1.1. q. Installation and fastening of prefabricated steel structure and prefabricated structural steel moment frames: periodic. See also IBC Sections 1704.2.5 and 1705.2 and Structural Submittal below. r. On -site welding of structural steel at prefabricated steel structure and prefabricated structural steel moment frames for single -pass fillet welds (maximum 5/16-inch): periodic. See also IBC Section 1705.2. s. On -site welding of structural steel at prefabricated steel structure and prefabricated structural steel moment frames for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. See also IBC Section 1705.2. t. On -site welding of cold -formed steel roof deck at prefabricated steel structure: periodic. See also Item 5.a.6 of IBC Table 1705.2. u. High -strength bolting of structural steel members, including prefabricated steel structure and prefabricated structural steel moment frames, slip -critical, where applicable: continuous. See also IBC Section 1705.2, Section N5.6 of AISC 360-10, and RCSC Section 9.3. v. Anchorage of electrical equipment for emergency and standby power systems: periodic. See also IBC Section 1705.11.6(1). w. Installation and anchorage of electrical equipment: periodic. See also IBC Section 1705.11.6(2). x. Installation of piping systems for conveyance of flammable, combustible, or highly toxic contents (i.e., fuel gas) and associated mechanical units: periodic. See also IBC Section 1705.11.6(3). y. Installation of HVAC ductwork for conveyance of hazardous materials (i.e., fume exhaust): periodic. See also IBC Section 1705.11.6(4). z. Anchorage of storage racks greater than 8 feet in height, where applicable: periodic. See also IBC Section 1705.1 1.7. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. Costco Tukwila WA Fuel Facility Expansion Building Permit #D14-0047 Page 4of9 2. Structural tests. Tests by qualified special inspectors should be conducted. The following is a summary: a. Testing of concrete, including auger -cast concrete piles, for specified compressive strength, fc', air content, and slump. See IBC Sections 1705.3 and 1901.2 and AC1 318 Section 5.6. b. Nondestructive testing of the complete joint -penetration (and partial joint -penetration, where applicable) groove -welded joints at the steel ordinary moment frames. See IBC Section 1705.12.2 and Section J6 of AISC 341-10. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 3. Structural submittals. Reports, certificates, and other documents related to structural special inspections and tests should be submitted by the contractor to the city of Renton. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. See IBC Sections 107.1, 107.3.4, and 107.3.4.1. See also the structural general comments below. The following is a summary: a. Submittal of certificates of compliance from the fabricators of prefabricated structural steel members at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. b. Submittal of certificates of compliance from the fabricators of the prefabricated steel structures at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. c. Submittal of certificates of compliance from the fabricators of prefabricated structural steel moment frames at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. d. Submittal of welding procedure specifications verifying that the welds at members and connections of the seismic -force -resisting system are made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-Ibf at 0 degrees-F as determined by the applicable AWS A5 classification test method. See also IBC Section 2205.2.2, Section A3.4b of AISC 341-10, Section A2 of AISC 360-10, and Sections 2.2.2 and 4.1.1.3 of AWS D1.1-08. e. Submittal of welding procedure specifications verifying that demand -critical welds are made with filler metal producing welds with a minimum Charpy V-notch toughness of20 ft-Ibf at minus 20 degrees-F as determined by the applicable AWS A5 classification test method and 40 ft-Ibf at 70 degrees-F as determined by Section A3.4a. See also IBC Section 2205.2.2, Section A3.4b of AISC 341-10, Section A2 of AISC 360-10, and Sections 2.2.2 and 4.1.1.3 of AWS D1.1-08. f. Submittal of certificates of compliance from the manufacturers of components of the designated seismic systems, including their mounting systems and anchorage, where required by Section 13.2.2 of ASCE 7-10. See also IBC Section 1705.12.3. g. Submittal of certificates of compliance from the manufacturers of nonstructural components seismically qualified by analysis, tests, or experience data in accordance with Section 13.2.1, Item 2, of ASCE 7-10. See also IBC Sections I07.3.4.2 and 1705.12.3 and Section 13.2.1 of ASCE 7-10. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. Costco Tukwila WA Fuel Facility Expansion Building Permit #D14-0047 Page 5 of 9 4. The snow load design data in the section of the structural notes on design loads, Sheet S-1, should be revised by also specifying the snow exposure factor, Ce, thermal factor, Ct, and snow importance factor, Is. See IBC Section 1603.1.3. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 5. The earthquake load design data in the section of the structural notes on design loads, Sheet S-1, should be revised by also specifying the seismic importance factor, le, basic seismic -force - resisting systems, design base shears, V, seismic response coefficient(s), CS, response modification factor(s), R, and analysis procedure used. See IBC Section 1603.1.5. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 6. The specified compressive strength, fc, is required to be the greater of the values determined for structural strength and durability. The requirements for durability are based on the exposure classes assigned to each concrete structural member and the structural engineer is required to assign the exposure classes, which are based on severity of anticipated exposure. The drawings, however, do not appear to specify these requirements. The section of the structural notes on concrete, Sheet S-1, should be revised by specifying fc, for structural strength and the exposure classes for durability. We recommend a table listing fc and exposure classes for freezing and thawing (Fx), sulfate (Sx), permeability (Px) and corrosion (Cx) for each applicable type of concrete structural member. See IBC Section 1901.2 and Sections 4.1.1 and 4.2.1 of ACI 318-11. See www.nrmca.org/P2P for further information. Note that ACI 318-11 defines "licensed design professional," in part, as "an individual who is licensed to practice structural design ... and who is in responsible charge of the structural design." Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 7. Special inspection is required for the fabrication of structural steel members on the premises of a fabricator unless the fabricator is registered and approved to perform such work without special inspection. We assume such a fabricator will be utilized for this project. Please verify. A note should be added to the section of the structural notes on structural steel, Sheet S-1, specifying submittal by the contractor to the building official of certificates of compliance from the fabricators of the structural steel at the completion of fabrication. See IBC Sections 1704.2.5, 1704.2.5.2, and 1705.2. Refer to Structural Submittal above. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 8. A note should be added to the section of the structural notes on steel, Sheet S-1, specifying that the welds at members and connections of the seismic -force -resisting system shall be made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-Ibf at 0 degrees-F as determined by the applicable AWS A5 classification test method. See IBC Section 2205.2.2, Section 7.3a of AISC 341-05, Section A2 of AISC 360-05, and Sections 1.4.1(5) and 2.2.2 of AWS D1.1-04. Costco Tukwila WA Fuel Facility Expansion Building Permit #D14-0047 Page 6 of 9 Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 9. A note should be added to the section of the structural notes on steel, Sheet S-1, specifying that demand critical welds shall be made with filler metal producing welds with a minimum Charpy V- notch toughness of 20 ft-Ibf at minus 20 degrees-F as determined by the applicable AWS A5 classification test method and 40 ft-Ibf at 70 degrees-F determined by Section A3.4 of AISC 341- 11. See IBC Section 2205.2.2, Section A3.4 of AISC 341-11, Section A2 of AISC 360-10, and Sections 1.4.1(5) and 2.2.2 of AWS D1.1-08. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 10. Referring to the comments immediately above, the filler metal producing welds at members and connections of the seismic -force -resisting system are required to meet minimum requirements for Charpy V-notch toughness, which are specified in welding procedure specifications. A note should be added to the section of the structural notes on steel, Sheet S-1, specifying submittal by the contractor to the building official of welding procedure specifications verifying these requirements. See IBC Sections 107.3.4.2 and 2205.2.2, Section A3.4 of AISC 341-10, Section A2 of AISC 360- 10, and Sections 2.2.2 and 4.1.1.3 of AWS DI.1-08. Refer to Structural Submittals above. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 11. A note should be added to the section of the structural notes on inspection, Sheet S-1, specifying nondestructive testing of complete -joint -penetration (and partial -joint -penetration, where applicable) groove -welded joints at the steel ordinary moment frames. See IBC Section 1705.11.1 and Sections J 1 and J6 of the AISC 341-10. Refer to Structural Test above. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 12. A note should be added to the section of the structural notes on inspection, SheetS-1, specifying the required lap lengths for reinforcing. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. Foundation 13. We are requesting a copy of the letter from the geotechnical engineer, Kleinfelder, dated July 5, 2013, recommending total and differential settlement, recommendations for placement of structural fill, soil -bearing capacity, lateral earth pressures on foundation walls due to earthquake motions, factors of safety for passive lateral earth pressure and coefficient of friction, and site class, where applicable (see above). The report is referenced on sheet S-1; we are requesting a copy of the geotechnical report for review. The structural design may need to be revised. Please verify. See IBC Sections 1603.1.6, 1613.3.2., 803.5.11, 1803.5.12, 1807.2.3, and 1810.2.4. Costco Tukwila WA Fuel Facility Expansion Building Permit #D14-0047 Page 7 of 9 Response: Geotechnical reports attached to this response letter. 14. Detail 3/S-2 specifies #3 stirrups with a 135-degree hook. Where longitudinal bars are located around the perimeter of a circle the ends of the circular tie are required to overlap by not less than 6 inches and to be staggered around the perimeter. The drawings should be revised to meet this requirement. See ACI 318-11 Section 7.10.5.4. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 15. Calculations on page 97 indicate that ACI 318-05 was used for the design of the anchor bolts. Please provide revised calculations that use the current code, ACI 318-11. It is unclear what load combinations and equations were used to determine the required anchor bolt size and embed. Please provide supplemental calculations specifying the equations used to determine the required anchor bolt size and embed. See ACI 318-11 Appendix D. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 16. Calculations do not appear to be provided for the design of the reinforcing for the 42" diameter x 11'-0" deep pier footings per detail 3/S-2. Please provide calculations for the design of the reinforcing of the pier footings. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. Vertical 17. Details 1/S-4 and 10/S-4 indicate that the wind brace and fascia at edges parallel to beams are to be supported by the ceiling panels. Provide calculations substantiating the design of the ceiling board to support the wind brace. Provide calculations substantiating the design of connections between the brace and panel and the panel and beam to support vertical and horizontal loads. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 18. From Details 2/S-4 and 11/S-4 it is unclear whether the wind brace and fascia at edges perpendicular to beams are to be supported by the beams or are to be supported by the ceiling panels. Provide calculations substantiating the design of the wind brace/parapet system including member sizes and connections. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 19. The Gran Prix ceiling panel information on calculations page 108 indicates that four fastener locations, each with a #14 self -tapping screw, are required for the panel to purlin connection for a live load 30 psf and above. Detail 6/S-4 specifies three connections per panel, each with a #12 Costco Tukwila WA Fuel Facility Expansion Building Permit #D14-0047 Page 8 of 9 screw. It appears that the panel to purlin connection may not be adequate. The drawings may need to be revised. Please verify. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. Lateral 20. Calculations page 106 notes that the ceiling panel is not used as a diaphragm. As the ceiling panel is not a diaphragm, it appears that there is no lateral Toad path to transfer forces to the beams as the dead load is applied from the ceiling panels and fascia. The intended lateral load path should be clarified. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 21. Sheet S-3 shows the canopy framing plan. Calculations do not appear to be provided for the design on the W12x30 ceiling joists, WI4x30 beams, and the HSS2-1/2x2-1/2 braces. Please provide calculations verifying that the members have adequate capacity to resist design forces. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 22. The RISA-3D analysis on calculations page 50 does not reference current codes. The RISA-3D analysis should be revised to for the current codes and resubmitted for review. The structural design may need to be revised. Please verify. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 23. Design parameter calculations on page 3 indicate a fascia dead load of 5 psf. Ceiling panel calculations on page 106 indicate a fascia dead load of 12.5 psf. The discrepancy in weights should be reconciled. The seismic weight and shear values of the structure may need to be revised. Please verify. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 24. Calculations do not appear to be provided for the connections between the HSS braces and W12 members as shown in Detail 7/S-4. Please provide calculations for the connections between the HSS braces and W12 members. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 25. Calculations do not appear to be provided for the connections between the W12 ceiling joist and W14 beams members as shown in Details 3/S-4 and 8/S-4. Please provide calculations for the connections between the W12 ceiling joist and W14 beams members. Costco Tukwila WA Fuel Facility Expansion Building Permit #D14-0047 ' Page 9 of 9 Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. 26. Calculations do not appear to be provided for the flange braces and the connections to the W12 ceiling joist and W14 beam as shown in Details 3/S-4 and 8/S-4. Please provide calculations for the design of the flange brace and connections. Response: See attached letter from Gerald Mele & Associates dated March 18, 2014. Should you require any additional information regarding this matter, please contact me at 425.463.1252. Thank you. Sincerely, Kendall A Williams, Associate /kaw c: h:\retail\costco\93\93-0440-28 tukwila ps expansion \02_comaspondence\204 jurisdiction\93044023 I reidmiddleton corbinhammer 031714.docx KLEINFELDER Bright People. Right Solutions. July 5, 2013 FILE COPY Project No. 1W26.441, w,ok REID'MIDDLETON, IN'C. Costco Wholesale Attention: Mr. David Rogers, Director of Real Estate Development Director of Real Estate Development 999 Lake Drive Issaquah, Washington 98027 Subject: Supplemental Geotechnical Recommendations Proposed Costco Fuel Facility Expansion Costco Wholesale Warehouse No. 006 451 Costco Drive Tukwila, Washington CW#006-28 REVIEWED FOR CODE COMPLIANCE APPROVED APR 08 2014 BUI DING DIVISION References: "Geotechnical Engineering Letter Report, Proposed Costco Wholesale ARC Lab Remodel and Addition, Warehouse No. 190, Tukwila, Washington" prepared by Kleinfelder, Inc., dated November 12, 2008. Dear Mr. Rogers: Kleinfelder West, Inc. (Kleinfelder) has reviewed the above -referenced report to provide geotechnical recommendations for design and construction for the proposed fuel facility expansion at the Costco warehouse in Tukwila, Washington. We understand that Costco plans to extend three of the four existing fueling islands at the existing fuel facility and extend the existing canopy to the west. Excavations for the project will be limited to those required for shallow spread footing or drilled pile construction, and installation of shallow utilities. This report provides updated/supplemental recommendations for drilled pile foundations, earthwork, pavements, and seismic design parameters for design and construction of this project. The remaining conclusions and recommendations presented in our November 12, 2008 geotechnical engineering report and the 1996 GeoEngineers report are still applicable to the project. b 1 4- 00 in 134324/SEA13L0271 Page 1 of 8 Copyright 2013 Kleinfelder 14710 NE 87th Street, Suite 100 Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 RECEIVED CITY OF TUKWILA APR 0 8 2014 PERMIT CENTER July 5, 2013 RECOMMENDATIONS Drilled Pile Foundations Ygo3 3JI� The proposed canopy for the fuel facility exppansiori'may be supported on shallow spread footings per the recommendations of the prior geotechnical report. However, we understand that shallow drilled piles may be preferred to minimize excavation requirements and disruption to operations. We have assumed that 36-inch-diameter piles a rcRi ately-; 12 to 15 feet long are appropriate, but can provide red o�hn r>�ti 5 for other pile foundation if needed. Due to the relatively low vertical ai;`tri�a�e Iiat lateral Toads will control shaft length. Recommendations for thei@aaconstrtrction of drilled pile foundations are presented below. n Axiii4'bagciN'!I' The �down arq axial capacity of drilled piles may be computed based on an allowable skt it . rb api y,of 75 pounds per square foot, per foot of length. For example, the r& ' `skiff tibi, capacity is 375 pounds per square foot at a depth of 5 feet and 1125 pounds per square foot at a depth of 15 feet. The upper one foot of the drilled pile should be neglected when computing the axial capacity of the piles. The upward capacity may be taken as one-half the downward allowable axial capacity. A one-third increase in the allowable capacities may be used for wind or seismic loads. Lateral Loads For computing the lateral resistance, we recommend that a lateral soil bearing pressure of 200 psf per foot of depth below grade. The lateral soil bearing pressure should not exceed 2,500 psf. Since drilled piles are isolated pole foundations, the allowable lateral soil bearing pressure may be increased by a factor of 2 for short-term lateral loads provided the structure will not be adversely affected by % inch of movement at the ground surface. Settlement Settlement of the proposed canopy supported on drilled piles, as recommended, is estimated to be less than inch. Installation of Drilled Pile Foundations The performance and capacities of piles can be influenced significantly by the selected consirruction methods and procedures used. Construction methods that create large Zones of disturbance around the drilled shafts can lead to lower than expected skin ' Friction due to excessive stress relief around the shaft length. , Drilling of the pile shafts should be accomplished using he''avy-dv t excavation equipment. Sloughing of the side walls is likely to occur, particularly below the,,.graundw'atertable, anq temporary casing may be required. Permanent casing should not be used without prior approval by 134324/SEA13L0271 Copyright 2013 Kleinfelder Page 2 of 8 July 5, 2013 KLEINFELDER 14710 NE 87th Street, Suite 100 Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 Kleinfelder. Additionally, if water seepage is encountered during installation of shafts, dewatering and tremie seals may also be necessary. It should be noted that groundwater was encountered at a depth of about 10 to 12 feet during the original warehouse exploration. The groundwater level will fluctuate and could be encountered shallower. Concrete should be placed immediately after drilling of the hole is complete. The concrete should be pumped to the bottom of the drilled shaft using a down -hole tremie. If steel casing is used, the casing should be removed as the concrete is placed. Construction Observation Observation of the installation of the drilled piles should be performed by a representative of Kleinfelder so that modifications can be made, as necessary, during installation. Earthwork Site Preparation The three southern -most refueling islands and canopy will be extended to the west in an area currently occupied by pavement. Drive access to the fuel facility will be modified and include paving part of an existing landscape island. Existing pavement, curb and irrigation systems should be demolished as part of site preparation. Asphalt concrete and Portland cement concrete (PCC) pavements can be recycled for use as base course, provided they comply with the required gradation specifications outlined below. Following demolition, all vegetation and any trash or remaining debris should be removed and properly disposed of offsite. After excavations have been completed to the planned subgrade elevations, including footing elevations, but before placing fill, the entire exposed subgrade should be evaluated by a Kleinfelder representative. When and where appropriate, based on site and excavation constraints, subgrade should be evaluated by proof -rolling with two passes of a fully -loaded dump truck or water truck. Subgrade may also be evaluated by hand probing where proof -rolling is not practical. Any soft, yielding or unsuitable areas identified by the Kleinfelder representative should be over -excavated and replaced with compacted structural fill. If excessively soft or yielding subgrade soils are encountered, following over -excavation and prior to placement of structural fill, the subgrade should be covered with a geotextile fabric conforming to the requirements of Section 9-33 Geotextile for Soil Stabilization of the Washington Department of Transportation (WSDOT) Standard Specifications. Fill Material Materials placed below pavements or structures should be structural fill. Fill materials should consist of well -graded, free -draining sand and/or gravel, free from organic matter or any other deleterious materials. The maximum particle size for structural fill is 3 inches. We estimate the majority of existing fill soils will consist of sand with varying 134324/SEA13L0271 Page 3 of 8 July 5, 2013 Copyright 2013 Kleinfelder KLEINFELDER 14710 NE 87th Street, Suite 100 Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 amounts of silt and gravel or silt with varying amounts of sand and gravel. Imported structural fill should conform to Section 9-03.14(1), Gravel Borrow, of the WSDOT Standard Specifications. Fill soils should be compacted to at least 95 percent of the soils maximum dry unit weight as determined per ASTM D1557 and in the accordance with standard Costco design requirements. Structural fill should be moisture conditioned to within 3 percent of the optimum moisture content prior to compaction and should be placed in maximum 8-inch thick lifts. Existing on -site soils generally consist of sand with varying amounts of silt and gravel or silt with varying amounts of sand and gravel. These existing soils are moisture sensitive and will likely be too wet to compact. In addition, elevated moisture contents should be expected in and adjacent to landscape areas. On -site soils may be suitable for re -use as structural fill during dry weather but would require drying. Due to a limited construction area and schedule, drying soils on site may not be practical and we recommend construction documents include a unit cost for import of granular structural fill and export of on -site materials in the event that on -site soils required drying and cannot be practically dried during construction. Pavements We understand pavements in the gas station expansion area will consist of heavy duty flexible asphalt and rigid Portland Cement Concrete (PCC) pavements. We developed pavement design recommendations using Costco Wholesale Development Requirements. The following traffic loading assumptions provided in the Costco development guidelines, Version 2012, dated July 20, 2012: • A pavement design life of 20 years; and • Heavy duty pavements will be subject to a 30 tractor -trailer truck trips per day (Traffic Index of 7.0) Based on soils observed in the previous explorations, we anticipate that the subgrade will be fine sands to silty sands. Our analyses assumed an average subgrade resilient modulus of 8,000 pounds per square inch (psi) and that the subgrade will not be saturated. Asphalt Concrete Pavement The following table presents asphalt concrete pavement sections for the traffic index noted above. 134324/SEA13L0271 Copyright 2013 Kleinfelder Page 4 of 8 July 5, 2013 KLEINFELDER 14710 NE 87th Street, Suite 100 Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 Heavy Duty Asphalt Concrete Pavement Sections Asphalt Concrete (inches) Aggregate Base (inches) 4.0 6.0 Aggregate base should conform to the requirements of Section 9-03.9(3) Crushed Surfacing Top Course or Base Course of the WSDOT Standard Specifications and be compacted to at least 95 percent relative compaction per ASTM D1557. A Performance Grade (PG) binder of 64-16 should be used for the project. This recommendation was developed in accordance with Costco Wholesale Specifications Section 02741. Air temperature data for the five data stations nearest the project site was reviewed and the PG was selected using the FHWA program LTTPBind Version 3.1. The high -end temperature rating was selected as one grade higher than the 98 percent reliability binder and the low -end temperature was selected to provide a reliability of at least 90 percent. Portland Cement Concrete Pavement The following table presents PCC pavement sections for the traffic index noted above. Heavy Duty PCC Pavement Sections PCC (inches) Aggregate Base (inches) 6.0 6.0 We based the PCC pavement sections on design procedures from the Portland Cement Association (PCA) Thickness Design for Pavements and the recommended subgrade conditions. The concrete should possess a minimum modulus of rupture of 600 psi and the mix should be designed in accordance with the PCA manual. Aggregate base should conform to the requirements of Section 9-03.9(3) Crushed Surfacing Top Course or Base Course of the WSDOT Standard Specifications and be compacted to at least 95 percent relative compaction per ASTM D1557. Longitudinal and transverse joint spacing should not exceed 12 feet and 15 feet, respectively. Joint details should conform to PCA guidelines. Expansion joints in concrete slabs should be sealed with petroleum resistant sealant to prevent minor releases from impacting subsurface soil. Construction Considerations The pavement sections provided above are contingent on the following recommendations being implemented during construction. 134324/SEA13L0271 Copyright 2013 Kleinfelder Page 5 of 8 July 5, 2013 KLEINFELDER 14710 NE 87th Street, Suite 100 Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 • A PG binder of 64-16 should be used in the asphalt concrete mix for the project. • Subgrade and crushed rock fill should be compacted to at least 95 percent relative compaction per ASTM D1557. Moisture contents should be maintained 3 percent of optimum during compaction. • Subgrade soils should be in a stable, non -pumping condition at the time the aggregate base materials are placed and compacted. • Asphalt paving materials and placement methods should meet current Costco Wholesale Specifications Section 02741. • Adequate drainage (bath surface and subsurface) should be provided such that the subgrade soils and aggregate base materials are not allowed to become wet. Seismic Design Considerations Liquefaction Based on the presence of loose sand and silt below the groundwater table, the liquefaction potential of the site soils is high. Due to the relatively light foundation loads and approximate 10 foot depth to groundwater, it is our opinion that a sufficient layer of unsaturated, and therefore non -liquefiable, soil exists below the foundations to prevent a bearing capacity failure in the event of liquefaction. However, in the event of a strong earthquake and significant liquefaction, some settlement of the ground surface is expected post -liquefaction. Ground surface settlement was estimated using methodologies proposed by Youd, T.L., et al. (2001), Seed, R.B., et al. (2003), and Idriss & Boulanger (2008). Under the 2,475-year design event, total settlement of liquefiable layers at the site was estimated to range from approximately 5 to 10 inches. Potentially liquefiable layers may be present below the depth of exploration (51.5 feet) that could result in additional settlement. Based on the nature of the fuel facility structures, it is our opinion that liquefaction and the possible resulting structural settlement do not present a life -safety hazard. However, we recommend that flexible connections or piping be used, where possible. 2009 IBC Seismic Design Criteria In accordance with the 2009 International Building Code (IBC), the Seismic Design Category for a structure may be determined in accordance with Section 1613.5.6 of the 2009 IBC. According to the 2009 IBC, sites subject to liquefaction should be classified as Site Class F, which requires a site response analysis. However, ACSE7-05, which is the basis for the 2009 IBC, suggests that for a short period (less than % second) structure on liquefiable soils, Site Class D or E may be used instead of Site Class F to estimate design seismic loading on the structure. The selection of Site Class D or E is based on the assessment of the site soil profile assuming no liquefaction. We have assumed that the period of the structures will be less than '/ second. The assumption that the structures have a period of less than % second should be verified by the project structural engineer. 134324/SEA13L0271 Copyright 2013 Kleinfelder Page 6 of 8 July 5, 2013 KLEINFELDER 14710 NE 87"' Street, Suite 100 Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 Based on an average N-value of 26 blows per foot from boring B-1 and our understanding of the regional geology, we classify the site as Site Class D. The following table summarizes the corresponding 2009 IBC Seismic Design Parameters. 2009 IBC Seismic Design Parameters Design Parameter Recommended Value Site Class D SS 1.397 g Si 0.477 g Fa 1.000 F„ 1.523 SMS 1.397 g SM1 0.727 g SDS 0.931 g SDI 0.484 g CLOSURE Unless specifically superseded in this supplemental letter report, the recommendations in the above -referenced geotechnical reports remain applicable. This document is intended to provide site specific recommendations. It cannot be considered an independent document, as it does not contain adequate background information. This document is directed only to the personnel with detailed knowledge of the subject project. Please attach this supplement to the above -referenced geotechnical reports prepared by Kleinfelder, Inc. and GeoEngineers. The conclusions and recommendations presented in this supplemental letter were prepared under the conditions and limitations presented in our November 12, 2008 geotechnical report. This work was performed in a manner consistent with that level of care and skill ordinarily exercised by other members of Kleinfelder's profession practicing in the same locality, under similar conditions, and at the date the services are provided. Our conclusions, opinions, and recommendations are based on a limited number of observations and data. It is possible that conditions could vary between or beyond the data evaluated. Kleinfelder makes no other representation, guarantee, or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. 134324/SEA13L0271 Copyright 2013 Kleinfelder Page 7 of 8 July 5, 2013 KLEINFELDER 14710 NE 87"' Street, Suite 100 Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 We appreciate the opportunity to be of professional service to you on this project. If you have any questions or require additional information, please do not hesitate to contact Marcus Byers at (425) 301-0106 or Brian Crystal, Kleinfelder's Project Manager, at (949) 585-3113, or Andrew Franks, Kleinfelder's Senior Client Account Manager for Costco, at (480) 650-4905. Respectfully submitted, KLEINFELDER WEST, INC. Marcus Byers, PE, P.Eng Principal Geotechnical Engineer cc: Brian Crystal, Kleinfelder 134324/SEA13L0271 Copyright 2013 Kleinfelder Page 8 of 8 July 5, 2013 KLEINFELDER 14710 NE 87th Street, Suite 100 Redmond, WA 98052 p 1425.636.7900 f 1425.636.7901 KLEINFELDER Bright People. Right Solutions November 12, 2008 Kleinfelder Project No. 99359 Costco Wholesale c/o MulvaanyG2 1110112 Ave NE Suite 500 Bellevue, WA 98004 Attention: Mr. Sam Morris wiAR 25 2014 \ REID MIDDLE TOW, It\IC. j ,* FILE COPY 2405 140th Avenue NE, Suite A101 Bellevue, WA 98005 Pi 425.562.4200 f 1425.562.4201 kleinfelder.com REVIEWED FOR pECOMPLIANCE APPROVED APR 0 8 2014 Citv (Mob BUILDING DIVISION Subject: Geotechnical Engineering Letter Report Proposed Costco Wholesale ARC Lab Remodel and Addition Warehouse No. #190 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. Senior Geotechnical Engineer Geotechnical Group Manager Attachment: November 7, 2008, Geotechnical Engineering Letter Report 99359/sEA8R108.doc Copyright 2008 Kleinfelder Page 1 of 1 RECEIVED CITY OF TUKWILA APR 0 8 2014 PERMIT CENTER November 12, 2008 bEMoo47 Y 7O3 3.111 SIP• r! as Prepared Prepared for: Mulvanny�G2 Architecture 1110 112 Avenue NE, Suite 500 Bellevue, WA 98004 J.:13V)5$9(.4f, 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 rn,ner enre.RightSolWanr- 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 CUENT 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 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 511A-foot deep boring was located in the footprint of the existing optical center and three 15-foot deep borings were located in the existing 99359/SEA8R1 Q8.doc Copyright 2008 Kleinfelder 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 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 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 Kleinfeider 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 511 -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 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. 993591SEA8R108.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 less 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 %Z 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 Page 7 of 10 November 12, 2008 Copyright 2008 Kleinfelder 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 concerns. 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 PLOTTED: 12 Nov 2008, 1:37pm, jstewart LAYOUT: crystal Spiings bark - (olleyt u i48/ . Cale F.r,l The YYmnM YAgMr6i:I �.M..w+.don h.. Mtn ..n, ka fr i randy of +mfot, larrhd.. .d.... .p6Or.ran a. .7115i.YmNo .. dfig 01 nq �., es a Id..,aypiodal Iu 51 1 aIm.niye 5.. P. lM Id wd u. oentleI n La4NY pppf(t.. {p��.g1anY.kT.,}WC.M,.. dIM }Mp. �Iris�.I�M1 1'*,rl' . n s _. d 1,, KLE/NFELOER \` wyraregxe rt9n�aO1tA \%,1 www.kleinielder.com PROJECT NO. 99359 DRAWN: November 2008 DRAWN BY: J.S. Loralgacrr Rapptrac I{ Spnngbroctk 11 {arecri jtptt p ! S.i 82r1 i CO 'I ._ : 184th St 03 Referene. ; Google Maps (2008. Site Vicinity CHECKED BY: S.F. FILE NAME: 99359-Figures.dwg Costco Tukwila Optical Center Addition 441 Costco Drive Tukwila, Washington FIGURE 1 ATTACHED IMAGES: Images: Pages from 0975-039-00R.tif Images: Vicinity.tif ATTACHED XREFS: SEATTLE, WA CAD FILE: GA99359% LAYOUT: Addkion PLOTTED: 12 Nov 2008, 1:37pm, )stewart 1 • r 0 100 Scale in Feet 1u COSTCO DRIVE �m ewstrrou'vodr..so n m / XL__ VI gti_3< / 1-_- 1 / EXISTING OPTICAL FACILITY r- EASTeptYgTGSNG L H AREAOF REMODEL ( AREA OF ADDITION Tee sdo neten Yubded an this goalie nV.+einelon leo been compead Mon a ruby ol scorn soil Is subject le Wools 'Annul mdse. IWRalder nukes no repree0*10,a or vrirarYr. woos or NON. es b mosey. oeiplelener. •ngmess. of rights to Po use al sudr Infonrbn. This document is nol Mrn*N for ben surrey pndup nor Is s dwlyrd or Mangled as e ooMendol dry document The use se miser of go MvrMlln nhtsgl-d an Ole pipet nperMedn is et the soledN of the poly using or Mooing lin Nonunion. 1 1 1 A Reference: Base file provided by Mulvany G2, dated 10/28 /08. KLEINFELDER www.kkinfolder.com PROJECT NO. 99359 DRAWN: November 2008 DRAWN BY: J.S. Proposed Addition Plan CHECKED BY: S.F. FILE NAME: 99359-Flgures.dwg Costco Tukwila Optical Center Addition 441 Costco Drive Tukwila, Washington FIGURE 2 ATTACHED IMAGES: Images: Pages from 0975-039-00R.tif Images: Viclnity.ttf ATTACHED XREFS: SEATTLE, WA CAD FILE: G:1993591 LAYOUT: Previous Explorations PLOTTED: 12 Nov 2008, 1:36pm, jstewart w 0 100 Scale in Feet $MOO CANE Prq»aed OPacal Fatllty B-14- The baaaabn babdad m ab "Mac represa.rd.. ha Peen canopied aaa a ma / a •came N b crap. b wg* vanaa noam a0H.bsr mates fie rgn.pYWms a warrMs. express or baled. es b accuracy, eaabblene., aa.aea. a dgN, b the use al wen Inlonradan. Thb document Is nol banded Ior des es o lend avwy pads. rot b a doaped a blended as • maWaalbn dace Moment The use a Muse el are blmm.tlan contained an cis graphic represWelbn b a be cab Mt of the pay asap or misusing se bbnobn. Proposed Paaelp B-4 -4. B-34- Properly lbw Reference: Taken from Figure 2 of the 1996 Geoengineers Geotechnical Report. KLEIINFELOER 111opk Right Solutions. www.ideinfelder.com PROJECT NO. 99359 DRAWN: November 2008 DRAWN BY: J.S. Previous Explorations CHECKED BY: S.F. FILE NAME: 99359-Figures.dwg Costco Tukwila OpUcai Center Addition 441 Costco Drive Tukwila, Washington FIGURE 3 APPENDIX A FIELD EXPLORATION LOGS GEI 85-85 Rev. 05/93 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More Than 50% Retained on No. 200 Sieve GRAVEL More Than 50% of Coarse Fraction Retained on No. 4 Sieve CLEAN GRAVEL GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY -GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND More Than 50% of Coarse Fraction Passes No. 4 Sieve CLEAN SAND SW WELL -GRADED SAND, FINE TO COARSE SAND SP POORLY -GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE GRAINED SOILS More Than 50% Passes No. 200 Sieve SILT AND CLAY Liquid Umit Less Than 50 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY Liquid Limit 50 or More INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry - Absence of moisture, dusty, dry to the touch in general accordance with ASTM D2488-90. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487-90. Wet - Visible free water or saturated, usually soil is obtained from below water table 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and/or test data. Geo%OEngineers SOIL CLASSIFICATION SYSTEM FIGURE A-1 GEI86-88 Rev. 2/94 LABORATORY TESTS: AL CP CS DS GS %F HA SK SM MD SP TX UC CA Atterberg limits Compaction Consolidation Direct shear Grain -size Percent fines Hydrometer analysis Permeability Moisture content Moisture and density Swelling pressure Triaxia! compression Unconfined compression Chemical analysis BLOW COUNT/SAMPLE DATA: 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. NOTES: SOIL GRAPH: SM Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual or Approximate Location of Change Between Soil Strata Q 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 a Location of sample obtained in general accordance with Standard Penetration Test (ASTM D 1586) procedures 26 f] 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 logs for a proper understanding of subsurface conditions. 2. Soil classification system is summarized in Figure A-1. Geo .� Engineers KEY TO BORING LOG SYMBOLS FIGURE A-2 :On 7/17/96 0975-038-10 TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pci) Count Samples Symbol 5- 10-� 15— MD 25 — 30- 35- 40-� 63 60 48 64 (1 42 0 29 11 7 11 2 Q P P 8 0 3 Q 8 6 11 7 0 5 26 SM SP BORING B-1 DESCRIPTION Surface Elevation (ft.): 24.5 Brown silty fine to medium sand with occasional fine gravel and organic matter (medium dense, 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) SM Gray silty fine to medium sand (medium dense, wet) Grades to loose 0 —5 —10 ML Gray silt with occasional fine sand and organic matter (very soft, wet) — 1 5 OH Gray fine sandy organic silt (very soft, moist) ML/PT 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) r Note: See Figure A-2 for explanation of symbols — 20 — 25 — 30 — 35 — 40 Geo klOEngineers LOG OF BORING FIGURE A-3 0975-038-10 40 — 45 — 50— TEST DATA Moisture Dry Content Density Blow Group Lab Teats (%) . (pct) Count Samples Symbol BORING B-1 (Continued) DESCRIPTION 33 52 0 59 0 59 Q 46 Grades to dense 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 40 — 45 — 50 55— —55 — 60 65 — — 65 70— — 70 75 — — 75 80— — 80 Note: See Figure A-2 for explanation of symbols GeoEn 'neers LOG OF BORING FIGURE A-3 :ejn 7/17/98 0975-038-10 TEST DATA BORING B-2 Moisture Dry Content Density Blow Group 0— Lab Tests (%) (pcf) Count Samples Symbol MD 9 110 5- 10— MD 42 79 15— 14 � 10 � 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 drilling 0 —5 —10 —15 — 20 25— —25 30 — 35- 40 — Note: See Figure A-2 for explanation of symbols — 30 — 35 — 40 GeoEngineers LOG OF BORING FIGURE A-4 0975.038.10 TEST DATA BORING B-3 Moisture Dry Content Density Blow Group Lab Tests (%) (pct) Count Samples Symbol 0 5— MD 17 100 10- 15— DESCRIPTION Surface Elevation (ft.): 22.0 SP-SM Brown fine to medium sand with silt and organic matter (roots) (medium dense, moist) (fill) 17 ■ ML Gray sandy silt with occasional fine gravel (stiff, moist) (fill) 5 SP Brown fine sand with a tract 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— —25 30— —30 35— —35 40— — 40 Note: Sec Figure A-2 for explanation of symbols Geo�OEngineers LOG OF BORING FIGURE A-5 :ejn 7/17/98 0975-038-10 TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pet) Count Samples Symbo BORING B-4 DESCRIPTION Surface Elevation (ft.): 24.0 5- 10— MD 28 90 15— 22 ■ 19 3 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 0 —5 —10 —15 — 20 25— —25 30 — 35 — 40 — Note: See Figure A-2 for explanation of symbols —30 — 35 — 40 Geo j Engineers LOG OF BORING FIGURE A-6 APPENDIX B IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT Importaut IoIormaUoo Aboot Your 000tocbnical Engineering Report Subsurface problems are a principal cause of construction delays, cost overruns, claims: and disputes. The folioiwing information is provided to help you manage your mks. Geotechnical Services Are Performed for Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted tor a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique. each geotechnicai engineering report is unique, prepared solely for the client No one except you should rely on your geotechnical engineering report without first conferring with the geotechnicai engineer who prepared it. And no one not even you —. should apply the report tor any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a geotechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on A Unique Set of Project-Specmc Factors Geotechnical engineers consider a number of unique, project -specific fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management prelerences; the general nature of the structure involved, its size, and configuration: the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking fats, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise, do not rely on a geotechnical engineering report that was: • not prepared for you. • not prepared for your project. • not prepared for the specific site explored. or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building. or from a light industrial plant to a refrigerated warehouse. • elevation. configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes —even minor ones —and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineer- ing reportwhose adequacy may have been affected by: the passage of time: by man-made events, such as construction on or adjacent to the site: or by natural events, such as floods, earthquakes, or groundwater fluctua- tions. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional Opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engi- neers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ-- -sometimes significantly — from those indicated in your report. Retaining the geotechnicai engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engi- neers develop them principally from judgrnent and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or fiabiilty for the report's recommendations if that engineer does not perform construction observation. A 6eotechnical Engineering Report Is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geo- technical engineer confer with appropriate members of the design team alter submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design teams plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, anti by providing construction observation. Do Not Redraw the Engineer's Logs Gents clinical engineers prepare final boring and testino logs based upon their ird:;rnretation of field togs and laboratory data To prevent errors or omissions, the logs included in a geolechnical engineering report should never tie redrawn for inclusion in architectural or other design drawings. :luny photographic or electronic reproduction is acceptable, but recognize trraf separattmo logs !ruin Me report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design processionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by Limiting what they provide for bid preparation To help prevent costly problems, give con- tractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the reports accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest tee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefer. A prebid conference can also be valuable. Be sure contrac- tors have sufficient time to perform additional study, Only then might you be in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients; design professionals. and contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes, To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations' many of these provisions indicate where geotechnical engineers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenviron- mental study differ significantly from those used to perform a geotechnical study. For that reason. a geotechnical engineering report does not usually relate any geoenvironmentat findings, cOnc unions, Of recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contanlnrunls. meat?tiC?pair li envircrlrmitdi iif'blems have ten tO nuirerous pro e;r failures. ll you have not yet obtained Volt own gaoen- viionmenlal iniuiinat on, ask yu.i gefilf.;h heal ;onstiltant tor risk rminn- agerrrent guidance. Do not rely on an envrrunrnemal report prepared tor someone cise. Obtain Professional Assistance To Deal with Mold Diverse strategies car be applied during building design, construction. operation, and maintenance to prevent significanl amounts of mo€ct 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 ptan, and executed with diligent oversight by a protessionai mold prevention consultant, Because just a small amount of water or moisture can lead to the development al severe mold inleslations, 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 geotechnical engineering study whose findings are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services per- formed in connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. Proper implementation of the recommendations conveyed in this report will not of itself be sufficient to prevent mold from growing in or on the structure involved. Bel* on Your ASFE-Mender Geotechncial Engineer for Additional Assistance Membership in ASFE/The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project Confer with you ASFE-member geotechnical engineer for more information, ASFE The !test resale se Earth 8811 Colesville RoacifSuitw G 106, Silver Spring. MO 20910 Telephone: 301/565-2733 Facsimile: 3011589-2017 e-mail: into@asfe.org www.asfe.org Copyright 2Et14 by ASFE. Inc. Duplication. reproduction. or copying at this document, in whole or in pail, by any means whatsoever; is strictly prohibited except with ASFE s specific written permission. Excerpting, quoting, or otherwise extracting wording ironr this document is permitted only with the express written permission of ASFE, and only for purposes of schorarty research or book review. Only members of ASFE may use this document as a complement to or as an element of a geatechnicat engineering report. Any other Linn, individual, or outer entity that so uses this document without being an ASFE member could he committing negligent or intentional (fraudulent) misrepresentation. hiGEH06045.0M Report Geotechnical Engineering Services Planned Optical Facility Tukwila, Washington July 18, 1996 For PriceCostco, Inc. G e o Engineers File No. 0975-038-10-1130/071896 Geoff¢ Engineers July 18, 1996 PriceCostco, Inc. 999 Lake Drive Issaquah, Washington 98027 Attention: Mr. Jack S. Frank Consulting Engineers and Geosciendsts Offices in Washington, Oregon, and Alaska We are pleased to submit three copies of our report entitled "Geotechnical Engineering Services, Planned Optical Facility, Tukwila, Washington." Our services were completed in general accordance with the scope of services presented in our proposal dated June 18, 1996. We provided preliminary geotechnicaI recommendations including preliminary preloading requirements in a telephone conversation on June 28, 1996. We appreciate the opportunity to work with you on this project. Please contact us if you have any questions. MSR:KGB:cms Document ID: 0975038.R cc: Ms. Angela Yusuf (three copies) Mulvanny Partnership 11820 Northup Way Bellevue, WA 98005 File No. 0975-038-10 GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (206) 861-6000 Fax (206) 861-6050 Yours very truly, GeoEngineers, Inc. !!JJ J J Kenneth G. Buss, P.E. Associate Printed cm recycled Pelee CONTENTS Page No. INTRODUCTION 1 SCOPE 1 SITE CONDITIONS 2 SURFACE CONDITIONS 2 SUBSURFACE CONDITIONS 2 General 2 Soil Conditions 2 Ground Water Conditions 3 CONCLUSIONS AND RECOMMENDATIONS 3 GENERAL 3 SITE PREPARATION 4 STRUCTURAL FILL 5 SETTLEMENTS 5 PRELOAD FILL 6 SETTLEMENT MONITORING 6 SHALLOW FOUNDATION SUPPORT 7 FLOOR SLAB SUPPORT 8 LATERAL LOADS 8 RETAINING WALLS 8 PAVEMENT 9 DRAINAGE CONSIDERATIONS 9 SEISMICITY 10 General 10 Liquefaction Potential 10 LIMITATIONS 11 FIGURES Figure No. Vicinity Map 1 Site Plan 2 Settlement Plate Detail 3 APPENDICES Page No. Appendix A - Field Explorations and Laboratory Testing A-1 Field Explorations A-1 Laboratory Testing A-1 APPENDIX A FIGURES Figure No. Soil Classification System A-1 Key to Boring Log Symbols A-2 Logs of Borings A-3 ... A-6 G e o E n g i nee r s i File No. 0975-038-10-I 1301071896 REPORT GEOTECHNICAL ENGINEERING SERVICES PLANNED OPTICAL FACILITY TUKWILA, WASHINGTON FOR PRICECOSTCO, INC. INTRODUCTION This report presents the results of our geotechnical engineering services for the planned PriceCostco Warehouse Facility to be constructed in Tukwila, Washington. The site is located approximately 283 feet east of Andover Park East and south of Saxon Drive. An existing Costco Wholesale Warehouse is located north of Saxon Drive. Home Depot which occupies the site to the south, currently owns the property. The location of the site and the general configuration of the proposed project are shown on the Vicinity Map, Figure 1, and the Site Plan, Figure 2. The ground surface elevation over the majority of the site ranges from approximate Elevation 21 feet to Elevation 24.5 feet. We understand that the proposed facility will include a one-story building approximately 160 feet wide by 220 feet long. The design loading for the slab -on -grade floors will be approximately 350 pounds per square foot (psf). Interior column loads are estimated to be 100 kips. The proposed finished floor elevation for the slab -on -grade is Elevation 25 feet. SCOPE The purpose of our geotechnical engineering services is to evaluate subsurface soil and ground water conditions as a basis for developing design criteria for the geotechnical aspects of the proposed development. Our specific scope of services will include the following tasks: 1. Review available information and geotechnical engineering studies in our files. 2. ExpIore the site by drilling one boring in the area of the building to a depth of 51.5 feet below the ground surface and three borings to a depth of 15 feet below the ground surface in the parking area. 3. Complete a laboratory testing program to evaluate the engineering properties of the underlying soils. The laboratory testing included moisture and density determinations. 4. Develop recommendations for site preparation and earthwork required to establish design site grades, including consideration of excavation requirements and remedial work on any existing fills which are insufficiently compacted, evaluation of the suitability of on -site materials for use in new fills, recommendations for any imported borrow needed, and fill placement and compaction criteria. 5. Develop recommendations for allowable soil bearing pressures and settlement estimates for shallow foundations. G e o Engineers 1 File No. 0975-038-10-1130/071896 6. Evaluate requirements for support of ground level floor slabs either on -grade or structurally, and recommend a preload or surcharge program, if appropriate, based on our evaluation of potential long-term settlements following completion of building construction. 7. Provide seismic design criteria based on the Uniform Building Code, including expected accelerations during earthquakes based on the standard of practice used in the Puget Sound area. This will include evaluating the liquefaction potential of the underlying soils. 8. Provide recommendations for pavement design sections in roadway and parking areas. 9. Provide recommendations for lateral earth pressures including active pressures for retaining and dock -high walls and passive earth pressures on footings. This includes the coefficient of base friction against sliding. 10. Provide recommendations for surface and subsurface drainage. 11. Prepare a written report presenting our conclusions and recommendations together with supporting field and laboratory data. SITE CONDITIONS SURFACE CONDITIONS The site is nearly rectangular with a average north -south dimension of approximately 240 feet and an east -west dimension of about 690 feet. The existing site is generally flat and covered with grass. A row of trees is present along Saxon Drive. In addition a birch tree is located on the northwestern portion of the site. A railroad easement is located along the north side of the site. Saxon Drive and an existing Home Depot store form the west and east boundaries, respectively. Seventieth Avenue South forms the south boundary. The Green River is located south of 70th Avenue. SUBSURFACE CONDITIONS General We evaluated subsurface soil and ground water conditions at the site by drilling four borings. A 51.5-foot-deep boring was completed within the proposed building footprint. Three 15-foot-deep borings were completed in the parking area. We also reviewed the report prepared by GeoEngineers for the Home Depot store entitled, "Report, Geotechnical Engineering Services, Proposed Home Depot Store, Tukwila, Washington," dated December 2, 1992. The approximate locations of our explorations are shown on Figure 2. Descriptions of the field explorations, laboratory testing procedures and the exploration logs are presented in the appendix. Soil Conditions Soil conditions encountered in borings B-1 through B-4 are relatively consistent. Subsurface soils generally consist of fill and alluvium. We did not observe a well -developed sod zone at the ground surface. G e o E n g i n e e r s 2 File No. 0975-038-10-1130/071896 Fill consisting of medium dense or denser sand with varying amounts of silt and gravel and medium stiff to hard silt with varying amounts of sand and gravel was encountered to depths ranging from 10 to 15 feet in the explorations. AIluvium was encountered in borings B-1 and B-4 beneath the fill. The alluvium in boring B-1 extended to a depth of 51.5 feet below the ground surface (the depth explored). The alluvium consisted of 4.5 feet of loose to medium dense silty sand underlain by 12.5 feet of very soft to medium stiff silt and organic silt with varying amounts of sand and organic matter. The silt was underlain by 11 feet of interlayered loose silty sand and medium stiff sandy silt with organic matter. The layers were up to approximately 4 feet thick. Beneath the Iayers of sand and silt the boring encountered medium dense to dense sand. The sand contained occasional lenses of silt up to 1/2-inch-thick. Ground Water Conditions Ground water was observed in the borings during drilling at depths ranging from 10.4 to 12 feet below the ground surface. Ground water conditions at the site should be expected to fluctuate as a function of season, precipitation and surface water levels in the Green River. Perched ground water may develop near the ground surface during periods of extended precipitation. CONCLUSIONS AND RECOMMENDATIONS GENERAL We conclude that the site is suitable for construction of the proposed building and parking areas provided a preload program is completed within the building area to reduce post construction settlements to within tolerable limits. Assuming site filling and preloading as recommended herein, the proposed building may be supported on shallow spread footings founded on structural fill. Based on information provided by you, we understand that finished site grades will be up to 1 to 2 feet above existing site grades. Placement of fill in excess of about 1 foot above the existing site grades and the imposition of building loads will result in settlements due to immediate compression and consolidation of underlying compressible soils. The building fill pad and preload should be constructed far enough in advance of erection of the building walls so that the majority of settlement due to these loads will have occurred before structural connections are made. We estimate that it will be necessary to leave the preload fill at full height a minimum of 10 to 12 weeks. If the building pad area is surcharged, we estimate that it will be necessary to leave preload/surcharge in place at full height at least five to six weeks. If settlement monitoring data indicates that settlement is occurring at a rate greater than or less than that estimated, the duration of preload/surcharge period may be reduced or extended accordingly. G e o E n g i n e e r s 3 File No. 0975-038-I0-1130/071896 Existing near -surface fill soils present across the site are quite variable. We expect that site access by rubber -tired vehicles will be difficult during wet weather where silty soils are present. Temporary roads may be required on some areas of the site during wet weather where the fines content of the near -surface soils exceeds about 5 to 10 percent. If a portion of site grading activities are completed during wet weather, we recommend that all structural fill consist of an imported free -draining granular material. During dry weather, a portion of the import fill may contain an increased percentage fines (that portion passing the U.S. No. 200 sieve) provided the fill can be placed and compacted to the recommended minimum standard. Our specific geotechnical recommendations are presented in the following sections of this report: • Site Preparation • Structural Fill • Settlements • Preload Fill • Settlement Monitoring • Shallow Foundation Support • Floor Slab Support • Lateral Loads • Retaining Walls • Pavement • Drainage Considerations • Seismicity SITE PREPARATION We recommend that all trees and grasses be removed from building and pavement areas prior to any grading. We recommend that the site be thoroughly proofrolled with heavily loaded rubber -tired construction equipment prior to fill placement. Proofrolling should only be completed during periods of dry weather. If soft or otherwise unsuitable areas revealed during proofrolling cannot be compacted to a stable and uniformly dense condition, the soft soils should be removed and replaced with structural fill to the depth determined by the geotechnical engineer. If site preparation is completed during wet weather, the subgrade should be evaluated by probing with a steel hand probe to identify areas of soft soils which may need to be replaced. Some of the existing near -surface site soils are sensitive to disturbance from construction when water is present. Temporary roads may be required for access to construction areas on some portions of the site during extended wet weather. Our experience suggests that a thickness of 12 to 24 inches of sand and gravel.with less than 5 percent fines, crushed rock or quarry spalls will be necessary to provide support for construction equipment. We anticipate that it will be beneficial to place geotextile fabric on the subgrade in soft areas to provide a separation layer between the silty subgrade soils and temporary road base materials. G e o E n g i n e e r s 4 File No. 0975-038-10-1130/071896 STRUCTURAL FILL All fill in pavement and building areas should be placed as compacted structural fill. Structural fill should be free of debris, organic contaminants, and cobbles larger than 6 inches. We anticipate that the fill material placed to achieve fmal site grades will likely consist of imported material used for the building area preload. The suitability of soil for use as structural fill will depend on its gradation and moisture content. As the amount of fines (soil particles passing the U.S. No. 200 sieve) increases, soil becomes increasingly more sensitive to small changes in moisture content and adequate compaction becomes more difficult, if not impossible, to achieve. We recommend that structural fill for wet weather conditions consist of sand and gravel with less than 5 percent fines. During periods of extended dry weather, the fines content may be increased somewhat, provided that the moisture content can be controlled to achieve adequate compaction. The existing near -surface fill soils consist primarily of sand with varying amounts of silt and gravel. As the fines content of the fill soils increase they will be difficult to impossible to compact properly when the moisture content is more than a few percent above the optimum moisture content. We recommend that all fill placed within the building areas and within 2 feet of the pavement subgrade be compacted to at least 95 percent of the maximum dry density as determined in accordance with ASTM D-1557. The structural fill with this density criterion for the building areas should extend laterally beyond the perimeter of the building a distance at least equal to the height of the fill. We recommend that all structural fill placed more than 2 feet below the pavement subgrade elevation be compacted to at least 90 percent of the same standard. The floor slabs and pavement should be underlain by capillary break and subbase materials, respectively, as described later in this report. We recommend that structural fill be placed in horizontal layers of appropriate thickness to achieve the required compaction. Each lift should be uniformly compacted as recommended before placing additional lifts of fill. We recommend that the appropriate lift thickness, and the adequacy of subgrade preparation and structural fill compaction be evaluated by a field representative from our firm during construction. A sufficient number of in -place density tests should be performed as the fill is being placed to determine if the required compaction is being achieved. SETTLEMENTS Placement of fill above the existing grades and imposition of building loads will cause consolidation in the underlying soils. We estimate that between 3 to 6 inches of settlement will occur as a result of the planned areal floor loads of 350 psf and footing pressures of 2,000 psf. G e o Engineers 5 File No. 0975-038-10.1130/071896 The settlements are likely to vary across the site because of variations in the thickness and compressibility of the softer underlying soils. We therefore recommend that a preload fill be placed to induce settlement before the building loads are applied. PRELOAD FILL The amount of settlement estimated to occur under the design floor loads is greater than that which is typically tolerable by this type of building. Therefore, we recommend that a preload program be completed to simulate the majority of the expected floor loads and reduce postconstruction settlements. The purpose of the preload fill is to preinduce a major portion of the settlements which would otherwise occur when building and floor loads are applied. The preload program will also significantly reduce potential differential settlements due to variability in areal loading and thickness of compressible soils. The required thickness of the preload fill will depend n the expected floor loads. We recommend a preload thickness o4 feet for floor loads of.O psf and footing pressures of 2,000 psf. The preload thickness is in addition to any fill placed to achieve site grades or form the building pad. We suggest that preload fill consist of sand and gravel, as described above for structural fill, so that it can be used in grading other portions of the site. Use of sand and gravel will also minimize difficulties associated with rehandling and compaction of the fill if it must be removed during inclement weather. The crest of the preload fill should extend to full height for a distance of at least 5 feet beyond the perimeter of the proposed building areas. Preload fill need be compacted only to the extent necessary to support construction equipment. The preload surface should be crowned slightly to promote drainage of surface water. Following the preloading period, the excess fill can be removed from the building areas and used as structural fill in parking or other building areas. We recommend that the upper 12 inches of the building pad fill be recompacted to the minimum standard described above after the preload has been removed and before the floor slab is constructed. SETTLEMENT MONITORING In order to evaluate the magnitude and time rate of settlement of the building pad and preload fill, we recommend that 'settlement monitoring plates be installed prior to placing any fill in the buffing eas. We estimate that the preload fill will need to be left at full height a minimum of to weeks. If settlement monitoring data indicates that settlement is occurring at a rate greater or less than that estimated, the duration of preloading will be reduced or extended accordingly. An example of a suitable settlement plate and a description of monitoring procedures are presented in Figure 3. We recommend that settlement plates be placed approximately 25 feet in from each corner of the building, and that one additional settlement plate be located at the approximate center of the building footprint. Initial elevation readings of the settlement plates G e o E n g i n e e r s 6 File No. 0975-038-10-1130/071896 must be obtained when they are installed and before any fill is placed. If this is not done, the initial settlement behavior of the fill pad will not be recorded and the value of the observations diminished in that the total magnitudes of settlement will be unknown. This will likely result in a longer preload period than would otherwise be necessary. The elevations of the plates and the adjacent ground surface should be measured two to three times each week during and after completion of filling so that settlement progress in relation to the amount of fill in place can be defined. We recommend that the readings be taken by the project civil engineer and the results forwarded to our office promptly after each reading for evaluation. The presence of the measurement rods which extend from the settlement plates through the fill will inhibit the mobility of earthmoving equipment to some extent. The contractor will have to exercise care to avoid damaging the rods. The construction documents should emphasize the importance of protecting the settlement plates and measuring rods from disturbance. The preload fill height may be increased to 10 feet, particularly if additional fill is necessary to achieve final grades and/or if the preload time period needs to be reduced as a result of the tight project time schedule. We estimate that the time that the preload fill needs to be left at full height can be reduced to about five to six weeks if the preload fill height is increased to 10 feet. % SHALLOW FOUNDATION SUPPORT We recommend that the building be supported on shallow foundations provided that the footings are placed on a pad of compacted structural fill. Foundation construction should not be started until settlements from filling/preloading operations are complete. We recommend that all footings be supported on structural fill extending to a depth of 2 feet below the bottom of footing grade. We recommend that the structural fill extend a minimum of 2 feet beyond the edge of the footing. We recommend that a representative from our firm evaluate the footing excavations before placement of structural fill. Any soils the are excessively soft may require additional overexcavation and replacement with structural fill. Exterior footings should have a minimum embedment of 18 inches below the lowest adjacent grade. Interior footings should extend at least 12 inches below the top of the floor slab. We recommend an 18-inch and 24-inch minimum width for continuous and isolated footings, respectively. Footings may be designed using an allowable soil bearing pressure of 2,000 pounds per square foot (psf) for dead plus long-term live loads. This value may be increased by one- third when considering transient loads such as wind or seismic forces. The weight of the footing and any backfill over the footing may be neglected when estimating bearing pressures. We estimate that the settlement of continuous strip and column footings supported as described above will be on the order of 1/2 to 1 inch for the assumed Ioading conditions provided that the site is preloaded as outlined in the previous sections. Differential settlements should be on the order of 1/2 inch or less in 50 feet along continuous footings or between similarly loaded adjacent columns. The majority of these settlements should occur within four to six weeks after applying load to footings. G e o E n g i nee r s 7 File No. 0975-038-10-1130/071896 FLOOR SLAB SUPPORT The floor slab for the proposed facility should be underlain by a 12-inch thickness of capillary break material placed over compacted structural fill prepared as recommended above. We recommend that the capillary break consist of crushed rock or clean, well -graded sand and gravel compacted to at least 95 percent of the maximum dry density based on ASTM D-1557. The capillary break material should have a maximum particle size on the order of 3/4 inch and have Iess than 5 percent fines (material passing the U.S. Standard No. 200 sieve). We recommend that a vapor retarder such as plastic sheeting be used to provide an added protection against upward migration of moisture into the slab. The vapor retarder is especially important if the first floor office areas are to have carpet or vinyl flooring. If a minimum of 12 inches of structural fill consisting of clean sand and gravel with less than 5 percent fines (material passing the U.S. Standard No. 200 sieve) is present as a result of fill placement for the building pad, the aforementioned capillary break layer is not necessary. LATERAL LOADS Lateral loads can be resisted by passive resistance on the sides of the footings and by friction on the base of the footings and slabs. Passive pressures may be computed using an equivalent fluid density of 300 pcf (pounds per cubic foot) if all soil extending out from the face of the foundation element for a distance at least equal to two and one-half times the depth of the element consists of structural fill compacted to at least 95 percent of the maximum dry density (ASTM D-1557). The top of the triangular passive pressure distribution should begin at the bottom of adjacent floor slabs or paving or below a depth of 1 foot where the adjacent area is unpaved, as appropriate. Frictional resistance can be evaluated using 0.35 for the coefficient of base friction against footings and floor slabs. The above values incorporate a factor of safety of about 1.5. RETAINING WALLS We recommend that walls for loading docks or other building walls which will serve as retaining walls be designed for lateral pressures based on an equivalent fluid density of 35 pcf, provided that the walls are free to yield during backfiiling. The above lateral soil pressure does not include the effects of surcharges such as floor loads, traffic Loads or other surface loading. Surcharge effects should be considered where appropriate. In settlement sensitive areas such as beneath on -grade slabs and the upper 2 feet of wall backfill beneath paved areas should be compacted to 95 percent of the maximum dry density determined in accordance with ASTM D-1557. At other locations and below a depth of 2 feet in paved areas, wall backfill should be compacted to between 90 and 92 percent of the maximum dry density. Care must be exercised by the contractor to avoid overcompaction and consequent damage to the walls. G e o E n g i n e e r s 8 File No. 0975-038-10-1130/071896 The recommended equivalent fluid density assumes a free -draining condition behind the wall. This may be achieved by placing an 18- to 24-inch-wide zone of sand an gravel containing less than 5 percent fines against the wall. A perforated drainpipe should be embedded in the free - draining sand and gravel zone along the base of retaining walls to remove any water which collects in this zone. The drainpipe should be tightlined to an appropriate discharge point. PAVEMENT Pavement subgrade areas should be evaluated and prepared as recommended previously in this report. The pavement recommendations provided below have been prepared for pavement sections bearing on existing fill compacted to 95 percent of the MDD (maximum dry density) in accordance with ASTM D-1557 or a minimum thickness of 12 inches of structural fill compacted to 95 percent. If the subgrade soils are soft, it may be necessary to overexcavate the soft soils to a depth of at least 12 inches and place structural fill consisting of clean sand and gravel. A non -woven geotextile fabric, such as a Amoco 4545, Polyfelt TS500 or equivalent, may be necessary beneath the 12-inch-thick structural fill subbase where soft subgrade soils are present. To prevent unnecessary disturbance of the existing subgrade soils from construction traffic, we recommend that construction traffic be kept off moisture sensitive soils to the extent practical when the soils are wet. We recommend a minimum pavement section over the compacted subgrade or subbase consisting of at least 2 inches of Class A or B asphalt concrete (AC) over a 4-inch thickness of densely compacted crushed rock base course in light traffic areas and at least 3 inches of AC over 6 inches of crushed rock base course in driveways and heavy traffic areas. Materials and placement of the AC should be in general accordance with Sections 5-04, 9-02 and 9-03.8 of the 1994 Washington State Department of Transportation Specifications for Road, Bridge and Municipal Construction. The crushed rock should be in general accordance with the specifications for crushed surfacing top course (CSTC) in Section 9-03.9(3) of the WSDOT Specifications. DRAINAGE CONSIDERATIONS We recommend that pavement surfaces be sloped away from building areas to route drainage away from foundations and floor slabs and toward the storm drain system. We recommend that all roof drains be connected to tightlines for diversion into the appropriate storm drain system. We also recommend that perimeter foundation drains be installed around the planned building and at the base of loading dock walls because of the possibility of perched ground water conditions to develop in the fill. Drainage of water from the pavement base course and subbase can decrease the likelihood of pavement distress. Grading the subgrade surface to drain toward catch basins and drainage outlets will discourage the trapping and accumulation of water in the base course on top of the subgrade. Small holes can be provided in the portion of the catch basins that is adjacent to the G e o E n g i n e e r s 9 File No. 0975-038-10-1130/071896 subbase or base layer, provided that the expected water level within the catch basin will always be below the elevation of the holes. The holes should be covered with a suitable geotextile fabric placed against the outside of the catch basin to prevent piping of the subbase material into the catch basin. SEISMICITY General The Puget Sound region is seismically active and lies within Seismic Risk Zone 3 with a Seismic Zone Factor (Z) of 0.30 as classified by the Uniform Building Code (ICBO 1994). We recommend the project site be classified as Soil Profile Type S3, as defined in the Uniform Building Code. This profile type consists of "a soil profile 70 feet or more in depth and containing more than 20 feet of soft to medium stiff clay but not more than 40 feet of soft clay." Seismicity in this region is attributed primarily to the interaction between the Pacific, Juan de Fuca and North American plates. The Juan de Fuca plate is subducting beneath the North American Plate. Each year 1,000 to 2,000 earthquakes occur in Oregon and Washington. However, only 5 to 20 of these are typically felt because the majority of recorded earthquakes are smaller than magnitude 3. Because of the thick overburden of glacial sediments, no active surface faults have been discovered. Also the distribution of the recorded seismic epicenters is scattered and does not define a mappable fault zone. In recent years two large earthquakes occurred which resulted in some liquefaction in loose alluvial deposits and significant damage to some structures. The first earthquake, which was centered in the Olympia area, occurred in 1949 with a Richter magnitude of 7.1. The second earthquake, which occurred in 1965, was centered between Seattle and Tacoma. It had a Richter magnitude of 6.5. Liquefaction Potential Liquefaction refers to a condition where vibration or shaking of the ground, usually from earthquake forces, results in development of excess pore pressures in saturated soils and subsequent loss of strength in the deposit of soil so affected. In general, soils which are susceptible to liquefaction include loose to medium dense clean to silty sands which are below the water table. The evaluation of liquefaction potential is complex and is dependent on numerous site parameters, including soil grain size, soil density, site geometry, static stresses, and the design ground acceleration. Typically, the liquefaction potential of a site is evaluated by comparing the cyclic shear stress ratio (the ratio of the cyclic shear stress. to the initial effective overburden stress) induced by an earthquake to the cyclic shear stress ratio required to cause liquefaction. We have evaluated the earthquake -induced cyclic shear stress ratio at this site using an empirical relationshipdeveloped by researchers for this purpose. A design earthquake with a magnitude G e o Engineers 10 File No. 0975-038-10-1130/071896 of 7.5 on the Richter scale and a peak horizontal ground acceleration of 0.3g (acceleration due to gravity) was used for our analysis. This earthquake magnitude is estimated to have a return period of about 500 years (approximately equal to a 10 percent probability of exceedance in 50 years). The cyclic shear stress ratio required to cause liquefaction was estimated using an empirical procedure based on blow counts from an SPT (standard penetration test) obtained from the borings. This method relates the cyclic shear stress ratio required to cause liquefaction to the SPT value and the fines content of the soil. The results of our analyses indicate that portions of the loose to medium dense sandy soils underlying the site have a high to moderate potential for liquefaction, respectively, during the design seismic event assumed. We have estimated settlement due to liquefaction of loose to medium dense sandy soils for the design seismic event described above using an empirical method developed for this purpose. Our estimates indicate that total liquefaction -induced settlements may be on the order of 1 to 3 inches at this site. We anticipate that differential settlement across the site will be about one-half of the total amount of settlement. The preloading the building pad area will mitigate some of the possible liquefaction -induced settlements. We anticipate that total liquefaction settlements following preloading will be about 1 to 2 inches and differential settlements will be on the order of 1/2 to 1 inches. While this level of ground settlement is above the normal design criteria for buildings in this area and may cause some damage to the floor slab and/or footings and supported structure, it is not expected to cause collapse of the structure. Several measures are available to further reduce differential settlement below footings and floor slabs caused by liquefaction at depth. One alternative is to support the footings and floor slab on several feet of clean crushed rock placed over a strong geotextile. The crushed rock pad and geotextile provides a more rigid base for the foundations and thus reduces the effects of differential settlement. It also allows pore water pressures from the lower soil units to dissipate thus reducing the potential for loss of strength of near -surface soils. Placement of a crushed rock pad as recommended should reduce the effects of liquefaction settlement on the building. However, differential ground settlement will likely still occur during a design Ievel earthquake and some damage to the floor slabs and/or structure could occur. If PriceCostco prefers to design and construct a structure that will not sustain damage due to liquefaction -induced settlement, we recommend that the floor slabs be structurally supported and the building be supported on piles. We suggest that Iife cycle costs of different foundation support alternatives be evaluated when selecting appropriate foundation systems for the proposed building. LIMITATIONS We have prepared this report for use by PriceCostco, Inc. and other members of the design team in design of a portion of this project. The data and report should be provided to prospective G e o Engineers 11 File No. 0975-038-10-I130/071896 contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. If there are changes in the grades, locations, configuration or type of construction for the buildings, the conclusions and recommendations presented may not be applicable. If design changes are made, we request that we be given the opportunity to review our conclusions and recommendations and to provide a written modification or verification. When the design has been finalized, we should be retained to review the appropriate portions of the drawings and specifications to see that our recommendations have been interpreted and implemented as intended. 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. There are probable variations in subsurface conditions between the explorations. Such variations may also occur with time. A contingency for unanticipated conditions should be included in the budget and schedule. Sufficient monitoring, testing and consultation by our firm should be provided during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes if the conditions revealed during construction differ from those anticipated, and to evaluate whether earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. 4 O ► We appreciate this opportunity to be of continued service to PriceCostco, Inc. Please call if you have any questions regarding this report. EXPIRES 7r; r v/, 1 MSR:KGB:cros Document ID: 0975038.R Respectfully submitted, GeoEngineers, Inc. i'Q��2s! Mary S. Rutherford, P.E. Associate Kenneth G. Buss, P.E. Associate GeoEngineers 12 File No. 0975-038-10-1130/071896 rn 0 MSR/GRF 0975-038-10 S 168 ST S ^ 172RD Pt. BOY ' LAKE PK 178TH SIMMER BLVD f •cc 4 cn SO THCENfER P TRW: 26 COUNTY sr auto ` A FS CORPORA NL DRS 9 PAVILION NALL 194TH 0 L �.RNTON NgION 25 t-Lr A?S w S 186TH ST 1 ST 3 S 188TH ST 190TH /6800 4 _ 192110 2000 4000 SCALE IN FEET Sit 191711 ST S 188T14 ST SW 194TH ST QI S 196TH ST S 196TH f 7600 �l s 198111 ST S Z1)9878 S7 Nl-1 m 51 :f SW 1S SW231 < 43RD S 18TTH ST! 1 _S 190FH ST I ST Reproduced with permission granted by THOMAS BROS. MAPS. This map is copyrighted by THOMAS BROS. MAPS. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. 3 tz Geo �r Engineers VICINITY MAP FIGURE 1 Proposed Parking k Railroad Easement Property Line at co FIGURE 2 96/61/L0 01-8E0-460 J/FISIN Measurement Rod, 1/2-inch- diameter Pipe or Rebar Existing Ground Surface ,i...,J,,. Sand Pad, if Necessary Casing, 2-inch-diameter Pipe (set on plate, not fastened) 7 Coupling Welded to Plate ::' 1////// \\v •\..,/,q// \:\\\:\ //' (Not to Scale) \f(I ,4/ /i j f \,,:\ \' Mtn :\:` •._ // fine 1 Settlement Plate, 16" x 16" x 1/4" NOTES: 1. Install settlement plates on firm ground or on sand pads if needed for stability. Take initial reading on top of rod and at adjacent ground level prior to placement of any fill. 2. For ease in handling, rod and casing are usually installed in 5-foot sections. As fill progresses, couplings are used to install additional lengths. Continuity is maintained by reading the top of the measurement rod, then immediately adding the new section and reading the top of the added rod. Both readings are recorded. 3. Record the elevation of the top of the measurement rod at the recommended time intervals. Record the elevation of the adjacent fill surface every time a measurement is taken. 4. Record the elevation of the top of the measurement rod to the nearest 0.01 foot, or 0.005 foot if possible. Record the fill elevation to the nearest 0.1 foot. 5. The elevations should be referenced to a temporary benchmark located on stable ground at least 100 feet from the area being filled. ;p. GeoEngineers SETTLEMENT PLATE DETAIL FIGURE 3 APPENDIX A CD n n 0975.038-1 TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 10- 15— MD 7 25 — 30- 35 — 40— 63 60 48 42 29 2 P P 1 8 0 3 8 6 7 5 26 • SM SP BORING B-1 DESCRIPTION Surface Elevation (ft.): 24.5 Brown silty fine to medium sand with occasional fine gravel and organic matter (medium dense, 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) SM 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) ML/PT 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) •J Note: See Figure A-2 for explanation of symbols 0 —5 —10 —15 — 20 — 25 — 30 — 35 40 Geo O Engineers LOG OF BORING FIGURE A-3 GEI 85-85 Rev. 05/93 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More Than 50% Retained on No. 200 Sieve GRAVEL More Than 50% of Coarse Fraction Retained on No. 4 Sieve CLEAN GRAVEL GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY -GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND More Than 50% of Coarse Fraction Passes No. 4 Sieve CLEAN SAND SW WELL -GRADED SAND, FINE TO COARSE SAND SP POORLY -GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE GRAINED SOILS More Than 50% Passes No. 200 Sieve SILT AND CLAY Liquid Limit Less Than 50 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY Liquid Limit 50 or More INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT 4 CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry - Absence of moisture, dusty, dry to the touch in general accordance with ASTM D2488-90. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487-90. Wet - Visible free water or saturated, usually soil is obtained from below water table 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and/or test data, in Geo Na' Engineers SOIL CLASSIFICATION SYSTEM FIGURE A-i APPENDIX A FIELD EXPLORATIONS AND LABORATORY TESTING FIELD EXPLORATIONS The subsurface conditions at the planned PriceCostco warehouse facility were explored by drilling four test borings to depths of 15 feet and 51.5 feet. Three 15-foot-deep borings were drilled in the proposed parking area. The 51.5-foot-deep boring was drilled within the proposed building footprint. The test borings were drilled on June 21, 1996 using truck -mounted, hollow - stem auger drilling equipment (B-59 Mobile Drill rig) by Holt Testing, Inc. of Puyallup, Washington. The approximate locations of the explorations are shown on the Site Plan, Figure 2. Our exploration locations were measured by taping from existing site features. Relatively undisturbed samples were obtained from the borings using a 1.5-inch inside - diameter split -barrel sampler driven into the soil with a 140-pound hammer free -falling 30 inches. The number of blows required to drive the sampler the last 12 inches, or other indicated distance, is recorded on the boring logs. Additionally, two Shelby tube samples were obtained in the test borings in general accordance with ASTM D1587. The Shelby tube samples were obtained by smoothly advancing a 3-inch-diameter seamless steel tube into the soil. The borings and test pit explorations were continuously monitored by a geotechnical engineer from our firm who examined and classified the soils encountered, obtained representative soil samples, and observed ground water conditions. Soils were classified in general accordance with the classification system described in Figure A-1. A key to the boring log symbols is presented in Figure A-2. The logs of the borings are presented in Figures A 3 through A-6. The Logs are based on our interpretation of the field and laboratory data and indicate the various types of soils encountered. They also indicate the depths at which these soils or their characteristics change, although the change might actually be gradual. If the change occurred between samples in the borings, the depth of the change was interpreted. LABORATORY TESTING All soil samples were brought to our laboratory for further examination. Selected samples were tested to determine their moisture content and dry density. The results of the moisture content and dry density tests performed on samples obtained from the test borings are presented on the boring logs. G e o E n g i nee r s A - 1 File No. 0975-038-10-1130/071896 GEI 85-85 Rev. 05/93 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More Than 50% Retained on No. 200 Sieve GRAVEL More Than 50% of Coarse Fraction Retained or, No. 4 Sieve CLEAN GRAVEL GW WELL -GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY -GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL -I SAND More Than 50% of Coarse Fraction Passes No. 4 Sieve CLEAN SAND '""— SW WELL -GRADED SAND, FINE TO COARSE SAND , SP --- POORLY -GRADED SANG SAND WITH FINES SM sILTV SAND SC CLAYEY SAND FINE GRAINED SOILS More Than 50% Passes No. 200 Sieve SILT AND CLAY Liquid Limit Less Than 50 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY Liquid Limit 50 or More INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry - Absence of moisture, dusty, dry to the touch in general accordance with ASTM D2488-90. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487-90. Wet - Visible free water or saturated, usually soil is obtained from below water table 3. Descriptionsof soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and/or test data. 4 Geo oO Engineers SOIL CLASSIFICATION SYSTEM FIGURE A 1 GEI86-88 Rev. 2/94 LABORATORY TESTS: AL CP CS DS GS %F HA SK SM MD SP TX UC CA 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 BLOW COUNT/SAMPLE DATA: Blows required to drive a 2.4-inch 1.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. NOTES: SOIL GRAPH: SM Soil Group Symbol (See Note 2) Distinct Contact Between Soil Strata Gradual or Approximate Location of Change Between Soil Strata 2 Water Level Bottom of Boring 22 ■ Location of relatively undisturbed sample 12 ® Location of disturbed sample 17 ❑ Location of sampling attempt with no recovery 10 0 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. Geoff Engineers KEY TO BORING LOG SYMBOLS FIGURE A-2 n 0 vi 0 TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pet) Count Samples Symbol 0-- 5- 10- 15- 1— uJ uJ LL z n- p 20- 25 — 30- 35- 40— MD 63 60 48 11 64 0 42 1 29 2 Q SM SP BORING B-1 DESCRIPTION Surface Elevation (ft.): 24.5 Brown silty fine to medium sand with occasional fine gravel and organic matter (medium dense, 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) SM Gray silty tine to medium sand (medium dense, wet) Grades to loose •-0 — 5 — 10 ML Gray silt with occasional fine sand and organic matter (very soft, wet) — 15 P� OH .n.n.v. P _w 8 0. ML/PT 3 8 0 6 Q 7 d 5 0 26 ML Gray fine sandy organic silt (very soft, moist) Interbedded gray fine sandy silt and brown peat (medium stiff, moist) 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) .. J Note: See Figure A-2 for explanation of symbols — 20 —25 —30 —35 — 40 Geo t�En ineers LOG OF BORING FIGURE A-3 0975-038.10 40 — 45 — 50- 55— 65 — 70 — 75 — 80 — TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) . (pc0 Count Samples Symbol 33 0 52 0 59 0 59 (1 46 II BORING B-1 (Continued) DESCRIPTION Grades to dense SP Black fine to medium sand with occasional silt lenses approximately 1/2 inch thick (dense, wet) Note: See Figure A-2 for explanation of symbols Boring completed at 51.5 feet on 06/21/96 Ground water encountered at approximately 10.4 feet during drilling Geo j01 Engineers LOG OF BORING FIGURE A-3 cejn 7/17/98 0975-038-10 DEPTH IN FEET TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pcf) Count Samples Symbol 0 MD 9 110 5- 101 i J MD 42 79 15- 20 — 25 — 30- 35 — 40 — 14 � 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) 10 ■ i ( ML Gray fine sandy silt with organic matter (stiff, moist) (fill) 2 3 Note: See Figure A-2 for explanation of symbols Grades to soft, wet Boring completed at 15.0 feet on 06/21/96 Ground water encountered at approximately 10.8 feet during drilling 0 —5 r 10 L —15 — 20 — 25 — 30 — 35 — 40 Geo,pi: Engineers LOG OF BORING FIGURE A-4 0975-038-10 DEPTH IN FEET 0- 5- 10—+ 15-1 H 20—+ 25 — 30 — 35 — 40 — TEST DATA BORING B-3 Moisture Dry Content Density Blow Group Lab Tests (%) (pct) Count Samples Symbol DESCRIPTION Surface Elevation (ft.): 22.0 MD 17 I00 17 5 1 • SP-SM Brown fine to medium sand with silt and organic matter (roots) (medium dense, moist) (fill) ML Gray sandy silt with occasional fine gravel (stiff, 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'?) Note: See Figure A-2 for explanation of symbols Boring completed at 15.0 feet on.06/21/96 Ground water encountered at approximately 12.0 feet during drilling Geo Engineers LOG OF BORING FIGURE A-5 0975-038-10 TEST DATA Moisture Dry Content Density Blow Group Lab Tests (%) (pet) Count Samples Symbol 0 5- 10— MD 28 90 15— 22 19 0 3 BORING B-4 DESCRIPTION Surface Elevation (ft.): 24.0 SP-SM Brown fine sand with silt and fine gravel (loose, dry) (fill) '-0 SP-SM Grayish brown fine to medium sand with occasional fine gravel and silt (medium dense, moist) (fill) —5 ML Gray fine sandy silt with occasional gravel (very stiff, moist) !fill?) —10 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 —15 — 20 25 — — 25 30— —30 35— —35 40— 40 Note: See Figure A-2 for explanation of symbols Geo j Engineers LOG OF BORING FIGURE A-6 Phase I Envircinmental Site Assessment Proposed Costco Building Site Tukwila, Washington July 23, 1996 For PriceCostco, Inc. Geoengineers File No.0975=038-10-11501072396 GeoEngineers July 23, 1996 PriceCostco, Inc. 999 Lake Drive Issaquah, Washington 98027 Attention: Mr. Jack S. Frank Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska GeoEngineers is pleased to submit two copies of our "Phase I Environmental Site Assessment, Proposed Costco Building Site, Tukwila, Washington." Our work was completed in general accordance with the scope of services presented in our proposal, dated June 18., 1996. Our services also were performed in general accordance with the standards for Phase I environmental site assessments outlined in ASTM (American Society for Testing and Materials) E 1527-94. We appreciate the opportunity to work with you on this project. Please contact us if you have questions regarding this report. Yours very truly, GeoEngineers, Inc. j 7, T� Kenneth G. Buss, P.E. Associate TMK:KRF:KGB:wd Document ID: 0975038.ESA File No. 0975-038-10 GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond. WA 98052 Telephone (206) 861-6000 Fax (206) 861-6050 Primed an recycled paper CONTENTS Page No. 1.0 INTRODUCTION 1 2.0 SCOPE OF SERVICES 1 3.0 PREVIOUS STUDIES 2 4.0 SITE DESCRIPTION 3 4.1 PITS, PONDS OR LAGOONS 3 4.2 STAINED SOIL AND PAVEMENT 3 4.3 STRESSED VEGETATION 3 4.4 SITE DRAINAGE 3 4.5 BUILDINGS AND STRUCTURES 3 4.6 INDICATIONS OF PCBS, TRANSFORMERS AND UTILITIES 3 4.7 CHEMICALS AND HAZARDOUS SUBSTANCES 4 4.8 REFUSE AND DEBRIS 4 4.9 WATER WELLS, SUMPS AND DRAINS 4 4.10 AREAS OF STANDING WATER OR OTHER LIQUIDS 4 4.11 USTS, ASTS AND DRUMS 4 4.12 POTABLE WATER AND SEWAGE SYSTEM 4 4.13 OTHER CONDITIONS OF CONCERN 4 5.0 SURROUNDING PROPERTIES 4 6.0 SITE SOILS AND GROUND WATER 5 7.0 REGULATORY RECORDS REVIEW 5 7.1 EPA NPL 6 7.2 EPA CERCLIS LIST 6 7.3 EPA RCRA TSD FACILITIES LIST 6 7.4 EPA RCRA NOTIFIERS LIST 6 7.5 EPA ERNS DATABASE 7 7.6 ECOLOGY C&SCS LIST 7 7.7 ECOLOGY REGISTERED UST FACILITIES LIST 9 7.8 ECOLOGY LEAKING UST LIST 9 7.9 ECOLOGY MTCA SITE REGISTER 11 7.10 LANDFILL LISTS 11 8.0 SITE HISTORY AND BACKGROUND 11 8.1 AERIAL PHOTOGRAPHS 12 8.2 CITY BUSINESS DIRECTORIES 12 8.3 HISTORICAL MAPS 13 8.4 INTERVIEWS 13 8.5 ENVIRONMENTAL LIENS 14 9.0 CONCLUSIONS 14 10.0 LIMITATIONS 15 FIGURES Figure No. Vicinity Map 1 Site and Adjacent Properties - May 1996 2 May 1996 Site Photographs 3A...3C EPA and Ecology Listed Sites 4 G e o E n g i n e e r s t File No. 0975-038-10-1150/072396 PHASE I ENVIRONMENTAL SITE ASSESSMENT PROPOSED COSTCO BUILDING SITE TUKWILA, WASHINGTON FOR PRICECOSTCO, INC. 1.0 INTRODUCTION This report summarizes the results of our Phase I ESA (environmental site assessment) of the Proposed Costco Building Site, located south of Saxon Drive and east of Andover Park East in Tukwila, Washington. The subject property, referred to herein as the site, is an undeveloped grassy field. The site is shown relative to surrounding physical features in Figure 1. The site layout and surrounding properties are shown in Figure 2. The site currently is owned by Home Depot. We understand that Costco is considering a purchase of the property. We further understand that this ESA will be used to evaluate the potential for environmental liabilities associated with existing conditions and ownership of the property. GeoEngineers also is providing geotechnical engineering services pertaining to the property. The results of our geotechnical study will be summarized in a separate report. 2.0 SCOPE OF SERVICES The purpose of this ESA is to evaluate the presence or potential presence of recognized environmental conditions at the site as a result of current or past activities on the site or in the site vicinity. Our scope of services is in general accordance with the Phase I ESA scope identified in ASTM (American Society for Testing and Materials) E 1527-94, the standard practice for Phase I ESAs. Our specific scope of services conducted for this ESA is described below. 1. Review existing geotechnical and environmental reports pertaining to the site vicinity. 2. Review current USGS (United States Geological Survey) topographic map(s) to identify the physical setting of the property. 3. Review current federal, state and local environmental databases for listings of known or suspected environmental problems at the subject site or nearby properties. The specific databases and minimum search distances reviewed are as follows: EPA (U.S. Environmental Protection Agency) Databases Minimum Search Distance NPL (National Priorities List) 1 mile CERCLIS (Comprehensive Environmental Response, Compensation and Liability Information System) List 0.5 mile RCRA (Resource Conservation and Recovery Act) TSD (treatment, storage and disposal) Facilities List 1 mile RCRA Notifiers List of Generators and Transporters Site and Adjoining Properties ERNS (Emergency Response Notification System) List Site GeoEngineers 1; File No. 0975-038-10-1150/072396 Ecology (Washington State Department of Ecology) And Local Health Department Lists Confirmed and Suspected Contaminated Sites List Registered UST (underground storage tank) List Leaking UST List MTCA (Model Toxics Control Act) Site Register Landfill Register Minimum Search Distance 1 mile Site and Adjoining Properties 0.5 mile 0.5 mile 0.5 mile 4. Review regulatory agency files regarding listed facilities identified as having a potential for impacting the subject site, if any. 5. Review historical aerial photographs, city business directories, Sanborn Fire Insurance maps, Kroll maps, and Metsker maps, as available and appropriate, to evaluate development history on and adjacent to the site relative to the possible use, generation, storage, release, or disposal of hazardous substances. 6. Interview current and past property owners or others familiar with past and present uses of the site and its vicinity. 7. Identify the source(s) of potable water for the site, and the type and age of the sewage disposal system(s) used at the site, if any. 8. Conduct a visual reconnaissance of the site and adjacent properties. Specific contamination evaluation procedures, such as soil or ground water sampling and chemical analysis, were not included in this scope of services. If requested, we can provide additional information regarding these services. 3.0 PREVIOUS STUDIES We reviewed a Phase I ESA report dated September 1991 conducted for The Home Depot property located adjacent and south of the subject site. The report, prepared by Hart-Crowser, indicated that a 12,000-gallon UST was installed in the northeast corner of the adjacent property (current location of a Home Depot structure) immediately south of the site in 1968. The UST originally stored diesel fuel. The UST was used later in the 1970s to store gasoline. According to the report the UST was removed in 1988. One soil sample was obtained from beneath the UST and analyzed for TPH (total petroleum hydrocarbons). TPH concentrations of regulatory significance were not detected in the soil sample. No reports were prepared to describe removal activities; however, a permit from the Tukwila Fire Department was obtained to remove the UST. The UST was approximately 23 years old at the time of removal. According to the report, no odors or visual indicators of petroleum impacted soils were noted during the UST removal. The Hart-Crowser report identified several other potential contamination sources on the Home Depot building property including the use and/or storage of waste oils, clean oils, parts cleaner solvent, inks, paints, pesticides and thinners. The report indicates that these materials were Located and stored in a manner that limited the risk of significant subsurface contamination occurring from them. G e o E n g i n e e r s 2 File No. 0975-038-10-1150/072396 We also reviewed an environmental assessment report dated November 23, 1992, conducted for The Home Depot property by EA (EA Engineering Science and Technology). EA obtained soil samples from the following areas of potential environmental concern: former UST Location, repair garage, oil storage shed, and railroad spur. EA reported that the results of the study indicated that chemicals of regulatory concern are not present in the sampled locations. 4.0 SITE DESCRIPTION The site occupies approximately 5 acres in the northeast quarter of Section 35, Township 23 N, Range 4 E, Willamette Meridian. The site elevation is approximately 25 feet above mean sea level. The site surface generally is flat with the exception of a depression along the northern portion of the site. The layout of the site and surrounding properties is shown in Figure 2. Site photographs are shown in Figures 3A, 3B and 3C. A representative of GeoEngineers performed a visual site reconnaissance on June 28, 1996. Our representative walked the site to perform the site reconnaissance. Adjacent properties were observed from the site and from public right-of-way. The site currently is undeveloped. We did not observe any evidence of the use, storage, generation, disposal or release of hazardous substances on the site during our reconnaissance with the exception of broken fertilizer bags described in section 4.7. Additional details regarding our site reconnaissance is provided below. 4.1 PITS, PONDS OR LAGOONS No pits, ponds or lagoons were observed on the subject property. 4.2 STAINED SOIL AND PAVEMENT No areas of stained soil were observed on the subject property. 4.3 STRESSED VEGETATION No stressed vegetation, believed to be related to hazardous substances, was observed on the subject property. 4.4 SITE DRAINAGE Stormwater runoff, when present, likely flows east toward the Green River. One catch basin was observed on the west side of Christianson Road in the eastern portion of the site. 4.5 BUILDINGS AND STRUCTURES There were no buildings or structures observed on site. 4.6 INDICATIONS OF PCBS, TRANSFORMERS AND UTILITIES No transformers or other equipment associated with PCBs were observed on site. G e o Engine e r s 3 File No. 0975-038-10-I150/072396 4.7 CHEMICALS AND HAZARDOUS SUBSTANCES No chemicals or hazardous substances were noted on the subject site with the exception of several broken bags of "palm" fertilizer that were observed along Christianson Road in the eastern portion of the property. The fertilizer appeared to have spilled into the adjacent catch basin as shown in the photograph in Figure 3B. 4.8 REFUSE AND DEBRIS Other refuse and debris was observed on the site including drywall board, plastic bottles, concrete fragments, plywood, wooden skids, a shopping cart, metal poles, fence panels, and styrofoam. The approximate locations of significant debris piles are shown in Figure 2. 4.9 WATER WELLS, SUMPS AND DRAINS We did not observe evidence of water wells, sumps or drains on the subject site. 4.10 AREAS OF STANDING WATER OR OTHER LIQUIDS Standing water was observed in the southwestern portion of the site. Mud cracks also were observed on the remaining portions of the property indicating recent other accumulations of standing water. 4.11 USTS, ASTS AND DRUMS No evidence of USTs, ASTs (aboveground storage tanks) or buried drums was observed on the site. 4.12 POTABLE WATER AND SEWAGE SYSTEM The site does not have a sewage system or potable water supply at this time. 4.13 OTHER CONDITIONS OF CONCERN We did not observe other environmental conditions of concern related to the subject property. 5.0 SURROUNDING PROPERTIES The site is bordered by an undeveloped parcel, an old railroad grade and warehouse (Williams Industrial Supply) to the west; PriceCostco, Inc to the north; the Green River and Christianson Trail to the east; and The Home Depot to the south. We did not observe any evidence of the use, storage, generation, disposal or release of hazardous substances on immediately adjacent properties during our site reconnaissance with the exception of one full 55-gallon drum labelled "ZEP", an empty 30-gallon drum and a 3/4-full 5-gallon can of kerosene G e o E n g i n e e r s 4 File No. 0975-038-10-1150/072396 observed at the warehouse property, located approximately 50 feet west of the subject site. These containers were located under steps at the northeast corner of the structure. We did not observe evidence of leaks or spills around these containers. 6.0 SITE SOILS AND GROUND WATER Our knowledge of the near -surface soil and ground water conditions on the site is based on the results of our concurrent geotechnical study which included the completion of four exploratory borings. The results of exploratory borings (B-1 through B-4) indicate that site soils consist of fill material composed of fine to medium sand with occasional gravel underlain by native interbedded sands and silts with organics to a depth of 38 feet below the ground surface. A peat layer was encountered at approximately 23 feet. Poorly graded sands were encountered beneath the interbedded silt to the total depth explored. Ground water was encountered at a depth of approximately 10 feet beneath the surface in the borings. B-1 was completed to a depth of approximately 50 feet beneath the ground surface. B-2, B-3 and B-4 were completed to a depth of approximately 15 feet beneath the ground surface using hollow -stem auger drilling equipment owned and operated by Holt Drilling, Inc. A detailed description of field methods, soil conditions and characteristics beneath the site will be presented in our geotechnical report. The approximate boring locations are shown in Figure 2. We did not observe physical evidence (soil staining, water sheens or incidental odors) of subsurface contamination by hazardous substances in the explorations completed for our geotechnical study. 7.0 REGULATORY RECORDS REVIEW A review of pertinent regulatory records was conducted according to ASTM E 1527-94 for those facilities that currently or previously have occupied properties in proximity to the subject site. The approximate listed site locations are shown in Figure 4. The records reviewed included: • EPA NPL • EPA CERCLIS List • EPA RCRA TSD Facilities List • EPA RCRA Notifiers List -Transporters and/or Generators • EPA ERNS Database • Ecology C&SCS (Confirmed and Suspected Contaminated Sites) List • Ecology Registered UST Facilities List • Ecology Leaking UST Sites List • Ecology MTCA Site Register • Solid Waste Sites of Record (Various Information Sources) G e o E n g i n e e r s 5 Fife No. 0975-038-10-1150/072396 Those listed facilities located within specified distances from the subject site were evaluated for potential impact to the subject site. We did not identify any listed facilities within the search distances that, based on our experience, represented a significant environmental risk to the subject site, with the exception of three sites: Nordstrom Distribution Center (upgradient from site) and Shasta Beverage Inc. (upgradient from site). We did review the regulatory files for the above listed facilities. A summary of the regulatory list content and our file review is presented in the following sections. 7.1 EPA NPL The EPA NPL includes sites that officially are designated as priority cleanup sites. A review of the NPL, dated October 2, 1995, revealed that neither the subject site nor facilities located within 1 mile of the subject site are identified on this database. 7.2 EPA CERCLIS LIST The EPA CERCLIS List includes sites where hazardous substances are known or suspected to have been released and where assessment and remediation under EPA's CERCLA (Comprehensive Environmental Response, Compensation and Liability Act) program may be in progress. A review of the EPA CERCLIS List, dated March 25, 1996, revealed that neither the subject site nor facilities located within 1/2 mile of the subject site are identified on this database. 7.3 EPA RCRA TSD FACILITIES LIST The EPA's RCRA TSD Facilities database is a listing of those businesses that are permitted as treatment, storage or disposal facilities of hazardous waste. A facility name appearing on this list does not imply that an uncontrolled release or spill of hazardous waste into the subsurface has occurred at the facility. A review of the database, dated February 29, 1996, revealed that neither the subject site nor facilities located within 1 mile of the subject site are listed on this database. 7.4 EPA RCRA NOTIFIERS LIST The EPA RCRA Notifiers List identifies facilities that are classified by the EPA as hazardous waste generators, transporters or handlers. A facility name appearing on this list does not imply that a release or spill of hazardous waste into the subsurface has occurred at the facility. A review of the EPA RCRA Notifiers List, dated February 29, 1996, revealed that the subject site is not identified on this database. However, one facility located adjacent to the site is listed on this database. G e o Engine e r s 6 File No. 0975-038-10-1150/072396 ID No. Business Address Status 15 Costco Central Printshop 1160 Saxon Drive Small quantity generator 16 Hovair Systems 1210 Andover Park Small quantity generator There are no indications in the records that hazardous substances have been released into the environment at these locations. 7.5 EPA ERNS DATABASE The EPA ERNS database contains a listing of releases of oil and hazardous substances reported to various federal agencies between October 1986 and February 1996. A review of the I database, dated February 16, 1996, revealed that the subject site is not identified on this database. 7.6 ECOLOGY C&SCS LIST The Ecology C&SCS List catalogs sites where confirmed releases of hazardous substances have occurred and also includes sites for which Ecology has received only unconfirmed information indicating that a release of a hazardous substance might have occurred. A review of the Ecology C&SCS database dated November 13, 1995 revealed that the subject site and adjacent properties are not listed on the database; however, nine facilities within 1 mile of the subject site are identified on this database. The approximate listed site locations are shown in Figure 4. These facilities are described below. G e o E n g i n e e r s 7 File No. 0975-038-10-1150/072396 • ID No. Business Address Status 1 American Can Co. 400 Baker Blvd. 1 mile north of the site Drinking water = suspected 2 CAM Properties 18250 68th Ave. S. 1/2 mile south of the site Soil = confirmed ground water = suspected 3 Chemcertral Solvents Co_ 7601 S. 190th St. 1 mile south of the site Ground water = confirmed Soil = confirmed Surface water = suspected 4 GACO Western, Inc. 18700 Southcenter Pkwy 1 mile southwest of the site Ground water = confirmed Soil = confirmed Air = suspected Sediment = suspected 5 Motor Oil Supply 18815 72nd Ave. S. 3/4 mile south of the site . Soil = confirmed Sediment = suspected Surface water = suspected 6 NC Machinery 17025 West Valley Hwy. 1/2 mile north of the site Soil = suspected 7 Sternoff Metals Corp 7600 SW 43rd St. 1/2 mile east of the site Ground water = confirmed Soil = confirmed Air = suspected Surface water = suspected 8 US Printing Inc. 17300 West Valley Hwy. 1/2 mile northeast of the site Soil = confirmed Surface water = confirmed Ground water = suspected Sediment = suspected 9 United Construction Supply 18298 Andover Park W. 1/2 mile southwest of the site Surface water = suspected The nine listed facilities are located 1/2 mile or more from the subject site in an inferred downgradient or crossgradient location in relation to the site. Based on these factors, it is our opinion that the listed facilities are not likely to have impacted the subject site. Therefore, we did not review agency files for the listed facilities. G e o E n g i n e e r s 8 File No. 0975-038-10-1150/072396 • 7.7 ECOLOGY REGISTERED UST FACILITIES LIST The Ecology Registered UST Facilities List tracks permitted, active and decommissioned USTs. A review of the Ecology UST Facilities List, dated April 18, 1996, revealed that the subject site and adjacent properties are not listed as registered UST facilities. 7.8 ECOLOGY LEAKING UST LIST The Ecology Leaking UST (LUST) Sites List identifies sites where subsurface releases from USTs and related underground systems have occurred. A review of the Ecology LUST List, dated February 2, 1996 revealed that the subject site and adjacent properties are not listed on this database; however, six facilities located within 1/2 mile of the subject site are identified on this database. The approximate listed site locations are shown in Figure 4. These facilities are described below. 1D No. Business Address Status 10 Unocal Station #6232 18060 West Valley Hwy. 1/4 mile southeast of the site Soil and ground water affected, cleanup started 2 CAM Properties 18250 68th Ave. S. 1/2 mile southeast of the site Soil = confirmed ground water = suspected 11 G. Raden & Sons 18289 Olympic Ave. S. 1/4 mile south of the site Ground water affected, cleanup started 12 Nordstrom Distribution Ctr. 1201 Andover Park E. 1/4 mile west of the site Soil affected, reported cleanup 13 Shasta Beverages 1227 Andover Park E. 1/4 mile west of the site Soil affected, reported cleanup 14 Ryder Truck Rental 17850 West Valley Hwy. 1/4 mile southeast of the site Soil affected, monitoring Four of the six listed facilities are located in an inferred down gradient or cross gradient location in relation to the subject site, or are located across the Green River from the subject site. Based on these factors, it is our opinion that these listed facilities are not likely to have impacted the subject site. Therefore, we did not review agency files for these four listed facilities. We did review Ecology files for the Nordstrom Distribution Ctr. and Shasta Beverage facilities because these sites are located within 1/4 mile upgradient from the site. G e o E n 5 i n e e r s 9 File No. 0975-038-10-1150/072396 The Nordstrom Distribution Center file contained several NDWA ("Notification of Dangerous Waste Activities") documents dated from March 31, 1983 through July 13, 1993. These documents were for generation and proper disposal of aqueous acid solution -mercury, water/oil/sludge, aqueous alkaline solution, mercury and zinc and halogenated organic compounds, and other chemical use such as sludge thinner, RQ Waste (flammable liquid), and lacquers. A warning letter dated April 4, 1986 was presented to Nordstrom Distribution Center by Ecology for the release of hydraulic oil into the storm sewer. Ecology did not enforce a cleanup but submitted a warning to the facility. Ecology also recommended evaluation of discharge potentials and to install drip pans to control releases. In addition, a 10,000-gallon diesel UST was removed in 1994. The tankwas logged as in good condition and passed the tightness test. Soil was removed from around the UST until TPH concentrations at the limits of the excavation were documented to be less than MTCA Method A cleanup levels. Ground water was not encountered in the excavation. However, borings were completed to verify clean ground water and soil in the vicinity of the tank. A "UST Closure Report, Nordstrom Distribution Center, 1201 Andover Parkway East, Tukwila, Washington" dated January 1995 was completed by AGRA Earth Consultants. Ground water flow direction for the facility was reported to be toward the northwest. Results of a referenced Phase I ESA report dated October 24, 1994 indicated that there was no indication of any other potential sources of contamination at the Nordstrom facility. The Ecology file for Shasta Beverage, Inc. includes an Industrial Waste Discharge Permit issued in 1976 for use of maltic acid, citric acid, sodium benzoate, sodium citrate, type 50 inverted sugar, corn syrup concentrates, B.P.A. powder. The permit information identified that the raw chemicals are dry, granulated and stored in bags in their warehouse. Sugars are stored in tanks. No hazardous materials are used or generated in the process. According to the file, the facility also possesses a Metro industrial Effluent Neutralization System where pH can be measured before liquid can be discharged into the sanitary sewer. The file included an anonymous environmental complaint in July 1989 for a release of oil/petroleum into the soil. Apparently someone believed that there is a LUST in the front of the building. The owners indicate that the tank is not in use and was pumped and filled with water. The file information indicates that there were elevated concentrations of xylenes beneath the site. The file was unclear as to from what medium the xylene samples were obtained and whether or not the UST was removed. Based on our experience in the area and the information in the Ecology file, it is our opinion that the contaminants from this facility ware not likely to have migrated as far as the subject site. G e o E n g i nee r s 10 File No. 0975-038-10-1150/072396 7.9 ECOLOGY MTCA SITE REGISTER The Ecology MTCA Site Register, published twice monthly, identifies sites for which Ecology has recently received reports of known or suspected contamination. The Site Register usually includes sites that also are listed on Ecology's leaking UST lists or C&SCS List. A review of the Site Registers from October 10, 1995 through June 4, 1996 revealed that the subject site and adjacent properties are not listed on this database; however, three facilities located within 1 mile of the subject site are identified on this listing. ID No. Business Address 7 Sternoff Metals Corporation 7600 SW 43rd St. 1/2 mile west of the site 3 Chemcentral/Seattle Facility 7601 S 190th St. 1 mile southeast of the site 1 American Can Company 400 Baker Blvd. 1 mile north of the site Based on the relative distance between the listed facilities and the subject site and their crossgradient or downgradient positions relative to the site, it is our opinion that activities at these facilities are not likely to have impacted the subject site. Therefore, we did not review agency files for the listed facilities. 7.10 LANDFILL LISTS "The Northwest Environmental Compliance Report Quick Reference Guide" (April 1993), "Landfills in Washington" (source unknown, April 1996) and "Area Landfills" (Associated General Contractors of Washington Water Quality Manual, 1990) were reviewed to evaluate the potential presence of landfills in the site vicinity. These references did not identify any current or abandoned landfills within 1/2 mile of the subject site. 8.0 SITE HISTORY AND BACKGROUND Our understanding of the history of the subject site is based on a review of historical aerial photographs, city business directories, historical maps and interviews with individuals familiar with the subject site. Site use history is described below. G e o E n g i n e c r s 11 File No. 0975-038-10-1150/072396 • 8.1 AERIAL PHOTOGRAPHS Aerial photographs with the following dates were reviewed: 1936, 1946, 1960, 1969, 1974, 1980, 1985, 1990 and 1995. The scale of the photographs we reviewed allowed for the interpretation of general site area development/configuration, such as identifying most structures, roadways and clearings. However, the scale of the photographs did not allow for identification of specific site features, such as fuel pumps, wells or chemical storage areas on the site, if any. The site is undeveloped and appears to be actively farmed on the 1936 through the 1960 photographs we reviewed. It appears that construction material and parked vehicles are located on the site in the 1969 photograph. However no structures are apparent on the site in this photograph. The site remains undeveloped on the 1974 through the 1995 photographs we reviewed. However, several rectangular objects, possibly trailers, were observed in the northwest portion of the site in the 1990 photograph. A road extends along the extreme eastern portion of the site ina north -south direction on the 1990 and 1995 photographs we reviewed. The surrounding adjacent properties appear undeveloped on the 1936 through 1960 photographs with the exception of a farm located on the southern adjacent property on the 1960 photograph. It appears that a structure is under construction on the northern adjacent property on the 1969 photograph. Additionally, a railroad and warehouse are apparent on the western adjacent property; a large structure is apparent south of the site on the 1969 photograph. The railroad is not apparent on any of the other photographs we reviewed. All adjacent properties in the vicinity of the site appear similar to their current structural arrangement on the 1974 through 1995 photographs we reviewed with two exceptions. A different larger and longer structure is located on the southern adjacent property and a square small structure is located on the vacant lot west of the site on the 1990 photograph. We did not identify any evidence of significant historical industrial use of the site or immediately adjacent properties in aerial photographs we reviewed. 8.2 CITY BUSINESS DIRECTORIES We reviewed Polk directories dated 1967, 1971-72, 1977, 1982 and 1987. In addition, we reviewed a Cole directory dated 1993-94. The subject site is not listed in these directories; it does not have a street address. The directories we reviewed included listings for industrial distributor facilities occupying properties adjacent to the site. The directories also included listings for a Tukwila Printing & Graphics facility located adjacent to the west of the site in 1987. No other industrial or commercial use of the site or its vicinity was identified in the directories we reviewed. G e o E n g i n e e r s 12 File No. 0975-038-10-1150/072396 &e, 8.3 HISTORICAL MAPS We reviewed Kroll, Metsker and Sanborn Fire Insurance maps for coverage of the site and vicinity. Available Metsker and Sanborn Fire Insurance maps do not cover the site area. There were indications of industrial development on immediately adjacent properties on the Kroll maps (1972 and 1987) we reviewed. The structures identified on these maps appear to be the • distributors currently operating in the site vicinity. 8.4 INTERVIEWS GeoEngineers personnel conducted interviews with the following individuals for information regarding past and present uses of the site and its vicinity: • Mr. Carston Thompson, King County Health Department, Solid Waste Division, interviewed on July 2, 1996. • Mr. Al Metzler, Tukwila Fire Department, interviewed on July 2, 1996. • Mr. Pat Brodin, Tukwila Public Works, July 2, 1996. • Mr. Ray Oneida, Union Pacific Railroad, interviewed on July 3, 1996. • Mr. Mark Beers, Construction Engineer for the Home Depot, interviewed on July 16, 1996. Mr. Thompson indicated that the Health Department did not have information in their files for the site regarding hazardous material release incidents or calls. Mr. Metzler indicated that the fire department does not keep records of hazardous material response related incidents in their files. Mr. Brodin indicated that city sewer and potable water are not connected to the site at this time. However, a sewer line extends east -west on Saxon Drive and a manhole is located near the old railroad grade and Saxon Drive for access. The waste liquid flows west to Andover Park East and then north to Strander Boulevard. The waste flows to the Renton Treatment Plant located north of 1-405. Once the waste is treated it is discharged into the Puget Sound according to Mr. Brodin. Additionally, potable water available to the site originates from surface water from Chester Morris Lake and Lake Youngs (Kent). The water from the lakes is pumped through the Cedar River Pipeline to its intended destination, including Tukwila. Mr. Oneida indicated that the rail line located west of the site is probably private. Mr. Oneida indicated that Union Pacific does not use these tracks for any purpose. Mr. Beers indicated that the subject site has been owned by Home Depot for three years. The Home Depot acquired the property from the bankruptcy court of Frederick & Nelson. The site has been undeveloped with the exception of the asphalt paved road constructed in the eastern portion of the site in 1995. According to Mr. Beers the road was constructed in hopes to connect up with Christianson Road. Mr. Beers stated that fill was placed on the subject site from other areas of the Home Depot property during construction activities in 1993. He is unaware of any ASTs, USTs, use, generation, storage, release or disposal of hazardous substances on the subject site. Mr. Beers indicated that a partial irrigation system is installed along the southern site GeoEngineers 13 File No. 0975-038-10-1150/072396 property boundary. He stated that when Costco purchases the site, the water system will be disconnected from the Home Depot water source. Mr. Beers indicated that the old railroad grade belonged to Burlington Northern Railroad. Apparently the rails were abandoned in 1994 upon purchase of the site according to Mr. Beers. Mr. Beers has no knowledge of the release of hazardous substances originating from the railroad west of the site. The persons we interviewed indicated that they were unaware of any releases of hazardous substances on the site or immediately adjacent properties. The facilities located west, south and north of the site generally are heated by electricity or gas. There are no known underground heating oil tanks on adjacent properties. 8.5 ENVIRONMENTAL LIENS During the course of our research, there were no indications that environmental liens had been tried against the subject property. 9.0 CONCLUSIONS GeoEngineers has performed an ESA of the proposed Costco building property, located south of Saxon Drive and east of Andover Park West in Tukwila, Washington. The ESA was conducted in general accordance with the scope and limitations of ASTM E 1527-94 and the standard of practice in this area at this time. It is our opinion that the risk of on -site soil and ground water contamination of regulatory significance is low based on the results of our study. Research findings from our ESA study indicated no evidence of recognized environmental conditions in connection with the property. It is our opinion that the fertilizer observed on site does not represent a risk of contamination of regulatory significance; however, we recommend removal of the fertilizer bags, spilled fertilizer and other debris prior to site purchase. Potential off -site sources of contamination were identified during our study and include: • The former UST on the adjacent Home Depot property • Costco Central Print Shop • Tukwila Printing and Graphics • Facilities identified on regulatory lists located within the search distances used for this study. The risk of existing site contamination originating from these potential off -site sources is considered low for the following reasons: • Contamination of regulatory significance was not reported during UST removal activities on the property immediately south of the site. Additionally, ground water contamination from this source, if present, likely would have flowed predominantly east, toward the Green River. • The northern adjacent Costco paint shop is identified as a small quantity generator and there have been no reported hazardous substance releases associated with the facility. Additionally, the subject site is located in an inferred crossgradient position relative to this GeoEngineers 14 File No. 0975-038-10-1150/07396 facility. Contaminants originating from this facility, if present, are not likely to have migrated in the direction of the subject site. • The Tukwila Printing and Graphics Facility is not identified on the regulatory lists at this time. • Nearby facilities with contamination identified on regulatory lists are located either downgradient, crossgradient, or a significant distance (more than 1/4 mile) from the site. Contaminants originating from these facilities, if present, are not likely to have migrated as far as the subject site based on our experience. 10.0 LIMITATIONS This ESA has been prepared for use by Mr. Jack S. Frank of PriceCostco and his authorized agents. This report is not intended for use by others and the information contained herein is not applicable to other sites. If a lending agency or other parties intend to place reliance on the product of our services, we require that those parties indicate in writing their acknowledgement that the scope of services provided and the general conditions under which the services were rendered are understood and accepted by them. This is to provide our firm with reasonable protection against open-end litigation by third parties with whom there would otherwise be no contractual limits to their actions. GeoEngineers makes no warranties or guarantees regarding the accuracy or completeness of information provided or compiled by others. The information presented in this report is based on the above -described research and two recent site visits. GeoEngineers has relied upon information provided by others in our description of historical conditions and in our review of regulatory databases and files. The available data do not provide definitive information with regard to all past uses, operations or incidents at the site or adjacent properties. No ESA can wholly eliminate uncertainty regarding the potential for recognized environmental conditions in connection with a property. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for recognized environmental conditions in connection with a property. There is always a potential that areas with contamination that were not identified during this ESA exist at the site or in the study area. Further evaluation of such potential would require additional research, subsurface exploration, sampling and/or testing. Some substances may be present in the site vicinity in quantities or under conditions that may have led or may lead to contamination of the subject site but are not included in current local, state or federal regulatory definitions of hazardous substances or do not otherwise present current potential liability. GeoEngineers cannot be responsible if the standards of all appropriate inquiry or regulatory definitions of hazardous substances change or if you are required to meet more stringent standards in the future. G e o E n g i n e e r s 15 File No. 0975-038-10-1150/072396 e GeoEngineers has performed this ESA of Proposed Costco Building in Tukwila, Washington in general accordance with the scope and limitations of ASTM E 1527-94. Within the limitations of scope, schedule and budget, our services have been executed in accordance with the generally accepted environmental science practices for ESAs in this area at the time this report was prepared. No warranty or other conditions, express or implied, should be understood. • 0 ► We appreciate the opportunity to be of service to PriceCostco, Inc. Please call if you have questions regarding this report. Yours very truly, GeoEngineers, Inc. Tina M. King Environmental Geologist Mary S. Rutherford, P.E. Associate Kenneth G. Buss, P.E. Associate TMK:KRF:MSR:KGB:wd Document ID: 0975038.ESA Copyright m 1996 by GeoEngineers, Inc., All rights reserved GeoEngineers 16 File No. 0975-038-10-1150/072396 0 975-38-10 07/05/96 Reference: USGS 7.5' topographic quadrangle maps 'Renton. Wash." and Des Moines, Wash.", photorevised 1973. GeoEngineers GERALD A. MELE, PE MARTIN R. INESS ROBERT A. SANDERS BRAD S. EDWARDS GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA. 93720 (559)435-1411 FAX (559)435-1169 CONSULTING ENGINEERS & ARCHITECT Structural Plan Check Respons Costco Gasoline Station 451 Costco Drive Tukwila, Washington Plan Check No. D14-0047 File No. 262014.005/00101 This response pertains to the stru by others. Structural General REVIEWED FOR ?E COMPLIANCE APPROVED APR 08 2014 tBiall�'9flVCfPY Pam# D41-0047 Eci.T67,[ruE L. t MAR 25 2014 zu2.6,440067exmaa REID klIDDLETON, II�IC. only. All other comments will be -answered FILE COPY Permit No. 1. Structural special inspections. Special inspections by qualified special inspectors should be provided. Seq , IBC Sections 1704 and 1705.11. We assume the prefabricated structural steel members will be fabricated by registered and approved fabricators. See IBC Section 1704.2.5 .2. The following is a summary: a. Construction of auger -cast concrete piles: continuous. See also IBC Section 1705.8 and Geotechnical Special Inspection above. The required special inspection has been added to sheet S-1. b. Concrete placement at concrete construction, including auger -cast concrete piles: continuous. See also IBC Section 1705.3 and Structural Test below. The required special Inspection has been added to sheet S-1. c. Reinforcement at concrete construction, including auger -cast concrete piles: periodic. See also IBC Section 1705.3. This inspection is already specified on sheet S-1. d. Installation of steel anchor bolts/rods in concrete: continuous. See also IBC Sections 1705.3 and 1705.11. The required special inspection has been added to sheet S-1. e. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. f. The required special inspection has been added to sheet S-1. f. Adhesive installation of concrete reinforcement, where applicable: continuous. See also IBC Section 1705.1.1. This does not apply to this project. Masonry construction, including mortar, reinforcement, and structural connections: periodic. See also IBC Section 1705.4 and ACI 530-11 Sections 1.6 and 1.19. This inspection is already specified on sheet S-1. h. Grout placement at masonry construction: continuous. See Sections 1.6 and 1.19. This inspection is already specified on sheet S-1. g• b 1'4-0047 �±��~y C1 5RECEIVED also IBC Section 1705.4 and�439 1TUKWILA APR. 0 8 2014 ERMIT CENTER l EXPIRES 412.411 s GMA Job #: 2013.250 Date: 03/1 R/14 1 of 91 i. Masonry construction, including placement of masonry units, mortar, reinforcement, and structural connections: periodic. See also IBC Section 1705 .4 and ACI 530-11 Sections 1.6 and 1.19 and Structural Test below. This inspection is already specified on sheet S-1. j. Fabrication of structural steel other than prefabricated structural steel members, prefabricated steel structure, and prefabricated structural steel moment frames (see below): periodic. See also IBC Section 1704.2.5 and Structural Submittal below. This inspection is already specified on sheet S-1. k. Installation of structural steel, other than prefabricated steel structure and prefabricated structural steel moment frames (see below): periodic. See also IBC Section 1705.2 and AISC 360-10 Section N5. This inspection is already specified on sheet S-1. I. Welding of structural steel members, other than prefabricated steel structure and prefabricated structural steel moment frames (see below), for single -pass fillet welds (maximum 5/16-inch): periodic. See also IBC Sections 1704.2.5 and 1705.2 and AISC 360-10 Section N5. This inspection is already specified on sheet S-1. m. Welding of structural steel members, other than prefabricated steel structure and prefabricated structural steel moment frames (see below), for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. See also IBC Sections 1704.2.5 and 1705.2. The inspection of steel is already specified on sheet S-1. The inspection of full penetration welds has been added. n. Welding of steel threaded rods, where applicable: periodic. See also IBC Section 1705.2 and Structural Submittal below. This inspection does not apply to this project. o. Welding of cold -formed steel roof decks, other than prefabricated steel structure (see below): periodic. See also Item 2.a.i of IBC Table 1705.2.2. This Inspection does not apply to this project. p. Installation of power -driven fasteners at cold -formed steel roof decks: periodic. See also IBC Section 1705.1.1. The required special inspection has been added to sheet S-1. q. Installation and fastening of prefabricated steel structure and prefabricated structural steel moment frames: periodic. See also IBC Sections 1704.2.5 and 1705.2 and Structural Submittal below. This inspection is already specified on sheet S-1. On -site welding of structural steel at prefabricated steel structure and prefabricated structural steel moment frames for single -pass fillet welds (maximum 5/16-inch): periodic. See also IBC Section 1705.2. This inspection is already specified on sheet S-1. r. On -site welding of structural steel at prefabricated steel structure and prefabricated structural steel moment frames for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. See also IBC Section 1705.2. This inspection is already specified on sheet S-1. s. On -site welding of cold -formed steel roof deck at prefabricated steel structure: periodic. See also Item 5.a.6 of IBC Table 1705.2. This Inspection does not apply to this prolect. t. High -strength bolting of structural steel members, including prefabricated steel structure and prefabricated structural steel moment frames, slip -critical, where applicable: continuous. See also IBC Section 1705.2, Section N5.6 of AISC 360-10, and RCSC Section 9.3. No slip -critical connections are specified on this project. u. Anchorage of electrical equipment for emergency and standby power systems: periodic. See also IBC Section 1705.11.6(1), This Inspection does not apply to this project. 2 v. Installation and anchorage of electrical equipment: periodic. See also IBC Section 1705.11.6(2). This inspection only applies to seismic design category E and F. which does not apply to this proiect. w. Installation of piping systems for conveyance of flammable, combustible, or highly toxic contents (i.e., fuel gas) and associated mechanical units: periodic. See also IBC Section 1705.11.6(3). The required special inspection has been added to sheet S-1. x. Installation of HVAC ductwork for conveyance of hazardous materials (i.e., fume exhaust): periodic. See also IBC Section 1705.11.6(4). The required special inspection has been added to sheet S-1. y. Anchorage of storage racks greater than 8 feet in height, where applicable: periodic. See also IBC Section 1705.1 1.7. This inspection does not apply to this project. 2. Structural tests. Tests by qualified special inspectors should be conducted. The following is a summary: a. Testing of concrete, including auger -cast concrete piles, for specified compressive strength, fc', air content, and slump. See IBC Sections 1705.3 and 1901.2 and AC1 318 Section 5.6. The testing criteria has been added to sheet S-1. b. Nondestructive testing of the complete joint -penetration (and partial joint -penetration, where applicable) groove -welded joints at the steel ordinary moment frames. See IBC Section 1705.12.2 and Section J6 of AISC 341-10. The testing criteria has been added to sheet S-1. 3. Structural submittals. Reports, certificates, and other documents related to structural special inspections and tests should be submitted by the contractor to the city of Renton. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. See IBC Sections 107.1, 107.3.4, and 107.3.4.1. See also the structural general comments below. The following is a summary: a. Submittal of certificates of compliance from the fabricators of prefabricated structural steel members at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. To be provided by the contractor. b. Submittal of certificates of compliance from the fabricators of the prefabricated steel structures at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. To be provided by the contractor. c. Submittal of certificates of compliance from the fabricators of prefabricated structural steel moment frames at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. To be provided by the contractor. d. Submittal of welding procedure specifications verifying that the welds at members and connections of the seismic -force -resisting system are made with filler metal producing welds with a minimum Charpy V- notch toughness of 20 ft-lbf at 0 degrees-F as determined by the applicable AWS A5 classification test method. See also IBC Section 2205.2.2, Section A3.4b of AISC 341-10, Section A2 of AISC 360-10, and Sections 2.2.2 and 4.1.1.3 of AWS D1.1-08. To be provided by the contractor. 3 e. Submittal of welding procedure specifications verifying that demand -critical welds are made with filler metal producing welds with a minimum Charpy V-notch toughness of20 ft-Ibf at minus 20 degrees-F as determined by the applicable AWS A5 classification test method and 40 ft-Ibf at 70 degrees-F as determined by Section A3.4a. See also IBC Section 2205.2.2, Section A3.4b of AISC 341-10, Section A2 of AISC 360-10, and Sections 2.2.2 and 4.1.1.3 of AWS D1.1-08. To be provided by the contractor. f. Submittal of certificates of compliance from the manufacturers of components of the designated seismic systems, including their mounting systems and anchorage, where required by Section 13.2.2 of ASCE 7- 10. See also IBC Section 1705.12.3. To be provided by the contractor. g. Submittal of certificates of compliance from the manufacturers of nonstructural components seismically qualified by analysis, tests, or experience data in accordance with Section 13.2.1, Item 2, of ASCE 7-10. See also IBC Sections 107.3.4.2 and 1705.12.3 and Section 13.2.1 of ASCE 7-10. To be provided by the contractor. 4. The snow Toad design data in the section of the structural notes on design loads, Sheet S-1, should be revised by also specifying the snow exposure factor, C., thermal factor, Ct, and snow importance factor, Is. See IBC Section 1603.1.3. The additional design criteria has been added to the design parameters on sheet S-1. 5. The earthquake Toad design data in the section of the structural notes on design loads, Sheet S-1, should be revised by also specifying the seismic importance factor, I8, basic seismic -force -resisting systems, design base shears, V, seismic response coefficient(s), CS, response modification factor(s), R, and analysis procedure used. See IBC Section 1603.1.5. The additional design criteria has been added to the design parameters on sheet S-1. 6. The specified compressive strength, f'�, is required to be the greater of the values determined for structural strength and durability. The requirements for durability are based on the exposure classes assigned to each concrete structural member and the structural engineer is required to assign the exposure classes, which are based on severity of anticipated exposure. The drawings, however, do not appear to specify these requirements. The section of the structural notes on concrete, Sheet S-1, should be revised by specifying f'., for structural strength and the exposure classes for durability. We recommend a table listing f'. and exposure classes for freezing and thawing (Fx), sulfate (Sx), permeability (Px) and corrosion (Cx) for each applicable type of concrete structural member. See IBC Section 1901.2 and Sections 4.1.1 and 4.2.1 of ACI 318-11. See www.nrmca.org/P2P for further information. Note that ACI 318-11 defines "licensed design professional," in part, as "an individual who is licensed to practice structural design ... and who is in responsible charge of the structural design." The additional concrete design inforation has been added to the materials section on sheet S-1. 7. Special inspection is required for the fabrication of structural steel members on the premises of a fabricator unless the fabricator is registered and approved to perform such work without special inspection. We assume such a fabricator will be utilized for this project. Please verify. A note should be added to the section of the structural notes on structural steel, Sheet S-1, specifying submittal by the contractor to the building official of certificates of compliance from the fabricators of the structural steel at the completion of fabrication. See IBC Sections 1704.2.5, 1704.2.5.2, and 1705.2. Refer to Structural Submittal above. A note has been added on sheet S-1 to indicate submittal of certification to the building department. The steel fabricator is approved by several agencies including the city of Los Angeles. If Tukwila requires a city approval please indicate that and the appropriate documentation will be supplied. 4 8. A note should be added to the section of the structural notes on steel, Sheet S-1, specifying that the welds at members and connections of the seismic -force -resisting system shall be made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-Ibf at 0 degrees-F as determined by the applicable AWS A5 classification test method. See IBC Section 2205.2.2, Section 7.3a of AISC 341-05, Section A2 of AISC 360-05, and Sections 1.4.1(5) and 2.2.2 of AWS D1.1-04. The note has been added to sheet S-1. 9. A note should be added to the section of the structural notes on steel, Sheet S-1, specifying that demand critical welds shall be made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-Ibf at minus 20 degrees-F as determined by the applicable AWS A5 classification test method and 40 ft-Ibf at 70 degrees-F determined by Section A3.4 of AISC 341-11. See IBC Section 2205.2.2, Section A3.4 of AISC 341-11, Section A2 of AISC 360-10, and Sections 1.4.1(5) and 2.2.2 of AWS D1.1-08. The note has been added to sheet S-1. 10. Referring to the comments immediately above, the filler metal producing welds at members and connections of the seismic -force -resisting system are required to meet minimum requirements for Charpy V-notch toughness, which are specified in welding procedure specifications. A note should be added to the section of the structural notes on steel, Sheet S-1, specifying submittal by the contractor to the building official of welding procedure specifications verifying these requirements. See IBC Sections 107.3.4.2 and 2205.2.2, Section A3.4 of AISC 341-10, Section A2 of AISC 360-10, and Sections 2.2.2 and 4.1.1.3 of AWS DI.1-08. Refer to Structural Submittals above. The note has been added to sheet S-1. 11. A note should be added to the section of the structural notes on inspection, Sheet S-1, specifying nondestructive testing of complete -joint -penetration (and partial -joint -penetration, where applicable) groove - welded joints at the steel ordinary moment frames. See IBC Section 1705.11.1 and Sections J 1 and J6 of the AISC 341-10. Refer to Structural Test above. The note has been added to sheet S-1. 12. A note should be added to the section of the structural notes on inspection, SheetS-1, specifying the required lap lengths for reinforcing. This is already specified on the plans as concrete note #4. Foundation 13. We are requesting a copy of the letter from the geotechnical engineer, Kleinfelder, dated July 5, 2013, recommending total and differential settlement, recommendations for placement of structural fill, soil -bearing capacity, lateral earth pressures on foundation walls due to earthquake motions, factors of safety for passive lateral earth pressure and coefficient of friction, and site class, where applicable (see above). The report is referenced on sheet S-1; we are requesting a copy of the geotechnical report for review. The structural design may need to be revised. Please verify. See IBC Sections 1603.1.6, 1613.3.2., 803.5.11, 1803.5.12, 1807.2.3, and 1810.2.4. The geotechnical report will be supplied by others. 5 14. Detail 3/S-2 specifies #3 stirrups with a 135-degree hook. Where longitudinal bars are located around the perimeter of a circle the ends of the circular tie are required to overlap by not less than 6 inches and to be staggered around the perimeter. The drawings should be revised to meet this requirement. See ACI 318-11 Section 7.10.5.4. The code section specified applies to compression members with compression steel. The pier is axial stress is only 16 psi. This section does not apply. 15. Calculations on page 97 indicate that ACI 318-05 was used for the design of the anchor bolts. Please provide revised calculations that use the current code, ACI 318-11. It is unclear what Toad combinations and equations were used to determine the required anchor bolt size and embed. Please provide supplemental calculations specifying the equations used to determine the required anchor bolt size and embed. See ACI 318-11 Appendix D. The computer output on pages 94 and 97 indicate the AC1318-05 for pullout design. However the program is not used for pullout design, only steel design. New printouts with the current codes is attached to this response. The original design Is ok. The pullout design is performed on page 95 for the existing and is in accordance with Appendix D of ACI 318-11. For the new piers. the anchor bolts are embedded to develop the load into the vertical steel of the pier. Load combinations 53, 56, 57. 59 and 62 are checked for the existing conditions and combinations 9. 14 and 44 are checked for the new conditions. Note that In detail 1-S-2 a 3"x3"x1"plate is use at the base of the anchor bolts. This is to ensure the design is _governed by ductile steel failure rather than concrete failure. The anchor capacity is concrete is 68k, while the steel yield capacity is 53k and after multiplying by 1.2 the design yield strength is 64k, so the steel will yield before a concrete failure occurs. 16. Calculations do not appear to be provided for the design of the reinforcing for the 42" diameter x 11'-0" deep pier footings per detail 3/S-2. Please provide calculations for the design of the reinforcing of the pier footings. The capacity is the pier far exceeds the loads. A verification of the pier strength is attached. The moment capacity is 609k-ft with a moment demand of 73k-ft. The shear capacity is 114k with a shear demand of 4.3k. Vertical 17. Details 1/S-4 and 10/S-4 indicate that the wind brace and fascia at edges parallel to beams are to be supported by the ceiling panels. Provide calculations substantiating the design of the ceiling board to support the wind brace. Provide calculations substantiating the design of connections between the brace and panel and the panel and beam to support vertical and horizontal loads. The lateral load to the fascia. L = 0.6*35.5psf*3ft*3ft = 192 lbs. or 38 lbs. per connection at iolsts. The vertical load of the ceiling panel at the foist. V = 0.75*(25psf+0.6*36.3psf)*6.75*1.25 = 296 lbs. The vertical screw capacity at the foist is 315 lbs. and the shear capacity is 156 lbs. per screw. OK. The tension at the fascia bracket is (0.6*35.5psf*3ft*2.52/2)/2ft = 100 lbs. if only one screw is considered. There are actually screws at 6" o.c. The screw capacity in the ceiling panel is 73 lbs. per screw which is ok when multiple screws are considered. The shear capacity of the screws is 156 lbs. *5 screws = 780 lbs. which exceeds the 192 Ib. load. 18. From Details 2/S-4 and 11/S-4 it is unclear whether the wind brace and fascia at edges perpendicular to beams are to be supported by the beams or are to be supported by the ceiling panels. Provide calculations substantiating the design of the wind brace/parapet system including member sizes and connections. As indicated in detail 2/S-4 the fascia bracket is attached to the ceiling panel. The attach is similar to that described in the response to item #17 above. 6 19. The Gran Prix ceiling panel information on calculations page 108 indicates that four fastener locations, each with a #14 self -tapping screw, are required for the panel to purlin connection for a live load 30 psf and above. Detail 6/S-4 specifies three connections per panel, each with a #12 screw. It appears that the panel to purlin connection may not be adequate. The drawings may need to be revised. Please verify. The maximum vertical load at the ceiling panel to joist connection is 296 lbs. The screw capacity is 315 lbs. each and is controlled by pullover of the panel at the screw head. The three screws specified is sufficient. Lateral 20. Calculations page 106 notes that the ceiling panel is not used as a diaphragm. As the ceiling panel is not a diaphragm, it appears that there is no lateral Toad path to transfer forces to the beams as the dead load is applied from the ceiling panels and fascia. The intended lateral load path should be clarified. The ceiling panel will deliver the small lateral load from the fascia to the foists. That Is the end of the use of the panel in the lateral load distribution system. The distribution will be in the form of a axial load at the long edges (detail 1/S-4) and strong axis bending of the panel at the short edges (detail 2/S-4). Once the load is delivered to the foist the load is transferred to the columns by weak axis bending of the beams and the diagonal bracing system. The panels will experience small loads that are well within their capacity. 21. Sheet S-3 shows the canopy framing plan. Calculations do not appear to be provided for the design on the W12x30 ceiling joists, WI4x30 beams, and the HSS2-1/2x2-1/2 braces. Please provide calculations verifying that the members have adequate capacity to resist design forces. All members of the canopy framing system are included In the RISA computer analysis. See page 51 for the listing of all members. 22. The RISA-3D analysis on calculations page 50 does not reference current codes. The RISA-3D analysis should be revised to for the current codes and resubmitted for review. The structural design may need to be revised. Please verify. The analysis was run with current codes and the results are attached. No revision was needed. 23. Design parameter calculations on page 3 indicate a fascia dead load of 5 psf. Ceiling panel calculations on page 106 indicate a fascia dead load of 12.5 psf. The discrepancy in weights should be reconciled. The seismic weight and shear values of the structure may need to be revised. Please verify. The fascia load on page 3 is psf and is developed based on a 2.5ft framing height (the overall height Is 3ft). The load on page 106 is pounds. The 12.5 lb. load is 2.5ft*5psf. 24. Calculations do not appear to be provided for the connections between the HSS braces and W12 members as shown in Detail 7/S-4. Please provide calculations for the connections between the HSS braces and W12 members. The maximum axial load in the HSS brace is 5.63k (seismic with over -strength factors). The 3/16" weld has a capacity of 2.78k/in. Only 2 inches of weld are required. The weld is specified for the full length of contact of the brace to the ioist which far exceeds the 2 inch requirement. 25. Calculations do not appear to be provided for the connections between the W12 ceiling joist and W14 beams members as shown in Details 3/S-4 and 8/S-4. Please provide calculations for the connections between the W12 ceiling joist and W14 beams members. A calculation of the foist to beam connection is attached. 7 26. Calculations do not appear to be provided for the flange braces and the connections to the W12 ceiling joist and W14 beam as shown in Details 3/S-4 and 8/S-4. Please provide calculations for the design of the flange brace and connections. The required capacity of the brace is 0.008MrCd/ho = 0.008*(77k-ft*12)*1/14" = 528 lbs. The 2x2x3/16 angle has a net capacity of 36ksi*2"*3/16"/1.67 = 8.000 lbs. The connection has a capacity of 2400 lbs. for the bolt option and 1350 lbs. for the screw option. 8 Costco Station - Tukwila, WA Existing - Bearing Pressure Maximum Bearing 2.068 ksi Max/Allowable Ratio .937 LC59 (ABIF = 1.000) pi 2.068 (ksi) O. 16 in Stiffened Base Plate Connection Base Plate Thickness : 1. in Base Plate Fy : 36. ksi Bearing Surface Fp : 2.208 ksi Anchor Bolt Diameter :.875 in Anchor Bolt Material : A307 Anchor Bolt Fu : 60. ksi Column Shape : HSS8x8x5 Steel Code : AISC 14th:ASD Concrete Code : ACI 318-11 - Anchor Bolts Base Plate Stress Maximum Stress 14.5 ksi Max/Allowable Ratio .448 LC59 (ASIF = 1.000) 14.5 (ksi) .003 Bolt X in Z in Tens.(k) Vx (k) Vz (k Fnt (ksi ft (ksi Fnv (ksi fv (ksi Unit Combination 1 6. 6. 4.844 -.003 -.333 45. 8.056 27. .554 .358 (T) LC56 (2) 2 6. -6. 0. -.003 -.41 45. 0. 27. .681 .05 (S) LC62 (5) 3 -6. 6. 10.114 -.347 -.121 45. 16.82 27. .612 .748 (T) LC59 (4) 4 -6. -6. 9.405 -.347 -.121 45. 15.641 27. .612 .695 (T) LC59 (4) Note Fnt and Fnv shown above include phi factors. - Loads DL LL WL OL1 OL2 P (k Vx (k Vz (k Mx (k-ft Mz (k-ft 28.476 .002 .855 4.977 .052 -2.928 .012 1.333 9.261 .196 -3.646 1.155 .026 .038 11.666 5.357 .011 1.639 11.151 .193 4.623 1.39 .484 3.832 24.844 110 Costco Gasoline - Tukwila, WA New Bearing Pressure Maximum Bearing 1.523 ksi Max/Allowable Ratio .92 Ic 44 (ABIF = 1.000) 24 in Stiffened Base Plate Connection Base Plate Thickness : 1. in Base Plate Fy : 36. ksi Bearing Surface Fp : 1.656 ksi Anchor Bolt Diameter : 1.375 in Anchor Bolt Material : A307 Anchor Bolt Fu : 60. ksi Column Shape : HSS12x12x8 Steel Code : AISC 14th:ASD Concrete Code : ACI 318-11 - Anchor Bolts Bolt X in Z (in) Tens.(k) Vx (k 1.523 (ksi) 0. - Base Plate Stress Maximum Stress 25.567 ksi Max/Allowable Ratio .789 Ic 44 (ASIF = 1.000) 25.567 (ksi) .01 Vz (k Fnt (ksi ft (ksi Fnv (ksi fv (ksi Unit Combination 1 9. 9. 8.81 -.008 -.659 45. 5.932 27. .444 .264 (T) Ic 9 (1) 2 -9. 9. 20.886 -1.055 -.133 45. 14.064 27. .716 .625 (T) is 44 (3) 3 9. -9. 0. -1.055 -.133 45. 0. 27. .716 .053 (S) Ic 44 (3) 4 -9. -9. 20.144 -1.055 -.133 45. 13.565 27. .716 .603 (T) Ic 44 (3) Note Fnt and Fnv shown above include phi factors. - Loads DL WL EL OL1 P (k Vx (k Vz (k Mx (k-ft Mz (k-ft -6.622 .032 2.636 24.044 .543 22.291 .021 3.414 22.786 .37 2.803 4.221 .531 5.153 72.139 0 Pik cotAwirtx\-?G c� slJ�1 LPile Plus for Windows, Version 6 (6.0.28) Analysis of Individual Piles and Drilled Shafts Subjected to Lateral Loading Using the p-y Method ©1985-2011 by Ensoft, Inc. All Rights Reserved This copy of LPile is licensed to: GMA Engineering Fresno, CA Serial Number of Security Device: 500126237 Company Name Stored in Security Device: Gerald Mete & Associates, Inc. Files Used for Analysis Path to file locations: X:\Span - Canopies12013 Canopies\2013.250 - Tukwila, WA Expansion\GMA Generated Docs\Calcs\ Name of input data file: Pier Concrete StrengthJp6d Name of output report file: Pier Concrete Strength.lp6o Name of plot output file: Pier Concrete Strength.lp6p Name of runtime messeage file: Pier Concrete Strength.lp6r Date and Time of Analysis Date: March 18, 2014 Time: 9:13:55 Problem Title Project Name: Tukwila, WA Job Number: 2013.250 Client: Engineer: BSE Description: Fuel Canopy Foundation Concrete Strength Program Options 11 Engineering units are US Customary Units: pounds, inches, feet Basic Program Options: This analysis computes pile response to lateral loading and will compute nonlinear moment -curvature and nominal moment capacity for selected section types. Computation Options: - Only internally -generated p-y curves used in analysis - Analysis does not use p-y multipliers (individual pile or shaft action only) - Analysis assumes no shear resistance at pile tip - Analysis for fixed -length pile or shaft only - No computation of foundation stiffness matrix elements - Output pile response for full length of pile - Analysis assumes no soil movements acting on pile - No p-y curves to be computed and output for user -specified depths Solution Control Parameters: - Number of pile increments = 100 - Maximum number of iterations allowed = 100 - Deflection tolerance for convergence = 1.0000E-05 in - Maximum allowable deflection = 100.0000 in Pile Response Output Options: - Values of pile -head deflection, bending moment, shear force, and soil reaction are printed for full length of pile. - Printing Increment (nodal spacing of output points) =1 Pile Structural Properties and Geometry Total Number of Sections = 1 Total Pile Length Depth of ground surface below top of pile = 0.00 ft Pile dimensions used for p-y curve computations defined using 2 points. p-y curves are computed using values of pile diameter interpolated over the length of the pile. Point Depth Pile X Diameter ft in 1 0.00000 42.0000000 2 11.000000 42.0000000 Input Structural Properties: 12 Pile Section No. 1: Section Type Section Length Section Diameter = Drilled Shaft (Bored Pile) = 11.000 ft = 42.000 in Ground Slope and Pile Batter Angles Ground Slope Angle Pile Batter Angle = 0.000 degrees 0.000 radians = 0.000 degrees 0.000 radians Soil and Rock Layering Information The soil profile is modelled using 1 layers Layer 1 is cemented silt with cohesion and friction Distance from top of pile to top of layer = 0.000 ft Distance from top of pile to bottom of layer = 25.000 ft NOTE: Internal default values for p-y subgrade modulus will be computed for the above soil layer. (Depth of lowest layer extends 14.00 ft below pile tip) Effective Unit Weight of Soil vs. Depth Effective unit weight of soil with depth defined using 2 points Point Depth X Eff. Unit Weight No. ft pcf 1 0.00 110.00000 2 25.00 110.00000 Summary of Soil Properties Layer Soil Type Depth Eff. Unit Cohesion Friction qu RQD Epsilon 50 J kpy Rock Emass krm Test Type Test Prop. Elas. Subgr. Num. (p-y Curve Criteria) ft Wt., pcf psf Ang., deg. psi percent pci psi pci 1 Cemented Silt 0.00 110.000 500.000 30.000 -- 0.00 -- default -- 25.000 110.000 500.000 30.000 -- 0.00 -- default -- Loading Type Static loading criteria were used when computing p-y curves for all analyses. Pile -head Loading and Pile -head Fixity Conditions Number of Toads specified =1 Load Load Condition Condition Axial Thrust No. Type 1 2 Force, Ibs 1 1 V = 4300.00000 Ibs M = 865680. in-Ibs 5000.00000000 V = perpendicular shear force applied to pile head M = bending moment applied to pile head y = lateral deflection relative to pile axis S = pile slope relative to original pile batter angle R = rotational stiffness applie to pile head Axial thrust is assumed to be acting axially for all pile batter angles. Computations of Nominal Moment Capacity and Nonlinear Bending Stiffness Axial thrust force values were determined from pile -head loading conditions Number of Pile Sections Analyzed =1 Pile Section No. 1: Dimensions and Properties of Drilled Shaft: !4 Length of Section = 11.00000000 ft Shaft Diameter = 42.00000000 in Concrete Cover Thickness = 3.37500000 in Number of Reinforcing Bars = 18 bars Yield Stress of Reinforcing Bars = 60.00000000 ksi Modulus of Elasticity of Reinforcing Bars = 29000. ksi Gross Area of Shaft = 1385.44236023 sq. in. Total Area of Reinforcing Steel = 7.92000000 sq. in. Area Ratio of Steel Reinforcement = 0.57 percent Edge -to -Edge Bar Spacing = 5.24086213 in Rebar Offset = 0.0000000 in Axial Structural Capacities: Nom. Axial Structural Capacity = 0.85 Fc Ac + Fy As = 3987.882 kips Tensile Load for Cracking of Concrete =-525.327 kips Nominal Axial Tensile Capacity =-475.200 kips Reinforcing Bar Dimensions and Positions Used in Computations: Bar Bar Diam. Bar Area X Y Number inches sq. in. inches inches 1 0.75000 0.44000 17.25000 0.00000 2 0.75000 0.44000 16.20970 5.89985 3 0.75000 0.44000 13.21427 11.08809 4 0.75000 0.44000 8.62500 14.93894 5 0.75000 0.44000 2.99543 16.98793 6 0.75000 0.44000 -2.99543 16.98793 7 0.75000 0.44000 -8.62500 14.93894 8 0.75000 0.44000 -13.21427 11.08809 9 0.75000 0.44000 -16.20970 5.89985 10 0.75000 0.44000 -17.25000 0.00000 11 0.75000 0.44000 -16.20970 -5.89985 12 0.75000 0.44000 -13.21427 -11.08809 13 0.75000 0.44000 -8.62500 -14.93894 14 0.75000 0.44000 -2.99543 -16.98793 15 0.75000 0.44000 2.99543 -16.98793 16 0.75000 0.44000 8.62500 -14.93894 17 0.75000 0.44000 13.21427 -11.08809 18 0.75000 0.44000 16.20970 -5.89985 Concrete Properties: Compressive Strength of Concrete Modulus of Elasticity of Concrete Modulus of Rupture of Concrete Compression Strain at Peak Stress Tensile Strain at Fracture of Concrete = 3.0000000 ksi = 3122.0185778 ksi =-0.4107919 ksi = 0.0016336 =-0.0001160 Summary of Results for Nominal (Unfactored) Moment Capacity for Section 1 Moment values interpolated at maximum compressive strain = 0.003 or maximum developed moment if pile fails at smaller strains. Load No. Axial Thrust Nominal Mom. Cap. Max. Comp. kips in -kip Strain 1 5.000 8118.097 0.00300000 (OAK = OAK x g = 60A K -1 < "4 = 73 K--t Note note that the values of moment capacity in the table above are not OV factored by a strength reduction factor (phi -factor). In ACI 318-08, the value of the strength reduction factor depends on whether the transverse reinforcing steel bars are spirals or tied hoops. The above values should be multiplied by the appropriate strength reduction factor to compute ultimate moment capacity according to ACI 318-08, Section 9.3.2.2 or the value required by the design standard being followed. Computed Values of Pile Loading and Deflection for Lateral Loading for Load Case Number 1 Pile -head conditions are Shear and Moment (Loading Type 1) Horizontal shear force at pile head = 4300.000 Ibs Applied moment at pile head = 865680.000 in-Ibs Axial thrust load on pile head = 5000.000 Ibs ?icAz clere,rc 'r1+ IS Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-Ibs Ibs radians psi* lb-in^2 lb/in lb/inch lb/inch 0.00 1.320 2.640 3.960 5.280 6.600 7.920 9.240 10.560 11.880 13.200 14.520 15.840 17.160 18.480 19.800 0.0522 0.0514 0.0505 0.0497 0.0488 0.0480 0.0472 0.0463 0.0455 0.0447 0.0438 0.0430 0.0422 0.0414 0.0406 0.0398 865680. 4300.0000 -0.000644 871360. 4287.6932 -0.000642 877008. 4251.1777 -0.000640 882592. 4191.2630 -0.000638 888081. 4108.7544 -0.000636 893447. 4004.4534 -0.000634 898661. 3879.1578 -0.000632 903697. 3733.6615 -0.000630 908527. 3568.7545 -0.000628 913126. 3385.2229 -0.000626 917472. 3183.8489 -0.000624 921540. 2965.4108 -0.000622 925309. 2730.6827 -0.000620 928757. 2480.4350 -0.000618 931865. 2215.4339 -0.000616 934614. 1936.4417 -0.000614 0.000 5.872E+11 0.000 5.872E+11 0.000 5.872E+11 0.000 5.871E+11 0.000 5.871E+11 0.000 5.871E+11 0.000 5.871E+11 0.000 5.870E+11 0.000 5.870E+11 0.000 5.870E+11 0.000 5.870E+11 0.000 5.870E+11 0.000 5.870E+11 0.000 5.869E+11 0.000 5.869E+11 0.000 5.869E+11 0.000 0.000 0.000 -18.6469 479.1600 -36.6794 958.3200 -54.1004 1437.4800 -70.9127 1916.6400 -87.1191 2395.8000 -102.7227 2874.9600 -117.7263 3354.1200 -132.1328 3833.2800 -145.9453 4312.4400 -159.1668 4791.6000 -171.8001 5270.7600 -183.8484 5749.9200 -195.3147 6229.0800 -206.2021 6708.2400 -216.5134 7187.4000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 �ii zz bRls TECHNOLOGIES Company Designer Job Number Model Name : Gerald Mele & Associates : BSE : Costco Gas Station Canopy - Tukwila, WA Mar 18, 2014 Checked By: Global Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs 19 Include Shear Deformation? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Increase Nailing Capacity for Wind? Area Load Mesh (in^2) Merge Tolerance (in) Yes 144 .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Wails? Automaticly Iterate Stiffness for Walls? Yes Yes Maximum Iteration Number for Wall Stiffnes Gravity Acceleration (ft/sec^2) 32.2 Wall Mesh Size (in) 12 Eigensolution Convergence Tol. (1.E-) Vertical Axis 4 Y Global Member Orientation Plane XZ Static Solver Dynamic Solver Standard Skyline Accelerated Solver Hot Rolled Steel Code Adjust -Stiffness? RISAConnection Code AISC 14th(360-10): ASD Yes(Iterative) AISC 14th(360-10): ASD Cold Formed Steel Code 'AISI S100-10: Wood Code AF&PA NDS-12: ASD Wood Temperature < 100F' Concrete Code ACI 318-11 Masonry Code" ACI 530-11: ASD Aluminum Code AA ADM1-05: ASD - Building Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method 4 4 PCA Load Contour Parme Beta Factor (PCA) Concrete Stress Block 65' Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing Warnings?: No . Unused Force Warnings? Yes Min 1 Bar Diam. Spacing?.. Concrete Rebar Set No REBAR SET ASTMA615 Min % Steel for Column Max % Steel for Column 8 RISA-3D Version 12.0.0 [X:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and Raw dolumns.r: 1'7 IRIS TECHNOLOGIES Company : Gerald Mele & Associates Designer : BSE Job Number . Model Name : Costco Gas Station Canopy - Tukwila, WA Mar 18, 2014 Checked By: Global, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Add Base Weight? Not Entered No Ct Z .035 Ct X .035 T Z (sec) Not Entered T X (sec) Not Entered R' Z 8.5 RX 8.5 Ct Exp. Z .75 Ct Exp. X .75 SD1 1 SDS 1 S1 1 TL (sec) Not Entered Risk Cat l or -I I Seismic Detailing Code Om` ASCE 7-05 Om X 1 Rho Z Rho X 1 Hot Rolled Steel Section Sets Design List lyy rin4l .1fin41 1 E Strut HSS2x2x3 HBrace Tube A500B RuleSet2 1.19 .641 .641 1.09 2 E Brace HSS2x2x3 HBrace Tube A500B RuleSet2 ' 1.19 .641 .641 1.09 3 E JOIST W12x30 Beam Wide Flanae A36 RuleSet3 8.79 20.3 238 .457 4 E BEAM - W14x43 Beam ° Wide Flange A36 RuleSet4 '; 12.6 45.2 428 1.05 5 E Column HSS8x8x5 Column Tube A500B RuleSet5 8.76 85.6 85.6 136 6 N Column HSS12x12x8 ` Column Tube A500B RuleSet5 20.9 457 457 728 7 N Beam W14x43 Beam Wide Flanae A992 RuleSet5 12.6 45.2 428 1.05 8 N Joist W12x30 Beam Wide Flange A992 RuleSet5 8.79`` 20.3 238 .457 9 N Strut HSS2.5x2.5x3 HBrace Tube A500B RuleSet5 1.54 1.35 1.35 2.25 RISA-3D Version 12.0.0 [X:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and Mass aolumns.rc 14_ (IRIS TECHNOLOGIES Company : Gerald Mele & Associates Designer : BSE Job Number Model Name : Costco Gas Station Canopy - Tukwila, WA Mar 18, 2014 Checked By: Envelope AISC 14th(360-10): ASD Steel Code Checks 1 Membe EJ5C r Shape Code Check Loc[ft] LC Shear .. Loc[ft1Dir LC Pnc/om [..Pnt/om [kl Mnvy/o.. Mnzz/o... Cb Eqn W12x30 .719 32 29 .130 32 v 2 130.399 189.485 17.174 67.909 1 2 EJSD W12x30 .701 0 29 .119 0 2 130.399 189.485 17.174 67.909 1 3 EC3A HSS8x8x5 .686 0 28 .036 0 z 25 79.143 241.293 57.615 57.615 1 4 5 6 7 8 9 EJ1D EJ1C EC1A EB3A ED5 ED3 W12x30 W12x30 HSS8x8x5 W 14x43 HSS2x2x3 HSS2x2x3 . 651 .649 .635 .618 .571 .568 0' 32 0 0 6.039 6.039 48 2 29 2 25 5 .121 .137 .035 .206 .019 .013 0 32 0 0 0 12.079 y` v z v y v 48 2 25 2 48 24 130.399 130.399 79.143 248.417 4.587 4.586 189.485 189.485 241.293 271.617 32.778 32.778 17.174 17.174 57.615 31.078 1.829 1.829 67.909 67.909 57.615 125.03 1..829 1.829 1 1 1 1 1 10 EC2A HSS8x8x5 . 565 0 29 .032 0 z 25 79.143 241.293 57.615 57.615 1 11 EC4A HSS8x8x5 .550 0 28 .035 0 z 25 79.143 241.293 57.615 57.615 1 12 13 14 15 EB3B EB1A EJ4C EJ4D W14x43,< W14x43 W12x30 W12x30 3 .513 , .504 .497 0 0 32 0 2 29 28 28 .276 .170 098 .088 0, 0 32 0 y v y v 2 2 2 2 252.792 248.417 130.399 130.399 271.617 271.617 189.485 31.078 31.078 17.174 17.174 125.03 125.03 67.909 67.909 1 1 1 16 EC4B HSS8x8x5 .493 29 .067 0' z 25 79.143 241.293 57.615 57.615 1 17 ED2 HSS2x2x3 .493 6.039 24 .025 0 v 48 4.586 32.778 1.829 1.829 1 18 19 20 21 22 23 24 25 EJ5B ED4 EJ2D EJ2C EB1 B NB3B NB1B EB4A W12x30 HSS2x2x3 W12x30 W12x30 W14x43 W14x43 W14x43 W14x43 .492 .475 .453 .453 .451 .448 .448 .446 0 6.039 0 32 0 7.5 7.5 6.5 28 " 24 2 2 28 28 28 28 .116 .013 .091 .100 .246 .181 .181 . .148 0 12.079 0 32 .778 7.5 7.5 6.5 y v y v y v y v 2 24 2 2 2 48 48 2 130.399 4.586 130.399 130.399 252.792 327.466 327.466 248.417 32.778 189.485 189.485 271.617 377.246 377.246 271.617 17.174 1.829 17.174 17.174 31.078 43.164 43.164 31.078 67.909 1.829 67.909 67.909 125.03 173.653 173.653 125.03 1 1 1 1 1 26 27 M98 EB2A W12x30 W14x43 .443 .434 20" 0 29 29 .091 .130 20 0 y v 2 130.399 248.417 189.485 271.617 17.174 31.078 67.909 125.03 1 1 28 29 ED7 EC1B HSS2x2x3 HSS8x8x5 .433 .430 6.039 0 22 25 .016 .064 0 0 y z 48 25 4.587 79.143 32.778 241.293 1.829 57.615 1.829 57.615 1 1 30 EC3B HSS8x8x5 .425 0 24 .064 0. z 25 79.143 241.293 57.615 57.615 1 31 32 33 34 35 36. ED8 EB4C M97 EJ4B EJ 1 B EC2B HSS2x2x3 W14x43 W 12x30 W12x30 W12x30 HSS8x8x5 .425 .424 .422 .419 .412 .411 6.039 0'. 20 0 17.778 0 24 28 28 28 2 25 .033 .135" .075 .097 .121 .064 0 0 20 0 0 0'. v y' v y v z 2 2 2 2 48 25 4.586 248.417 130.399 130.399 130.399 79.143 32.778 271.617 189.485 189.485 189.485 241.293 1.829 31.078 17.174 17.174 17.174 57.615 1.829 125.03 67.909 67.909 67.909 57.615 1 1 1 1 1 37 38 NB2B NC1 W14x43 HSS12x12x8 .405 .403 7.5 0 28 25 .157 069 7.5 0 v z 48 25 327.466 349.129 377.246 43.164 205.669 173.653 205.669 1 1 39 NC5 HSS12x12x8 .393 0 24 .069 0 z 24 349.129 575.689 205.669 205.669 1 40 41 EB4B NC3 W14x43 HSS12x12x8 .392 .381 0 0 29. 25 .179 .069 .778 0 y z 2 24 252.792 349.129 271.617 575.689 31.078 205.669 125.03 205.669 1 1 42 43 ED6 EB2B HSS2x2x3 W14x43 .380 .378 6.039 0 22 28 .011 .178 12.079 0 y v 48 2 4.586 252.792 32.778 271.617 1.829 31.078 1.829 125.03 1 44 NC2 HSS12x12x8 .378 0 24 039 0 24 349.129 575.689 205.669 205.669 1 45 46 47 EJ3D EJ3C NC6 W12x30 W12x30 HSS12x12x8 .378 .378 . 372 0 32 0 2 2 25 .072 .085 .039 0 32`: 0 v y` z 2 2 24 130.399 130.399 349.129 189.485 189.485 575.689 17.174 17.174 205.669 67.909 67.909 205.669 1 48 NC4 HSS12x12x8 .359 0: 24 .039 0 z' 24 349.129 575.689 205.669 205.669 1 49 M94 W12x30 .355 20 28 .092 20 v 48 130.399 189.485 17.174 67.909 1 50 EJ1A W12x30 .349 12' 2 .080 12 2 118.111 189.485 17.174 64.996 1 51 EJ 1 E W12x30 .349 0 2 .080 0 v 2 118.111 189.485 17.174 64.996 1 52': 53 EJ2A EJ4A W12x30 W 12x30 .341 .341 12 12 2 2 .073 .073 12 12 y 2 2 118.111 118.111 189.485 189.485 17.174 17.174 64.996 64.996 1 1 54 EJ2E W12x30' .341 0 2 .073 0 2 189.485 17.174 64.996 1 55 EJ4E W12x30 .341 0 2 .073 0 2 118.111 189.485 17.174 64.996 1 56 EJ5A W12x30 .336 12 2 .077 12 2 118.111 189.485 17.174 64.996 1 RISA-3D Version 12.0.0 [X:\...1...1...\...\...\Tukwila Expansion final with original EX loads on existing and ERaos dolumns.K 14 IR1S TECHNOLOGIES Company : Gerald Mele & Associates Designer : BSE Job Number Model Name : • Costco Gas Station Canopy - Tukwila, WA Mar 18, 2014 Checked By: Envelope MSC 14th(360-10): ASD Steel Code Checks (Continued) 57 58 59 60 61 62 63 Member Shape Code Check Loc[ftj LC Shear ... LocfftlDir LC Pnc/om [..Pnt/om fklMnyy/o... Mnzz/o... EJ5E M95 EJ2B NB1A NJ1C NJ1B NB3A W12x30 VV12x30 W12x30 W14x43 W12x30 W 12x30 W14x43 .336 .327 .326 .324 .318 .312 .311 0 20 0 0 32 0 0 2 2 2 29 29 28 28 .077 .078 .099 .118 .057 .057 .133 0 20 0 14.333 32 0 14.333 v y v y v y' v 2 2 2 2 14 14 2 118.111 130.399 130.399 227.975 156.612 156.612 227.975 189.485 189.485 189.485 377.246 263.174 263.174 377.246 17.174 17.174 17.174 43.164 23.852 23.852 43.164 64.996 67.909 67.909 173.653 86.801 86.801 173.653 Cb Eq 1 1 1 1 64 65 66 67 68 69 EJ3E EJ3A NJ5C " NJ5B M96 EJ3B W 12x30 W12x30 W12x30 W12x30 W12x30 W12x30 .299 .299 .287 .287 .287 .287 0" 12 14.222 17.778 20 0 2 2 48 48 2 2 .064 .064 .078 .078 . 064 .081 0 12 32 0 20 0 y v y` v y v 2' 2 48 48 2 2 118.111 118.111 156.612 156.612 130.399 189.485 189.485 263.174 263.174 189.485 189.485 17.174 17.174 23.852 23.852 17.174 17.174 64.996 64.996 86.801 86.801 67.909 67.909 1 1 1 1 1 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 NB2A NJ3A NJ2A NJ4A NJ2D NJ4D NJ3D NJ5A NJ1A NJ5D NJ4C NJ4B ES1 NJ1 D ES4 W14x43 W12x30 W12x30 W12x30 W12x30 W12x30 W12x30 W12x30 W12x30 W12x30 W12x30 W12x30 HSS2x2x3 W12x30 HSS2x2x3 .285 .267 .267 .267 .259 .259 .259 .258 .250 .250 .246 .246 .245 .242 .235 0 11.999 11.999 11.999 0 0 0. 11.999 11999 0 32 0 13.5 0 13.5 29 14 14 14 14 14 14 14 14 14 29 29 25 14 24 .094 .046 .046 .046 .046 .046 .046 .052 .042 .052 .065 .065 .018 .042 015 14.333 11.999 11.999 11.999 0' 0 0 11.999 11.999 0 32 0 7.5 0 13.5 Y v y v y v y v y v y v y v z 2 14 14 14 14 14 14 48 14 48 14 14 48 14 25 227.975 136.498 136.498 136.498 136.498 136.498 136.498 136.498 136.498 156.612 156.612 10.913 136.498 10.913 377.246 263.174 263.174 263.174 263.174 263.174 263.174 263.174 263.174 263.174 263.174 263.174 32.778 263.174 32.778 43.164 23.852 23.852 23.852 23.852 23.852 23.852 23.852 23.852 23.852 23.852 23.852 1.829 23.852 173.653 81.6 81.6 81.6 81.6 81.6 81.6 81.6 86.801 86.801 1.829 81.6 1.829 1 1 1 1 1 1 1 1 1 1 1 1 85 86 87 88 89 90 91 EB3C ES5 NJ3B NJ3C NJ2B ES6 NJ2C W14x43 HSS2x2x3 W12x30 W12x30 W 12x30 HSS2x2x3 W12x30 .232 .227 .226 .225 .224 .223 .222 0 13.5 0 32 0 13.5 32 29 25 14 14 14 24 14 .115 .033 .061 .061 .062 ▪ 022 .062 6.5 7.5 0 32 0 7.5 32 v y v y v y v 2 48 14 14 14 48 14 248.417 10.913 156.612 156.612 156.612 10.913 156.612 271.617 32.778 263.174 263.174 263.174 32.778 263.174 31.078 1.829 23.852 23.852 23.852 1.829 23.852 125.03 1.829 86.801 86.801 86.801 1.829 86.801 1 1 1 1 1 1 1 92 93 EB1C` ES2 W14x43 HSS2x2x3 .185 .182 6.5 13.5 28 24 .102 .017 6.5 7.5 y v 2 48 248.417 10.913 271.617 32.778 31.078 1.829 125.03 1.829 1 1 94 ES3 HSS2x2x3 .180 13.5 25 .013 13.5 z 25 10.913 32.778 1.829 1.829 1 95 NS4 HSS2.5x2.5... .167 18.667 29 .016 12 v 48 28.497 42.419 3.03 3.03 1 96 NS1 HSS2.5x2.5... .167 18,667 28 .016 12 48 28.497 42.419 3.03 1 97 98 99 EB2C NS2 NS3 W 14x43 HSS2.5x2.5... HSS2.5x2.5... .161 .149 .147 0 18.667 18.667 28 29 29 .073 .016 .016 6.5 18667 18.667 ti y v 2 2 2 248.417 28.497 28.497 271.617 42.419 42.419 31.078 3.03 3.03 125.03 3.03 3.03 1 1 100 101 102 103 104 105 ED1 ED9 ND3 ND2 ND1 N D4 HSS2x2x3' HSS2x2x3 HSS2.5x2.5... HSS2.5x2.5... HSS2.5x2.5... HSS2.5x2.5... .139 .137 .112 .108 .087 .085 6.039 6.039 6.119 6.119 6.119 6.119 22 24 22 22 22 22 .018 .009 . 021 .021 .006 .006 0 12.079 12.238 0 12.238 0 y' v y' v y y 48 48 25 24 48 48 4.587 4.586 9.409 9.408 9.409 9.408 32.778 32.778 42.419 42.419 42.419 42.419 1.829 1.829 3.03 3.03 3.03 3.03 1.829 1.829 3.03 3.03 3.03 3.03 1 1 1... 1... RISA-3D Version 12.0.0 [X:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and ERaget2olumns. 2.0 4z Joist to Beam Connection Max Vertical at Cont. Cond. = Max Vertical at Joist Splice = Max Lateral = Beam/Joist Fy = Joist: W12X30 Beam: W14X43 tf = d= tf = d= Flange Bending Check Allowable Stress = Eccentricity for joist flange = Eccentricity for beam flange = Joist effective bending width = Beam effective bending width = Joist Flange Stress = Beam Flange Stress = Bolt Dia = Van = Tan = 9.2 kips 4.1 kips 5.9 kips 50 ksi 0.440 inches 12.3 inches 0.530 inches 13.7 inches 29.9 ksi 2.51 inches, 3 inches, 6.5 inches, 6.5 inches, 55.0509 ksi 45.3487 ksi k� = 0.750 inches bf = 6.52 inches k� = 1.000 inches bf = 8.00 inches bf/2-k1 bf/2-k1 bolt spacing bolt spacing Stiffener Stiffener 0.625 inches 7.36 kips, each (ASD) O'1G 13.8 kips, each (ASD) Etc + 2e + 2e Required Required V Use (4) 5/8" A325 diameter bolts at each beam/joist intersection 2i FILE COPY O. . • PROPOSED PROJECT FOR TEL 559 661-1111 FAX 559 673-0600 LICENSE 395853 SPAN CMISIRUC1I0N & EIWJEERINO. INC WWW .COM 1841 HOWARD ROAD M#ICCRA,CA 93637 •••• •••01k REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 8 2014 City of Tukwila BUILDING DIVISION STRUCTURAL CALCULATIONS FOR 1 REID M IDD T �---_ ETON INC cogrcoGASOLINE PROPOSED GOSTGO WHOLESALE FUEL FACILITY EXPANSION 451 GOSTGO DRIVE TUKWILA, WASHINGTON GERALD A. MELE, PE MARTIN R. INESS ROBERT A. SANDERS BRAD S. EDWARDS RECEIVED CITY OF TUKWILA FEB 0 6 2014 PERMIT CENTER p \L4.00t41 EXPIRES y/1.e//l5 GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST.. SUITE 110 FRESNO, CA. 93720 (559)435-1411 FAX (559)435-1169 CONSULTING ENGINEERS AND ARCHITECTS 2013.250 01/03/14 B.S.E. 1 OF 109 CONTENTS PAGE DESIGN STATEMENT: 2 DESIGN PARAMETERS/MATERIALS: 3 LOADS: 4-42 ANALYSIS AND DESIGN: 43-93 CONNECTIONS/DEFLECTIONS 76-79 REACTIONS: 80-93 BASE PLATE AND ANCHORAGE: 94-98 FOUNDATION DESIGN: 99-105 CEILING PANEL: 106-109 DESIGN STATEMENT Year of Design for the Original Canopy: GMA's Original Job Number: Original Design Code: 1997 original, 1999 first addition 97.121 original, 99.229 first addition 1994 UBC original, 1997 UBC first addition The current addition will be analyzed in accordance with the 2012 IBC. Section 3403.4 (exception) of the 2012 IBC states that the existing structure need not conform to the current code if the addition does not cause the demand -capacity ratio to increase by more than 10%. The entire canopy has been analyzed with 2012 IBC loading and the stress ratios of the existing members have been compared for conditions with and without the addition. Since the new members have been selected to be stiffer than the existing, thus attracting more lateral loads, the existing members generally have a decreased stress ratio. No members increase by more than 10%. Therefore, the existing portion of the canopy can be checked in accordance with the original design requirements. See page 49 for comaprison of member stresses. The original wind loads are almost identical to the current wind loads after adjustment to ASD loading. The original seismic coefficient was 0.409 in both directions. The current coefficients are 0.273 in the transverse direction and 0.763 in the longitudinal direction. All existing components have been checked and are still acceptable. G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST, SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE DESIGN PARAMETERS/MATERIALS CODE: 2012 International Building Code, ASCE 7-10 DEAD LOAD: Ceiling: 2.9 psf Fascia: 5 psf LIVE LOAD: 20 psf SNOW: 33.1 psf, Ground (Pg) Ca = 0.9 25.0 psf, Roof (Pt) Ct = 1.2 Is = 1.00 WIND: 110 mph Exposure: C SEISMIC: SS = 1.431 Si = 0.533 SDS = 0.954 S01 = 0.533 Fa= 1 F„= 1.5 Site Class: D Design Cat.: D RX_X = 1.25 Cantilevered Column System RhoX_X = 1.0 RZ_Z = 3.5 OMRF Rhoz_Z = 1.0 IE = 1.00 STEEL: Tubes - A500B, Wide Flanges - A992, Grade 50, Plates & Angles - A36 Bolts - A307 or F1554, Grade 36, Welds E70XX CONCRETE: 3000 psi REBAR: Grade 60 SOILS: See Report #: 134324 Dated: 7/5/2013 By: Kleinfelder Bearing: 2000 psf Friction: 0.25 Passive: 200 pcf Frost Depth: 18" Skin Frict: 75 psf/ft downward Toads, 1/2 this value for uplift BUILDING DATA: Width = 32 ft Length = 120 ft Current Length = 0 ft Future Fascia ht.: 3 ft Fascia proj.: 2.5 ft Tributary Widths to Joists (ft) J 1 = 6.333 outer joist J2 = 6.75 second joist J3 = 5.833 middle joist CMU ht.: 0 ft G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE LOADS �PU�TiNG ?oleA-‘01.0 CEILING DEAD LOADS BEAMS 1.25 PSF CEILING JOISTS 4 46 BRACES 0.30 CEILING 2 26 1--- COLUMNS 0.49 ADD TO ALL JOISTS MISC. 0 25 4- 9.01 PSF, SAY 9.0 PSF COMPUTER ADDS MEMBER WEIGHT AUTOMATICALLY FOR VERTICAL USE: 2.9 PSF FOR CEILING JOISTS ADD: 5 PSF FOR FASCIA (APPLY OVER FASCIA HT.-6" WIDTH) USE: 9 PSF FOR SEISMIC GM GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE IBC WIND DESIGN WIND LOADS ON SOLID WALLS AND SIGNS ASCE 7-10 CHAPTER 29 FOR LATERAL UPLIFT FORCES ARE PER CHAPTER 27 FIGURES 27.4-4 & 27.4-7 F=gZGCfAf qZ = 0.00256 Kz Kzt Kd V2 KZ = V= qz = LATERAL LOADING 0.9 110 MPH 23.70 Cf walls,Long'I = Cf walls,Trans. = Kzt = 1.0 Kd = 0.85 G = 0.85 n1 = +/- 1.7Hz, therefore the canopy is rigid (Freq. performed on RISA) Case A&B Case C CASE C APPLIES FOR A DIST. OF 2S, THEN Cf IS THE SAME AS CASE A&B 1.85 2.45 (FIG. 29.4-1, B/s >= 32/3 = 10.7, s/h = 3/17.5 = 0.17,SOLID SIGN ABOVE GROUND LEVEL) 1.93 2.55 (FIG. 29.4-1, B/s >= 120/3 = 40, s/h = 3/17.5 = 0.17,SOLID SIGN ABOVE GROUND LEVEL) LONGITUDINAL VERT. WIND PER FIG. 27.4-7, MEAN ROOF HT, h = 16' ROOF ANGLE = 0 CNW roof1 = CNW roof2 = CNW roof2 = -0.8 0.8 APPLY FORA DISTANCE h FROM WINWARD EDGE, 16' - 0.6 0.5 APPLY FOR A DISTANCE BETWEEN h&2h FROM WINWARD EDGE, 16' TO 32' - 0.3 0.3 APPLY FOR A DISTANCE >2h FROM WINWARD EDGE, 32' TO END TRANSVERSE VERT. WIND PER FIG. 27.4-4, MEAN ROOF HT, h = 16' ROOF ANGLE = 0 CNW roof1 = -1.1 1.2 APPLY ON WINDWARD 1/2 THE CANOPY WIDTH, 16' CNW roof2 = -0.1 0.3 APPLY ON LEEWARD 1/2 THE CANOPY WIDTH, 16' COMPONENT AND CLADDING FOR JOIST DESIGN, FIG. 30.8-2 CN = 1.2 DOWNWARD FOR ALL JOISTS SINCE TRIB. EXCEEDS 4a2 LATERAL LOADING RESULTS Pressure= Case A&B Case C CASE C APPLIES FOR A DIST. OF 2S, THEN Cf IS THE SAME AS CASE A&B 37.3 49.3 PSF Longitudinal F walls = F walls = 38.9 51.4 PSF Transverse LONGITUDINAL UPLIFT RESULTS F roof1 = F roof2 = F roof3 = -16.1 PSF 16.1 PSF Vertical for first 16' -12.1 PSF 10.1 PSF Vertical from 16' to 32' - 6.0 PSF 6.0 PSF Vertical from 32' to end of canopy TRANSVERSE UPLIFT RESULTS F1=-22.2 PSF F2= -2.0 PSF 24.2 PSF Vertical for windward half 6.0 PSF Vertical for leeward half COMPONENT AND CLADDING RESULTS F = 24.2 PSF joists 36.3 PSF ceiling 35.5 PSF 1.8 ceiling 1.5 parapet GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE parapet IBC SEISMIC Ss = 1.431 Si = 0.533 SITE CLASS = D Fa = F„ = SMS = SM1 = 1 1.5 1.431 0.800 (= Fa x Ss) (= Fvx Si) DESIGN SPECTRAL RESPONSE ACCELERATION SDS = SD1 = 0.954 0.533 (= 2/3SMs) (= 2/3SM1) SEISMIC DESIGN CATEGORY =D USE EQUIVALENT LATERAL FORCE PROCEDURE, SECTION 12.8 OF ASCE 7-10, V=CsW Cs = SDs/(R/I) RX-X = RZ-Z = IE = Cs = CS MIN. = CS MIN. = CS MAX. = V 1.25 3.50 1.00 0.763 FOR LONG'L (X-X) DIRECTION 0.273 FOR TRANS. (Z-Z) DIRECTION 0.010 X-X DIR (=0.01 IF S1<0.6, ELSE Cs = 0.5S1/(R/I)) 0.010 Z-Z DIR 1.466 FOR LONG'L (X-X) DIRECTION (HT = 17.5 USED FOR CALC. OF 'T') 0.523 FOR TRANS. (Z-Z) DIRECTION (HT. = 17.5 USED FOR CALC. OF "T") (= SD1/((R/I)xT) (ACTUAL "T" +/- 0.588 PER RISA) 0.763 FOR LONGITUDINAL (X-X) DIRECTION (NOTE: RHO = 1.0 FOR 0.273 FOR TRANSVERSE (Z-Z) DIRECTION DESIGN CATEGORY A,B, OR C PER SECTION 12.3.4.1) GPJI GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE design Maps Summary Report FsM Design Maps Summary Report er-Specified Input Report Title Costco - Tukwila, WA Wed December 18, 2013 19:47:33 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.44438°N, 122.24758°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.431 g Si = 0.533 g SMS = 1.431 g S„I = 0.799 g S°s= 0.954g fA=1.0 = 9 Sol= 0.533g FV:I.S For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 0.30 H 0.75 0.60 0.45 0.30 0.15 0.00 0.00 NICER Response Spectrum 0.20 0.40 0.60 0.20 1.00 1.20 1.40 Period. T (sec) 1.60 1.20 2.00 1.10 1.00 0.90 0.20 0.70 S. Oi 0.60 N 0.50 0.40 0.30 0.20 0.10 0.00 Design Response Spectrum 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period. T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 7 hi-r„•MTAnha-yarrie ileac an ,/rlecianmanc/nc/cnmman/ nhn?temnlate=minimal&latitude=47.4443R3&1onPitude=-122.247... LOAD APPLICATIONS INPUT Wind Long'! Case A&B = Wind Transv. Case A&B = Wind Long'I Vert. 1 = Wind Long'I Vert. 2 = Wind Long'I Vert. 3 = Seismic Coefficient (Z-Z) = Seismic Coefficient (X-X) = Ceiling D = Fascia D = Fascia Ht. = 37.26 Wind Long'I Case C = 38.87 Wind Transv. Case C = -16.11 16.11 Wind Transv. Vert. 1 = -12.09 10.07 Wind Transv. Vert. 2 = -6.04 6.04 Wind Comp. & Cladding = 0.273 Trib. Width 1 = 0.763 Trib. Width 2 = 2.9 Trib. Width 3 = 5.0 Canopy Width = 3.00 Canopy Length (non -future) = Canopy Length (future) WIND TRANSVERSE (Z-Z) DIRECTION UNIFORM LOAD TO EACH JOIST W = WIND PRESSURE x FASCIA HT./5 W Case A&B = W Case C = Wc -WA&B= 23.3 PLF 30.8 PLF 7.5 PLF LONG'L WIND VERTICAL DIR. - 1 (first 16') UNIFORM LOAD TO EACH JOIST W = WIND UPLIFT PRESSURE x TRIB. WIDTH W1 = W2 = W3 = -102.0 102.0 PLF -108.8 108.8 PLF - 94.0 94.0 PLF LONG'L WIND VERTICAL DIR. - 3 (32' to end) UNIFORM LOAD TO EACH JOIST W = WIND UPLIFT PRESSURE x TRIB. WIDTH W1 = W2 = W3 = - 38.3 38.3 PLF -40.8 40.8 PLF -35.2 35.2 PLF COLUMN WRAP WIND WLONG'L = WTRANS. = G 99.5 PLF 103.8 PLF LONGITUDINAL (X-X) DIRECTION POINT LOAD AT END OF JOISTS P = WIND PRESSURE x TRIB. WIDTH x FASCIA HT. Case A&B Case C P1 = 708 938 LBS P2 = 755 999 LBS P3 = 652 864 LBS 49.35 51.36 -22.16 -2.01 24.17 6.33 6.75 5.83 32.00 120.00 0.00 LONG'L WIND VERTICAL DIR. - 2 (16' To 32') UNIFORM LOAD TO EACH JOIST W = WIND UPLIFT PRESSURE x TRIB. WIDTH W1 = W2 = W3 = -76.5 63.8 PLF -81.6 68.0 PLF -70.5 58.7 PLF TRANSV. WIND VERTICAL UNIFORM LOAD TO EACH JOIST W = WIND UPLIFT PRESSURE x TRIB. WIDTH W1 = W2 = W3 = W4 = W5 = 24.2 6.0 -140.3 153.1 1st joist to windward side -149.6 163.2 2nd joist -70.5 88.1 3rd joist -13.6 40.8 4th joist -12.8 38.3 5th joist to leeward side COMPONENT AND CLADDING F = 24.2 PSF joists GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESH CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE S SEISMIC TRANSVERSE (Z-Z) DIRECTION UNIFORM LOAD TO EACH JOIST W = SEISMIC COEF. x (WIDTH x CEILING DL + 2 x (FASCIA HT.-.5') x FASCIA DL)/5 W = 17.1 PLF POINT LOAD TO END OF EACH JOIST P = SEISMIC COEF. X (WIDTH x (FASCIA HT. - .5') x FASCIA DL)/5 P = 22 LBS LONGITUDINAL (X-X) DIRECTION POINT LOAD TO EACH END OF EACH JOIST P1 = SEISMIC COEF. X (TRIB. W1 x LENGTH x CEILING DL + x FASCIA DL x LENGTH + 2 x (FASCIA HT- P2 = P3 = SEISMIC COEF. X (TRIB. WX x LENGTH x CEILING TRIB. WX x FASCIA DL)/2 CANOPY WITH FUTURE BAY P1 = N.A. P2 = N.A. P3 = N.A. (FASCIA HT.-.5') .5') x TRIB. W1 x FASCIA DL)/2 DL + 2 x (FASCIA HT. -.5') x CANOPY WITHOUT FUTURE BAY P1 = 20,01 424.3 LBS OV .0 t1JM- 1,ope% P2 = 1-240 2846 LBS Wh •` CereA4lime. P3 = 2460 LBS 5 S L.19K0 ^ 404 1 yr ! WMkt-� G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE 1 DEAD LOADS UNIFORM LOAD TO EACH JOIST W 1 = 30.9 PLF W2 = 19.6 PLF W3 = 16.9 PLF CEILING LOAD PLUS FASCIA CEILING LOAD ONLY CEILING LOAD ONLY POINT LOAD TO END OF JOISTS DUE TO FASCIA P1 = 79 LBS P2 = 84 LBS P3 = 73 LBS LIVE LOADS UNIFORM LOAD TO EACH JOIST W1 = 127 PLF W2 = 135 PLF W3 = 117 PLF G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE to IBC SNOW LOAD AND DRIFT AT THE PARAPET DESIGN PER ASCE 7-10 SECTION 7.3 ROOF SNOW GROUND SNOW = 33.1 PSF Pf=0.7xCexCtxIxPg Ce = Ct I= Pf P f,min. = 0.9 1.2 1.0 25.0 PSF 20.0 PSF FOR FLAT ROOFS Pf, min = Pg IF Pg </= 20PSF DRIFT FASCIA HT. = 2.5 FT CANOPY LENGTH = 120 FT CANOPY WIDTH = 32 FT y=0.13xPg+14= 18.303 PCF hb = Pf /y = 1.37 FT hb = FASCIA proj. - hb 1.13 FT hd = (0.43 x Iu1/3 x (Pg+10)1/4 - 1.5) x 0.75, 0.75hd PER SEC. 7.8 hd long walls = 1.13 FT hd short walls = 1.13 FT W long walls = 7.93 FT W short walls = 9.06 FT DRIFT long walls = 21 PSF =hxD OR 82 PLF=1/2xDRIFTxw DRIFT short walls = 21 PSF =hxD OR 94 PLF=1/2xDRIFTxw G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE 1' SNOW LOADS UNIFORM LOAD TO EACH JOIST Full Snow 1/2 Snow W 1 = 241 PLF UNIFORM SNOW PLUS DRIFT 79 PLF Does not include drift W2 = 169 PLF UNIFORM SNOW 84 PLF W3 = 146 PLF UNIFORM SNOW 73 PLF POINT LOAD TO END OF JOISTS DUE TO SNOW DRIFT P1 = 0 LBS SIDE WALL DRIFT EXTENDS PAST FIRST JOIST P2 = 634 LBS P3 = 548 LBS G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE 12. *INIArL P 1,Z I.OAc•cX PESN PARAMETERS/MATERIALS CODE • . • ... •...: • 1997 UNIFORM BUILDING CODE WIND MPH, EXPOSURE G-- SEISMIG ZONE 3 SNOW 25 PSF (t2 ') . . STEEL TUBES A50OB CHAPARRAL A36/A512 50 DUAL GRADE 4,if. •.. A36- BOLTS A30'1 VELD E?OXX CONCRETE 25 _ PSI REBAR • GRADE 60 ' SOILS SEE SOILS REPORT * 0475 -638 - IO A1,6p # Oc175 -e'46 - DATED O7/ 10/4G 9A V v7/2.3111 By "DIED IrGiNiI Rs BEARING = 1549e, - .. p_F r y3 to lsff FRICTION = - d, 35 _ ... _ .,. PASSIVE _ StV PGF. _ . _:.:. � ::.?Wffl rfflg _.�� • The original canopy was designed by GMA for this addition, job # 97.121 dated 08/01/97. The addition has been analyzed under the 1997 Uniform Building Code and the existing canopy has been checked to ensure all members and foundations are adequate for the new addition. • G Consulting Engineers GERALD A. MELE, PE, SE MARTIN R.INESS,PE, SE : GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESH CA 93720 . (559) 435-1411 ' FAX (559) 435-1169 LOADS ROOF DEAD LOADS - . BEAMS • CEILING JOIST ID P5F 33. BRACES 05 CEILING COLUMNS MISG 2.26 • ADD TO 15• CEILING JOISTS q.06 P5F => SAY'1.0 PSF COMPUTER ADDS MEMBER WEIGHTS AUTOMATICALLY USE 2/4PSF FOR CEILING JOISTS USE q40 P5F FOR SEISMIC LOAD GENERATION . ADD 8 PSF ADDITIONAL FOR FASCIA (APPLY OVER 25' PIIDTH) 7 1IN�. 'i_ -:- • ....r_.... .r-.. i' HORIZONTAL 1.3 x L0 x - I6:41 is .- t .0_G P UPLIFT =. O. x i.0 x -16, 4t76r _ x 4 - t 2. - P PARAPETS = 13 x 1.0 x 1(0, 496r x 1. 0L = SE I SI I G -- SOIL PROFILE TYPE*. S _ .._ ... THE RELIABILITY/RE )NPANGY • V = 0,34 x 1.0 x 25 x W = 0,40q W .. -. FACTOR "P" HAS BEEN TAKEN 2.2_ - A5 15 AND 15 APPLIED TO . _ ..._ ... _ _. _. _ ... - ... .. ...... _ _. _.. _ LOAD COMBINATION FACTORS.. NON BUILDING STRUCTURE TYPE 5................• - _. -• -. • . - . - ... ..... ROOF SNOW LOADS - - "• P 15 TAKEN AS 1.0 FOB? STORY DRIFT CALCULATIONS. 2'5 PSF Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE,SE GERALD MELE ..& ASSOCIATES; .INC. 7337 N. FIRST ST., SUITE 110 ... FRESNO.'CA 93720 ._(559) 435-1411 ._,FAX (559) 435-1169 : 14 LOAD APPLICATIONS JN_ (t4514_4. 1417 WO .. Z-Z DIRECTION . • UNIFORM LOADS TO CEILING JOISTS W=22.6P5Fx_.. __ Z 5 JOI5T5 X—X DIRECTION POINT LOAD TO ONE END OF EA. JOIST PI = 22.6 P5F x 3' x 6.333' = 42i* P2= P5Fx3'x6.15' - = • P3= /t PSFx3'x5.835' =v* SEISMIC (t0147 men) - Z—Z DIRECTION UNIFORM LOADS TO JOISTS.. W= 0.404i (32' x 4 P5F + 2 x 25' x 8P5F) - - -.. _._. . SJOISTS POINT LOAD •.TO ONE END OF- EA.JOIST F --= O'4Ei (2.5' )32' -x 8P5F)_ _ DIRECTION - �SJOISTS _ _.. . _. X—X =. _ _ --. >z CEILING JOISTS PI P2 P3 P2 PI I • �1 PI . P2 P3. P2 pl LUI p, 404 (6.333,c 4115F t 2..5 "x 8P5F + 6.333 x 2.5'k $PSi`fs2) = 33* it WJ2 _ n (6.75%c atf5F + (0.'75 x2.5',cSI F/32.) = 27a/� w3 _ 1e (5.033'491'`F + 6.e.33'K2.5K SP5Ffa2) GM GERALD MEL.E & ASSOCIATES, INC. 7337.N. FIRST St, SUITE 110 FRESNO, CA 93720 (559) 435-1411 . FAX (559) 435.1169 • Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE 51E15MIG (tIc14 u ) V = 0.3 ,c I.O,c 2.75 w — (9.275 U) Z Z D1Tfr1ON = 0 275 K 2.6,$ /, — 1$ ' 0.401 P = 0.275 S2 #" = 3V q` 0,4O ,c %3112i lON U), = D.275 K (6.333Ka Psis t 2.5 0.81 1= 6, 3331,c2, 5',cek;f48) 21. 5 491 11 ( 6.75'Icltr + 6.75 cc2, 5'it 81 I88') = 17*' '' A( 5. 033',c 41P5r + G. 635/x 2, 5'A ef5 r g0) GM GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE tG SNO1"I DRIFT AT PARAPET PER SECTION 1644 OF APPENDIX 16 • Pr = 25 P5F (PER BUILDING DEPARTMENT) Py = = 3 5. 715F D=0.13P9 +14=18(l' PGF hb = D — 1.34' ha=3'—I.34 I. OR hd = 0.43(50)+05.11. 10) - 15 = 2.62'. USE + h i = - x 2.62 = 1.31 (PER SEC. 16445) We = 4hd = 1. 31' lc '4 = 5.24. W =haxD= 24.495F 25424.4%P • 1.61' 6.24' 2.5' U5E 25 PSF UNIFORM SNOW DRIFT LOAD TO OUTERMOST JOISTS = %2s 5 24.x 24.4Zr' 6' ' POINT LOAD TO CANTILEVERED JOIST = (04.4 x TRIB. APPLIED AT 5 21' = 1. 75' 3 17 LOADS �no,g ,,mr,oi,,) CEILING DEAD LOADS BEAMS 1.25 PSF CEILING JOISTS 4 46 BRACES 0 30 CEILING 2 26 A -- COLUMNS 0.49 - ADD TO ALL JOISTS MISC. 0 25 4--- 9.01 PSF, SAY 9.0 PSF COMPUTER ADDS MEMBER WEIGHT AUTOMATICALLY FOR VERTICAL USE: 2.9 PSF FOR CEILING JOISTS ADD: 5 PSF FOR FASCIA (APPLY OVER FASCIA HT.-6" WIDTH) USE: 9 PSF FOR SEISMIC GM GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE �8 IBC WIND DESIGN WIND LOADS ON SOLID WALLS AND SIGNS ASCE 7-10 CHAPTER 29 FOR LATERAL UPLIFT FORCES ARE PER CHAPTER 27 FIGURES 27.4-4 & 27.4-7 F=gZGCfAf gZ=0.00256KzKztKdV2 Kz = 0.9 V = 110 MPH qz = 23.70 Kzt= 1.0 Kd= 0.85 G = 0.85 n1 = +/- 1.7Hz, therefore the canopy is rigid (Freq. performed on RISA) LATERAL LOADING Case A&B Case C CASE C APPLIES FOR A DIST. OF 2S, THEN Cf IS THE SAME AS CASE A&B Cf walls,Long'I = 1.85 2.45 (FIG. 29.4-1, B/s >= 32/3 = 10.7, s/h = 3/17.5 = 0.17,SOLID SIGN ABOVE GROUND LEVEL) Cf walls,Trans. = 1.93 2.55 (FIG. 29.4-1, B/s >= 120/3 = 40, s/h = 3/17.5 = 0.17,SOLID SIGN ABOVE GROUND LEVEL) LONGITUDINAL VERT. WIND PER FIG. 27.4-7, MEAN ROOF HT, h = 16' ROOF ANGLE = 0 CNW roof1 = CNW roof2 = CNW roof2 = -0.8 0.8 APPLY FOR A DISTANCE h FROM WINWARD EDGE, 16' -0.6 0.5 APPLY FOR A DISTANCE BETWEEN h&2h FROM WINWARD EDGE, 16' TO 32' -0.3 0.3 APPLY FOR A DISTANCE >2h FROM WINWARD EDGE, 32' TO END TRANSVERSE VERT. WIND PER FIG. 27.4-4, MEAN ROOF HT, h = 16' ROOF ANGLE = 0 CNW roof1 = CNW roof2 = -1.1 1.2 APPLY ON WINDWARD 1/2 THE CANOPY WIDTH, 16' -0.1 0.3 APPLY ON LEEWARD 1/2 THE CANOPY WIDTH, 16' COMPONENT AND CLADDING FOR JOIST DESIGN, FIG. 30.8-2 CN = 1.2 DOWNWARD FOR ALL JOISTS SINCE TRIB. EXCEEDS 4a2 LATERAL LOADING RESULTS Pressure = Case A&B Case C CASE C APPLIES FOR A DIST. OF 2S, THEN Cf IS THE SAME AS CASE A&B F walls = 37.3 49.3 PSF Longitudinal F walls = 38.9 51.4 PSF Transverse LONGITUDINAL UPLIFT RESULTS F roof1 = F roof2 = F roof3 = -16.1 PSF 16.1 PSF Vertical for first 16' -12.1 PSF 10.1 PSF Vertical from 16' to 32' -6.0 PSF 6.0 PSF Vertical from 32' to end of canopy TRANSVERSE UPLIFT RESULTS F 1 = -22.2 PSF F2= -2.O PSF 24.2 PSF Vertical for windward half 6.0 PSF Vertical for leeward half 1.8 ceiling 1.5 parapet COMPONENT AND CLADDING RESULTS F = 24.2 PSF joists 36.3 PSF ceiling 35.5 PSF parapet G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST St, SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE tg IBC SEISMIC Ss = 1.431 S1 = 0.533 SITE CLASS = Fa = F„ = SMS = SM1 = 1 1.5 1.431 0.800 (= Fa x Ss) (= Fv x Si) DESIGN SPECTRAL RESPONSE ACCELERATION SDs = 0.954 (= 2/3SMS) SD1 = 0.533 (= 2/3SM1) SEISMIC DESIGN CATEGORY = D USE EQUIVALENT LATERAL FORCE PROCEDURE, SECTION 12.8 OF ASCE 7-10, V=CsW Cs = SDs/(R/I) RX-X = 1.25 RZ-Z = 3.50 IE = 1.00 Cs = CS MIN. = CS MIN. = CS MAX. = V 0.763 FOR LONG'L (X-X) DIRECTION 0.273 FOR TRANS. (Z-Z) DIRECTION 0.010 X-X DIR (=0.01 IF S1<0.6, ELSE Cs = 0.5S1/(R/I)) 0.010 Z-Z DIR 1.466 FOR LONG'L (X-X) DIRECTION (HT = 17.5 USED FOR CALC. OF 'T) 0.523 FOR TRANS. (Z-Z) DIRECTION (HT. = 17.5 USED FOR CALC. OF "T") (= SD1/((R/I)xT) (ACTUAL "T" +/- 0.588 PER RISA) 0.763 FOR LONGITUDINAL (X-X) DIRECTION (NOTE: RHO = 1.0 FOR 0.273 FOR TRANSVERSE (Z-Z) DIRECTION DESIGN CATEGORY A,B, OR C PER SECTION 12.3.4.1) G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE w LOAD APPLICATIONS INPUT Wind Long'I Case A&B = Wind Transv. Case A&B = Wind Long'I Vert. 1 = Wind Long'I Vert. 2 = Wind Long'I Vert. 3 = Seismic Coefficient (Z-Z) = Seismic Coefficient (X-X) = Ceiling D = Fascia D = Fascia Ht. = WIND 37.26 Wind Long'I Case C = 38.87 Wind Transv. Case C = -16.11 16.11 Wind Transv. Vert. 1 = -12.09 10.07 Wind Transv. Vert. 2 = -6.04 6.04 Wind Comp. & Cladding = 0.273 Trib. Width 1 = 0.763 Trib. Width 2 = 2.9 Trib. Width 3 = 5.0 Canopy Width = 3.00 Canopy Length (non -future) = Canopy Length (future) TRANSVERSE (Z-Z) DIRECTION UNIFORM LOAD TO EACH JOIST W = WIND PRESSURE x FASCIA HT./5 W CaseA&B = 23.3 PLF W Case C = 30.8 PLF WC- WAS,B = 7.5 PLF LONG'L WIND VERTICAL DIR. - 1 (first 16') UNIFORM LOAD TO EACH JOIST W = WIND UPLIFT PRESSURE x TRIB. WIDTH W1 = W2 = W3 = -88.6 88.6 PLF -96.7 96.7 PLF - 88.6 88.6 PLF LONG'L WIND VERTICAL DIR. - 3 (32' to end) UNIFORM LOAD TO EACH JOIST W = WIND UPLIFT PRESSURE x TRIB. WIDTH W1 = W2 = W3 = - 33.2 33.2 PLF -36.3 36.3 PLF -33.2 33.2 PLF COLUMN WRAP WIND WLONG'L = WTRANS. = 99.5 PLF 103.8 PLF LONGITUDINAL (X-X) DIRECTION POINT LOAD AT END OF JOISTS P = WIND PRESSURE x TRIB. WIDTH x FASCIA HT. Case A&B Case C P1 = 615 814 LBS 49.35 51.36 -22.16 -2.01 24.17 5.50 6.00 5.50 29.00 88.00 0.00 P2 = 671 888 LBS P3 = 615 814 LBS LONG'L WIND VERTICAL DIR. - 2 (16' To 32) UNIFORM LOAD TO EACH JOIST W = WIND UPLIFT PRESSURE x TRIB. WIDTH W1 = W2 = W3 = - 66.5 55.4 PLF -72.5 60.4 PLF - 66.5 55.4 PLF TRANSV. WIND VERTICAL UNIFORM LOAD TO EACH JOIST W = WIND UPLIFT PRESSURE x TRIB. WIDTH W1 = W2 = W3 24.2 6.0 -121.9 132.9 1st joist to windward side -132.9 145.0 2nd joist 66.5 83.1 3i d joist 4 W5 - -11.1 .w..i 'u i wIa, 33.2 5th joisfte leeward aide COMPONENT AND CLADDING F = 24.2 PSF joists G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE SEISMIC TRANSVERSE (Z-Z) DIRECTION UNIFORM LOAD TO EACH JOIST W = SEISMIC COEF. x (WIDTH x CEILING DL + 2 x (FASCIA HT.-.5') x FASCIA DL)/5 W = 15.6 PLF POINT LOAD TO END OF EACH JOIST P = SEISMIC COEF. X (WIDTH x (FASCIA HT. - .5') x FASCIA DL)/5 P = 20 LBS LONGITUDINAL (X-X) DIRECTION POINT LOAD TO EACH END OF EACH JOIST P1 = SEISMIC COEF. X (TRIB. W1 x LENGTH x CEILING DL + x FASCIA DL x LENGTH + 2 x (FASCIA HT- P2 = P3 = SEISMIC COEF. X (TRIB. WX x LENGTH x CEILING TRIB. WX x FASCIA DL)/2 CANOPY WITH FUTURE BAY P1 = N.A. P2 = N.A. P3 = N.A. CANOPY WITHOUT FUTURE BAY P1 = 2134 LBS P2 = 1871 LBS P3 = 1715 LBS (FASCIA HT.-.5') .5') x TRIB. W1 x FASCIA DL)/2 DL + 2 x (FASCIA HT. -.5') x GIVI GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST St, SUITE 110 FRESNO, CA93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE DEAD LOADS UNIFORM LOAD TO EACH JOIST WI = 28.5 PLF W2 = 17.4 PLF W3 = 16.0 PLF CEILING LOAD PLUS FASCIA CEILING LOAD ONLY CEILING LOAD ONLY POINT LOAD TO END OF JOISTS DUE TO FASCIA PI= 69LBS P2 = 75 LBS P3 = 69 LBS LIVE LOADS UNIFORM LOAD TO EACH JOIST WI = 110 PLF W2 = 120 PLF W3 = 110 PLF GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE IBC SNOW LOAD AND DRIFT AT THE PARAPET DESIGN PER ASCE 7-10 SECTION 7.3 ROOF SNOW GROUND SNOW = 33.1 PSF Pf=0.7XCeXCtXIXPg Ce= 0.9 Ct = 1.2 I = 1.0 Pt = 25.0 PSF P f,min. = 20.0 PSF FOR FLAT ROOFS Pf, min = Pg IF Pg </= 20PSF DRIFT FASCIA HT. = 2.5 FT CANOPY LENGTH = 88 FT CANOPY WIDTH = 29 FT y = 0.13 x Pg + 14 = 18.303 PCF hb = Pf /y = 1.37 FT hb = FASCIA proj. - hb 1.13 FT hd = (0.43 x I„v3 x (Pg+10)1/4 - 1.5) x 0.75, 0.75hd PER SEC. 7.8 hd long walls = 1.13 FT hd short walls = 1.13 FT W long walls = 7.06 FT W short walls = 9.06 FT DRIFT long walls = 21 PSF =hxD OR 73 PLF =1/2xDRIFTxw DRIFT short walls = 21 PSF =hxD OR 94 PLF=1/2xDRIFTxW G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE 21- SNOW LOADS UNIFORM LOAD TO EACH JOIST Full Snow 1/2 Snow W 1 = 211 PLF UNIFORM SNOW PLUS DRIFT 69 PLF Does not include drift W2 = 150 PLF UNIFORM SNOW 75 PLF W3 = 138 PLF UNIFORM SNOW 69 PLF POINT LOAD TO END OF JOISTS DUE TO SNOW DRIFT P1 = 0 LBS SIDE WALL DRIFT EXTENDS PAST FIRST JOIST P2 = 564 LBS P3 = 517 LBS G GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE 2. 0)) IFape Ar AW IF F F,E .RI F Imo. .F F F F F F a KW Ili AW MEWF :1A L oF .r _F LG. !7 L` AEG LW Am,ALF �. F Loads: BLC 1, Existing D Jan 3, 2014 at 8:44 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates CO Fri �i 'AP)!r FC•i F Ti'`..,�i Fei F.mILF me.�i i AlLLG AIF I MEW Mk' tT Il&C �F riri'�F Fre F Fri `" i'167.,,,��: �I E/ �Frit � F.. /'�/F Aim�I IMF FOTO r.F Loads: BLC 2, Existing Lr/S Jan 3, 2014 at 8:44 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w m 7 ATA X N • • w toner �_ .�,� tom: Ataer _�_. �_ eomw �I Loads: BLC 3, Existing Wind Uplift Jan 3, 2014 at 8:44 AM Tukwila Expansion final with original EX Toads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates 7.4 x r N RA VAV Loads: BLC 4, Existing WZ Jan 3, 2014 at 8:44 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w m '4 } .A. N Jan 3, 2014 at 8:44 AM Tukwila Expansion final with original EX Toads o... Loads: BLC 5, Existing WX Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates W m w Loads: BLC 6, Existing EZ Jan 3, 2014 at 8:44 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w co m ?1 >- .-. Tar N N Loads: BLC 7, Existing EX Jan 3, 2014 at 8:45 AM Tukwila Expansion final with original EX Toads o... Costco Gas Station Canopy - Tukwila, WA a o 0 o6 71) cp (9 W vAY x N Loads: BLC 9, New D Jan 3, 2014 at 8:45 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w m m VI Loads: BLC 10, New Lr/S Jan 3, 2014 at 8:45 AM Tukwila Expansion final with original EX Toads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates W co m Loads: BLC 11, New WZ1 Jan 3, 2014 at 8:45 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w co m Loads: BLC 12, New WZ2 Jan 3, 2014 at 8:45 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates W m o Loads: BLC 13, New WX1 Jan 3, 2014 at 8:46 AM Tukwila Expansion final with original EX Toads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w m 5 co co o Loads: BLC 14, New WX2 Jan 3, 2014 at 8:46 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates co co co Loads: BLC 15, New EZ Jan 3, 2014 at 8:46 AM Tukwila Expansion final with original EX Toads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates W co m 14 .A. x N N Loads: BLC 16, New EX Jan 3, 2014 at 8:46 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w m AN AN A) IF M MN INN EAM ILW Ark E AF / ti �." Ei Ei 1F �I,EI MI E' /F Ei Iti � E E' AN, MN IN Iif Lf' �[• t�• �.il.Li F �F ice. LZ �� E, !i � N* ti-:,� . 7,,_.....,. EE• �i rE IF AM'E• r, t, �cIMILT*E w� E Mt AN AN MIN SEE •lc �I ��IE .ts� Mr S� M. Mr/r .1F 1<I� to Is• I E' AN ANN Mr L[• E' E. /I.=i fie.- Ei I� i I� Ai ANI!V te, 1rs,`Ei Ailrev �{' �� / t� �� Mf Mt" Ski / r �F s/. Ei �iC-ir ,,'��� Air a, AN MN �� F �� tip �_G AM APIP MN Ai MG, ..--.,or„,�' BSI Akyam APIV /•MMG, aim, ARV -E• �I Ei 16 1i E Al �F .YF F /' -Yi Ati Ei `tom♦ �, m r 1IEI-` EI E E F �,. i� t Ei AY Ai I .w? La E'�i.s ' F ;i is E �, - ��F API - �c�-� ter. A* ___, �� �I w!+ mit EI �sIAA MIEN E O w / !mi !• _� E •../ �fr �II F O E• /i E / E / mb IF / At E LO K } N ALTA .A. 0) O O Loads: BLC 17, Unbal Lr Span Jan 3, 2014 at 8:46 AM Tukwila Expansion final with original EX loads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates W m 4 It MEM, w R. 11M-4w w Ir. w w w w ; w w !• w r w r•,at w • Affiti w Ila'rit �'� ! !' r It w 71 It w w '�-� 1i-�w ��` iri BP R� !% r II w ItIt It It r.+ Ei • r It at a R' w �� t w, It7 Aw It It Itw E'E. fe It w ��� w w w + w �� 11 II w It It iw ac is w iIt It �:. ar:III ' !w w !w w F ~ a It w �. w Ei w w LZc w w. !� w w� w it i It It E w �-ay tr, w "; E I w all a E, w w w w �' A` It w It wMEV It It Aw !GI It It It AI It i wF i It It ,....7.. w It II It It w wF'I w" a It wIt *We SF R L,•: mto E. AIM INF ems. -. �i attac 4mum o 0 Loads: BLC 18, Unbal Lr Cantilever Jan 3, 2014 at 8:46 AM Tukwila Expansion final with original EX Toads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates W m NL'5E /\4t2 t7Sk4 Jan 3, 2014 at 8:49 AM Tukwila Expansion final with original EX Toads Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w x N Jan 3, 2014 at 8:49 AM Tukwila Expansion final with original EX Toads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w co m 44 Jan 3, 2014 at 8:49 AM Tukwila Expansion final with original EX Toads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w m Air AMA vik x N Jan 3, 2014 at 8:49 AM Tukwila Expansion final with original EX Toads o... Costco Gas Station Canopy - Tukwila, WA Gerald Mele & Associates w co m 44 w..r. Tr maw fri Tot 10•0111.1.11.11 WIN v w • Figas,TI �:� —. ' ouu 8uueeui5ue • Clo f bnJ4suoa NddS 3 NOI9NIH6VM V71M,Y11 NOLLIOW NOLLV16 6V9 71V971014.1 001600 iNIiOSIF i N am 04 'nanom • rom min. 0 11 ♦11 0 11 LL ---if -1- - 4 it 4-4 1 1 1.1111 MANE LYY.Pocu AM. vcc {Ma Ors O 6/a UMW J 43 Alf i ..K AN. AWN AAY 47 rww. u m▪ p h MON IN COPP • F..'.�i .mow •s�1m... • u• uol;3n,jsuoQ NddS 3 NOI.NINSYM'V91M*U. NOIGNVaDCH NOLLVIG 5V9 3145WIO41 OOl5O7 ...I 7l WIDOW, mi MOD 0 ajai 9N'10I.0130iI/ •.77 Ol.fa w 11 ill 11 II 1 31 11 Oh I iiii !! 11 11 I gt1giiii !I 111 Orm'crA iz 111 L 111 V w U a) t U N >. a) c E O a) C v45m a)a�i Fa5— co m y C N C O C '= tO O O U C L, N 'dC m 3 E C 0 N N a) Iii U -c. "13 O C n 3 c a) aa) a) a) O m - (n . m m ° �r E E .� m U U a) a) O .0 U 'd N E C o a, m a) a) o m O O C C •y Z U m 2 O O 2 U = CO C C = U C. C O O a) 'O i- o m N C E m (n 9 E c V) O a)C. 2 d •_ 2 C CO> C O v) X mEymcga) D O).0 O -co— U L t LN.. C E2 — O .X O = O co .. a) -p • •C3 O m a) a) 'O N w a) co L m 0) i_ N .L. l a) a) C L N\o.O U... OI.• o m U) O Om •C N O C N��-om m m C C 0 F66 o 0 m) O N "m N E m 0• w— co -cO cp S.cN9 p C N ~ a) E ci)-c0 o 0 3-8_ Q m It Ca) 'O U m X C ,_ X O m c> O O O a) C .0 (0 m a) o N a) .§ N et,O .CO3E`Cr+. M •p N m a) m C O 1- N .0 .0 O O c N O Er. .c co r. o N.L co E-- `41 0..0_.. 7-(N°U NNE>,,..9 •.. C o N a) CO U V 0, co o � U U U U U U a) a) a) a) a) a) a) 0 0 0 0 0 0 0 C C C C C C C C c O O O O O O O O O 5 '3 055"0-0'V '0 V m m CO 0 m m m CO CO L L .0 t L .0 .0 L L 3 3 .3 3 3 30 0 30 0 30 0 00 00 00 03 CO CO CO CO CO CU v v m v v 0 v v a) (1) a) a) a) a) a) il2 ED. a) a) 0 0 Load Comparisons % Increase -20.773 M .a: N N M O -39.765 -55.098 5.066 1.318 -41.822 6.037 a- c.;O U) 4.082 1~ r w/o addition 0.905 0.851 co O d 0.898 0.85 0.952 G O 0.454 co O 0.428 0.381 0.446 N Cfl d 0.539 0.638 w/ addition 0.717 CO O 0.769 0.536 0.512 0.532 0) N O 0.477 0.538 0.249 0.404 0.459 NLOCCCO 0 0 D 0 1 Member Size LC) CO oa0Cr) 0 0 2 LC) ODD m m 2 LC) CO 0 m 2 LO 000 00cD m 0 = LC) CO X m m 2 HSS8x8x5 X et ,- W14x43 1 W14x43 W14x43 W14x43 W14x43 W14x43 W14x43 I EB3A I W14x43 Member Label EC1A EC2A EC3A MI W EC2B EC3B OM W W EB1A EB2C m W N W EB3C EB3B 44 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Global Display Sections for Member Calcs 3 Max Internal Sections for Member Calcs" 19 Include Shear Deformation? Yes Include Warping? Trans Load Btwn Intersecting Wood Wall? Yes Yes Increase Nailing`. Capacity for Wind?,, Area Load Mesh (in^2) Yes 144 Merge Tolerance (in) .12 P-Delta Analysis Tolerance 0.50% Include P-Delta for Walls? r: Yes Automaticly Iterate Stiffness for Walls? Yes Maximum Iteration Number for Wall Stiffnes si Gravity Acceleration (ft/secA2) Walt MeshSize'(in) Eigensolution Convergence Tol. (1.E-) Vertical Axi 32.2 12 4 Y Global Member Orientation Plane XZ Static Solver....' Dynamic Solver ''Standard Skyline Accelerated Solver Hot Rolled Steel Code Adjust Stiffness?::'.:. RISAConnection Code Cold Formed Steel Code AISC 13th(360-05): ASD Yes(lterative) `, AISC 13th(360-05): ASD AISI 1999: ASD. Wood Code AF&PA NDS-97: ASD Wood Temperature Concrete Code 100E ACI 318-99 Masonry Code Aluminum Code ACI 530-08: ASD AAADMI-05: ASD - Building Number of Shear Regions Region Spacing increMentlin):1d4 Biaxial Column Method 4 4 PCA Load Contour Panne Beta Factor (PCA) Concrete Stress Block Use Cracked Sections? Rectangular Yes_ Bad Framing Warnings? Unused Force Warnings?' Min 1 Bar Diam. Spacing? No "Yes No Concrete Rebar REBAR SET = ASTMA615 %. Min % Steel for Column 1 Max % Steel for Column 8 RISA-3D Version 10.0.0 [J:\...\...1...\...\...\Tukwila Expansion final with original EX loads on existing and 61?a3gecblumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Global, Continued Seismic Code ASCE 7-05 Seismic Base Elevation (ft) Add Base Weight? Not Entered No CtZ 035 Ct X .035 Not :Entered ` T X (sec) Not Entered R Z. . 8.5 RX 8.5 Ct. Exp. Z Ct Exp. X .75 SDI SDS 1 S1 1 TL (sec) Occupancy Cat. Seismic Detailing Code OmZ Not Entered l or 11 ASCE 7-05 Om X 1 Rho Z • Rho X 1 Hot Rolled Steel Section Sets 1 Label E Strut Shape HSS2x2x3 Type HBrace Design List Material Design Ru es A [in2] lyy [in4] la [m4] J [in4] Tube A500B RuleSet2 1.19 .641 .641 1.09 2 E Brace - HSS2x2x3' HBrace Tube A500B'> RuleSet2 .641 • 1�09 3 4 5 7 8 9 E JOIST E BEAM E Column N Column N Beam N=Joist N Strut W12x30 W 14x43 HSS8x8x5 HSS12x12x8 W14x43 W 12x30 HSS2.5x2.5x3 Beam Beam Column Column Beam Beam'. - HBrace Wide Flange Wide Flange Tube Tube Wide Flange Wide Flange Tube A36 A36, A500B A500B A992 A992 A500B RuleSet3 RuleSet4 _`. RuleSet5 • RuleSet5 RuleSet5 RuleSet5.' RuleSet5 8.79 12.6 8.76 20.9`'-. 12.6 8.79 1.54 20.3 .45.2 85.6 457 . 45.2 20.3 1.35 238 428 85.6 457.: 428 238: 1.35 .457 105 136 728 1.05 :457 :. 2.25 Hot Rolled Steel Properties Rv Rt 1 A57250 29000 11154 .3 .65 .49 50 1.1 58 1.2 A500B ':` '29000 . .::11154"::; ' .'49 46 . 12 .. 58 ... ,.-11 �'. 3 A36 29000 11154 .3 .65 .49 36 1.5 58 1.2 4' A992 .. '. , 29000 ...-':'''':11154 ;•; . Z,L65 .•. .49 50 .' 1 1 ,,.58:7:- ', 1 2 _.. Joint Coordinates and Temperatures 1 Label EB1 X [ft] 12 Y [ft] 0 Z [ft] 6.5 Temp [F] Detach From Diap 0 EB3 44 0 6.5:. 3 EB5 76 0 6.5 0 4. EB2 'f 12 0' 0 5 EB4 44 0 20.5 0 6 EB6 ;76 0 20.5,. 0 7 1A 0 17 0 0 8:, 1B 12' 17 9 "''10 1C 1D 22.666 33.333 17 1 0 0 • 0 0 11 1E 44 17 0 0 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and 6R»ge 2 lumns.r3 ca Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Joint Coordinates and Temperatures (Continued) 12 13 Label '1 X fftl Y fftl 54.667 17 Z fftl 0 Tem afF1 0 Detach From Dia 0 1G 65.333 17 0 0 14 15 6 1 76: 1 0 1J 88 17 0 0 7 0 17 ET3 44 17 6.5 0 18;. 19 5 76 '17 6 2A 0 17 7.833 0 20 21 2 12 17 7.833 0. 2C 22.666 17 7.833 0 22.. 23 2 33.333 1 7.833 0 24t 25 2E 44 17 7.833 0 2F 54.667 1 7.833 :0 2G 65.333 17 7.833 0 26. 27 2H 76 1 -x!7:833 2J 88 17 7.833 0 28: 29 A:. 13.5 0 3B 12 17 13.5 0 30 31 22.666 13:5 3D 33.333 17 13.5 0 32; 33 3E 44"< 17' 13.5 3F 54.667 17 13.5 0 34 35 36 37 3 65.333 17 13.5 0 3H 76 17 13.5 0 88": 13.5" 0 ET2 12 17 20.5 0 38 39 ET4 17 ..: -20.5 0 ET6 76 17 20.5 0 40; 41 4A. 0' 1 4B 12 17 19.167 0 42 4C 22.666 1 43 '44 4D 33.333 17 19.167 0 4E...: 17 `19:167 r: 0,y 45 4F 54.667 17 19.167 0 46? 47 4G 65.333 17- 19.167,1" 4H 76 17 19.167 0 ":48 49 50 51 4J.. 88: 19:167 0 5A 0 17 27 0 5B 27 0r. 5C 22.666 17 27 0 `52 53 D ',33.333 17 7 " y 0' 5E 44 17 27 0 54 .. 55 54.667 17 27' 0=. 5G 65.333 17 27 0 5 76 .. . 1 2 0 57 5J 88 17 27 0 58,,. 59 '60 `- 61 EB7 0 6.5."-,- 0 EB8 :'11 108 '86.666 0 20.5 0 0 0. 1K 97.333 17 0 0 2- 63 L 108 17`"- 0 0 1M 120 17 0 0 64: . 65 66 • 67 68; 17 0 21 2K 86.666 97333 17 7.833 '":7.833 0 0 2L M :> 108 120.:. 17 17. 7.833 7:833 0 0 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and 61cblumns.r2 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Joint Coordinates and Temperatures (Continued) 69 Label X [ft] Y 31 86.666 [ft] 17 Eft] 13.5 Temp [F] Detach From Di 0 ap... 7 '3K 97:333 1 13.5 0 71 3L 108 17 13.5 0 72 3M 120 .. 17 13.5:: 73 41 86.666 17 19.167 0 74; 4K 97.333 17 19167 75 4L 108 17 19.167 0 76 4M 120`" 17 19.167 0 77 ET8 108 17 20.5 0 78 5[ 86.666 17 27 0 79 80` 5K SL: 97.333 108 17 17 27 0 0 81 5M 120 17 27 0 82.: NB6:: 7 0 49 0 83 NT6 76 17 49 0 84 8H. 17;, 44 0` 85 81 88 17 44 0 86 7H t-76 1 38 0 87 71 88 17 38 0 6H .. 76' 17 32.: 0 89 61 88 17 32 0 90:: �44 . 0 49 0 91 NT4 44 17 49 0 92 .. 8E 44'. 1 44' 0 93 8F 54.666 17 44 0 94 65.333 17 0 95 7E 44 17 38 0 96 7F 54.666 1 8 0 97 7G 65.333 17 38 0 98 6E .17 32 0 99 6F 54.666 17 32 0 100 6G 65.333 17 '. 32 0 101 NB2 12 0 49 0 102 NT2 1 17 49 0'. 103 8B 12 17 44 0 104 8C 22.666 17 "... 44 0 105 8D 33.333 17 44 0 106 7B 12'' 17 38- 0 107 7C 22.666 17 38 0 .108: .7D .r33.333 17• 38.::: 109 6B 12 17 32 0 110'. 6C 22666 .17 32 111 6D 33.333 17 32 0 8A" .001 :17 44':` 0 113 7A .001 17 38 0 114 .001 7. 0 115 10H 76 17 56 0 116 10[ 8 =:17:;. 56 0. 117 10E 44 17 56 0 118 :.54:666 5 0 119 10G 65.333 17 56 0 1120: 10B 12 17' 121 10C 22.666 17 56 0 122 10D 33.333 17 56 123 10A .001 17 56 0 .124: 9 76 17 s 5 125 91 88 17 50 0 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and 6131rjeatiolumns.r3 472 Company Designer Job Number : Gerald Mele & Associates : BSE Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Joint Coordinates and Temperatures (Continued) 126 127 Label 9E 9F X Ift1 44 54.666 Y Iftl 17 17 Z Iftl 50 50 Tem 0 IFi 0 0 Detach From Diao... I 128 129 130 131 G. 65333 5 0 9B 12 17 50 0 9C 22 666 : 7 501: 0 9D 33.333 17 50 0 132 9A' .001 `1 50 0 133 NB5 76 0 35.75 0 134 NT5 76> 17 -. 35.75 ,0 -. 135 NB3 44 0 35.75 0 136 NT3 44 17' 35.75 0" 137 NB1 12 0 35.75 0 138 NT1 • 1 17 35.75 0 .! Member Primary Data 1 Label EC1A I Joint J Joint EB1 ET1 K Joint Rotate(dea) Section/Shape Type 90 E Column Column Design List Material Design Rules Tube A500B RuleSet5 <2 "< 3 .4 5 6 7 „8 9 'EC2A 10 11 12 13 14 15 16" 17 18 19 20 21 22 23 . 24. 25 26 27 28: 29 30 31 32 33 34 35 36 37 38 39 EC3A EC1 B r " EC2B EC3B = EB1C EB1B EB1A EB2C EB2B EB2A-:.,. EB3C EB3B EB3A EJ1A EJ 1 B EJ1 C EJ 1 D EJ2A''' EJ2B EJ2C EJ2D EJ3A EJ3B EJ3C r EJ3D EJ4A EJ4B EJ4C : EJ4D EJ5B EJ5C EJSD ES1 ES2 ES3 ES4 EB3 ;. EB5 EB2 EB4 EB6 5B .ET1 ET1 5E ET3 ET3 5H ET5 ET5 1 1B IE 1H 2A 2B E 2H 3A 3B 3E. 3H 4A 4B 4E 4H 5 5B 5E 5H 1C 1D 1G ET3 ET5 ET2 ET4 ET6'- ET2 ET2' 1B ET4 1 ET6 ET6! 1H 1B 1E 1 1J 2B, 2E 2 2J 3 3E 3H 3J 4B 4E 4J 5E 5H 5J 5C 5D 5 5G 90 90 90 90 0 E Column ': E Column t;olumn E Column EColumn " E BEAM E BEAM E BEAM E BEAM E BEAM E BEAM' E BEAM E BEAM: ` E BEAM E'JOIST E JOIST E JOIST` E JOIST E'JOIST E JOIST E'JOIST :_- E JOIST E'JOIST... E JOIST EJOIST- E JOIST E'JOIST E JOIST E'JOIST .. E JOIST E`JOIST E JOIST E JOIST E JOIST E Strut E Strut E Strut E Strut Column Column ;otumn Column Column Beam Beam Beam Beam Beam Beam Beam Beam' " Beam eam Beam Beam Beam Beam' Beam Beam Beam ' Beam Beam Beam Beam 'Beam - Beam Beam Beam Beam Beam Beam. Beam HBrace HBrace HBrace HBrace Tube Tube Tube Tube Tube Wide Flange Wide Flange Wide Flanae Wide Flange Wide Flange Wide Flange Wide Flanae Wide Flange Wide Flanae Wide Flange Wide Flanae Wide Flange Wide Flanae Wide Flange Wide Flanae Wide Flange Wide Flange Wide Flange Wide Flanae Wide Flange Wide Flanae Wide Flange Wide Flange Wide Flange Wide Flanae Wide Flange Wide Flanae Wide Flange Wide Flange Tube Tube Tube Tube A500B A500B A500B. A500B A500B A36 A36 A36 -A36: A36 A36 `. A36 A36 A36 A36 A36 A36 A36 'A36 A36 =`A36 • A36 A36 A36 A36 A36 A36 A36 A36 A36 A36 A36 :A500B A500B A500B A500B RuleSet5 RuleSet5 RuleSet5 RuleSet5 'RuleSet5-' RuleSet4 RuleSet4 RuleSet4 RuleSet4 RuleSet4 RuleSet4'' RuleSet4 RuleSet4 RuleSet4 RuleSet3 RuleSet3 RuleSet3 !' RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet3 RuleSet2 �+ RuleSet2 • RuleSet2 RuleSet2 RuleSet2' 40 ED1` 3B • 2C E Brace y. HBrace Tube' 'A500B • RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and 6lgec5Dlumns.r �4- Company : Gerald Mele & Associates Designer : BSE Job Number Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Member Primary Data (Continued) 41 Labe ED2 I Joint J Joint 2C 3D K Joint Rotate(dec) Section/Shape Type Design List Material Design Rules E Brace HBrace Tube A500B RuleSet2 42 'ED3 3 2E-` E Brace t-ll race Tube A500B RuleSet2 43 ED4 2E 3F E Brace HBrace Tube A500B RuleSet2 ED5 3F 2G . ,. HBrace Tube A500B RuleSet2 .. 45 ED6 2G 3H E Brace HBrace Tube A500B RuleSet2 4 EC4A ' =. EB7 ET7 90 E''Column' Column Tube A500B RuleSet5` 47 EC4B EB8 ET8 90 E Column Column Tube A500B RuleSet5 48 49 EJ 1 E. EJ2E 1L 2L 2M E JOIST E JOIST Beam Beam Wide Flange Wide Flange A36 A36 RuleSet3 RuleSet3 50" 51 52. 53 EJ3E EJ4E EJ5E ES5 3L 4L L " 11 '3M, 4M 5M 51 E JOIST E JOIST E JOIST' E Strut Beam Beam Beam HBrace Wide Flange Wide Flange Wide Flange Tube A36 - A36 =A36 A500B RuleSet3 RuleSet3 RuleSet3 RuleSet2 54 ES6 1K 5 E'Strut Brace. TUbelint A500B RuleSet2 55 ED7 3H 21 E Brace HBrace Tube A500B RuleSet2 56' ' ED8 21 ":3KPifi E°Brace HBrace ube` '-A500B RuleSet2 57 ED9 3K 2L E Brace HBrace Tube A500B RuleSet2 58 59 60', 61 EB4A EB4B EB4C NC6 1L ET7 >ETS NB6 ET7 ET8 5L • NT6 90 E'BEAM E BEAM E BEAM N Column Beam Beam Beam,. Column Wide Flange Wide Flange Wide Flange Tube A36 A36 A36 A500B RuleSet4 RuleSet4 RuleSet4 RuleSet5 62: 63 64 65 NJ3D NJ2D NJ1D e. NB3A 8 7H 6H NT6 81 71 61 5H N Joist N Joist N Joist N Beam Beam Beam Beam Beam Wide Flange Wide Flange Wide Flange Wide Flange A992 A992 A992 A992 ''RuleSet5, RuleSet5 RuleSet5 RuleSet5 66 N( NB4 NT4 90 N Columns: Column Tube A500B 'RuleSet5 67 68 69 NJ3C NJ2C NJ1C 8E 7E 6E 8H 7H 6H N Joist N Joist N Joist Beam Beam Beam Wide Flange Wide Flange Wide Flange A992 A992 A992 RuleSet5 RuleSet5 RuleSet5 70". NS3 6 10F. N Strut HBrace Tube A500B".I. RuleSet5 71 NS4 6G 10G N Strut HBrace Tube A500B RuleSet5 72.' ND3. 8 7F N'Strut HBrace A500B:: RuleSet5 73 N D4 7G 8H N Strut HBrace Tube A500B RuleSet5 74 75 NB2A NC2 NT4 NB2 5E NT2 90 N Beam N Column Beam Column Wide Flange Tube A992 A500B RuleSet5 76 77 78 79 NJ3B NJ2B NJ16 `NS2 8 7B 6 6D 7E 6E 10D N Joist N Joist N Joist N Strut Beam Beam Beam HBrace Wide Flange Wide Flange Wide Flange Tube ':A992 A992 A992. A500B 80.,. ND1 8B 7C N Strut .HBrace TUbe.14 A500B 81 82 83 ND2 NB1A NS1 7D NT2 6C 8E B' 10C N Strut N N Strut HBrace Beam HBrace Tube Wide Flange Tube A500B A992 A500B RuleSet5 85 86 87 NJ3A ``• NJ2A NJ5D 7A 6 10H 8B 7B 101 N Joist y " N Joist N Joist N Joist Beam t Beam Beam Beam Wide Flange Wide Flange Wide Flange Wide Flange A992 A992 A992 A992 RuleSet5 `88 89 'NJSC NJ5B 10E" 10B 10H` 10E N Joist N Joist beam Beam Wide Flange Wide Flange A992 A992 -90 91 92 93 94 95 NJSA NB1B NB2B NB3B M94 M95 10A' 10B 10 E r 10H 1J 2J 10B NT2 NT4 NT6 2L N: Joist N Beam N Beam'`; N Beam EJOIST E JOIST Beam Beam Beam Beam Beam Beam Wide Flange Wide Flange Wide Flange Wide Flange Wide Flange Wide Flange A992 A992 A992` - A992 A36 A36 96 97 M96 M97 3J 4J 3L 4L E JOIST E JOIST Beam Beam Wide Flange Wide Flange A36 A36 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and 6litegedblumns.r3 Company Designer Job Number : Gerald Mele & Associates : BSE Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Member Primary Data (Continued) 98 99 `100 101 102 103 Label I Joint J Joint K Joint Rotate(dea Section/Shane M98 NJ4D NJ4C NJ4B NJ4A 104 105 NC5 NC3 NC1 5J. 9H 9E 9B 9A N B5 NB3 NB1 5L::, 91 9E 9B NT5 NT1 90 90 _. 90 E'JOIST' N Joist N Joist'. N Joist N Joist N Column N Colurrin>: N Column Type Design List Material Desian Rules Beam Beam Beam Beam Beam Column Column Column Wide Flange Wide Flange Wide Flange Wide Flange Wide Flange Tube Tube Tube A36 A992 A992: A992 `A992 A500B A500B. A500B RuleSet3 RuleSet5 RuleSet5 RuleSet5 RuleSet5 RuleSet5 RuleSet5 RuleSet5 Member Advanced Data 1 2 3 4 Label I Release EC1A EC2A 5 EC3A EC1B 7 9 EC2B EC3B J Release OOOOXO OOOOXo' OOOOXO I Offset(ipl J Offset[in] T/C Only Physical TO M Inactive Seismic Design .. None None OOOOXO OOOOXO EB1C OOOOXO None None None None None EB1B.; 10 11 EB1A None None EB2C 12 13 14..; 15 EB2B Yes None None EB2A EB3C None None EB3B 16 17 yes None EB3A None EJ1A 18 19 20 21 EJ 1 B BenPIN Yes None EJ1C EJ 1 D EJ2A 22 23 24 25 26 27 EJ2B BenPIN. BenPIN Yes Yes None None None None BenPIN Yes EJ2C >: EJ2D EJ3A 29 30 31 EJ3B BenPIN BenPIN :Yes Yes None None: None None EJ3C EJ3D EJ4A EJ4B BenPIN BenPIN BenPIN Yes Yes" Yes None None None None BenPIN Yes EJ4C 32 33 EJ4D BenPIN BenPIN Yes Yes None None None None 34.. 35 -36 37 EJ5B EJ5C EJ5D 38 39 40 41 ES1 BenPIN BenPIN BenPIN Yes Yes Yes ES2 ES3 BenPIN ES4 ED1 42 43 44` BenPIN BenPIN ED2 ED3 ED4 BenPIN BenPIN BenPIN BenPIN BenPIN Yes Yes Yes Yes None None None :.None BenPIN ED5 BenPIN BenPIN None None None None BenPIN BenPIN BenPIN BenPIN BenPIN None None None BenPIN BenPIN Ivone. None 45 ED6 BenPIN BenPIN RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and 6Fgeoblumns.r Company : Gerald Mele & Associates Designer : BSE Job Number : Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Member Advanced Data (Continued) 46 EC4A' Label I Release J Release I Offsetfinl J Offsetfinl T/C Only Physical TOM OOOOXO Inactive Seismic Design .. 47 EC4B OOOOXO 48 EJ1E'''` 49 EJ2E None None None 50 EJ3E:<<<. 51 EJ4E 52 EJ5E 53 ES5 BenPIN BenPIN BenPIN BenPIN 55 ED7 BenPIN BenPIN Yes Yes': 56 ED8 BenPIN BenPIN 57 ED9 BenPIN BenPIN 58 EB4A None None: None None None None'<` None None None 59 EB4B 60 EB4C Yes 61 NC6 OOOOXO 62 NJ3D 63 NJ2D Yes :Y 64 NJ1D 65 NB3A Yes None None-, None :None':.• : -Yes:. 66; NC4' Yes 67 NJ3C BenPIN '68 NJ2C BenPIN 69 NJ1C BenPIN 70 NS3 BenPIN BenPIN 71 NS4 BenPIN BenPIN 72 73 ND3 N D4 BenPIN BenPIN BenPIN BenPIN 74 NB2A 75 NC2 OOOOXO Yes Yes Yes yes: Yes Yes Yes Yes None None :` None None None None" None `:None" 76 NJ3B BenPIN 77 NJ2B BenPIN Yes <' 78 NJ1B BenPIN Yes 79 NS2 BenPIN BenPIN 80 ND1 BenPIN BenPIN 81 ND2 BenPIN BenPIN 82 NB1A 83 NS1 BenPIN BenPIN NJ3A' z- Yes None None None None None None None None Yes` Yes Yes`' Yes 85 NJ2A None None` None None., None None`;:; - 86. NJ1A"`. 87 NJ5D 88 89 NJSC NJ5B BenPIN BenPIN Yes -Yes 90'. NJSA Yes 91 NB1 B 92. NB2B 93 NB3B Yes Yes Yes 95 M95 96 M96 97 M97 Yes Yes: 98 M98 99 NJ4D Yes Yes F:. 100 NJ4C :BenPIN" 101 NJ4B BenPIN Yes None None`v. None None: None None. `Y None None None None: - None None'::' None None': • Yes: 102 NJ4A Yes None None: None None' RISA-3D Version 10.0.0 [J:\...\...1...\...1...\Tukwila Expansion final with original EX loads on existing and 6Ft' ectlumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Member Advanced Data (Continued) TOM mic De 103 NC5 OOOOXO None 104. NC3 : None 105 NC1 OOOOXO None Hot Rolled Steel Design Parameters 1 2 3 Labe EC1A EG2A 4 5 7 EC3A EC1B 8 9 1`0 11 EC2B EC3B EB1C Shape Length[ft] Lbyy[ft] E Column E Column E Column 17 1 17 16 16 Lbzz[ft] Lcomp top[ft]l.comp bot[ft] L torqu.. Kyy Kzz Cb Function Lateral 16 16 16 1 16 16 16 2.1 21 2.1 1.2 1.2 1.2 1 1 1 EB1B EB1A .EB2C 12 13 14 15 16 17 18 19 EB2B EB2A EB3C EB3B.: EB3A E Column E Column E Column E BEAM E BEAM E BEAM E=BEAM E BEAM E BEAM E BEAM E BEAM E BEAM 17 17 17 6.5 6.5 .5 14 6:5 , 6.5 4 6.5 16 16 6.5 5.83 6.5 6.5 5.83 6.5`. 6.5 y,.583 6.5 16 16 .16 6.5 14 6.5 6.5 14 6.5 6.5 14 6.5 16 16 5.833 5.833 5.833 1 16 16': 5.833 5.833 '5833 .1 2.1 1 1 1 1 1 1 1 1.2 1.2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EJ1A EJ 1 B EJ1C. 21 2 23 EJ 1 D EJ2A EJ2B EJ2C 25 26 27 28 EJ2D EJ3A EJ3B EJ3G 29 30 31 EJ3D EJOIST E JOIST E JOIST. E JOIST E`JOIST E JOIST EJOIST` E JOIST -EJOIST' ' E JOIST E JOIST EJ4A EJ4B EJ4C • 32 33 35 36- 37 8 39 40 41 EJ4D E JOIST E JOIST E JOIST E'JOIST EJSA 1; EJ5B EJ5C .;. EJ5D ES1 . ES2 ..ES3 42 43 ES4 ED1 E JOIST E JOIST. E JOIST EJOIST E JOIST ED2 45 46 3 ED4 ED5 47 48 49 ED6 E Strut :� E Strut E`Strut°- E Strut E Brace E Brace E Brace .' E Brace 12: 32 2 12 1 32 12 -12 32 32 ": 12 12 32 32 12 12 32 32 12 27 27 27 12.078. 12.079 12 10.67 10.67 10.67 12 . 10.67 F.1067, 10.67 12 t. 10.67 1067 10.67 12!,,.. 10.67 1067` 10.67 12: 10.67 1067 10.67 783' 7.83 783 7.83 12 32 32 12 12 32 32 12 12 32 32 12 1 32 32'. 12 :12 32 2'<<. 12 7.83 7.83 7.83 -. 7.83 10.67 =F10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 10.67 '783 7.83 7.83 7.83 10.67 1067 10.67 10.67 ;.10.67 10.67 10.67 10.67 , 10.67 10.67 10.67 10.67 10.67 10.67 r 10.67 783 7.83 7.83 .. 7.83 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1' 1 1. 1 1 1 1 1 1 1 1 1 1. 1 1;- 1 1 1 >1 1 1 1'. 1 Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Laterai Lateral Lateeal Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral Lateral 12.079`' 12.079 1 1 1 1 EC4A EC4B EJ1E' EJ2E E Brace.' E Brace E Column` E Column EJOIST E JOIST 12.078 12.079 17 12 16 16 12 6 16 12 12 16 16 2 1 16 1 2.1 1 . 1 1 1.2 1.2 1. 1 1 1 1 1 1 1 1 Lateral Lateral Lateral Lateral Lateral Lateral Lateeal Lateral 50 E JOIST- 2 1 1 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and 61:taigedblumnsi Company : Gerald Mele & Associates Designer : BSE Job Number Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Hot Rolled Steel Design Parameters (Continued) 51 Label EJ4E Shape Length[ftt Lbyv[ft] L E JOIST 12 12 bzz[ft] Lcomp top[ft] Lcomp bot[ftt L-torqu.. yy 12 1 Kzz Cb 1 1 Function Lateral 52 EJ5E E JOIST 12: 12 1 1 Lateral 53 ES5 E Strut 27 7.83 7.83 7.83 7.83 1 1 1 Lateral 54 ES6 E'Strut 7 7.83 7.83 783 7.83 • 1 1 1 Lateral.. 55 56 ED7 ED8 E Brace E Brace 12.078 12.079 1 1 1 1 1 Lateral Lateral 57 ED9 E Brace 12.079 1 1 1 Lateral 58 EB4A'• E': BEAM 6.5 -6.5 6.5 1 1 Lateral, 59 EB4B E BEAM 14 5.83 14 5.833 5.833 1 1 1 Lateral 60 EB4C E BEAM 6.5 6.5" 6.5 1 1 1 Lateral 61 NC6 N Column 17 16 16 16 16 2.1 1.2 1 Lateral 62 NJ3D N Joist 12 '12 12 12 12 1 1 1 Lateral;. 63 NJ2D N Joist 12 12 12 12 12 1 1 1 Lateral 64 .N Joist 12 12 12 12 12 1 1 1 Lateral 65 NB3A N Beam 22 6 13.25 6 6 1 1 1 Lateral 66 NC4 N Column 17„ 16. 1 16.r 1 2.1 1'2 1 Lateral 67 NJ3C N Joist 32 10.67 32 10.67 10.67 1 1 1 Lateral 68 NJ2C N Joist 3 10.67 10:67 1067 1 1., Lateral 69 NJ1C N Joist 32 10.67 32 10.67 10.67 1 1 1 Lateral 70 NS3 N: Strut 6: 6 6' 6 Lateral 71 72 NS4 ND3 N Strut N Strut 24 12.238 6 6 6 6 Lateral Lateral 73 ND4 N Strut 12.239 Lateral 74 NB2A -' N Beam 6 13.25 6 6 1 1 1 Lateral 75 NC2 N Column 17 16 16 16 16 2.1 1.2 1 Lateral 76 NJ3B N Joist 32. -"10.67 32 10.67 10.67 1 Lateral 77 NJ2B N Joist 32 10.67 32 10.67 10.67 1 1 1 Lateral 78 NJ1B N Joist 32 1067 32'` 10.67 10.67 1 Lateral 79 NS2 N Strut 24 6 6 6 6 Lateral 80 ND1 N Strut 12.238 Lateral 81 N D2 N Strut 12.239 Lateral 82 NB1A " N Beam 22 6 13.25 6 1 1. 1 Lateral 83 NS1 N Strut 24 6 6 6 6 Lateral '84" NJ3A N Joist 11.999 12 12 12 1 1 1 Lateral 85 86 NJ2A NJ1A: N Joist N'Joist 11.999 11.999 12 12 12 • 12 12 - 12 12 12 1 1 1 Lateral Lateral 87 NJ5D N Joist 12 12 12 12 12 1 1 1 Lateral 88. 89 NJSC 90 NJ5B NJ5A ..' N Joist N Joist 32 1. 32 10.67 :.., 10.67 32 32 10.67 10.67 10.67 10.67 1. 1 1 1 1 Lateral Lateral N Joist 11999''` 1 12 12, 12, "I 1 1 1 Lateral 91 92 NB1B NB2B N Beam N Beam -.; 7 7- 6 6 7 7 6 6 6 1 1 1 1 1 Lateral 93 94 NB3B M94 N Beam EJOIST 7 0 1. 6 10.67 7 20 6 1067• 6 10.67 1 1 1 1 Lateral Lateral 95 M95 E JOIST 20 10.67 20 10.67 10.67 1 1 1 Lateral 96 M96,, E JOIST. 2 1067 20 10.67 ` 10.67 1 1 Lateral 97 98 99 M97 M98 NJ4D E JOIST E'JOIST N Joist 20 20 ., 12 10.67 10.67 12 20 `20 12 10.67 10.67 .r 12 10.67 10.67 12 1 1 1 1 1 1 1 1 1 Lateral Lateral Lateral 100 NJ4C N Joist . 32 10.67- 32 10.67 .r 101 102 NJ4B NJ4A N Joist N Joist 32 11.999 10.67 1 32 12 10.67 12 ... 10.67 1 1 1 1 1 1 Lateral Lateral 103 104 NC5 NC3 N Column N Column 17 1 16 16 16 1 16 16 16 2.1 1.2 1.2 1 Lateral Lateral 105 NC1 N Column 17 16 16 16 16 2.1 1.2 1 Lateral RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and eassvtiblumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Basic Load Cases 1 2 3 4" 5 6 7 8 9 BLC Description Existina D Existing Lr/S Existina Wind Uplift Existing WZ Existina WX Existing EZ Existina EX Existing EX 2012 IBC New D Category X Gravity Y Gravity Z Gravity Joint Point DistributedArea(Me... Surface(... None None k" None None' None None - None None None 10 10 1,0 10 10. 10 6 30 30 30 38: 8 30 20 10 New Lr/S None 8 2 11 New WZ1 None 12 New WZ2 None 51 51""�.'! 13 New WX1 None 10 36 14 15 16 New WX2 None 1 36 ' New EZ None 10 20 New EX None 10 17 18 Unbal Lr Span Unbal Lr Cantilever None None , 50 50 Load Combinations 1 Description Sol.. PD..,SR. BLC Factor BLCFactorBLCFactor BLC Factor BLC Factor BLC Factor BLC Facto BLC Factor DEAD LOAD ONLY Yes Y Y -1 1 1 9 1 2 3 4 5 6 7 9 0 11 D+Lr/S D+Lr (Columns) D+0.75S(Columns) D+0.6WZ (UPLIFT) D+0.6WZ (DOWN) D+0.6WX (UPLIFT) Yes Yes Yes Yes Yes Yes Y Y Y' Y Y -1 -1 -1 -1 1 1 1 1 1 1 1.. 1 1 1 1 1 2 SL 11 12: 13 1 '75' .6 .6 10 3 3 1 1 1 4 4 5 1 1 1 D+0.6WX (DOWN) 0.6D+0.6WZ (UPLIFT) 0.6D+0 6WZ (DOWN) 0.6D+0.6WX (UPLIFT) Yes Yes Yes Yes Y Y Y' Y Y Y Y. Y -.6 -.6 1 1 1 1 1 .6 .6 14 11 12 13 .6 .6 .6 3 3 1 1 5 4 4 5 1 1 1. 1 12 13 14 15 16 17 0.6D+0.6WX (DOWN) D+0.75(0.6WZ(UP)+Lr/S) D+0.75(0.6WZ(DOWN)... D+0.75(0.6WX(UP)+Lr/S) D+0.75(0 6WX(DOWN)... Yes Yes Yes Yes Yes Y Y Y. Y. . Y Y' Y -1 1 -1 1 1 1 1 1. .6 1 1 1 14 11 12 13 .14. 6 .45 .45 .45 .45' 3 3 .75 .75 5 4 4 5 .5 . 1- .75 75 .75 .75 2 2 2 2` .75 .75 .75 .75 10 10 10 10 .75 75; .75 :75 -18 19 0` 21 22 23 24 25 26" 27 28 29 30 31 32 33 D+0.75(0.7EZ+Lr/S) D+0.75(-0.7EZ+Lr/S) D+0.75(0.7EX+Lr/S) D+0.75(-0.7EX+Lr/S) (1+ 14Sds)D+0.7EZ +.14Sds)D-0.7EZ (1+.14Sds)D+0.7EX (1+.14Sds)D-0.7EX (1+ 105Sds)D+.525EZ+... (1+.105Sds)D-.525EZ+... (1+.105Sds)D+.525EX+. . (1 +.105Sds)D-.525 EX+... (.6=.14Sds)D+.7EZ (.6-.14Sds)D-.7EZ (.6-14Sds)D+ 7EX'. (.6-.14Sds)D-.7EX Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Y Y Y.' Y Y Y Y Y Y Y Y' Y Y> Y L1 L1 L1' L1 L1 L1 L1 L1 L1`' L1 L1 L1 L1 L1 L1 L1 1 1 1.. 1 1.13 1.13 1.13 1.13 1.1: 1.1 1.1:- 1.1 .47 .47 .47 .47 6 6 ;7. 7 6 6 7 7 6 :. 6 7 6 6 7 7 .525 -.525 .525" -.525 -.7 -.7 .525 -.525 ;525 -.525 .7, -.7 -.7 15 15 16 16 15 15 16 16 15 15 16 16 15 15 16 16 525 -.525 _525 -.525 7 -.7 -.7 525 -.525 .525 -.525 -.7 -.7 . 2, 2 2> 2 2 2 2. 2 .75 .75 .75 .75 75 .75 .75 .75 10 10 10' 10 10 10 10'. 10 rt.75 .75 .75 -.75'` .75 -.75. .75 34 (1+.14Sds)D+.70M*EZ '. Y L1'" 1.13 6 2.1`. 15 2.1 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and 6ageitblumns.r, Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Load Combinations (Continued) 35 36< 37 38 39 '40 41 42 43 44, 45 46'` 47 '48, 49 ',50' 51 52. 53 54 (1+.14Sds)D-.70M*EZ (1+.14Sds)D+;70M*EX (1+.14Sds)D-.70M*EX (1+. 105Sds)D+.525OM*. (1 +.105Sds) D-.525OM*... (1 +.105Sds) D+.5250M* (1+.105Sds)D-.5250M*... (.6-14Sds)D+.7OM*EZ (.6-.14Sds)D-.70M*EZ (.6 14Sds)D+.7OM*EX (.6-.14Sds)D-.70M*EX D+0.7*Cd*EZ (for drift), D+0.7*Cd*EX (for drift), .. D+Unbal. Lr/S Bm Cant'. D+Unbal Lr/S Bm Span Description Sol...PD... SR.., BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor -2.1 Y Y Y Y Y LI L1 L1 L1 LI L1 L1 L1 L1 L1 LI L1 L1 L1 1.13 1�13 1.13 1.1 1.1 1.1 .47 .47 .47 .47 1 1 1. 6 7 6 6 7 6 6 7 7 6 7 18 -2.1 .875 -.875 1.575 -1.575 656 -.656 2.1 : -2.1 .875 -.875 .875 .875 1 15 16 16 15 15 16 16 '15 15 16 16 15 16 -.875 -.875 1.575 -1.575 .656 -.656 2.1 -2.1 .875 -.875 .875 .875 2,. 2 2 2 .75 .75 '75 .75 10 10 10 10 .75 .75 '.75 .75 L1 1 17 1 Original Load Combinati.. 55 56. 57 D Y' Y 1 1 9 1' D+S Y -1 1 1 2 1 10 1 D+WZ Y .1 1; 11' 6 3: 1 4 1 D+WX 2/3D+WZ 58 >' 59 Y -1 -.67 1 1 1 -.67 13 11 .6 6 3 3. 1 1. 5 4 1 1. 2/3D+WX D+07EZ 60 61 62- 63 64 Y -.67 1 .67 13 .6 3 1 5 1 LI 1 7. 15: D+0.7EX L1 1 7 .7 16 .7 0.9D+0.7EZ 0.9D+0.7EX 65 L1 L1 .9 6 7 .7 15 16 .7 .7 D+WZ+S/2 D+WX+S/2 D+S+WX/2 Y- Y Y Y Y -1 -1 1 1 1. 1 1. 1 1 11. 13 2 2 .6 T 1 3 1'0 10 1 1 1'. 1 4 5 11 13 1 1 .3 2 2 3 3 .5 .5 10 10 4- 5 .5 .5 Envelope AISC 13th(360-05): ASD Steel Code Checks 1 Member 2 3 4. 5 EJ5C EJ5D EC3A EJ1 D 6 7 8 9 <-10 11 12. 13 EJ1C Shape W12x30 W12x30 HSS8x8x5 W12x30 EC1A°;-'' EB3A ED5 ED3 EC2A EC4A EB3B '14 15 16 17 18 19 EJ5B W 12x30 Code Check Loc[ft] LC Shear .. Loc[ft] Dir LC Pnc/om .. Pnt/om [k1Mnyy/o... Mna/o .. Cb Eqn -- --- H1-1b .743 .724 .685 • 650 .649 32 0 0 0 32 29 9 28 2 2 .130 119 .038 's121 .137 32 0 0 32 v y z y v 2 2 25 2 2 130.399 130.399 79.143 130.399 130.399 189.485 189.485 241.293 HSS8x8x5 W14x43 HSS2x2x3 HSS2x2x3 HSS8x8x5 HSS8x8x5 W14x43 F. EB1A EJ4C ED2 EJ4D EC4B ... 20 21 ED7 ED4 M98 W12x30 W14x43 W12x30 HSS2x2x3 W 12x30 HSS8x8x5 HSS2x2x3 HSS2x2x3 W12x30 634 .618 .583 .570 .562 .553 .519 512 .509 .506 .501 +'.497 .496 487 .457 0.. 0 6.039. 6.039 0 0 0 0 0 32 6.039 0 0 6.039 6.039 20 2 25 5 29 28 2 28 29 28 24 28 29 22 24 29 .037 .206 .025 .014 .034 .037 '. 273 .116 '�170 .098 `:032 .088 .076 .016 r':014 .091 0 0 12.079 0 <: 0 0 0 32 0 0 0 0 12.079 20 z v Y v z z y v y'. v y v z 25 2 2 24 25 25 2 2 2 2 25 2 28 2 79.143 248.417 4.586 79.143 79.143 252.792 130.399 248.417 130.399 130.399 79.143 4.587 130.399 130.399 189.485 189.485 24-11293 7.174 17.174 57.615 17.174 17.174 67.909 57.615 67.909 67.909 1 1 1 1 H1-1 b 271.617 32.778 32.778 241.293 189.485 271.617 189.485 32.778 189.485 32.778 32.778 189.485 57.615 31.078 1.829 1.829 57.615 57.615 31.078 17.174 31.078 17.174 17.174 57.615 1.829 17.174 57.615 125.03 1.829 57.615 57.615 125.03 67.909 125.03 67.909 67.909 57.615 1.829 67.909 67.909 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NIA a EJ2D 2 .091 RISA-3D Version 10.0.0 PA...\...1...1...\...\Tukwila Expansion final with original EX loads on existing and BassiThlumnsi 44 Company Designer Job Number : Gerald Mele & Associates : BSE Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope AISC 13th(360-05): ASD Steel Code Checks (Continued) 23 Member Shape EJ2C W12x30 Code C heck .453 Loc[ft] LC Shear .. Loc[ftl Dir LC Pnc/om .. Pnt/om [klMnyy/o... Mnzz/o... Cb 32 2 .100 32 v 2 130.399 189.485 17.174 67.909 1 Eqn H1-1b 24 25 EB1B EB4A W14x43 W14x43 :452 .446 0 ..` 6.5 28 28 244 .148 .778 6.5 y v 2 2 252.792 248.417 271.617 271.617 31.078 31.078 125.03 125.03 1 1 H 1-1 b H1-1b 26 27 ED8 EB4C HSS2x2x3 W14x43 .446 .436 6.039 0 24 28 . 043 .135 12.079 0 y v 2 2 4.586 248.417 32.778 271.617 1.829 31.078 1.829 125.03 1 1 H 1-1 a' H1-1b 28 29 EB2A EC1B W14x43 HSS8x8x5 .431 0 0 25 .130 .072 0. 0 y z 2 25 248.417 79.143 271.617 241.293 31.078 57.615 125.03 57.615 1 1 H 1'=1 b' H1-1b 30 31 M97'' EC3B W12x30 HSS8x8x5 .429 .426 20 0 28 25 '.076 .071 20 0 y z 2 25 130.399 79.143 189.485 241.293 17:174 57.615 67.909 57.615 1 1 H1-1b' H1-1b 32 EJ4B W12x30 .423 .. 0 097 2 130.399 189485 17.174 67.909 1 33 ED6 HSS2x2x3 .416 6.039 22 .008 12.079 13 4.586 32.778 1.829 1.829 1 34 EJ1B W12x30 .412 17.778 2 121 0 2 130.399 189485 17.174 67.909 35 EC2B HSS8x8x5 .409 0 25 .072 0 25 79.143 241.293 57.615 57.615 1 36 NB3B W 14x43 .401 7 28 '.178 7 14 333.02 377.246 43.164 173.653 1 37 NB1B W 14x43 .401 7 28 .178 7 14 333.02 377.246 43.164 173.653 1 38 EB4B" W14x43 .394 0.. 29 .180 .778' 2 252.792 271.617 31.078 1 39 EB2B W14x43 .379 0 28 .176 0 2 252.792 271.617 31.078 125.03 1 40 EJ3D W 12x30 .378 0. 2 .072 0 2 130.399 189.485 17.174 67.909 1 41 EJ3C W12x30 .378 32 2 .085 32 2 130.399 189.485 17.174 67.909 1 42 NB2B W14x43 .364 • 7 28.. .153 7<„ 14 333.02 377.246 43.164 173.653 1 43 NJ1C W12x30 .356 32 29 .057 32 14 156.612 263.174 23.852 86.801 1 44 M94 ".W12x30 .355 20 28 .092 20 130.399 189.485 17.174 67.909 1 45 NJ1B W12x30 .350 0 28 .057 0 14 156.612 263.174 23.852 86.801 1 46 EJIA W12x30 .349 12 .080 12 2 118.111 189.485 17.174 1 47 EJ 1 E W12x30 .349 0 2 .080 0 2 118.111 189.485 17.174 64.996 1 48 NB3A W14x43 .347 13.444 28` Y.123 13444 2 333.02 377.246 43.164 173.653 1 49 EJ2E W12x30 .341 0 2 .073 0 2 118.111 189.485 17.174 64.996 1 50 EJ4A W12x30 12" 2 .073' 2 118.111 189.485 17.174 64.996 51 EJ2A W12x30 .341 12 2 .073 12 2 118.111 189.485 17.174 64.996 1 52 53 EJ4E EJ5A W12x30 W12x30 .341 .336 0 12 2 2 ▪ 073 . 077 12 2 2 118.1-11 118.111 189.485 189.485 17.174 17.174 64.996 64.996 1 1 54 EJ5E W12x30" 0 2 .077 2 118.111 189.485 17.174 64.996 55 NB1A W 14x43 .333 13.444 29 .109 13.444 2 333.02 377.246 43.164 173.653 1 56 NC1 HSS12x12x8 .328 0 25 .069 0 25 349.129 205.669 205.669 1 57 EJ2B W12x30 .326 0 2 .099 0 2 130.399 189.485 17.174 67.909 1 58 M95 W12x30 .326 20 2 .078 20 2 130.399 17.174 67.909 1 59 NC5 HSS12x12x8 .318 0 24 .069 0 24 349.129 575.689 205.669 205.669 1 60 NB2A W14x43 .306 13.444 29 .087 13.444 2 333.02 377.246 173.653 61 NC3 HSS12x12x8 .304 0 25 .067 0 25 349.129 575.689 205.669 205.669 1 62 NC2 HSS12x12x8 .300. 24 . 026 0 24 349.129 575.689 205.669 205.669 63 EJ3E W12x30 .299 0 2 .064 0 2 118.111 189.485 17.174 64.996 1 64 EJ3A W12x30 .299 12. 2. .064 12 2 118.111 189.485 17.174 64.996 1 65 NC6 HSS12x12x8 .292 0 25 .026 0 24 349.129 575.689 205.669 205.669 1 66 M96 W 12x30 .287 20 2 -.064 20 130.399 189.485 17.174 67.909 67 EJ3B W12x30 .287 0 2 .081 0 2 130.399 189.485 17.174 67.909 1 68 NC4 HSS12x12x8 .278 0 24.,`. .026 24 349.129 575.689 205.669 205.669 1 69 NJSB W12x30 .272 0 29 .071 0 14 156.612 263.174 23.852 86.801 1 '70 NJ5C W12x30 :I .272 32 29 .070 14 156.612 263.174 23.852 1 71 NJ2A W12x30 .267 11.999 14 .046 11.999 14 136.498 263.174 23.852 81.604 1 72'; NJ4A W12x30" .267 11999 14 , ▪ 046 11.999 14 1.36498 263.174 23.852 81.604 1 73 NJ3A W12x30 .267 11.999 14 .046 11.999 14 136.498 263.174 23.852 81.604 1 74 75 NJ3D NJ2D W12x30' W12x30 .259 .259 0 0 14 14 .046 .046 0 0 14 14 136.498 136.498 263.174 263.174 23.852 23.852 81.6 1 76 NJ4D" W12x30 .259 0 14. .046,' 14 136.498 263.174 23.852 77 78` NJ5A ES1` ' W12x30 HSS2x2x3 .258 .253 11.999 13.5 14 25 .047 .017' 11.999 13.5 14 28 136.498 10.913 263.174 32.778 23.852 1.829 81.604 1.829 1 1 79 NJ1A W12x30 .250 11.999 14 .042 11.999 14 136.498 263.174 23.852 81.604 1 RISA-3D Version 10.0.0 [J:\...\...\...\...\...1Tukwila Expansion final with original EX loads on existing and eangsv1S)lumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope RISC 13th(360-05): ASD Steel Code Checks (Continued) 80 81 `82 83 84 M r Shape Code Check Locfftl LC Shear .. Locfftl,Dir LC Pnc/om .. Pnc/om fkjMnw/o... Mna/o... Cb 1 embe NJ5D EB3C 85 86 87 •88 89 ES4 NJ1D NJ4C NJ4B ES5 ES6 NJ3B 90 91 9 W12x30 W 14x43 HSS2x2x3 NJ3C W12x30 W12x30 W12x30 HSS2x2x3. HSS2x2x3 NJ2B 93 95 96 97 '98 NJ2C W12x30 W12x30 W12x30 EB2C ES2 99 100 101 ES3 NS4 NS1 W12x30 ED1` ED9 NS3 102 103 104 105 NS2 ND3 ND2 ND1 ND4 W14x43 W 14x43 HSS2x2x3 HSS2x2x3 HSS2.5x2.5.. HSS2.5x2.5.. HSS2x2x3 HSS2x2x3 HSS2.5x2.5.. HSS2.5x2.5.. HSS2.5x2.5.. HSS2.5x2.5.. HSS2.5x2.5.. HSS2.5x2.5.. .250 .246 .242 .238 .238 .236 .: .232 `.226';�.`. .225 .224 .222 .194 .187' .185 .150 .149 .143' .141 P.135. .134 .113 .109 .086 .084 Envelope Member Section Forces 1 2 3 4.: 5 Member Sec EC1A 1 2 6 7 3 max min max min max 8 9 10' 11 EC2A 1 2 .�12 13 . 14 3 min max min max min max 0 0 13.5 0 32' 0 13.5 13.5 0 32 0 32 6.5 0 13.5 13.5 18.667 18.667 6.039 6.039 5.333 5.333 6.119 6.119 6.119 6.119 14 2 24 14 29 29 25 .. 24 14 14 14 14 28 28 24 25 29 29 24 24 25 24 22. 22 22 22 .047 .131 016. .042 .065 .065 .035 .023 .061 .062 .062 .116 .085 016 .013 .017 .017 .017 .006 018 .018 022:` .022 .004 .004 0 6.5 13.5 0 32 0 7.5 7.5 0 32 32 6.5 6.5 7.5.. 13.5 18.667 18.667 0 12.079 18.667 18.667 12.238 0 12.238 0 Axial[k] LC y Shear[ki LC z Shear[k] LC 24.001 =2.797 23.748 2.949" 23.494 -3.101 18.926 2.384 18.673 -2.536` 15 EC3A 16" 17 '18 19 20 .' 21 2' 23 EC1B 1 2 3 1 2 24': 25 3 min max min max min max min max min max 26` EC2B 1 min max min max min 18.419 -2.688 28.476 28.223 4.303 27.969 -4.455 15.301 2.097: 15.047 . -2.249 14.794 2.401. 11.49 -1.618 2 11 2 11 2 11 2 11 2 11 2 11 2 11 2 11 2 11 2 11 2 11 2 11 2 11 1.096 ....... _................. .646 -793 .256 -.793 1.08 -.753 .63 -753 .28 -.753 1.155 -1015 .705 -1.015 .317 -1015 1.101 -.328 .651 -.328 .329 -.328 1.087 9 26 9 26 9 26 9 26 9 26 31 26 9 26 9 26 31 26 5 22 5 22 23 22 5 22 1.467 -1.465 1.467 -1.465 1.467 -1.465 1.463 .-1.461 1.463 -1.461 1.463 -1.461 1.468 -1466 1.468 -1.466 1.468 -1.466 1.291 -1.29 1.291 -1.29 1.291 1.288 1288 25 24 25 24! 25 24 25 24. 25 24 25 24 25 25 24 25 24. 25 24 25 24' 25 24 25 24 y. v z v y v y v y v y v y v y z y v y v 14 y v 2 25 y v y y 14 14 14 2 2 14 14 14 14 2 2 2' 25 2 2 136.498 248.417 2,' 27 2 2 25 24 26 26 10.913 136.498 156.612 156.612 10.913 10.913 156.612 156.612 156.612 156.612 248.417 248.417 10.913 10.913 28.497 28.497 4.587 4.586 28.497 28.497 9.409 9.408 9.409 9.408 Torque[k ft] .631 .631 -.646 .631 .515 .515 .515 .688 .698 .688 .688 2.233 2.233 -2.246 2.233 -2.246 2.241 -2.252 263.174 271.617 32.778 263.174 263.174 32.778 32.778 263.174 263.174 263.174 263.174 271.617 271.617 32.778 42.419 42.419 32.778 32.778 42.419 42.419 42.419 42.419 42.419 42.419 24 25 24 25 24 25 24 25 24 25 24 25 24 25 24 25 24 25 24 25 24 25 24 25 24 25 23.852 31.078 1.829 23.852 23.852 23.852 1.829 1.829 23.852 23.852 23.852 23.852 31.078 31.078 1.829 1.829 3.03 3.03 1.829 3.03 3.03 3.03 3.03 3.03 3.03 24.902 -24.941 12.451 0 0 24.836 -24.874 12.418 0 24.919 12.46 0 0 21.937 -21.943 10.969 -10.971 0 o 21.894 -21.898 10.947 81.6 125.03 1.829 81.6 86.801 86.801 1.829 1.829 86.801 86.801 86.801 86.801 125.03 125.03 1.829 1.829 3.03 3.03 1.829 1.829 3.03 3.03 3.03 3.03 3.03 3.03 24 25 24 25 1 1 24 25 24 25 1 24 25 24 25. 1 24 25 24 25 1 24 25 24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1... 6.927 -5.442 1.685 8.045 6.804 -5.293 1.482 7.514 7.377 2.327 10.405 -4.696 6.951 -2.88 .025 2.747 6.836 -3.3 .009 Ea 9 26 2 9 26 9 26 2 26 9 9 26 2 9 26 9 5 22 11 14 30 5 11 27 2 max 11.236 2 .637 5 1.288 25 2.241 24 RISA-3D Version 10.0.0 [JA...\...t...\...\...Vrukwila Expansion final with original EX loads on existing and earojeittolumns.i Ll Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 28 29 Member Sec Axialfkl LC v Shearfkl LC z Shearfkl LC 30;' 31 32 33 EC3B 3 1 min max 10.983 11 2 -.38 .375 22 31 -1.288 .: 1.288 24 25 Torauef k-ftl -2.252 2.241 LC v-v Mom... LC z-z Mom... LC 25 24 0 25 1 -.934 3.177 14 30 min 34 35 36 2 3 max min max min 37 38 39 40 41 EB1C 1 2 42 43 44 45 46 • 47 '4 EB1 B 3 1 max min max min max min max =1.922 16.547 2906`. 16.294 =3.058 16.04 3.21 .639 1.351 .639 1.351 .639 11 2 11 2 11. 2 11 30 14 30 14 30 -.38 1.142 -436 .692 =436 .469 =436 .895 -6.003 .812 6�142, .728 22 5 30 5 30 27 30 11 2 11 2 11 -1.288 1.29 1.29 �1.29 1.29 .441 -.405 .441 .405' .441 24 25 24 25 24 25 24 25 24 25 24 25 2.252 ? 2.219 2.219 -2229 2.219 .044 .044 .044 25 24 25 24 25 24 25 2 24 2 24 2 21.931 10.965 -10.968 0 0 .524 1.895 3.328 24 25 24 25 1 33 32 25 24 25 7.303 .015 3.669 -5.122 2.801 -23.227 .801 -3.491 16.697 5 22 11 30 11 9 2 min max -1.351 .05 14 11 -6.281 13.982 2 2 .405 .447 24: 32 0 24 24 3.677 24 25 53.536 2 2 49 50 51 52 53 54. 55 56 57 58 59 60 61 EB1A EB2C 62 63 64 65 66 67 68 EB2B 69 71 72 73 74 75 76 77 78: 79 80 81 EB2A EB3C 82 83 84 3 1 2 3 1 2 3 1 2 3 1 2 3 EB3B 1 min max min max min max min max min max min max min max min max min max min max thin max min max min max min max min max -.705 ., .72 297 .965 -1.487 .25 -255 .25 -.255 .25 -.255 .926 -1.689 .926 -1.689 .926 =1689 .17 -.657 1.194 =1.754 1.301 1.876 Y .107 -122 .107 -122 .107 =.122 1.611 '14 30 14 30 14 22 10 22 10 22 10 30 6 30 6 30 6 31 26 30 6 30 6 22 10 22 10 22 10 30 `-2.117 6.038 2.007 -8.512 9.514 -.985 9.375 1068 9.236 -1152 .729 =4.81: .645 ''-495 .562 ". -5.089 10.575 -1.842 4.705 -.784 1.742 -5.894 7.846 -846 7.706 -929 7.567 1.013 1.186 11 2 11 9 2 2 9 2 9 2 9 11 2 11 2 11 2 2 11 2 11 9 2 11. 2 11 2 11. 11 -.429 1.346 -1.355 1.669 1.63. .964 -.938 .964 '=:938 .964 -.938 .091 .087. .091 .0'87 .091 =:087 .748 -.748 1.329 -1335 1.165 -1.16 .648 .648 .648 5 .818 33 24 25` 25 24 25 32 25 32 25 32 32 33 32 33 32 33 32 33 24 25 25 24 25 24' 25 24 25 24 25 -.042 0 .044 0 0 0 .012 .012 .012 0 .012 .012 0 0 0 0 .022 2 33 2 2 24 24 24 24 2 24 33 24 33 24 1 24 33 24 33 1 1 1 2 5.411 -5.495 1.034 4.278 1.23 -1.19 1.943 -1.818 2.557 -2.592 2.329 -2.35 2.101 3.686 4.825 -4.848 .312 4.19 -4.211 2.095 0 1.177 32 24 24 25 32 25 24 25 25 32 25 24 25 24 25 24 25 24 24 25 8 32 24 25 24 25 1 28 2.048 -1.518 15.603 -4.252 60.936 30.241 -3.607 0 o 2.199 -19.616 .801 12.841 43.59 -5.538 3.143 11.431 50.094 24.822 .003 0 3.637 9 22 2 2 2 9 9 11 2 9 2 14 2 11 13 22 2 9 2 2 2 .11 11 2 3 1 2 3 min max min max min max min max min max min 2.887 1.611 . 2.887 1.611 -2.887 .145 -.864 1.867 -2.967 2.045 -3.177,. 6 30 6 30 6' 31 26 30 6 30 6 -7239 1.102 -7378 1.018 -7.518 16.003 -3.03 7.262 -1.261 2.647 8.522' 2 11 11 2. 2 11 2 11 9 2 -.811":':; .818 .818 -.811 .261 1.323 =1.32 2.035 2.029 24 25 24 25 24 32 33 24 25 25 24 .022 .022 0 .027 0 .022 0 24 2 24 2 24 11 32 2 2 24) =1.187- 1.474 4.131 4.129 3.683 6.087 1.91 29 25 24 25 24 33 32 24 25 24 25 .918 18.303 67.256 5.21 -2.026 16.051 9 2 2 11 13 22 2 RISA-3D Version 10.0.0 [..11..\...\...\...\...\Tukwila Expansion final with original EX loads on existing and Batigev15Dlumns.K Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 85 M r Sec Axial[k] LC y Shear[k] LC z Shear[k] LC embe EB3A 1 max .167 30 11.969 2 1.119 33 Torque[k-ft] LC y-y Mom... LC z-z Mom... LC 0 11 4.375 32 76.886 2 86 87 88'. 89 90 2 3 min max min max min -196 .167 .167 6 30 6 30 1.428. 11.829 �1512 11.69 �1'.595 9 2 9 2 9 -112 1.119 -1.12 1.119 -1.12 32 33 32 33 32 0 0 -.027 2 11 11 2 .735 2.901 33 32 33 33 32 38.215 0 9 2 9 91 92 93 94 95 96 97 -98 99 100 101 102 EJ1A EJ 1 B 1 2 3 1 2 3 max min max min max min max min max min max min 1.826 1.826 -1826 1.826 1.826 .889 -865 .879 -.854 .868 -843 ;. 32 33 32 33 32 33 24 33 24 33 24 33 -.037 "-091 .195 .438 =3702 5.534 -.714 .711 -073 .568 =4;114 32 29 9 2' 9 2 2 9 2 9` 9 .015 -.015 .087 .158 -.162 .213 -21 .043 .054 -.061 22 23 22 23. 22 5 32 25 33 32 30 6 0 o 0 0 0 0 0 0 1 1 1 1 1 9 2 9 9 2 0 .307 1.042 - 1.042 1.872 - 1.896 .147 -.145 0 1 1 22 23 22 23 25 32 32 33 1 1 0 0 5.908 4 22.686 22.728 -2.342 3.941 -27.198 0 1 2 2 9 2 9 9 2 1 103 104 EJ1C 1 max min .223 32 33 3.453 6 2 1,1 .06 10 22 .003 0 2 11 0 1 0 1 105 106 107 108 109 110'' 111 112 113 114`. 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 :;134 135 136 137 138 139 :140 141 EJID EJ2A EJ2B EJ2C EJ2D EJ3A 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 3 1 2 max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max min max rnin max min max .212 -.187 .212 -.181 .946 -.919 .946 -919 .955 -.928- 1.603 -1.603 1.603 -1.603 1.603 -1.603 2.532 -2.561 1.444 =1.387 1.452 -1.395 1.428 -1.273 1.421 -1266 3.945 �3092 4.034 -2533 4.034 -2.533 3.184 3.087'> 1.385 1385' 1.385 32 33 5 30 25 32 25 32 25 32 24 25 24 25 24 25 24 25 24 33 24 33 25 32 25 32 6 24 6 30 6 30 25 24 24 25 24 .195 -1 377 .835 6.205, 5.486 •.761. y 3.674 1.877 •=:284 -.039 096 .262 -2.031 .574 " -3.345 4.297 -.887 •. .676 -.108 .7 =2.898 2.624 -.568 .241 943.. 1.024 =4558 3.882 2.568 -.614 1.129 :351. -.034 -.083 .213 9 2 9 2 2 9 2 9 2 9 32 25: 9 2. 9 2 2 11 2 9' 11 2' 2 11 9 2 9 2 9 2 9 2 9,' 32 25 9 .033 -033 .171 -171 .133 -132 .133 -.132: .055 '=051 .015 -.015 .087 087. .158 -162 .088 -.081 .023 -.023 .055 -.062 .06 .021 - -021 .086 -099 . .105 _.088 .024 -.021 .055 -.049 rt .015 -015 ' .087 33 32 32 33 24 33 24 33 10 22 22 23 22 23 22 9 10 22 24 25 30 6 10 22 24 25 30 10 6 30 6 33 10 22 30 23 30 .003 .003 0 0 0 4.002-3 0 0 0 0 .007 .001 0 .005 0 0 0 -.001 .009 0 .009 0 -.002 0 0 2 11 2 11 9 2 9 2 9 2 1 1 1 1 1 2 2 9 9 2 2 9 11 2 9 26 2 9 2 9 9 1 1 1 .11 1.538 1.361 -1.367 .567 0 0 0 0 .307 1.042 .232 -.232 .099 0 0 0 .098 -.088 .274 .307 .045 0 0 0 .307 33 32 32 33 33 33 24 1 1 1 22 31 22 23 22 10 10 1 1 1 10 22 30 30 6 33 32 1 1 1 30 1.991 -16.597 44.046 -6.235 44.072 -6.235 16.599 0 0 6.029 22.159 22.127 -3.146 4.669 -17.974 0 0 0 0 2.561 -13.627 30.674 30.655 -7.432 11.31 0 0 0 5.28 11 2 2 2 9 1 1 1 2 9 2 2 9 11 1 1 11 2 2 9 2 9 1 1 2 RISA-3D Version 10.0.0 [JA...\...t...\...\...\Tukwila Expansion final with original EX loads on existing and earsevtfiblumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 142 143 Member Sec Axialfkl LC v Shearfkl, LC z Shearfkl, LC -.087 144 145 3 min max =` 1385 146: 147 .148 EJ3B 1 2 min max min max 149 150 151 3 152 153 EJ3C 1 min max min max 154 155 2 156 157 1.58 159 3 min max min max EJ3D 1 160 161 2 min max min 162 163 3 164 165 EJ4A 1 max min max min max 166': 167 2 168 169 170 171 3 EJ4B 1 min max min max min 172 173 2 max min 174 175 3 max min max 176 177 178 EJ4C 1 2 min max min max 1.385 .1.385 1.666 1677 1.787 1805. 1.484 -2.128 1.108 =2.014 3.383 L3.609 3.264 `=3484 .648 -1.473 .648 -1.473 .652 -1.48 1.603 1.603 1.603 1.603 1.603 1.603. .896 891 .99 1.073 -1.073 .515 -.516 179 180 181 3 Min. max 182 183 EJ4D 1 184 185 2 min max min max 186 187 3 min max 188 189 EJSA 1 190' 191 2 min max min max 192 193 3 194 195 EJ5B 1 min max min max 196'. 197 198 2 3 min max min max .598 .696 25 24 25 25 24 =697 .095 ._.081 .095 .081. .054 :066 1.826 -1.826 1.826 -1.826 1.826 =1.826 .216 -.14 .216 -.126 min .215 25 24 24 5 30 5 24 25 24 25 30 6 30 6 30 6 24 25 24 25 -.116.: 24 25 32 25 24 25 24 25 32 25 24 25 24 25 33 6. 33 6 8 6 24 .33 24 33 24 33 9 8 9 8 9 8. =1 778 .47 =2.936 3.706 -757. .623 -.071 .589 2.325 .193 -.816 .872 -3.907 3.288 =.793 2.13 :536 .972 -.281 • -.039 - 095 .262 -2.031 .574 3.345" 4.239 =904 .689 -.098 .707 2.854 2.608 -.569 .239 -.923 1.049 4458. 3.781 -.949 2.467 .637. 1.111 -.351 -.037 -.091. .239 1.818 .524 -3.558 '. 5.329 =.846 .686 =09 .667 -3.958 2 9 2 2 9 2 11 9 2 2 11 11 2 11 2 2 11 2 11 2 11 32 25 9 2 9 2 2 9 2 9 9 2 2 11 11 2 9 2 ., 2 9 2 9 2 9 32 29 9 2 9 2 2 11 2 11 9 2 .158 =.162 .095 -.096 .035 -.035 .054 -.062 .06 =.053 .035 -.035 .095 .112 .106 -.105 .054 -.049 .015 .087 -.087 .158 -.162 .377 •�:377 .007 -.008 .054 -.062 .06 L.053 .006 -.005 .35 5 .323 .323 .052 23 30 5 24 25 -.049 .015 -.016 .087 L.087 . .158 -.162 .604 -.599 .137 -.138 .053 -:OE 24 25 30 5 10 22 24 25 24 10 6 25 24 25 10 30 22 23 22 23 22 5 24 25 30 6 30 .5 10 22 9 22 24 25 24 25 24 25 9 24 22 24. 22 31 22 9 24 25 25 24 22 9 Torauefk-ftl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .001 0 0 0 0 0 0 0 .007 0 .001 .001 0 0 0 0 0 0 0 0 0 0 1 28 30 29 32 32 29 32 25 33 28 2 9 29 30 29 30 2 9 1 1 1 1 1 11 2 11 2 2 11 11 2 2 9 2 11 11 2 11 2 9 22 1 1 1 1 28 33 28 33 28 33 1.042 .813 .099 0 0 0 .097 .805 .799 -.811 .171 -.174 0 0 0 0 .307 1.042 -1.042 3.131 -3.13 .242 0 0 0 .22 2.9 -2.905 2.757 .831 0 0 0 0 .307 1.042 -1.042 5.192 -5.231 .471 .467 0 31 30 23 25 24 10 22 1 1 1 10 22 24 25 25 24 25 24 1 1 1 22 31 22 23 25 24 24 25 1 1 1 25 24 25 25 24 25 24 1 1 22 23 22 31 25 24 24 25 1 .509 19.424 -2.56 19.415 4.072 -15.214 0 0 0 2.064 -12.206 25.595 -6.441 25.586 -6.44 9.336 -2.454 0 o 0 9 2 2 9 1 1 9 2 11 2 -11 2 11 1 0 6.029 22.159 -3.143 22.121 -3.146 4.793 -17.434 0 0 o 1 2 2 9 2 9 1 1 2.571 -13.553 29.588 29.572 10.832 0 o 0 11 2 9 2 2 1 5.692 21.822 -2.862 21.939 -2.883 4.606 0 0 1 1 2 9 2 9 2 11 9 2 1 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and Bagsvtblumns.1 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 199 Member Sec EJ5C 1 max Axial[ ] LC y Shear[k] LC z Shear[k] LC 1.075 25 3.323 2 . 061 10 Torque[k-ft] 0 LC y-y Mom... LC z-z Mom... LC 11 0 1 0 1 200 min 1072 24 9 -054 30 0 29 0 1. 201 2 max 1.05 25 .228 9 .125 25 0 11 .425 25 2.385 9 202 min -1045 24 -1327 2 -.126 24 0 29 427 24 =15998 2. 203 3 max 1.015 25 .983 9 .552 24 0 11 4.792 24 42.469 2 204 min =1.02 24 5978 2 _▪ 551 25 29 -4779 25 -7.283 9 205 EJ5D 1 max 3.006 25 5.29 2 .415 24 .001 9 4.232 25 42.569 2 206 min -3.062 24 =895 9 -.408 25 005 2 =4275 24 7315': 9 207 2 max 3.006 25 3.551 2 .415 24 .001 9 1.782 25 16.053 2 208 min 3.062 24 -.609 -.408 25 -.005 = . 2 =1 786 24 2.805 9 209 3 max 2.979 25 1.807 2 .093 25 .001 9 0 1 0 1 210 min =3028 24 -329 9 .112. 24' .005 2 0 1.. 0 1x. 211 ES1 1 max .258 32 .012 22 .011 25 0 32 0 1 0 1 212 min -253 33 .008 2 `.011. 32 -.012 2 0 1 1 213 2 max 1.181 25 .011 24 .129 25 0 30 .353 24 .035 2 214 min 1185 24 0 11 -.128 24 -.006 " r- 2 -.355 25 215 3 max .737 25 -.004 2 .031 25 .012 2 0 1 0 1 216'. min -▪ 742 :24 -.015 :. 24 031 24 24 0, 1:. 0 217 ES2 1 max .144 22 .012 22 .011 25 .014 2 0 1 0 1 218 min -.161. 1.0 -.005 2: 24 0 33 0 1 0 1 219 2 max .328 10 .012 25 .109 25 .005 2 .312 24 .059 2 220 min 289 30 -003 , 11. -109 24 0 33 314 25 -.025 .: .,1 221 3 max .166 6 -.006 2 .026 25 0 25 0 1 0 1 222 min =.162 25 -015 22 24. -.013 2 0' 1. 1 223 ES3 1 max .142 30 .011 22 .011 25 0 11 0 1 0 1 224 min -.162 10 0 2 -01.1 24 -.005 2 0 1 0. ;1 225 2 max .175 25 .014 2 .11 25 .002 2 .315 24 .044 2 226 min -.322 5. -.001 11 - 11 24 0 32 -317• 25 -014 11i; 227 3 max .159 10 -.006 33 .026 25 0 2 0 1 0 1 228 min -1▪ 48 24 .014 24 -.026 24 0 30 0 0 1 229 ES4 1 max .204 33 .012 7 . 011 25 .003 15 0 1 0 1 230 min -.204 32 -.003 2. .01.1 24 10 0 171 231 2 max 1.088 24 .01 29 .128 25 .004 2 .352 24 .021 2 232' min -1.085 25 -.006 24 33 5 233 3 max .677 24 -.006 32 .03 25 0 25 0 1 0 1 234 -.676 25 25 24 -.005 1 235 1 max .898 24 .028 22 0 1 .017 2 0 1 0 1 min 33 30. -.001 11 o 237 2 max .898 24 0 1 0 1 .017 2 0 1 -.035 30 238 Min -.838 33 o 11 0 1 2 239 3 max .898 24 -.011 30 0 1 .017 2 0 1 0 1 240 min -.838 33 1 11 241 ED2 1 max 2.137 24 .028 22 0 1 .005 11 0 1 0 1 242 min 25 30 1 2 1 243 2 max 2.137 24 0 1 0 1 .005 11 0 1 -.035 30 244 min 25 1 2 1 22 245 3 max 2.137 24 -.011 30 0 1 .005 11 0 1 0 1 min 25 -.028 22 -.034 2 0 1 0 1 247 ED3 1 max 2.447 5 .028 22 0 1 .012 33 0 1 0 1 248 mifi 30 30 24 249 2 max 2.447 5 0 1 0 1 .012 33 0 1 -.035 30 250 min 30 1 0 -.012 24 -.083 22 251 3 max 2.447 5 -.011 30 0 1 .012 33 0 1 0 1 252 min -1.814 30 -.028 22 0 24 0 253 ED4 1 max 2.048 24 .028 22 0 1 .012 33 0 1 0 1 254 min -2.129 25 .011 30 0 28 0 255 2 max 2.048 24 0 1 0 1 .012 33 0 1 -.035 30 RISA-3D Version 10.0.0 [JA...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and 6'sgavt8)lumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number : Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 256'' 257 258 259 260 261 Member Sec Axialfkl LC v Shearlkl LC z Shearfkl LC min "-2129 25 0 1. 0 1 Torauefk-ftl -.013 LC y-v Mom... LC z-z Mom... LC 28 1 3 max 2.048 24 -.011 30 0 1 .012 33 0 1 0 1 min -2.129 25 -.028 22 1 -.013 28 ED5 1 max 2.49 25 .028 22 0 1 .026 2 0 1 0 1 min -2.41 24 011 30 0 1 11 0 1 2 max 2.49 25 0 1 0 1 .026 2 0 1 -.035 30 262'. 263 min -2.41 24 0 1 0 1 11 22 3 max 2.49 25 -.011 30 0 1 .026 2 0 1 0 1 264 265 min 2.41 24' :028 22 0 1 11 0 ED6 1 max 1.739 30 .028 22 0 1 0 30 0 1 0 1 266 267 268 269 min -2.248 6. .011 30 0 1 -.007 13 2 max 1.739 30 0 1 0 1 0 30 0 1 -.035 30 min `=2248 6 0 1' 0,> 1 .007 13 1 22 3 max 1.739 30 -.011 30 0 1 0 30 0 1 0 1 270 271 min -2.248 6 -' -.028 22 0 1 13 EC4A 1 max 18.677 2 1.463 9 1.471 25 .635 24 24.958 24 10.039 9 272 273 2 min. max -2109: 18.423 11 2 -1073 1.013 26 9 -1468 1.471 24 25 -.641 .635 25 24 12.479 24 2.011 2 274 min -2.261 11 1.073 26 `-1.468 24 .641 25 -12,502 25 -.708 275 276 3 max 18.17 2 .623 9 1.471 25 .635 24 0 1 10.647 26 min -2.413 11 1 073. 26 1 _468 24 .641 25 277 278 279 EC4B 1 2 max min max 18.117 3238'' 17.864 2 9 2 1.6 -566 1.262 14 30 14 1.286 -1286 . 1.286 25 24. 25 2.441 -2.444 2.441 24 25 24 21.854 10.927 24 25 24 10.431 .199 6 30 11 280 281 3 min max 17.61 9 2 -.566 1" 1.017 30 27 =1286 1.286 24: 25 2.441 25 24 -10.93 0 25 1 4.488 30 282 283 EJ 1 E 1 min max -3.542 1.826 9 25 566' 3.702 ' 30 2 -1286 .162 24 10 0 25 1 0 1.042 1 22 22.686 14 2 284 285 286 min =1826 24 -438 11 -.158 30 31 2 max min 1.826 1.826 25 24 1.89 -.196. 2 11 .087 -.087 .. 23 30 0 1 1 .307 22 -31 5.908 -.445 2 -11 287 3 max 1.826 25 .09 25 .015 23 0 1 0 1 0 1 288 289 min -1826 24 037- 32 -▪ 015 30 0 EJ2E 1 max 1.603 25 3.345 2 .162 10 0 1 1.042 22 22.159 2 290 min -1.603 24 -574 11 -158 30 1 -1.042 23 -3.146 291 292 293 2 max miry 1.603 •�1.603 25 24. 2.031 -.262 2 11 .087 087 31 30 0 1 1 .307 22 23 6.029 2 -11 3 max 1.603 25 .095 25 .015 31 0 1 0 1 0 1 294 295 296 min -1.603 24 ▪ 039 32 -_015 30 1 EJ3E 1 max 1.385 25 2.936 2 .162 10 0 1 1.042 22 19.424 2 min -1.385 24 471. . 1.1 -.158 22 1 23 -2.562 297 2 max 1.385 25 1.778 2 .087 23 0 1 .307 22 5.28 2 298 299 min -1 °385 24 '214" 11 -087" 22 23 3 max 1.385 25 .083 25 .015 23 0 1 0 1 0 1 300'. 301 302 303 304 305 min 1.385" 24 034` 32 22 0 1 0 EJ4E 1 max min 1.603 -1.603 25 24 3.345 ▪ 574 2 11 .162 =158 6 22 0 1 1.042 -1.042 30 23 22.159 2 2 max 1.603 25 2.031 2 .087 23 0 1 .307 30 6.029 2 min :1:.603 24 - 262 11 =_087 22.. 0 23 11 3 max 1.603 25 .096 25 .015 23 0 1 0 1 0 1 306'. 307 min 1.603. 24 ▪ 039 32 -.015 22. 308 309 EJ5E 1 max 1.826 25 3.558 2 .162 5 0 1 1.042 30 21.822 2 min -1:826 24 - ▪ 525 11 -158 30 -1.042 23 -2.864 11 2 max 1.826 25 1.818 2 .087 23 0 1 .307 22 5.692 2 310`. 311 3 min max . =1.826 1.826 24 25 -.239' .091 11 25 -▪ 087 .015 30 23 0 1 0 1 0 1 312' min 1.826_`, 24 036 32 -015 30 0 RISA-3D Version 10.0.0 Expansion final with original EX loads on existing and Fhwjevtiblumns.r Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 313 Member Sec Axial[k] LC y Shearjk] LC z Shear[k] LC ES5 1 max .172 32 .013 7 .009 33 0 LC y-y Mom... LC z-z Mom... LC 32 0 1 0 1 314 mm 172:' 33 '.014,• - 2 -01 24 2 315 2 max .973 25 .012 23 .123 25 -.001 32 .336 24 .064 2 316' min 982 24 7 -124 r. 24 2 25 317 3 max .512 25 -.004 2 .03 25 .032 2 0 1 0 1 318 min 24 - 015 24 =031- 24 24 0 319 ES6 1 max .235 33 .012 7 .009 33 .022 2 0 1 0 1 320 min -.232 32 -.009 2 01 24 9 0 1 0 1 321 2 max .993 24 .02 2 .12 25 .006 2 .331 24 .05 2 322` min 997 25 -.006 7 =:121 24 30 -.328 25 -.013 323 3 max .538 24 0 2 .029 25 .004 22 0 1 0 1 324 min -.545 :. 25. -014' 23 -029 24 3 0 o 325 ED7 1 max 2.114 30 .028 22 0 1 .015 2 0 1 0 1 326 min -2,849 6 011 30 0 1 30 327 2 max 2.114 30 0 1 0 1 .015 2 0 1 -.035 30 328` min -2.849 6 0 0 1 30 0 22 329 3 max 2.114 30 -.011 30 0 1 .015 2 0 1 0 1 330 min -2849 6 -.028 22 0 . 1` 30 331 ED8 1 max 1.86 24 .028 22 0 1 .008 11 0 1 0 1 332. min -=1.727 25 .011 30 0. 1 -.048 333 2 max 1.86 24 0 1 0 1 .008 11 0 1 -.035 30 334 min --1727 . 25 0 .0. 1 -.048 22 335 3 max 1.86 24 -.011 30 0 1 .008 11 0 1 0 1 336 min =1727 25 028 22 0. 1 -.048 2 337 ED9 1 max .884 32 .028 22 0 1 .004 14 0 1 0 1 338 min -1014 25 .011 30 0 11 0 339 340 2 max min .884 =1014 32 25 0 0 1 1 0 0 1 1 .004 14 0 1 -.035 30 ,22 341 342 3 max min .884 1:014 32 25 -.011 -.028' 30 22 0 0 1 1 .004 14 0 1 0 1 1 343 EB4A 1 max .244 22 .956 11 .864 33 .047 2 1.769 24 .002 2 344 min 246::: 10 7.855 2 9 24 9 33 o 345 2 max .244 22 .873 11 .864 33 .047 2 1.166 25 25.756 2 346 min - ▪ 246 10 =7.994 2'" .89 24' 9 24 -2.972 11 347 348 3 max min .244 -▪ 246 22 10 .789 8..133 11 2- .864 -.89 33 24 .047 2 9 3.972 33 24 51.963 -5.673 2 349 EB4B 1 max .381 9 10.039 2 .517 32 .047 2 3.338 33 43.894 2 350 min -.866 26 -1.624 11 -.528 33 9 24 11 351 2 max .518 33 3.193 14 1.2 24 .004 14 4.921 24 12.669 2 352 min 1048' 28 2.878" 26 -1.192 25 31 25 353 3 max .321 30 2.57 9 2.343 25 .007 22 1.34 24 42.317 2 354 min -.8 27 9.784 2 2386 24 2 25 355 356 EB4C 1 max min .443 =435 25 24 7.828 2 11 1.123 -1.173 . 25 24 .007 22 2 3.781 -3.698 24 25 49.972 2 357 358 2 max min .443 25 24 7.689 1058. 2 11- 1.123 -1.173 25 24;. .007 22 2 .25 30 6 24.757 2 -11 359 360 3 max min .443 �4▪ 35 25 24 7.549 -1.141 2 11 1.123 =1173: 25 24 .007 22 3.601 25 24 .001 9 2 361 362 NC6 1 max min 21.808 6:622: 26 9 4.024 1.383 14 30 3.099 3.103 25 24 1.029 33 32 52.744 24 25 29.137 6 363 2 max 21.143 26 3.673 14 3.099 25 1.029 33 26.372 24 3.507 9 364 min -6.985 : 9 -1383 30. -3.103 24 32 -26.345 25 -7357-1 2 365 3 max 20.53 2 3.369 14 3.099 25 1.029 33 0 1 8.956 30 366 min -7348 9 =1383 30 =3.103 24 32 -34.066 4 367 368 NJ3D 1 max min 1.31 -1.31 25 24 2.915 -742 14 9 .166 -148.- 9 22.: 0 1 1 .974 30 9 18.547 14 369 2 max 1.31 25 1.669 14 .083 9 0 1 .286 30 4.795 14 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and espwliblumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 370 371 Member Sec Axialfkl LC v Shearfk1 LC z Shearfk1 LC -:081F 372 373 3 min max -1.31 1.31 24' 25 -.371 .085 9 24 .014 22 31 To rauefk-ftl 0 <: 0 1 .286 0 LC 31 1 0 1 374 375 376 377 378 NJ2D 1 2 379 380'! 381 NJID 3 1 min max min max min max .-1.31. 1.31 1.31, 1.31 1.31 24 25 32 25 32 25 0= 2.915 -742 1.669 • -.371 .085 15 14 9 14 24 -.014 .166 =.148 .083 .081." .014 22 5 22 5 22 23 0 0 0 1 1 1 1 .974 .286 0 30 6 30 23 1 18.547 4.795 0 14 14 1 min max -1.31 1.2 32 33 0" 2.707 2'. 14 =:014 .166 22'. 6 0 0 1 .974 30 17.211 14 382 383 2 384 385 386' 387 388 389 N B3A 3 1 2 min max min max min max min max 390 391 392 393 394 395 396 397 NC4 3 1 min max 1:201 1.2 -1.201 1.2 1201" .911 -2.943 .28 -2.363 1.78 32 33 32 33 32 30 14 32 14 30 -.663 1.547 .078 0 7.591 -401 1.581 •-8.522 4.027 9 14 9 24 15 26 •9: 30 14 2 .083 -.081 .014 .014 1.13 -1.134 .763 =:763 2.807 22 6 22. 31 22 25 24' 24 25 25 0 0 0 .004 .032 1 1 1 9 13 14 9 .994 .286 0 3.952 3.364 -3.308 7.829 6 30 23 1 1 24 25 24 25 25 4.448 0 43.506 -25.506 9.438 3.637 14 1 26 9 5 11 2 min max min 3 398 399 NJ3C 400 401 1 2 402 403 3 max min max min max min max min max -3.084 19.046 -5.922 18.442 -6.285 17.837 -6.648 .924 -.738 .921 .919 6 14 9 14 9 14 9 10 30 10 30 10 =1.193 3.504 -1.204 3.153 1'204 2.849 -1.204 2.745 -.836 .14 -▪ 581 . 1.114 9 14 30 14 30 14 30 14 9 9 14 9 2.854` 3.097 -3.1 3.097 3.097 3.1 .059 =049 .099 - 098 .084 24 25 24 25 24 25 24 10 22 24 25 30 1.049 1.049 1.049 0 0 0 14 33 32 33 32 33 32 13 30 33 28 30 52.679 -52.627 26.331 .016 0 o .097 .26 24 24 25 24 25 25 24 1 1 5 30 22 25.203 3.136 7.84 -29.55 0 0 5.528 -17.325 18.536 6 9 26 30 1 9 14 14 404 405 406 NJ2C 1 min max -736 .88 30 5 -3.901 2.798 14 14 =.112 .058 5.. 10 0 0 .13 29 0 1 0 1 30 -.799 9 -.048 22 32 407 408 409 410 411 NJ1C 2 3 412 413 1 2 max min max min max min 414 415 416 417 418 419 420` 421 NS3 422. 423 424 425 3 1 max min max .914 -:976 1.495 `-1.516 1.039 -1.053 1.111 1124"' 1.182 25 10 25 24 25 24 25 24 25 .139 -_578 1.078 -3.96 2.567 -.754 .126 -541 1.005 9 14 9 14 14 9 9 14 9 .129 -.129 .08 .106" .057 =048 .082 .574 24 25 22 5 10 22 25 24' 24 0 0 0 0 0 0 28 33 10 26 2 11 2 11 2 .093 .076 .502 0 0 .51 5.174 9 22 24 25 1 25 24 24 5.144 18.558 0 5.021 17.291 9 14 14 1 1 9 14 min max 1.202 .141 24 30 =3.647 .021 14 29 :575 .072 25 25 0 .004 11 14 0 25 1 0 1 NS4 2 3 1 min max 2 426' 3 min max min max Min max min max .2s .612 -466 .195 .658 =:654 .915 .-916 .46 5 5 25 5 25 25 24 25 24 25 ▪ 004 .019 =1032" .039 -▪ 019 .02 .005 .019 -0O3 .04 9 5 26 2 5. 22 31 5 2 2 -.072 .036 -.037 .035 -.035 .074 -075' .037 - 037, .044 24: 25 24 32 33': 25 24' 25 24 32 .006 .025 .004 0 .002 .005 9 2 5 2 6 9 14 5 2 6 .102 0 0 0 .111 0 24 25 1 1 1 25 24 1 .069 0 0 0 .068 0 26 1 1 26 1 min .459. 24 -.019 5 33 2 0 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and eangsvlblumns.r Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 427 Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC ND3 1 max 1.447 30 .036 22 0 1 Toraue[k-ft] .034 LC y-y Mom... LC z-z Mom... LC 32 0 1 0 1 428 min -2.084 5 015 30 0;. 1 25 429 2 max 1.447 30 0 1 0 1 .034 32 0 1 -.046 30 430. min 2.084' 5 0 1 25 0 431 3 max 1.447 30 -.015 30 0 1 .034 32 0 1 0 1 432 min -2.084 5 036 22 0 1 25 0 433 N D4 1 max . 884 22 .036 22 0 1 .002 18 0 1 0 1 434 min. -1.069 10 30 0 1 6 0 0 435 2 max .884 22 0 1 0 1 .002 18 0 1 -.046 30 436 min .1069 10' 0 1 0 1 0 437 3 max . 884 22 -.015 30 0 1 .002 18 0 1 0 1 438 min -1:069' 10 .036 22 0" -.002 6 0 0 439 440 N B2A 1 max min 1.002 -2652 -' 30 14 6.457 3..656 26 9 1.184 1.187., 25 24 .016 24 25 4.11 24 25 38.162 26 9 441 2 max .638 9 1.365 22 .936 32 .019 25 2.802 24 8.768 5 442. min 1.678 26 6.562 14 -.935 33 .018 24 25 443 3 max 1.033 30 2.47 2 1.007 25 .012 24 2.557 25 2.199 11 444 min 6 - 895 9 =1"018 24 -.011 33 24 445 NC2 1 max 22.291 14 3.432 14 3.1 25 1.026 33 52.74 24 23.305 5 446 min 6.516 9 =993 30 -3.102 :. 24 -52.693 25 447 2 max 21.687 14 3.081 14 3.1 25 1.026 33 26.37 24 3.316 9 448 min -6.879 9. 993 30 -3102 24 -1.029 32 -26.346 25 449 3 max 21.082 14 2.777 14 3.1 25 1.026 33 0 1 6.149 30 450' min -7242 9 �.993 30 -3.102 24 32 '-29.665 14 451 NJ3B 1 max .839 10 3.902 14 .118 5 0 13 .263 30 18.533 14 452 min -.704 22 =1113 9' - 082 22 30 9 453 2 max .832 10 .581 14 .095 24 0 25 .106 9 5.522 9 454 min -.699 22 .139 9 -094 . 25 32 22 455 3 max .828 10 .835 9 .051 30 0 30 0 1 0 1 456 min 22 -2745 14. 66 9 13 457 NJ2B 1 max 1.606 24 3.958 14 .109 5 0 26 .523 25 18.553 14 458 min -1.606 25 1:078 9 08'» 22 0 10 459 2 max 1.043 24 .578 14 .124 24 0 32 .101 9 5.151 9 460 min 1043 25 139: 9 -.124 ". 25 29 22 14 461 3 max .702 5 .8 9 .05 30 0 33 0 1 0 1 '462 min -.448 22 '-2:797 14 -.066 9 28 463 NJ 1B 1 max .545 24 3.644 14 .562 24 0 11 5.045 25 17.171 14 464 min :-.577 25 1004 9 25 2 24 465 2 max .474 24 .537 14 .081 25 0 11 .498 24 5.039 9 466 min 25 125:. 9 081 24 0 25 -16.324 467 3 max .403 24 .756 9 .05 30 0 11 0 1 0 1 468 min -43 25 -2.571 14 -.065 . 9 0 1 469 NS2 1 max .136 22 .021 28 .071 25 0 9 0 1 0 1 470'- min ._.__... . ... -.166 6. .004 9 -.071 24 14 0 471 2 max .485 6 .019 5 .035 25 .002 5 .097 24 .068 26 472 min -452 24 - 032 26 =-035 24 25 473 3 max .188 25 .039 2 .035 32 .003 6 0 1 0 1 474 min 189 24 -.019 5 -.035 33 475 ND1 1 max .93 30 .036 22 0 1 .002 7 0 1 0 1 476 min -1.142 10 . 015 30 0i 1= 16 477 2 max .93 30 0 1 0 1 .002 7 0 1 -.046 30 478 min 1142: 10. 0 1 0 1 -.003 16 0 22 479 3 max .93 30 -.015 30 0 1 .002 7 0 1 0 1 480 min -1.142 10 22 0" *1 0 1 481 482 ND2 1 max min 1.359 -1.652 22 6 .036 22 31 0 0. 1 .038 -.034 24 33 0 1 0 1 1 483 2 max 1.359 22 0 1 0 1 .038 24 0 1 -.046 31 RISA-3D Version 10.0.0 [JA...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and 6'agerZblumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 484 Member Sec Axialrkl LC y Shearrkl LC z Shearfkl LC min =1.652 6 0 1 0 1;,;, Torauerk-ftl -.034 LC y-v Mom... 33 0 LC 1.` z-z Mom... LC 2 485 3 max 1.359 22 -.015 30 0 1 .038 24 0 1 0 1 486 min -1.652 6 -036 22- .034 33 0 1 0.. 1F 487 NB1A 1 max .784 33 7.532 26 1.132 25 .009 2 3.954 24 42.401 26 488 min -2.322 28 =3:904 9 1134 24 0 9 `3.950 25 -24.605 489 2 max .914 9 1.223 22 .778 24 .006 6 3.407 24 9.085 5 490 min 2.084 28 7.817. 14 -769 25 004 13 -3.426 25 4.752 22.. 491 3 max .891 30 2.883 2 2.323 25 .032 10 5.832 25 2.801 11 '492 min =1'573, 6 -.9 9 2265 24 .074 2 5.671 24 -23.227 2 493 NS1 1 max .644 24 .02 22 .074 25 .007 14 0 1 0 1 494 min =.641 25 .005 9 -:074 24 0 9 0 1 0 1 495 2 max .899 24 .019 5 .036 25 .006 2 .107 25 .065 26 :496 min 25 -.031 2' -.036 24 -.002 5 -.108 24 �012 9 497 3 max .456 24 .04 2 .044 32 .022 2 0 1 0 1 °498° min -453 25 =.019 - 5- 33 33'. .006 6 0 1 0 1 499 NJ3A 1 max 1.31 24 0 7 .014 22 0 1 0 1 0 1 500 min 25 =.085 '> 25 31 0'. 1 0 1 501 2 max 1.31 24 .371 9 .081 22 0 1 .286 22 4.795 14 502` min -131 25 `'-1'.669 14 -.371 5" 0.. "-1 112 9 1.113 9 503 3 max 1.31 24 .742 9 .148 22 0 1 .974 22 18.544 14 504 min _131 25 =2.915 14 -.454 5=' 1 =3585 9 �4.453 9 505 NJ2A 1 max 1.31 24 0 7 .014 30 0 1 0 1 0 1 506 min -1.31 33 -.085 25 -.014 23 0 1. 0- 0 507 2 max 1.31 24 .371 9 .081 30 0 1 .286 22 4.795 14 +`508: min 33 =1669 " 14 .371 9: 1 '-1112 9 -1.113 9.: 509 3 max 1.31 24 .742 9 .148 22 0 1 .974 22 18.544 14 510 min -1.31 33 -2.915 14 -.454 9 1 =3585 9 9 511 NJ1A 1 max 1.201 24 0 7 .014 22 0 1 0 1 0 1 512 min -1.201 25 :078 •'. 25 • -.014 23 0 °? 1; 0 1 0 513 2 max 1.201 24 .331 9 .081 22 0 1 .286 22 4.447 14 514: min 1 201. 25 14 -.371 5 0 1 =1112 ".9 -994 9 515 3 max 1.201 24 .663 9 .148 22 0 1 .974 22 17.208 14 516 min 1201 25 2.707- 1.4 -454 •. 0.. 1 3:585 5 -3.978 517 NJ5D 1 max 1.494 33 2.976 14 .166 9 0 1 .974 30 17.857 14 518 min 24 22 519 2 max 1.494 33 1.488 14 .083 9 0 1 .286 30 4.487 28 520 min 24 22 0 -.286 23 9 521 3 max 1.494 33 .079 28 .014 23 0 1 0 1 0 1 522 min 24 0 11 22 1 523 NJ5C 1 max .281 33 3.38 14 .057 10 0 9 0 1 0 1 524 min 9 9 24 0 28 -011 0 525 2 max .316 33 .124 9 .144 24 0 9 .237 24 4.923 9 526 min .34 9 14 25 0 28 25 527 3 max .359 33 .993 9 .317 25 0 9 2.373 25 17.882 14 528 min 32 14 24 28 24 529 NJ5B 1 max .36 32 4.496 14 .313 25 0 16 2.367 24 17.879 14 530 min 9 .993 24. 0 25 9 531 2 max .317 32 .559 14 .141 24 0 16 .236 25 4.922 9 532 min -.14 25 24 533 3 max .281 32 .744 9 .05 30 0 16 0 1 0 1 534 min 9' 14 9 11 1 535 NJ5A 1 max 1.494 32 .001 15 .014 30 0 1 0 1 0 1 536 min 33 29 31 0 537 2 max 1.494 32 .331 9 .081 30 0 1 .286 30 4.487 29 538 min 33 -1.488 14 9 0 1 -1.112 5 9 539 3 max 1.494 32 .663 9 .148 30 0 1 .974 30 17.854 14 540 Min 33 9 0 9 -3.978 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and BargsvnIumnss3 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) Torauerk-ftl -v Mom... LC z-z Mom... L 541 NB1B 1 max .647 5 1.658 9 1.134 24 .038 2 2.399 25 0 11 '542 min -.315. 24 -7.474 :14' . -1.154 25: -.006 ' '6 '=2.407,'59 0 16 , 543 2 max .647 5 1.568 9 1.134 24 .038 2 1.654 32 26.423 14 544 `� '' min x :=315 24 �: -762494 =1.154 ; .. 25 =.006 ".,.. 6 " ::=1.643 `" 33 -5 644:,,,::9:: 545 3 max .934 5 3.34 9 1.922 24 .009 2 4.95 32 60.307 14 ' 546 -min - 534 . 24 =14 707 14: =1.917 25 0 9 - =4.942 -% 33 =12 834 9 547 NB2B 1 max .119 10 1.491 9 .542 32 0 1 0 1 0 16 548 - , ;`:.... min . -098. 22 :-6763 14 =:`542 ; 33': 0 r. 1 0 1 0 11 549 2 max .119 10 1.401 9 .542 32 0 1 1.897 32 23.933 14 ,550Y min -.098 : 22 :`-6.913. ��14 -. 2H 33- .- 0 1]gi'l:'N" . 1 =18964 "33 .'-5 06 19 551 3 max .241 10 2.992 9 1.872 24 0 1 5.121 32 54.113 14 552 min , =197"' 22 -12.778 14 '.•-1.871 25-- 0 1 �5.119 : '33 -11 484 9 553 NB3B 1 max .315 24 1.657 9 1.155 24 .005 6 2.322 25 0 9 554 ; < Min - 317 : 25 . °-7.475 14 -1.135 25 . .038 '. ' 2 :=2.401 li 24 0; " 28 - . 555 2 max .315 24 1.567 9 1.155 24 .005 6 1.644 32 26.426 14 '556 :, min -.317 25 -7.625 " 14 ` -1 135 25 .038 ' _ ::'2 -111.653-= =33 `-5.641 9 ": 557 3 max .536 24 3.339 9 1.92 24 0 9 4.945 32 60.312 14 558 ' .:..:: min . -.538 25 -14.707 14 -1 923" : 25` .009 . ... 2 `-4 947 33.:412 829 ;:9 559 M94 1 max .955 25 1.877 2 .055 10 0 9 0 1 0 1 ':560 ....:.. ,. ,. min =928 ,'32 _ .283 'g 6-051 ,11 "22 :.,;' .002 a F,,, , J,2 0 "�:1 r; 0;, '-:" 1 561 2 max .964 25 .114 9 .193 32 0 9 .237 33 .815 9 562 ..: min -.938 32 " -1 134 2 : -1.96 33' : -.002 '2 - 234 32 -3.694 2' 563 3 max .964 25 .518 9 .193 32 0 9 1.701 24 22.733 2 ' 564 min - 938 : 32 . -4153 :2' -.'196 33 ' .002 2 =1.721 33 - =2 348 ':11." 565 M95 1 max 3.184 25 1.129 2 .055 10 0 9 0 1 0 1 566 =, min -3 087 : 24 :4.352 , 11 - 049 " 22` :-.002 : : 2 - 0 4 0'- 1 567 2 max 3.177 25 .148 11 .058 6 0 9 .075 24 .934 11 568 , , min -3.079 ' 24 =-1.'144 ': 2 - 045 "° 30. -.007 - : 2 - 081 25 : =.441 " -, 23" ` 569 3 max 3.177 25 .668 11 .074 22 0 9 .179 22 22.117 2 570. ::. : ," min " -3.079 24 :"-3.333: 2" -.077 9 '... -.007 1.. . - '2 -.171 . 31 '=3.146 : 11. _: 571 M96 1 max .652 30 .973 2 .055 10 .001 2 0 1 0 1 572 'thin .-1:48 ,=�6 �:=282 � `9'' - 049.4 22: ._ ..-0 9 ''0 - . ;1 0:.. ".. 573 2 max .5 28 .112 9 .091 24 0 30 .158 25 .705 9 .574 ... min - 445 ' 25 -.985-`. 2`I = 089 . 25: 0 , 29 --163 24 =:569 ': 123 : 575 3 max .5 28 .541 9 .091 24 0 30 .743 24 19.419 2 '576 :: min -445 25 -2.914: 2 -089 : 25' -... ....0.., :- ;, 29 =.73 : 25 '.=2561. -:11 " 577 M97 1 max .054 8 1.111 2 .052 9 0 9 0 1 0 1 578 , ::: , . min = 066 . 1:6 .351 9' .:- 049: 24 0 ;- "-:>:22 0 1.. , : 0 : '1:',' 579 2 max .112 24 .147 9 .406 24 .004 2 .761 25 .923 9 580 .. it " " .. 'min .112 29 =1 132 2: : -.404 " 25 .. 0 ..: ; ... 30 -.766 : '24 - 408 .22 581 3 max .112 24 .668 9 .406 24 .004 2 3.294 24 22.141 2 582 min ..112 29 5-3 321 2 404 25 0 = ' 30 -3.28 :` 25 -3.15 - 11 "'' 583 M98 1 max 2.979 25 1.807 2 .103 25 .001 9 0 1 0 1 :584 -`" ..-.;:; . " min �=3.028 24 - .. -33 , 9"_ s .005 ., , 2 0 ' ;"" .1: �. 0 4 585 2 max 2.946 25 .14 11 .437 24 .001 9 .667 25 .916 11 i586 ...... " , ... min -3 002 `24 : -1 092 2 = 441 ' :25 - -.005 , 2 _ 66 24 ==3 574 2 587 3 max 2.946 25 .616 11 .437 24 .001 9 3.709 24 21.84 2 588 thin"=3.002 24 - -3.992 - 2, -.44'1:: 25 005 ` 2 -3.747.. 25" -2 862 . :11 ,:` 589 NJ4D 1 max 1.31 25 2.915 14 .166 5 0 1 .974 30 18.547 14 :590 min ..=1 31,. 24 . - 742 ` 9'' =1.48 ' 30 :... 0.','.:' ;;1 -:994 --: 5 -4.453 9=': 591 2 max 1.31 25 1.669 14 .083 5 0 1 .286 22 4.795 14 592 min -131 ': 24 . `= 371 ° '9:' - 081:.:30, " 0 1 " .. <=:286 : 31 ,"-1.:13 9 - 593 3 max 1.31 25 .085 24 .014 23 0 1 0 1 0 1 `594 min . >-131 :` 24 :.:' 0.. r.. 2 .-.014':- 30 , , 0. , ;:;:... '1 0 .: 1 0:,'::::.. - .1 : 595 NJ4C 1 max .653 25 2.858 14 .059 10 0 8 0 1 0 1 .596 min ` -.679 24 - 841 s.t 9 -.049 22 .005 ` . 2 . 0 1 0: 1 . 597 2 max .582 25 .139 9 .099 24 0 9 .125 24 5.59 9 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and &v 21plumns.r3 ?2 Company : Gerald Male & Associates Designer : BSE Job Number : Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Member Section Forces (Continued) 598 599 Member S 600' 601 ec 3 min max Axialfkl LC v ShearfkL LC z Shearfkl LC =▪ 608 602 603 NJ4B 1 min max 604 605 606 607 608 609 NJ4A 2 3 1 610 611 2 612 613 614 615 616 NC5 3 1 2 min max min max min max min max min max min max min 617 618 619 -620 621 622 623 624 NC3 3 1 2 max min max min max min max 625 626 627 NC1 3 1 628 629 2 630 3 min max min max min max min max .523 . 545 .523 -.546 .581 .651 1.31 -1.31 1.31 -1.31 1.31 -1.31 18.97 18.365 -1.58 17.761 1943 14.674 9" 14.07 1`.053 13.465 -1.415 17.518 `-1:082 16.914 . 1.445 16.309 24 33 32. 32 33 24 25 24 25 24 25 24 25 24 25 14 9 14 9 14 9 14 9. 14 9 14 9 14 9 14 9. 14 '-.578 1.12 4.018 1'12" .578 - -.139 .841 2859 0 -.085 .371 -1.669 .742 -2.915 3.557 r=2:465 3.089 2.465 2.683 2.465 3.297 2.125 - 2.829 -2125." 2.423 2.125' 3.366 2089" 2.898 2.089 2.492 14 9 14 14 9 14 9 9 14 7 25 9 14 9 14 9 26 9 26 9 26 9 26 9 26 9 26 9 26 9 26 9 -.099 .222 .22 .095 =094 .051 -066 .014 -.014 .081 .148 -194 3.446 -3'447 3.446 -3447 3.446 '=3.447 3.436 -3.437 3.436 3:437 3.436 -3.437 3.45 3.45 =3.45 3.45 25 25 24 25 24 24 25 30 9 22 23 22 5 22 5 25 24 25 24 25 24 25 24. 25 24 25 24 25 24 25 24 25 Torauefk-ftl 0. .005 0 0 0 0. .005 0 0 0 0 7.146 =7.131 7.146 -7.131 7.146 7.1.31 6.877 -6.881 6.877 "-6.881'. 6.877 -6881 7.171 -7186` 7.171 7.186' 7.171 LC v-v Mom 28 2 8 8 2 16 11:. 2 7 1 1 1 1 1 1 24 25 24 25. 24 25 24 25 24 25 24 25 24 25 24 25 24 1.493 -1488 1.485 .125 0 0 0 .286 .974 58.601 29.301 -29.294 0 0 58.394 29.182 .029 58.645 -58.642 29.323 -29.321 0 LC z-z Mom... LC 25 25 24 24 25 25 24 1 1 1 1 22 10 22 5 24 25 24 25 1 24 25 24 25 25 24 24 25 24 25 1 18.529 18.527 5.589 -18.562. 0 0 0 4.795 18.544 29.278 -19.822 3.063 22.086 27.026 2.235 18.658 27.626 -16.875 2.31 18.644 14 14 14 9 9 14 1 1 14 9 14 9 9 26 27 26 9 9 26 27 30 26 9 9 27 26 min =1.808 9 =2.089 26 -345 24 7.186 25 Envelope Joint Reactions 1 2_..!,. 3 4 :. 5 Joint EB1 EB3 6` 7 .8. 9 -10 11 EB5 EB2 max min max EB4 12 : 13 14 15 16 17 =18' 19 EB6 EB7 EB8 NB6 N B4 min max min max min max min max min max min max min max min max X [k] LC 1.39 1.386 1.393 -1391 1.38 - 1381 1.236 =1235 1.238 _ �1238 1.231 -1232 1,394 1.235 -1.224 3.054 -3.053 ''' 3.055 33 32 33 32 33 32 33 32 33 32. 33 32 33 '32 33 32 25 24 25 Y [k] LC 24.001 -2.797 18.926 =2.384 28.476 -4151 15.301 =2.097 11.49 1.618: 16.547 =2.906 18.677 -2.109 18.117 3.238: 21.808 6.622 19.046 2 11 2 11 2 11 2 11 2 11. 2 11 2 11 2 9 26 9 14 Z [k] 1.101 =.774 " 1.084 -.737-- 1.162 -.989 1.102 .326 1.088 1.144 1.466 1.05,. 1.57 =.561 3.998 -1.377 3.485 9 26 9 9 26 5 30 5 22 5 30 9 26, 14 30 14 30 14 6.927 -5.442 6.804 93 7.377 6.951 -2.88 6.836 7.303 10.039 10.431 29.137 25.203 9 26 9 ,26 9 26 5 22 5 22, 5 22 9 26 6 30 6 30 6 .631 .515 .688 2.233 2.241 2.219 -2229 .635 1 2.441 4 1.029 -1.027 1.049 24 25 24 25 24 -25 24 25 24 25 24 25 24 25 24 25 33 32 33 24.902 24.836 24.919 21.937 21.894 21.931 24.958 25.004 21.854 52.744 52.679 24 25 24 25 24 25 24 24 25 24 .25 24 25 24 25 24 25 24 20 min '24 9 3 -32 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and easev25DIumnsi 74 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:24 AM Checked By: Envelope Joint Reactions (Continued) Z fkl 21 NB2 max 3.049 25 22.291 14 3.414 14 23.305 5 1.026 33 52.74 24 22 min " -3.058 24 -6.516 9 -.989 30 -10.737,. 30 ` -1.029 ` 32 ; -52.693 :.25 23 NB5 max 3.407 25 18.97 14 3.56 9 29.278 9 7.146 24 58.601 24 24 " min -3.41 '<' 24 -1.217 '. 92.449 26 ,'-19.822 26 -7.131 ` 25 -58.588 "" 25 25 NB3 max 3.404 25 14.674 14 3.299 9 27.026 9 6.877 24 58.394 24 26 min -3.404 24 -.69 9 -2.115 26 -17.468 26 -6.881 25 '-58389: 25 27 NB1 max 3.415 25 17.518 14 3.368 9 27.626 9 7.171 24 58.645 24 28 : " min -3.41 24 : -1.082 9-2.077 26 '?-16.875" 26 -7.186 ° 25 -58.642 25 29 Totals: max 29.735 25 260.55 2 27.314 5 30 min -29.735 `24 -`-40.869 9 12.362` 22 Envelope Drift Report =Drift finl LC Ht f%1 Join n 1 1 max ET4 1.841 24 .902 ET4 .146 22 .071 2 min ET4 -1.841 " 25 903 ", ET4 ' =.23 l' , . 9_ 113 =;' RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and Baiev2 Iumns.r3 Deflection Checks Beam Lcant. _ -cant. _ Ncant. = Joist Lcant. _ Lspan = -cant. = -span = Ncant. = Nspan = 7ft 0.301 inches 558 = 2*Lcant* 12/Ocant 12 ft 32 ft 0.176 inches 0.596 inches 1636 = 2*Lcant*12/-cant 644 = Lspan*12/-span Member deflections are ok Story Drift New -max = 2.291 inches -seis, design 2.291 inches H= 18ft -allowed = 4.32 inches, = 0.02*H*12 Story drift is ok Lspan = -span = N span = 15.25 ft 0.102 inches 1794 = Lspan*12/Aspan Beam to Column Moment Connection Existing Mmax = Beam Size = Cap PI. Length = Weld Size = Web Stiffener, t = Web Stiffener, Fy = Weld Size = Gusset Length = Column Width = Weld Size = # of Gussets ea side = Beam to Cap Connection Weld, S = (weld = Web Stiffener Tension = Plate Capacity, Pn = Weld Capacity = Column to Cap Connection Weld, I = Weld, S = fweld 18.6 k-ft W14X43 bf = 8.0 inches k1 = tw = 0.305 inches tf = 14 inches 0.3125 inches, beam to cap plate 0.375 inches 36 ksi 0.3125 inches, web stiffener to beam 3 inches, gusset from column to cap 8 inches 0.25 column to cap & gusset to cap 2 gussets each side of column 57.3 In3 3.9 ksi OK, Less than 14.8ksi 15.9 kips 48.5 kips OK, Greater than T 55.5 kips OK, Greater than T 263.5 In4 37.6 In3 5.9 ksi OK, Less than 14.8ksi 1.000 inches 0.530 inches Based on 14.8ksi weld ca 7-7 SECTION 1ctSi-tNCs floem 117 CatAAMIKI P.�t�►N C \i 1\1 r4 V • 3/e" NEB STIFFENERS EA. SIDE OF NEB 3/I6 BEAM 11/4"xci,2 "x 14" 3/8 "x3 "x6" GUSSET AT 6545" GAGE - TYP. OF (4) PER COLUMN TS COLUMN OUTLINE OF GMU PILASTER SHOWN DASHED FOR CLARITY SEE DTL. 6/S-I SCALE : 3/4" = 1'-0" 5-1 —712 Beam to Column Moment Connection New Mmax = Beam Size = Cap PI. Length = Weld Size = Web Stiffener, t = Web Stiffener, Fy = Weld Size = Gusset Length = Column Width = Weld Size = # of Gussets ea side = Beam to Cap Connection Weld, S = (weld = Web Stiffener Tension = Plate Capacity, Pn = Weld Capacity = Column to Cap Connection Weld, I = Weld, S = (weld = 47 k-ft W14X43 bf = 8.0 inches k1 = tw = 0.305 inches tf = 18 inches 0.3125 inches, beam to cap plate 0.375 inches 36 ksi 0.3125 inches, web stiffener to beam 3 inches, gusset from column to cap 12 inches 0.25 column to cap & gusset to cap 2 gussets each side of column 81.2 Ina 6.9 ksi 31.3 kips 48.5 kips 55.5 kips 619.3 I n4 68.8 Ina 8.2 ksi OK, Less than 14.8ksi OK, Greater than T OK, Greater than T OK, Less than 14.8ksi 1.000 inches 0.530 inches Based on 14.8ksi weld capacity 74 Company Designer Job Number : Gerald Mele & Associates : BSE 1 A(A-ici 15 cove 'oc Costco Gas Station Canopy - Tukwila, WA Jan 2, 2014 4:01 PM Checked By: Joint Reactions (Bv Combination) 1 LC 52 Joint Label EB1 X [k] 0 Y [k] 6.104 Z [kl -.146 MX [k-ft] -.904 MY [k ft] -.004 MZ [k-ft] -.014 52 EB3 5.044 -726" 004 - 014 3 52 EB5 0 7.179 -.159 -.95 -.004 -.016 4 52 EB2 0e. "4.162'' 0' =003 5 52 EB4 0 3.502 -.002 -.083 -.002 -.002 6 5 0 4718 .01` -.003 .002 -.002 7 52 EB7 0 5.024 -.146 -.832 -.004 -.017 52" EB8 0 4.452 .654 9 °10 52 NB6 NB4. -.001 :001" 7.002 6.25 .447 2.186 1..527 . -.003 =:003 .022 11 12 52 ;52 NB2 NB5 -.001 0: 7.049 5.273 .414 .258:. 1.872 1".747 -.003 0" .022 0 ....,. . 13 52 NB3 0 4.557 -.228 -1.65 -.001 0 1. 52 `NB1 0., 5127 T -.277 -1.979 :001 0 15 52 Totals: 0 75.443 0 16 17 52 53 COG (ft). EB1 X: 52.773 .002 Y:15.726 . 24.001 Z: 26.895 -.667 -4.029 -.012 -.046 53- • EB3'' 002 18.926 • .587 -3.539 -.012 =048 19 53 EB5 .002 28.476 -.855 -4.977 -.012 -.052 =20 53" EB2 0 15.301 :078,.. .174 .007< -.012 21 >22 53 53' EB4 EB6 0 11.49 16.547 .082 .235 :903 -.007 -.012 -.012 23 53 EB7 .002 18.677 -.712 -4.046 -.013 -.054 24 53.;. EB8 18117 .671 3.737':- -.004 25 53 NB6 -.005 21.739 1.828 9.385 -.012 .083 26 53 NB4 .005' 18.722 .. 156 7.501:;: .083 27 53 NB2 -.005 22.051 1.66 7.885 -.016 .082 2 53 5 .001: ?-17.632 114° ., -008 -.019 29 30 53 53`' NB3 NB1'. 0 0 12.702 16.169 -.991 1'114 -6.712 -7.571 -.009 -.017 -.015 31 53 Totals: 0 260.55 0 32 33 53`; 54 COG EB1 X: 53.882 0 Y. 16.631 -.007 Z: 25248 ' 1.048 6.652 -.078 -.002 34 54 EB3 T 028'. 1043 , 6.59_. :064 -003 35 - 36. 54 54. EB5 EB2. .003 012 -.812 331 1.103 ` 1.102 7.077 6951; -.072 .063 -.049 195 .. 37 54 EB4 -.012 -.199 1.088 6.836 -.081 .206 x°38 54s EB6 .012 10.17. 1 .144 7.:303 203 39 1140 54 .54'. EB7 EB8 .004 .983 1.41 1374. 9.771 953 -.062 .022 -.077 6 ,.. 41 42 54 54''' NB6 NB4 .032 -4.805 2.745 _' i2.579 .... 24.695 .22.959 .417 .469 -.536 495. 43 54 NB2 .032 -4.683 2.604 23.305 .198 -.538 '44 54 N65 -017: 544., 3.508 . , 29.031 46 45 54 NB3 -.017 .923 3.255 26.79 .413 .287 46 54` NB1 . .:622 r 27311 176: 332 47 54 Totals: 0 -14.361 27.314 '48 49 54.. 55 COG (ft): EB1 X: 49.923 '. -1.141 Y: 23.693 -.34 Z: 35.676 .046 .402 .149 11.77 50 =1.14 _354 .006 .029 119`:' 11.75' 51 55 EB5 -1.147 -1.267 -.021 -.226 .162 11.772 '52 : 55` 2' 1.078.. . :477 :424 .867 , ; 10.688 53 55 EB4 -1.075 -.248 .003 .016 .868 10.674 .54 55' EB6 .1.081 -1:065 n" .035 10.686 55 '56 55 55 :` EB7 EBB < -1.14 -1.075 -.098 -.387 -.112 -1.018 1.262 .149 936`. 11.785 ..10.66. _. RISA-3D Version 10.0.0 [J:1...1...\...\...\...\Tukwila Expansion final with original EX Toads on existing and 6Ra3gedDlumns.r: 16201 Company Designer Job Number : Gerald Me le & Associates : BSE Costco Gas Station Canopy - Tukwila, WA Jan 2, 2014 4:01 PM Checked By: Joint Reactions (Bv Combination) (Continued) 57 LC Joint Label X [k] 55 NB6 -1.825 Y [k] 2.949 Z [k] -.058 MX [k ft] -.916 MY [k-ft] MZ [k-ft] -.279 23.565 �58 59 :55 55 NB4 N B2 1824 . -1.832 '2.634 ':. 0 .062 .075 .33. 1.173 -284 -.282 23531 23.563 60 5. >'NB5" -1.957 1.807 -.124 1.288 2.606 25.768 61 55 NB3 -1.952 2.026 .021 .1 2.515 25.688 62... 55. NB1 -1.961 .669 .242 2.109 • 2.619 25.788 63 55 Totals: -20.228 5.852 0 64' 65 55~ 56 COG (ft):.:,, EB1 °X: 52762 .. 0 .574 -2.034 Z: 64428 1.092 6.879 -.077 0 :66 67 56 56 EB3 EB5 0 :. .003 %-1646 -3.193 1.077 1.152 6.767 7.324 -�063 -.071 0 -.046 68 56 EB2 -1668 1.097 6.913 .4 -.063 194 r 69 56 EB4 -.012 -1.33 1.084 6.804 -.08 .206 70 EB6 , . -.012' '-2.538 1.138 7.245 203 71 56 EB7 .004 -.682 1.457 9.992 -.061 -.073 72. 56: EB8 "-2.928 1333 -022 ▪ 196= 73 56 NB6 .032 -6.304 2.655 24.158 .418 -.542 74 75 76 -56' 56 56 NB4 NB2 NB5 3 .032 -.017 -5.61:. -6.195 . 909 2506. 2.523 3`.551 22.546 22.852 29.235 4▪ 69 .199 .464 -.544 77 56 NB3 -.017 -.408 3.291 26.985 .413 .286 78 56 NB1 " =.02 - 784 ;"3358 27.571 176 331 79 56 Totals: 0 -36.23 27.314 80 81 56 57 COG (ft). '' EB1 X: 52.376 -1.147 Y: 18.778 -2.367 Z: 28.821 .087 .63 .148 11.664 82 57 EB3 -1144 ' -2.029. .038 213 119 11:644 < 83 57 EB5 -1.155 -3.646 .026 .038 .162 11.666 84 85 "57: 57 EB2 EB4 -1.076 -1.814 -1.378 :043 -.002 .386 . -.008 .854. .854 10.597 10.583 8 57. EB6 . -1.083 -2.584 .2` =347 .85` ... 10.596 87 57 EB7 -1.144 -1.757 -.066 -.751 .149 11.679 88 57 EB8 -1.078 1.855 -..196 --1:485 10.57 . 89 57 NB6 -1.821 1.442 -.142 -1.375 -.287 23.443 90 :57-` NB4 -182-? 1162 -.01 -.049 -.293 23.409 91 57 NB2 -1.829 -1.512 -.008 .72 -.29 23.441 92 5T-. NB5 -1.951 .36' =:074 -.997 2.57 25.608 `' 93 57 NB3 -1.946 .698 .058 .331 2.48 25.528 57; -1956 -.737: 2.368 -:: 2.583 25.627 95 57 Totals: -20.228 -16.017 0 96 97 57::; 58 COG (ft): - EB1 X: '54.435 -.011 Y 21.021 5.859 Z: 9.666 -.432 -3.487 .069 .192 98 .. 58F EB3 . . `4.765 .. -3699 .055' 99 58 EB5 -.011 6.849 -.544 -4.435 .06 .21 100. 58x EB2 002. 4.048 -324 -2.868 ▪ 036 .028 101 58 EB4 -.001 3.371 -.376 -3.286 .044 .02 1.02 5 EB6 1` 4.566 -.427 -376 . . .0 103 58 EB7 -.013 4.289 -.763 -6.308 .047 .224 104 58, >. 8 =:001 5.187 -.497•= '-4.823 . .013 ▪ 023 ` 105 58 NB6 .014 8.602 -1.143 -13.466 .081 -.245 106 58: B4 .016'' r= 7.617..v -1.019 -11.859 =032 -.277- 107 58 NB2 .018 8.239 -.77 -9.776 -.01 -.306 108 :58.:: NB5 0 4155.. -2.128 18.939 -.048 -.015 109 58 NB3 0 3.601 -1.825 -16.334 .005 -.009 110 -58 NB1 ' 4.295 1.667. 14762 .045 -014' 111 58 Totals: 0 75.443 -12.362 1.12• 113 58 . 59 COG (ft): EB1 " X: 52773 -1.361 Y:.15726 6.199 Z26.895 -.034 .109 .631 24.788 RISA-3D Version 10.0.0 [J:\...\...\...1...\...\Tukwila Expansion final with original EX loads on existing and 61:higedblumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 2, 2014 4:01 PM Checked By: Joint Reactions (Bv Combination) (Continued) 114 115 <116 117 :118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134. 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 LC Joint Label X fkl Y 59: 59 59:' 59 "59 59 59` 59 59 59 EB3 EB5 EB2 EB4 EB6 EB7 EB8 NB6 NB4 59. 59 59 59 NB2 =1 376 -1.347 =1.228 -1.235 1.22 -1.39 1.214 . . -3.05 -3.055 -3.055 fkl 5.062 ==- 7.116 4207 3.508 '14.69 4.623 4.855 7.283 6183 6.583 Z fkl -.226 :.128 .016 -.067. ,... -.484 2: .17 .409 .876 MX fk-ftl -579 -1.561 1.017 . .075 =:663 -3.832 -2.351 -.546 2.182 6.414 MY fk-ftl MZ fk-ftl .515 .688 2.219 2.227 .635 2.427 -.996 1.019 -.999 :24.721 24.805 21.839• 21.796 21.833 24.844 - 21.756 52.596 52.531 52.593 5078`.`a -.586 -4.768 7109 58.415 N B3 :.NB1 -3.397 =3.404 4.605 5.451 -.15 '268 -.93 3.036 6.841 58.209 58.458 59. 60 60 60 Totals: -29.735 75.443 0 COG (ft): 60. 60 60 60 EB1 "EB3 EB5 ':' EB2 EB4 EB6 EB7 X 52.773 -.011 -.012 Y 15726 5.249 4.26` 6.132 • 3.632 a. Z: 26895 -.418 -.436 -.528 -3.395 -3.624 - 4.337 -2.859 .069 055 .061 :036 .193 188 .21 '.028 -.001 -.001 -.013 3.021 4094 3.787 -.376 .428'. -.749 -3.276 - 3.757 -6.22 .044 .04 .048 60 60 60. 60 60. 60 60 EB8 NB6 NB4 N B2 NB5 NB3 -.001 .014 :016 .018 -0' 0 0 4.741 7.9 6.992 : 7.533 3.629 . 3.146 3.782 -.509 -1.187 -1.053 -.811 -2.101 -1.802 1.639 -13.672 :12.003 -9.957 -18.75 -16.16 14.557 013 .081 .032 -.01 -.048 .005 .02 .02 .225 .045 .023 -.246 -.279 -.308 -.016 -.009 -.014 60 Totals: 0 67.899 -12.362 60: 61 • 61 61 61 61 COG (ft): EB1 EB3 EB5 X: 52.773 -1.366 `-1379 -1.353 =1.229 Y: 15.726 5.588 4.557 6.399 3.79 Z: 26.895 -.02 -.088 -.21 127:: .194 -.507 -1.462 1.019 .63 �515 .687 2.208 24.701 24.634 24.718 21.765 61 61 61 61 61 61 EB4 EB6, EB7 EB8 NB6 NB4 NB2 -1.236 -1.22 -1.393 -1.216 -3.048 -3.052 -3.052 3.158 r 4.218 4.123 ;4.407 6.581 5.559... 5.881 .017 =:068 -.468 '23> .126 '%374 .832 .083 =.659 .. -3.733 -2.4 . -.746 2.026 6.201 61' 61 =3.399 4.552 -.558 4.573. :=. 2.216 2.194 .635 -1.002 =1025 . -1.005 21.722 21758 24.757 21.682 52.483 52418 52.48 <7.08 :'58:273 61;.:. 61 NB3 • NB1 -3.392 -3.399 4.149 4.936 -.127 .292 -.768 .205 6.814 7.105 58.067 58.316 Totals: -29.735 67.899 :162 163 164: 165 1166 167 168 169 170 62 62..' 62 62": 62 62 62 62:... 62 62 COG-(ft EB1 EB3 EB5 EB2 EB4 EB6 EB7 EB8 NB6 :NB4: '.. X: 52773 .001 .001 .004 -.011 -.011 `-.011.... .006 -.011. .029 :026• u; Y::i.5 726 8.926 z. 6.954 9.824 5.297. 3.841 4.959`"- 7.818 5.357 ::; 3.756 2.972. 0 Z: 26.895 ; .763 789 .73 1.126 1.119 1.221 1.116 1.639 .:• 3.539 3.256 5.035 "5.146 5.048 7.037 6.965 7.755 8.243 11:151 28.948 -.084 -.08 -.067 -.084 -.068 - -.069 .412 .463 -.024 '025 -.074 192. .204 .2 -.103 -.493 -451 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and 6131issedblumns.r2 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 2, 2014 4:01 PM Checked By: Joint Reactions (Bv Combination) (Continued) 171 LC 62 Joint Label NB2 X [k] .029 Y jk] 4.029 Z [k] 3.314 MX [k-ft] MY [k- j MZ [k ft] 26.799 .191 -.495 172- 62 N65 -.017 7.183 3.031 , 26:175 . . `286 173 :174 62 62. NB3 NB1 -.017 _.019 5.271 6.591 2.832 2.838 24.005 24.177 .411 .283 2-.329 175 62 Totals: 0 82.78 27.314 :1.76 177 ' 178 62" 63 63 COG (ft). EB1 `:E X.54527 -1.11 :1123 Y ,15.839 8.594 6.575 Z: 23.81 -.224 24: -1.218 1454 .148 12.267 12.245: 179 180. 63 63' EB5 EB2 -1.105 1.069 9.36 515` -.381 083 , -2.342 '507 .162 12.268 11:118 181 63 EB4 -1.077 3.786 .037 .107 .931 11.103 182: 63� EB6 =1:071 4.905 -~.053 s .92Z 183 184 63 63`: EB7 EB8 • -1.124 =1.06. 6.711 1.6�466 F -.409 108 -2.765 1 .147 1.002 12.28 11:089 185 =186 63 `63� NB6 NB4 -1.84 -1.843 .. 11.549 9.76 .715 .736 2.951 "3.544 -.249 -.254 24.223 24.189 187 188 63 63 NB2 NB5 -1.847 1984 8.711 8.419 .799 3.. 4.651 -.253 24.22 26.567 : 189 190 63 NB3 N B 1 -1.986 6.368 6.639 . -.414 '.222 .... -2.864 -1038 2.672 2.782 26.482 ' 26.589 191 63 Totals: -20.228 102.992 0 .192 193 63' 64 COG (ft). EB1 X'53.784 .002 Y: 16.067 20.931 Z:`27.773 -.096 -.3 -.052 -.047 194": 64 EB3 16:403 .::5 -.026 .089 .045 =.049 195 64 EB5 .003 24.469 -.251 -.967 -.05 -.077 196. 64 EB2.: 4 13113 .613 :: 3.654 =.039 088 197 198 64 ;64: EB4 EB6 -.005 9.687 13.742 .616 742 3.672 4.568 -.047 =:039 .094 .093 199 200 64 64 EB7 • EB8 .004 16.668 15146 .054 1.359 8279 . -.045 =015 -.093 201 64 NB6 .01 17.023 3.082 21.347 .197 -.181 202. 64 NB4 '4 14401. 2.746. -;:18.638 "222 =:161. 203 64 NB2' .01 17.394 2.841 19.113 .084 -.184 204 "64< -.007 15.731 `8.1`42 F,:227 205 206 64 '64 NB3 -.008 009 11.162 14366 .712 7.29 `6.762 .2 8 .131 .155 207 64 Totals: 0 220.235 13.657 208 209 210 64 . 65 65 EB1 EB3 X: 53.995 -.531 547 ... . Y16.564 20.765 16.215 25.048 -.579 :535' -3.426 -3.239 .069 6.505 6.492 211 65 EB5 -.518 24.23 -.798 -4.726 .076 6.502 212 6 EB2-' 528 . . 13.04 98. 213 65 EB4 -.538 9.655 .077 .216 .514 5.882 .214' 65 EB6'= 6' 13709 155t 215 65 EB7 -.548 16.094 -.711 -4.31 .067 6.507 216 -519N=°::. :.15.722..t; �519 2.6:11 .552 ::. .5.875 217 65 NB6 -.935 20.948 1.655 8.06 -.103 12.615 '218 6 939 17.804 , 1:06 :12.598 219 220' 65 -.65 NB2 NB5 r -.937 1.013 19.733 ' 16.328 . 1.595 :'1:145 8.042 : 7544 -.107 '1.513 12.613 13.866 .> 221 65 NB3 -1.018 11.706 -.92 -6.274 1.46 13.822 222 ,;65. NB1 1017. .896 1.519 13:881 223 65 Totals: -10.114 230.342 0 224 65 COG (ft) :' Y 16.583 'Z: 25:879 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and 6litEffeeblumns.r Company Designer Job Number : Gerald Mele & Associates : BSE Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:30 AM Checked By: Joint Reactions (Bv Combination) 1 LC 1 Joint Label X [k] EB1 0 Y [k] 6.104 Z [k] MX [k-ft] MY [k-ft] -.146 -.904 -.004 MZ [k ft] -.014 EB3 0 5.044 -.116: `.. =726. .014 3 1 EB5 0 7.179 -.159 -.95 -.004 -.016 `4t 1 EB2'" 0 4.162: 0 .079 '7:003 5 6 • 1 1 EB4 EB6 0 0 3.502 -.002 -.083 • .003 -.002 -.002 - 002 :,• 7 1 EB7 0 5.024 -.146 -.832 -.004 -.017 EB8 0 4.452 . ▪ 118's - 65' 003!:• 9 1 NB6 -.001 7.002 .447 2.186 -.003 . 022 10 1;. NB4 1.527 -003 11 1 NB2 -.001 7.049 .414 1.872 -.003 .022 =12" :.1 NB5, 0.. 5.273: 0 0. 13 1 NB3 0 4.557 -.228 -1.65 -.001 0 14-. 1 x•. NB1` 5.127: -.277, ..'. =1979 . 0.. 15 1 Totals: 0 75.443 0 ="16 17 ,;18 1` 2 2 COG. (ft)' EB1 EB3. 'X: 52.773 .002 002:: Y 15726 24.001 18.926 Z: 26.895 -.667 s -.587 -4.029 -3.539 -.012 -.046 8 19 2 EB5 .002 28.476 -.855 -4.977 -.012 -.052 20 2 EB2; 0` 15:301 078 :174: :007 12 21 2 EB4 0 11.49 .082 .235 -.007 -.012 22 EB6 16:547 ' 188 =.006 '▪ 012 23 2 EB7 .002 18.677 -.712 -4.046 -.013 -.054 '24 2 EB8 ., 0 =18 117: .671 3.737 :013 25 2 NB6 -.005 21.739 1.828 9.385 -.012 .083 26 2; NB4` :005 18.722 '1:56 7.501 3" . 27 2 NB2 -.005 22.051 1.66 7.885 -.016 .082 `28 NBS .001 17.632 114E -7.153 "x .008 29 2 NB3 0 12.702 -.991 -6.712 -.009 -.017 30 2 NB1 :< 0 16.169 :1:114 0▪ 15"x. 31 2 Totals: 0 260.55 0 32 33 3 COG (ft) EB1 X:„ 53882 0 Y: 16:631 6.141 Z: 25.248' -.124 -.711 -.002 -.006 34 3 EB3 097 6...:. 35 3 EB5 0 7.213 -.14 -.786 -.002 -.007 36 4.05.. 8 09: .001. `001 37 3 EB4 0 3.423 .014 .069 -.001 -.001 38 ;EB6 4.605'> .024 135 0 A01=. 39 3 EB7 0 5.035 -.136 -.747 -.002 -.008 40. 3 EB8 . .128':: 7 0; .001 41 =42 3 3.<: NB6 NB4. 0 4.559 .262 .216 1.46 1.139:.. -.001 002:: .011 .011 43 3 NB2 0 4.593 .242 1.274 -.002 .011 44 NB5 0 1 :804 -:002r 45 3 NB3 0 4.025 -.116 -.713 0 -.001 `46 3 NB1 0 = 4.254 .. ▪ 147 .`896 47 3 Totals: 0 66.269 0 48 49 ,.3-. 4 ..COG (ft) EB1 X: 53.987 0 xY.15.55 6.141 Z: 24.32 -.124 -.711 -.002 -.006 50 .4 EB3` 5.073 • "002' 06 51 4 EB5 0 7.213 -.14 -.786 -.002 -.007 2 EB2 .09 .001 .001 53 4 EB4 0 3.423 .014 .069 -.001 -.001 54 4 EB6 0: . 4.605 35 0 .001:.. 55 4 EB7 0 5.035 -.136 -.747 -.002 -.008 :56 4 0` 4.44 :.' .128 .738 :. 0: .001;- RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and elumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:30 AM Checked By: Joint Reactions (Bv Combination) (Continued) 57 LC 4 Joint Label NB6 X [k] 0 Y [k] 4.559 Z [k] MX [k-ft] .262 1.46 MY [k-ft] -.001 M Z [k ft] .011 8. 4 NB4 0 -4.464 216. 1.139 • -.002 .011 59 4 NB2 0 4.593 .242 1.274 -.002 .011 60' 4 NB5 0' 144 -.8 0 �002 61 4 NB3 0 4.025 -.116 -.713 0 -.001 62 '4 NB1 0v. 4.254 147., 6 -.001 0 63 4 Totals: 0 66.269 0 64 65 4 5 COG (ft): EB1 X: 53.987 0 'Y:15.55 -.007 Z: 24.32 1.048 6.652 -.078 -.002 66 5-: EB3 0.:" .028' .: . :1.043 6.59= -.064 . -.003 67 5 EB5 .003 -.812 1.103 7.077 -.072 -.049 68 5 ;. ;:EB2 .012 .331 _ 1.102 "'. 6.951 -.063. .195 =. 69 5 EB4 -.012 -.199 1.088 6.836 -.081 .206 70 5 EB6 �012. -1.017. :1.144 7.303 -.065 203 71 5 EB7 .004 .983 1.41 9.771 -.062 -.077 `'72 5 EB8 -.012 1466 1374 9.53 .022 196 73 5 NB6 .032 -4.805 2.745 24.695 .417 -.536 74 5 �`N64 .029`` -4.14 2.579 22.959 .469 .495 75 5 N B2 .032 -4.683 2.604 23.305 .198 -.538 76 NB5 .017' .544 3.508 29:031 • .464 .291 77 5 NB3 -.017 .923 3.255 26.79 .413 .287 78 5,, NB1 .622 3.311 27.311 .176 332 79 5 Totals: 0 -14.361 27.314 80;;. 81 ;5 6 COG (ft) EB1 X: 49.923 .016 Y 23.693 6.287 Z: 35.676 .751 4.519 -.107 -.298 82 -6 EB3 .016'' .84 5.221 "' -.093 .295 83 6 EB5 .018 7.482 .877 5.744 -.101 -.339 84 6 EB2 .001 .963 5.699 -.063 -.026 85 6 EB4 0 4.074 1.027 6.253 -.071 -.018 86 6 EB6 .001 5.323' 113:.: 7.141 -.061 87 6 EB7 .02 5.968 1.246 8.946 -.091 -.367 88 6 EB8 .001`.. 3.508 1.517 10.431 ': -.026 89 6 NB6 -.019 10.124 3.659 29.137 -.037 .336 90 6 NB4 -.021 9.667 -' 3.225 25.203 `.024 s372.:; 91 6 NB2 -.023 10.747 3.054 23.192 .072 .407 92 NB5 .004 10.563 3.014 :'25.57 93 6 N B3 -.004 9.537 2.649 22.006 .028 .063 94 NBI -004: 10.016 2.324 19.13 .069 95 6 Totals: 0 103.281 26.278 96 97 6 7 COG EB1 X 50.408 -1.141 Y:16.069 -.34 Z: 31.372 .046 .402 .149 11.77 98 7 EB3 1.14- 006 029 11.75.,; 99 7 EB5 -1.147 -1.267 -.021 -.226 .162 11.772 .100 7: EB2 -1.078 .424 .867 10.688 101 7 EB4 -1.075 -.248 .003 .016 .868 10.674 102 7; EB6 1.081.:::. =1.065 .307 864` :10:686 103 7 EB7 -1.14 -.098 -.112 -1.018 .149 11.785 --104 EB8 -1075 -''.156 1.262A .936 1066 , 105 7 N B6 -1.825 2.949 -.058 -.916 -.279 23.565 106 7 -1.824 • :2.634 062::: 3 ;23`531 107 7 NB2 -1.832 0 .075 1.173 -.282 23.563 '108 NB5 -1:957 1.807- r: -.124 1.288. 2.606 25.768 109 7 NB3 -1.952 2.026 .021 .1 2.515 25.688 110 7 NB1 -1.961 '.669 .242 2.109 2.619 25.788 111 7 Totals: -20.228 5.852 0 112 113 7 8 COG (ft): EB1 X 52.762 -1.12 6.118 Z: 64.428"' -.109 -.567 .144 12.14 RISA-3D Version 10.0.0 Expansion final with original EX loads on existing and eatiev28:11umns.r2 Company Designer Job Number : Gerald Mele & Associates : BSE Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:30 AM Checked By: Joint Reactions (Bv Combination) (Continued) 114 LC 8 Joint Label EB3 X fkl Y fk1 -1126 5.051. Z fkl -107 MX fk-ftl =645 • MY fk-ftl MZ fk-ftl .114 12.12 115 116 8 EB5 -EB2 -1.113 1.:069 7.164 4.283 .. -.177 .049 -1.12 .159 917 " 12.146 11.019 117 8 EB4 -1.073 3.517 .009 .009 .917 11.004 118 EB6. 4.694 . .012`: =:191 11`.019 . 119 8 EB7 -1.129 4.883 -.264 -1.887 .145 12.16 120 -1.066 4.594 0 .403 :986: 10.991 121 122 8 8 NB6 NB4 -1.846 �1.845 6.641 6.298 .255 ▪ 312R.. .785 1:521. -.266 =268 24.1 24.067 123 8 NB2 -1.84 8.796 .624 3.715 -.264 24.1 124 8 NB5 "• 198`' 5.428 :329 -2:475 2.729 26.351 125 8 NB3 -1.977 5.06 -.168 -1.154 2.634 26.267 126 8. NB1 =1:977 6:838 08 =:207 2.745 127 8 Totals: -20.228 79.363 0 128 129 130 8;;. 9 9., COG (ft): EB1 -_: EB3 X: 50.792 0 Y:15789 -2.464 -2.001 2:-27.567 ;r 1.101 1.084 6.927 6.804 -.076 -:062 0 0'. 131 132 9 EB5 EB2 .003 .012`: -3.698 -1.952 1.162 1.096 7.377 6.906 -1 -.071 -.063 -.045 :194 , 133 9 EB4 -.012 -1.57 1.083 6.798 -.08 .206 1.34 9,= EB6 .012 -2.86 1136E 7.233 .203 135 9 EB7 .004 -1.035 1.466 10.039 -.061 -.073 136 9 EB8.:.;; :012 -3.238 1.324 "`.9.204` .022 .196 137 138 9 9":�.:: NB6 NB4 .032 .03 -6.622 -5.922 2.636 2.491 24.044 .22:459 .418 469: -.543 -▪ 502 139 9 NB2 .033 -6.516 2.506 22.756 .199 -.545 140 9;.:: NB5 .017 . =1.217 3.56 '464 .29 141 9 NB3 -.017 -.69 3.299 27.026 .413 .286 :142 9 NB1; -1.082 3:368 27.626 :176 .331' 143 9 Totals: 0 -40.869 27.314 144 145 9 10 COG (ft): EB1 X:`:52559 .016 Y:18.411 3.83 Z: 28.31 .803 4.798 -.106 -.291 146 EB3 016 3.246 5.436 - =.288 147 10 EB5 .018 4.595 .936 6.044 -.331 =:148 :,10: EB2 .001 3.091` .957' 5.657,: -.061 ▪ 023 149 15a 10 10 EB4 EB6 0 0 2.704 3.48> 1.022 1.1.22" 6.216 7.07.1 -.07 -.015 ▪ 016 <. 151 10 EB7 .02 3.949 1.303 9.213 -.089 -.358 1152:: .10 EB8 -.001, .,1.736 1.468 10.104 .021 153 10 NB6 -.019 8.307 3.55 28.487 -.036 .329 154 'NB4 -.021 7.884 24.709 1025 365 155 156 10 .10 NB2 NB5 -.023 8.912 8.803 2.956 3.067 22.657 .25.1319VI .074 079 .4 .076 157 158 10 10 NB3 NB1 -.004 7.925 8.312 2.693 2.382 22.249 :19.46 .029 .029: .066 .072 159 10 Totals: 0 76.774 26.278 160 161 162 10 11 •;:11;`: COG (ft). EB1 X: 49.173 -1.148 .1.144 Y: 16.249 -2.797 -2.384 Z: 33:807 . .095 . 044_ .678 :252 .148 .1.1.9' 11.642 163 164 11 11 EB5 EB2 -1.157 -4.151 -2.097 .036 :042` .094 378" .162 .851 11.644 10.578 165 166 11 :11 EB4 EB6 ::':. -1.076 -1.084 -1.618 e-2.906 -.003 -.013 .851 :847 10.564 10.577 : 167 11 EB7 -1.145 -2.109 -.056 -.695 .149 11.657 168. 11 EB8 -1.078 -2.166 :205`'= 1.533 918 :10.551 169 11 NB6 -1.82 1.123 -.16 -1.473 -.289 23.418 170 -11. NB4. -1.819 .849 :025 3 .294 RISA-3D Version 10.0.0 p:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and eangsvacblumns.r: Company Designer Job Number : Gerald Mele & Associates : BSE Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:30 AM Checked By: Joint Reactions (Bv Combination) (Continued) 171 172 LC Joint Label 11 11'':. NB2 NB5 X [k] -1.828 1:95= Y [k] -1.833 .053x Z [k] -.025 -.063 MX [k-ft] .624 -.936 MY [k-ft] -.291 2.562 MZ [k-ft] 23.416 %25.575 173 174 11 11 NB3 -1.945 - 1954 .416 -1.035 : .066 297' .38 2.423 2.472 x' 22.575 . 25.495 25.594 175 11 Totals: -20.228 -20.656 0 176 177 12 COG`(ft) EB1 X 54.334 -1.128 Y: 19.792 3.661 Z:12.957' -.061 -.292 .144 12.002 :178. 12'. E93 =1.131 3.021 ` .114` 179 12 EB5 -1.124 4.28 -.121 -.799 .158 12.008 180 12. EB2 1.071 2.663 .. .276`: 899 10,901. 181 182 12 EB4 EB6 -1.073 �1.07. 2.148 2.852 . .003 =021 -.019 .238 .899 .894 10.887 10.9 - 183 12 EB7 -1.134 2.872 -.208 -1.561 .144 12.022 184 12 EB8 - 1.069 ▪ 2.814 10.873 185 12 NB6 -1.841 4.814 .153 .231 -.277 23.942 186 187 12 NB4 NB2 1.84` -1.835 6.963 5 .523 1.062 3.165 -.279 -.275 :23.91 23.943 188 12,. NB5 -1.973 • .3.673 -2-121 2.681 26.144 189 12 NB3 -1.969 3.45 -.122 -.873 2.588 26.06 190 1 NB1:..:: - 1.97 5133 . 026 107: 2.697 26.164 191 12 Totals: -20.228 52.856 0 192 193 12 13 COG (ft). EB1 X 49.189 .002 Y:.15.909 14.929 Z: 29.195 .331 2.375 -.069 -.036 194 '13 EB3 002 ^ . 11.678.. .38 2.625` -058 _.037 195 13 EB5 .004 17.147 .237 2.052 -.065 -.076 196 EB2 7, "9.206 5�354 = 053 .141.:. 197 198: 13 13 EB4 EB6 -.008 -.008 6.765 ▪ 9.352 .867 ".981 5.327 :'6174 -.066 =053 .149 147 199 200 13 .13 EB7 EB8 .005 -.007 12.246 10.249.::'° .584 1.461 4.822 9.736 -.057 =:019 -.099 1° art. 201 202_ 13 13; NB6 NB4 .019 10.385 3.312 3.002 >; 25.199 :22.522 : .305 =343 -.336 203 204 13 13" NB2 NB5' .019 012 10.708 11.46. 3.078 1.875 22.99. 17.215 =' .137 :345 . . -.338 `209 205 13 NB3 -.012 8.218 1.775 15.686 .306 .207 206 .13 NB1 .' -.014 10.481 1.734 15.506 127 ▪ 243 207 13 Totals: 0 151.507 20.486 208 209 14 COG (ft) EB1 'X: 54.14 .013 16366 19.647 Z: 24.71 .114 .749 -.091 -.276 •210. E63 013:: 15.612 .231'_" -1.579 - 08' >-275 - 211 14 EB5 .014 23.366 .071 1.035 -.087 -.311 212 14 EB2. :002> '12987 > e' :766" 4386 5 =. 4. 213 14 EB4 .002 9.968 .822 4.869 -.061 -.033 214 .14 EB6 14106 r :972' :- 6.034 =A53 -.034 215 216 14 :14':.: EB7 EB8 .016 '002 15.982 13.982 .462 1.57 4.188 10.396 -.079 -.026 .. -.334 8 217 14 NB6 -.018 21.589 3.998 28.453 -.039 .317 218 14 NB4 =.02 19.046 , 3.485 . 219 220 14 NB2 `NB5 -.021 'A02,. 22.291 3.414 1.501. 22.786 14.535 - .04 .37 :▪ 031= 221 14 NB3 -.002 14.674 1.315 12.002 .009 .026 222 1 NB1': -.002 1:7518 987:: 9.242c. .032 223 14 Totals: 0 239.739 19.708 224 225 14: 15 COG (ft). ` EB1 X: 52.745 -.816 Y:.16.599 14.68 Z 27355 -.401 -2.315 .109 9.476 226 15. - 832 =�11.396. -.388 -2.345 085 9.459 227 15 EB5 -.805 16.795 -.59 -3.538 .12 9.476 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and Bagev3®lumns.r: �7 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:30 AM Checked By: Joint Reactions (Bv Combination) (Continued) 228 LC „15.:: Joint Label EB2 Xfk1 Yfk1 797: 9.095 Z fkl .091 MX fk-ftl 456 MY fk-ftl :733: MZ fk-ftl 8.58 229 15 EB4 -.808 6.721 . 057 .163 .734 8.568 230 ,1. EB6 a -796 .: 9.307 :099' 3 8.58 231 15 EB7 -.833 11.4 -.561 -3.554 .108 9.484 232 15r EB8 11.096 .: 31.2 :1.36 .789 : <8.558:: 233 15 NB6 -1.39 16.25 1.183 5.489 -.169 18.52 234 15 NB4,: -1 394 13.781 1111 5.341 -173 18:494 235 15 NB2 -1.394 14.219 1.2 6.378 -.173 18.518 236 NB5 -1.503 12.372 -6.074, 2.171 20.351 237 15 NB3 -1.508 9.038 -.666 -4.563 2.095 20.286 238 15 NB1 -1 509 10.517 - ▪ 556 21.81 '2037 . 239 15 Totals: -15.171 166.667 0 240 241 '15 16 COG (ft): " EB1 X: 53.831 -.801 Y:16.423 19.522 Z: 26.464 -.517 -3.049 .105 9.717 242 3 =:822 :15.449 =472 -2.853 -.081.:r ' 9.699 243 16 EB5 -.782 23.118 -.707 -4.208 .117 9.719 244 6 EB2 =792 °' 12.665 .372='x 766: '8.797 245 '246 16 `:16 EB4 •:EB6 -.806 -:787 9.545 13.626 .062 R°.116R: .155 A34 .767 762. 8.785 247 16 EB7 -.826 15.137 -.675 -4.199 .104 9.728 248 16.. EB8 -.78: =:14.831 .428: `. 2.01` :822i 8.774 249 16 NB6 -1.404 19.019 1.418 6.765 -.162 18.873 250 N 1408 16.53s,. ' 6.221 -164 18.848 : 251 16 NB2 -1.4 20.819 1.61 8.251 -.163 18.873 =252 16 =15.18 ::15.087 1.045 2.251Y; :20.726 253 16 NB3 -1.524 11.312 -.809 -5.518 2.173 20.658 254 16_ NB1 -1.519 15.141 2.263 20.745 255 16 Totals: -15.171 221.801 0 256 257 16 18 COG (ft): EB1 X 53.037 -.006 Y 16567 19.315 Z: 26.009. -.76 -5.35 .045 .126 258 18 EB3 006 15:226 .' -.726` 5.218 �121 259 260 18 18 ; EB5 EB2 -.006 .001 22.876 12.513 : -.974 1 -6.755 .038 025`_ .136 021', 261 18 EB4 0 9.448 -.23 -2.388 .031 .015 262 18 EB6 0 13556 92,'.. -2.294 . .028 , 015 263 18 EB7 -.007 14.692 -1.036 -7.51 .028 .146 264. 18 EB8 :0 15:272.: 1301. 009xe 7 265 18 NB6 .007 21.106 .42 -3.82 .054 -.13 266 .18 NB4 ... 009 , 17.978 ▪ 325.. 017 154 267 18 NB2 01 21.043 .59 -1.995 -.016 -.177 268 NB5 ;, s 0 >14.352 .2.423 19.634 . =.038 017 ^, 269 18 NB3 0 10.343 -2.091 -17.294 .001 -.011 270 :18. 1 . 0 >1 3.434 -2.049 16.669 :. 271 18 Totals: 0 221.154 -9.271 272 273 18'r 19 COG (ft): EB1 .01 Y.;16.565 19.682 Z:26.018 -.346 -1.436 -.068 -.213 .274 EB3 15.642 .'< .241. -704 .057 211' 275 276 19 .:19<°4 EB5 2: .01 23.375 1.2.687 -.417 .285'--`` -1.434 2.095 -.062 '039 -.234 =�042 277 278 19 19 EB4 EB6.-. .002 002 9.655 13.794 .327 4 2.471 3438 -.044 9' -.036 279 19 EB7 .012 15.817 -.121 .895 -.053 -.248 280 '-19 EB8 002: :14147 .985 7.103 =017 281 19 NB6 -.016 18.668 2.825 20.068 " -.076 .28 282 19' -.017 : ,us 1591 2376 039:. 283 :284 19 19: NB2 NB5 -.018 0 a 19.243 ' 16.054 2.366 4' 15.649 :.6.607 -.01 .326 RISA-3D Version 10.0.0 [JA...\...\...\...\...1Tukwila Expansion final with original EX loads on existing and Baigsvlblumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:30 AM Checked By: Joint Reactions (Bv Combination) (Continued) 285 LC Joint Label X [k] 19 NB3 0 Y [k] 11.787 ZLl .321 MX [k-ft] MY [k-ft] 4.99 -.016 MZ [k ft] -.012 286 NB1 0 043 2.692 07A. 287 19 Totals: 0 221.154 9.271 288 289 19 20 COG (ft): EB1 X: 5348 -.928 Y: 16'565. 19.579 Z: 26.018 , -.461 -2.526 .478 20.139 290 20 EB3 �.98" -=:15456 -.471 .386 20.084 291 20 EB5 -.882 23.062 -.75 -4.622 .523 20.15 `292 20 EB2 .897 . 12639 .152> .919 ,..; A862 .'177 293 294 20 20 - EB4 EB6 -.931 y.885 ... 9.559 .064 7 .176 - 005 1.87 1.851 17.665 .17 69T. 295 20 EB7 -.992 14.917 -.857 -5.867 .477 20.179 296 20' EB8 =865 15057 '' .247 .346 2.026 17.635 297 20 NB6 -2.332 20.133 1.382 5.745 -.644 41.351 298 -20 NB4. -2.347. 16.887 .1.405 '6.846 -66 ` 41.302 299 20 NB2 -2.334 19.745 1.868 10.707 -.647 41.348 '300 20 NB5 -2636 15.026 -914 5.839 46.217 < 301 20 NB3 -2.65 11.109 -.82 -5.551 5.623 46.05 302" -'20. '. NB1 -2.642 ." 14.338 -.539 • • -2.702 5.861 303 20 Totals: -22.301 221.154 0 304' 305 21 COG (ft): EB1 X: 5348 .934 Y: 16.565 19.418 -.645 -4.261 -.504 -20.232 306 21 EB3 v.985 15A11 -.496 -3.082 .409 1-U420:1794,41 307 21 EB5 .885 23.189 -.64 -3.567 -.547 -20.254 <308. 21 '' EB2 .899" 12561 061': =.954 -1881 -17722 309 21 EB4 .932 9.544 .033 -.094 -1.888 -17.686 310 21'' EB6v ` .885! 1.149 17.718 311 21 EB7 .988 15.594 -.298 -.737 -.5 -20.287 312 21 EB8. .874 805' F, 5.466 -2.034 17.658 313 21 NB6 2.326 19.641 1.861 10.503 .625 -41.196 -314 2 NB4 2338 . 17.001.: 1.294 5.743 `639 41.148 . 315 21 NB2 2.322 20.541 1.087 2.942 .621 -41.198 316 2.1 NB5 2.635 15381 .723 .-3.89 -5.842 -46.234 317 21 NB3 2.652 11.02 -.95 -6.755 -5.638 -46.069 318 21. ='NB1 2646 13.787 -1 A66 -11.281 -5.885 . `=46273 319 21 Totals: 22.301 221.154 0 320 321 ':21. 22 COG (ft): EB1 X: 5348 -.01 Y:: 16.565 6.653 Z 26.018 -.451 -3.606 .069 .191 322 22 EB3 .01 5.42', -A62 -3.796 186' 323 22 EB5 -.011 7.782 -.563 -4.562 .06 .209 324 22 EB2.''. 4.589 .2.88 036 325 22 EB4 -.001 3.825 -.376 -3.3 .044 .02 326 22- . EB6° - 426 y-3`.765 4_.._ 02 327 22 EB7 -.012 4.941 -.782 -6.424 .047 .223 328 EBB.... -.001 5.767 -.482 •.=4 745 .013 .023 329 22 NB6 .014 9.514 -1.085 -13.199 .081 -.242 330 22` N ".016`. .. 8.431 11.671 <` .032 -275 331 22 N B2 .018 9.156 -.716 -9.541 -.01 -.304 332 .2 0:: 4.84 2162 19185 -.048 '. -015 333 22 NB3 0 4.193 -1.856 -16.56 .005 -.008 334' -22" NB1 '4961. 1703 045 -0 4 335 22 Totals: 0 85.251 -12.362 336 337 22 23 COG (ft). EB1 )C52.773 .012 '<Y:.15726 7.141 Z 26.895.4 .12 1.563 -.078 -.222 338 23 EB3 .012 5.979 198 2.154 -064 -.218 339 23 EB5 .013 8.441 .204 2.414 -.069 -.245 340 23'"". EB2 002:,.; 4817 .325" -.042 -035 341 23 EB4 .001 4.089 .371 3.112 -.049 -.026 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and Ba v32Iumns.r: Company : Gerald Mele & Associates Designer : BSE Job Number : Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:30 AM Checked By: Joint Reactions (Bv Combination) (Continued) 342 LC Joint Label X fkl Y fkl EB6 .001 5.485.. Z fkl MX fk-ftl MY fk-ftl MZ fk-ftl 3.758" -.045 -.026. 343 23 EB7 .014 6.413 .45 4.544 -.057 -.262 344. 23 ,EB8... 429 752` 6.222 ▪ 029' 345 23 NB6 -.017 6.312 2.1 18.136 -.087 .29 346 3. NB4 '019 5.695 1:751: 15.12 -.038 ▪ 322. 347 23 NB2 -.02 6.775 1.654 13.771 .004 .351 348 23 NB5 0 7.077 1.576 15.236 .046 .014 349 23 NB3 0 6.107 1.339 12.831 -.008 .008 350 23! 0 6.626:.:.:: 1.076 '10.555 -.049 .013 351 23 Totals: 0 85.251 12.362 352. 353 23'. 26 COG (ft) EB1 X: 52.773 -.006 Y: 15.726 19.925 Z: 26.895 -.774 -5.442 .044 .125 : 354.: 26 EB3 .006 1.5.73 -5.293 .034` ' ▪ 12°.' 355 26 EB5 -.006 23.594 -.989 -6.852 .038 .135 356 26> EB2 .001.:: '12.929 -2.138 '. 357 26 EB4 0 9.798 -.23 -2.399 .031 .015 358 26 EB6 14.028 -:191 -2.298 .028 ` .015 359 26 EB7 -.007 15.194 -1.05 -7.598 .028 .144 360 `''EB8 0 15.718 .08 '=1.24 :017 361 26 NB6 .007 21.808 .464 -3.613 .053 -.128 :362: 26 :009 18.604 ,,.3 9 3.717 .017 -.152 363 26 NB2 .01 21.748 .631 -1.816 -.016 -.175 364 26 NB5 0 14.879. v 2.449 -19.822 -.038 =.017 365 26 NB3 0 10.798 -2.115 -17.468 .001 -.011 366 26 NB1 0 13.946 -2.077 16.875 -.014 367 26 Totals: 0 228.698 -9.271 368 369 26.. 27 COG (ft): EB1 X: 53.457 .01 Y:16.538 20.293 Z: 26.047 -.36 -1.526 -.069 -.215 370 27 EB3';:. .01 =16.146 . -.253` .058 -.213 371 27 EB5 .01 24.093 -.433 -1.527 -.063 -.236 372 °`27 EB2.:_,, :002 13.103 .285:;: 2.087. -.039 -.043 373 27 EB4 .002 10.006 .327 2.463 -.044 -.037 374 27. EB6 '.002 14266 .458 3.4 -.04 375 27 EB7 .012 16.32 -.136 .815 -.053 -.251 376 27 'EB8 ;:002 14.591 .996'. 7172 =.017: 377 27 NB6 -.016 19.368 2.87 20.295 -.076 .283 378 27 NB4 :017 16.535 2.41 16.607 '`: -.04 307, 379 27 NB2 -.019 19.948 2.408 15.838 -.011 .328 380 27;<: NB5 . 16.582 .385 6.441` ; .025'; 381 27 N B3 0 12.243 .299 4.829 -.017 -.013 382 27 NB1 0 15.205 .015 ` 2.496 , =.0448 383 27 Totals: 0 228.698 9.271 384 385 27 30 ;,1,.COG (ft) EB1 X 53457. -.011 Y: 16.538 2.625 ' Zt 26.047 z -.357 -3.001 .071 .195 386 30 EB3 n 2.091 =.387. -3.304 387 30 EB5 -.012 3.046 -.462 -3.916 .062 .214 :388 30 ". EB2 -.002 • 1.843 -326 '. -2.819 :037 .027 389 30 EB4 -.001 1.516 -.376 -3.233 .045 .019 390 .30, EB6 .001".' '2.066". -.434` :=3743 .041 019' 391 30 EB7 -.013 1.63 -.687 -5.838 .049 .228 392" 30 EB8 =.001 2.824": -5.14 013' 022 ` 393 30 N B6 .015 4.884 -1.377 -14.558 .082 -.254 394 30 NB4 .017 12;; 12.626 '033 : 395 30 NB2 .018 4.5 -.989 -10.737 -.009 -.316 396 30 NB5 .001 >;, 1.365' -1:986 -17.94 -.049 . 017. 397 30 NB3 0 1.188 -1.702 -15.414 .005 -.011 398 30- NB1 0 1.579 =1.519 -.13.679 045` 0:• 1.6 RISA-3D Version 10.0.0 [JA...\...\...1...\...\Tukwila Expansion final with original EX loads on existing and Bangsvnalumns.r3 Company : Gerald Mee & Associates Designer : BSE Job Number : Costco Gas Station Canopy - Tukwila, WA Jan 3,2014 10:30 AM Checked By: Joint Reactions (Bv Combination) (Continued) 399 400 401 LC Joint Label X [k] Y [k] 30 30 31 Totals: ''COG (ft): EB1 0 .012 35.458 Y:"15726 3.113 Z [k] -12.362 Z: 26895 .219 MX [k-ft] 2.152 MY [k-ft] -.075 MZ [k-ft] -.208 402 403 404 405 406 31 31 EB3'. .012 2.65 .277 F< 2.622 -.06 - 204 31` 31 EB5 EB2 .013 .002r " 3.702 2069 .312 326'':. 3.023 2.745 -.066 -.039` -.229 3 EB4 EB6 . .001 1.775 2.369 .` • .373 442.° 3.155 3.741 -.047 -.042 -.022 -022� 407 408 409 410 411 31 31 31 EB7 EB8 .014 .001 3.093 1.361 .548 .675 5.057 5.755 -.053 .014 - %` -.244 - 025 31' 31 NB6 NB4 -.016 .018`' 1.698 1.574. 1.802 16.613 14.064 -.084 =:035 .273 305 NB2 -.02 2.125 1.381 12.5 .006 .334 412 413 414 415 416 31 NB5 0; 3592 16.3 .048 417 418 31 31 31 NB3 NB1 0 0 3.097 3.24 1.486 1257 13.867 11823 , "``>' -.006 -046 .01 .015 =` 31, 36 36 Totals: COG (ft).. EB1 EB3 0 X: 52773'. -1.693 -1.715 35.458 Y: 15726 7.016 5.723 , 12.362 Z: 26.895 -.024 -.111.: ; .254 -636 .789 645' 31.132 31.049 419 420 421 36 36 EB5 EB2 -1.673 -1.532 8.032 4.759" -.264 .161 -1.844 1291- .862 : 2:791 31.154 27.423 " 36 EB4 -1.544 3.965 .021 .105 2.801 27.37 422 36 EB6 1:522 5.296 -.086 -.836 • 27415 423 36 EB7 -1.735 5.174 -.589 -4.715 .796 31.203 424 '36`,'; EB8 -1.512 5.537 '-3:042 3.052 27319 425 426" 36 36` NB6 NB4 -3.816 3.823.;. 8.267 6979 .155 -.975 2.548 -1.235 1263 65.923 65.841 427 36 NB2 -3.823 7.379 1.049 7.833 -1.239 65.918 428 429 36 NBS:y 5.713.;• -.705 "-5.784 8.936 73.252 36 NB3 -4.255 5.21 -.159 -.96 8.597 72.992 430 36 NB1 -4.262 .372 4.077 _,' '8.962 431 36 Totals: -37.168 85.251 0 432 433 Y36 37 COG (ft): EB1 X: 52773 1.7 Y: 15.726 6.777 Z: 26.895 -.306 -2.3 -.807 -31.175 434 37. EB3 1.718 1 ' • 5.676 -'152 -1.006 31.09 ,' 435 37 EB5 1.673 8.191 -.095 -.306 -.872 436 37.' EB2 '.. 1535• 4.646 -.16. -1.473 -2.808 -31.2 27.428 437 37 EB4 1.544 3.948 -.026 -.294 -2.816 -27.373 438 37' EB6 . 1.521 5.368 .108 .829. 1: -2.787 -27.42 ' �. 439 37 EB7 1.717 6.184 .262 2.861 -.8 -31.252 440 37' EB8.. _1`1531 451.9 .562 ''4.544 -3.055 441 37 NB6 3.818 7.559 .855 5.908 1.235 -65.866 442 37 3818 7.148 .302 .897. 1!,1":',2SPR 65789 443 37 NB2 3.81 8.553 -.114 -3.614 1.231 -65.871 '444 37 NBS 4.258 6.205 " -1828 8.911' -73232 445 37 NB3 4.255 5.089 -.356 -2.774 -8.601 -72.984 446 37 NB1 4269 ... 5.385' -8562 8.985 73301 447 37 Totals: 37.168 85.251 0 448 449 450 40 40' COG (ft): EB1 EB3 ' .... "X: 52:773 -1.154 -1.222 Y: "15.726' 20.209 15.966 Z: 26.895 -.452 -:479 -2.395 2'.883 .6 485. 25.271 25.203 451 40 EB5 -1.096 23.764 -.78 -4.854 .657 25.287 452 40 EB2 1.119 13.065 .179 1151 2:34 22.202 453 454 40 -"40. EB4 EB6 -1.163 -1103 9.911 141.12 .068 .051 .201 -155 2.35 2.325 22.158 22198 "! 455 40 EB7 -1.238 15.333 -.942 -6.606 .6 25.323 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and eaablumns.r: Company : Gerald Mele & Associates Designer : BSE Job Number Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:30 AM Checked By: Joint Reactions (Bv Combination) (Continued) ''456• 457 458 459 460 461 462 LC 40" 40 40. 40 40 40 40 J oint Label X rkl Y fk1 EB8 .. NB6 NB2 NB5 NB3 NB1 -1.078 -2.915 -2.935 -2.919 -3.3 -3.318 =3.307 . 15.591 20.897 17.498 20.348 15.508 11.576 14.921 Z fkl 189 1.365 1.454 2.01 -1.388 -.826 =.448 MX fk-ftl MY fk-ftl -.243 5.346 . '7 137 11.887 -9 996 • -5.565 1.802: 2.546 -.795 -.815 -.799 7331 7.058 MZ fk-ftl 22121 51.77 51.709 51.767 57.906 57.696 463 40 Totals: -27.866 228.698 0 464 465 466" 467 468 469 '470 471 472 473 474 475 '476 477 478 479 480 481 482 483 484 485 486" 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 a40 ; 41 41 41 41 41 1. 41 -41'' . 41 41 41 41'' 41 41 41 41. 44 44" 44 44 44''' 44 44 44 44 44 44 44 44 44 44= 45 45 45 • 45 45 45-:: 45 45 45 45! 45 45 45 45 45 COG (ft): EB1 EB3. EB5 EB2 . EB4 EB6... EB7 EB8 NB6 NB4 : NB2 .NBS NB3 Totals: COG (ft):. EB1 EB3 EB5 EB2 EB4 EB6 EB7 EB8 NB6 • NB4 NB2 NBS NB3 NB1 Totals: COG (ft). EB1 EB3 EB5 EB2 EB4 EB6 EB7 EB8..:. NB6 NB4 NB2 NB5 NB3 NB1 Totals: X: 53.457 1.162 =1228 ' 1.098 1.164 ,1103 1.23 2.91 2.925 , 2.904 3.319 3.312 27.866 X:53.457 ` -1.732 -1.739 -1.727 - 1.544°= -1.547 -1.758 1528` -3.797 - 3.799' -3.803 =4223 -4.211 =4.221' -37.168 .'X: 52773 1.738 1.741 1.725 1.546` 1.547 1.539 . 1.74 1.545 3.801 3.797 3.793 4.218 4.211 4.228 37.168 Y: 16.538 .. 20.008 15.91.. 23.924 ,12.968 9.892 14183 , i 16.184 14.715 20.279 21.349 15.954 11.464 14.229 228.698 Y:':16.538 2.984 2.39 3.301 1.654 2.184' 1.873 2.581 ::.• 3.63 2.856 ... 2.748 2.243 . 2.2 2.803 35.458 Y: 15.726 2.753 3.446 .=1.901::, 1.638 2 252' 2.853 1.599_ 2.952 3.02 _s 3.879 2.714 2.084 2.016,>. 35.458 Z 26.047 -.683 .511 " -.642 .029 .216 -.241 889 " 1.967 1.314'' 1.028 =676 " -.989 1.613 0 Z: 26047 .069 -.157 :156 .022 .089 -.482 -.126 242 .757 -518 -.012 .531 0 Z 26.895 -.206 -.075 .008 -.024 '.098 .347 :473 ` .546 .079 -.368 .275 -.203 -.793 0 -4.575 3.187 -3.527 -1.204 -.137 -.158 6.192 11.333 5751 2.127 -3.39 -7.077 =12.586 .804 .162 " -. -1.184 1.293 .154 -.799 -4.033 -3.34 -2.271 1.516t 6.389 -4.469 .103 -1.656 .29 -1369 -.232 .796 3.276 4.322 .082 -4.637 2.823 -1.655 7.021.;.:; -.629 .509 -.683 -2.362 -2.37 -2.343 -.622 =2554 .- .777 794 .772 -7.328 -7.075 -7.385 .786 .858 2702 2.712 -2 685 .794 2.959 ' r; -1.283 -1.313 -1.287 8.704 8.373 8.73 -.799 '648i! -.862 2.715 -2.723 -2.696 -.792 1.287 1.313 1.283 8.679 -8.375 -875` -25.37 25.304 -25.397 22.225 -22.18 22'22 -25.438 22.145 -51.608 `-51 55 -51.612 -57.919 -57.713 -57.97 30.417 30.336 30.439 26�812 26.76 ' 26.803 30.489 26.71 65.002 64.92 64.997 72.088 71.833 -30.441 30.358 - -30.464 26.814 -26.76 -26.804 -30.514 -26.711' -64.974 64.897 ' -64.979 72069:`"• -71.826 72.137 512 45`; COG (ft): X::52.773 Y: 15.726: Z: 26.895 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX loads on existing and 6agiw35olumns.r3 Company : Gerald Mele & Associates Designer : BSE Job Number . Costco Gas Station Canopy - Tukwila, WA Jan 3, 2014 10:30 AM Checked By: Joint Reactions (Bv Combination) (Continued) 513 LC 48 Joint Label EB1 X [k] . 005 Y [k] Z [k] MX [k-ft] MY [k-ft] MZ [k-ft] 19.899 -.844 -5.194 -.032 -.11 514 48 EB3 ,.005" 16.483 -.697 -4.297 =:031 r 515 516 48 4 EB5 EB2 .005 25.074 6.322 -.978 .025 -5.758 -.274 -.033 -.021 -.129 -.023 517 48 EB4 .001 5.337 .019 -.248 -.021 -.023 518 48 EB6 . 001.` 7.375' .01 T. -.023 519 48 EB7 .007 16.037 -.689 -3.735 -.034 -.14 520 48' EB8 , .001 7.801 .473 • -.025 521 48 NB6 -.009 21.814 2.187 10.93 -.02 .165 522 48'" NB4 " -.009 19.945 1.749!" 7.852 , -.02 .. . 523 48 NB2 -.009 22.118 1.948 8.624 -.024 .163 524 48 NB5 0. 9.36 `" 1.041. -7.043 -.002 525 48 NB3 0 7.621 -1.044 -7.689 -.01 0 526 4 NB1 0. 8.617i:. 1.228 -9.049 -.012 .004 527 48 Totals: 0 193.802 0 528 529 530 48 49 49',' COG (ft): ' EB1 EB3 X: 52.973 0 0 Y:16.504 12.546 10.528 Z:'26.371 -.291 -.243 -1.719 -1.442: ;. . .002 .002 .006 :.006' 531 49 EB5 0 14.975 -.335 -1.96 .002 .008 532 49 EB2 0" 10.708 .089 .418 0 533 534 49 EB4 EB6 0 0 9.119 12.511 .073 .103' .335 .506 .002 .002 0 0 535 49 EB7 0 8.812 -.401 -2.375 .003 .01 536 49` EB8 0: 11.721..:; 437 2.345 0': 0"= 537 49 NB6 0 14.904 .763 3.862 -.002 0 538 539 540 49 49 49'>>:: NB4 NB2 NB5 0 0 0' 13.499 14.99 16.853 .627,' .738 3.095 . . 3.686 3.677.. -.002 -.002 0 0 -.009 541 49 NB3 0 14.539 -.447 -2.894 -.002 -.009 542 49;:`: NBI 0 `16.262 -3.346 .002' 9 543 49 Totals: 0 181.966 0 544" 49: COG (ft): X: 52.055 Y: 16.472 Z: 27.701 RISA-3D Version 10.0.0 [J:\...\...\...\...\...\Tukwila Expansion final with original EX Toads on existing and Bav3tbIumns.r3 �i1 � ?-ASE PLAT AiP ANC14ORAG� Costco Station - Tukwila, WA Existing w H 16 in Stiffened Base Plate Connection Base Plate Thickness : 1. in Base Plate Fy : 36. ksi Bearing Surface Fp : 2.04 ksi Anchor Bolt Diameter :.875 in Anchor Bolt Material : A307 Anchor Bolt Fu : 60. ksi Column Shape : HSS8x8x5 Design Code : AISC ASD 13th Pullout Code : ACI 318-05 Anchor Bolts Bearing Pressure Maximum Bearing 2.068 ksi Max/Allowable Ratio 1.014 LC59 VI< (ABIF = 1.00) 2.068 (ksi) O. Base Plate Stress Maximum Stress 14.5 ksi Max/Allowable Ratio .448 LC59 (ASIF = 1.000) 14.5 (ksi) .003 Bolt X (in) Z (in) Tens.(k) Vx (k) Vz (k Fnt (ksi ft (ksi Fnv Combination 1 6. 6. 4.844 -.003 -.333 45. 8.056 24. .554 .358 (T) LC56 (2) 2 6. -6. 0. -.003 -.41 45. 0. 24. .681 .057 (S) LC62 (5) 3 -6. 6. 10.114 -.347 -.121 45. 16.82 24. .612 .748 (T) LC59 (4) 4 -6. -6. 9.405 -.347 -.121 45. 15.641 24. .612 .695 (T) LC59 (4) - Loads DL LL WL OL1 OL2 P (k Vx (k Vz (k Mx (k-ft Mz (k-ft 28.476 .002 .855 4.977 .052 No -2.928 .012 1.333 9.261 .196 No -3.646 1.155 .026 .038 11.666 Yes 5.357 .011 1.639 11.151 .193 No 4.623 1.39 .484 3.832 24.844 No T1 t-Ki 1NCs 16 "Sd2X \tThICX 43A96 1q• W/ (4) 7/g "O k, G `S Pr 0-"Goseg 15A4. wk`( VA/avow/0 is t8" 1 s diet.. a4 IBC ANCHORAGE Si( -II•kC DESIGN ANCHORAGE PER ACI APPENDIX D BOLT DIAMETER = BOLT EMBEDMENT (hef) = BOLT GAGE= F'c = 2500 LF = 1.4 W1 = 19.5 W2 = 19.5 (1)c = 0.7 OS = 0.75 cr'SR = 0.75 gjec = 1.0 4'ed = 1.00 �c = 1.0 (Ijcp = 0.875 IN 13 IN 16 IN CONCRETE COMPRESSIVE STRENGTH LOAD FACTOR BOLT EDGE DISTANCE OR 1.5hef MAX. (VALUE TO BE MIN. EDGE DIST.) BOLT EDGE DISTANCE OR 1.5hef MAX. STRENGTH REDUCTION FACTOR FOR CONCRETE STRENGTH REDUCTION FACTOR FOR STEEL STRENGTH REDUCTION FACTOR FOR AREA OF HIGH SEISMIC RISK ANCHOR BOLT ECCENTRICITY FACTOR = 0.7+0.3W1/1.5hef FOR ANCHOR INSTALLED IN CRACKED SECTION DOES NOT APPLY, POST INSTALLED FACTOR Ncbg = (AN fANco)Pec*Need*NVc*NPcp*NNb AN = ANco = Nb = 2145 1521 57499.26 CONCRETE BREAK OUT cpNcbg/LF= 30.4 KIPS = 9he? = 16xF'c1/2Xhef5/3 O 0—•—•- O 0 i Column to Base Plate Connection - Existing M Max = W Base Plate = W Column = Weld Size = L Gusset = 25.00 kip-ft 16.00 inches, square 8.00 inches, square 0.3125 inches 4.00 inches Determine Moment of Inertia of Weld Assembly I = 599.1 In4 total I = 479.3 In4 without column weld (single sided fillet not allowed for moment) Determine Section Modulus of Weld Assembly S = 74.9 Ina total S = 59.9 In4 without column weld (single sided fillet not allowed for moment) Stress f total = 4.01 ksi OK f who col weld = 5.01 ksi OK The connection of the column to the base plate is OK Costco Gasoline - Tukwila, WA New - Bearing Pressure Maximum Bearing 1.523 ksi Max/Allowable Ratio .995 lc 44 (ABIF = 1.000) pi! 1.523 (ksi) 0. N 24 in Stiffened Base Plate Connection Base Plate Thickness : 1. in Base Plate Fy : 36. ksi Bearing Surface Fp : 1.53 ksi Anchor Bolt Diameter : 1.375 in Anchor Bolt Material : A307 Anchor Bolt Fu : 60. ksi Column Shape : HSS12x12x8 Design Code : AISC ASD 13th Pullout Code : ACI 318-05 Anchor Bolts Bolt X (in) Z (in) Tens.(k) Vx (k Base Plate Stress Maximum Stress 25.567 ksi Max/Allowable Ratio .789 Ic 44 (ASIF = 1.000) 25.567 (ksi) .01 Vz (k Fnt (ksi ft (ksi Fnv (ksi fv (ksi Unit Co 1 9. 9. 8.81 -.008 -.659 45. 5.932 24. .444 .264 (T) Ic 9 (1) 2 -9. 9. 20.886 -1.055 -.133 45. 14.064 24. .716 .625 (T) Ic 44 (3) 3 9. -9. 0. -1.055 -.133 45. 0. 24. .716 .06 (S) Ic 44 (3) 4 -9. -9. 20.144 -1.055 -.133 45. 13.565 24. .716 .603 (T) lc 44 (3) - Loads DL WL EL OL1 P (k Vx (k Vz (k Mx (k-ft Mz (k-ft Reverse No -6.622 .032 2.636 24.044 .543 No 22.291 .021 3.414 22.786 .37 No 2.803 4.221 .531 5.153 72.139 No USS 2-4"5(Q.x 1" flk1CAC C U1/ (4) " A. G.'s Aor 1 O `" ►SCA,T4 32" ►Nro Cam 32"ce,Nwrs.9 W'itA, 9e/G.t-+?4 - Tee At344 Ge TD `cam V5er. V �J? Column to Base Plate Connection M Max = W Base Plate W Column = Weld Size = L Gusset = 73.00 kip-ft 24.00 inches, square 12.00 inches, square 0.3125 inches 6.00 inches Determine Moment of Inertia of Weld Assembly I = 2063.0 In4 total I = 1673.9 In4 without column weld (single sided fillet not allowed for moment) Determine Section Modulus of Weld Assembly S = 171.9 Ina total S = 139.5 In4 without column weld (single sided fillet not allowed for moment) Stress f total = 5.10 ksi OK f w/o col weld = 6.28 ksi OK The connection of the column to the base plate is OK 1nUHQATlO 5161� owriN* Shallow Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #: 2013.250 1/3/2014 Footing: Tukwila, WA Existing 9:11 AM Comment: LC53: D+S Soil Data: Alone Combined Friction = 0.25 SF = 1.5 SF = 1.5 Neglect Upper (Inches) = 0 Passive (pcf) = 200 SF = 1.5 SF = 1.5 Load Data: Loads in Kips or Kip -Ft Column Reaction: M = 4.977 CMU Reaction: M = 0 H= 0 H= 0 P1 = 28.476 P2 = 8.3 Slab & Island WT.= 8.30 Note: DL Factor is applied to slab & island wt, P2 & ftg wt. P1 should be entered w/ appropriate DL factor already applied SR = 1.00 DL Factor = 1 TOTALS: M = 4.977 H = 0 w = 0 (w is load 1) P = 45.076 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B= 8.5 L=5 THK=24 DIS1 = 0 Gage = 2.5 DIS2 = 2.5 Results: P-total = 57.826 kips VOL = 85 CF X = 2.414 E = 0.086 L/6 = 0.833 L' = 5.000 Lateral Resistance: Kips Friction Or Passive Alone H-max = 9.64 kips Combined H-max = 11.90 kips Bearing Info. 0-min = 1.220 ksf 0-max = 1.501 ksf Fs-ot = 29.05 0-net = 1.201 ksf USE: Existing 5'-0" x 8'-6" x 24" ftg is OK Shallow Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #: 2013.250 1/3/2014 Footing: Tukwila, WA Existing 9:14 AM Comment: LC56: 2/3D+WZ Soil Data: Alone Combined Friction = 0.25 SF = 1.5 SF = 1.5 Neglect Upper (Inches) = 0 Passive (pcf) = 200 SF = 1.5 SF = 1.5 Load Data: Loads in Kips or Kip -Ft Column Reaction: CMU Reaction: Slab & Island WT.= M = 9.261 M= 0 H= 0 H= 0 P1 = -2.928 P2 = 8.3 8.30 Note: DL Factor is applied to slab & island wt, P2 & ftg wt. P1 should be entered w/ appropriate DL factor already applied SR = 1.00 DL Factor = 0.67 TOTALS: M = 9.261 H = 0 w = 0 (w is Toad 1) P = 8.194 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B= 8.5 L=5 THK=24 DIS1 = 0 Gage = 2.5 DIS2 = 2.5 Results: P-total = 16.737 kips VOL = 85 CF X = 1.947 E = 0.553 L/6 = 0.833 L' = 5.000 Lateral Resistance: Kips Friction Or Passive Alone H-max = Combined H-max = 2.79 kips 5.06 kips Bearing Info. Q-min = 0.132 ksf Q-max = 0.655 ksf Fs-ot = 4.52 Q-net = 0.355 ksf USE: Existing 5'-0" x 8'-6" x 24" ftg is OK 100 Shallow Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #: 2013.250 1/3/2014 Footing: Tukwila, WA Existing 9:15 AM Comment: LC56: 2/3D+WX Soil Data: Alone Combined Friction = 0.25 SF = 1.5 SF = 1.5 Neglect Upper (Inches) = 0 Passive (pcf) = 200 SF = 1.5 SF = 1.5 Load Data: Loads in Kips or Kip -Ft Column Reaction: M = 11.666 CMU Reaction: M = 0 H= 0 H= 0 P1 = -3.646 P2 = 8.3 Slab & Island WT.= 8.30 Note: DL Factor is applied to slab & island wt, P2 & ftg wt. P1 should be entered w/ appropriate DL factor already applied SR = 1.00 DL Factor = 0.67 TOTALS: M = 11.666 H = 0 w = 0 (w is load 1) P = 7.476 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B= 5 L=8.5 THK=24 DIS1 = 0 Gage = 4.25 DIS2 = 4.25 Results: P-total = 16.019 kips VOL = 85 CF X = 3.522 E = 0.728 L/6 = 1.417 L' = 8.500 Lateral Resistance: Kips Friction Or Passive Alone H-max = Combined H-max = 2.67 kips 4.00 kips Bearing Info. Q-min = 0.183 ksf Q-max = 0.571 ksf Fs-ot = 5.84 Q-net = 0.271 ksf USE: Existing 5'-0" x 8'-6" x 24" ftg is OK Shallow Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #: 2013.250 1/3/2014 Footing: Tukwila, WA Existing 9:17 AM Comment: LC59: D+0.7EX Soil Data: Alone Combined Friction = 0.25 SF = 1.5 SF = 1.5 Neglect Upper (Inches) = 0 Passive (pcf) = 200 SF = 1.5 SF = 1.5 Load Data: Loads in Kips or Kip -Ft Column Reaction: M = 24.844 CMU Reaction: M = 11.898425 H= 0 H= 0 P1 = 4.623 P2 = 8.3 Slab & Island WT.= 8.30 Note: DL Factor is applied to slab & island wt, P2 & ftg wt. P1 should be entered w/ appropriate DL factor already applied SR = 1.00 DL Factor = 1 TOTALS: M = 36.742 H = 0 w = 0 (w is load 1) P = 21.223 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B= 5 L=8.5 THK=24 DIS1 = 0 Gage = 4.25 DIS2 = 4.25 Results: P-total = 33.973 kips VOL = 85 CF X = 3.168 E = 1.082 L/6 = 1.417 L' = 8.500 Lateral Resistance: Kips Friction Or Passive Alone H-max = Combined H-max = 5.66 kips 7.00 kips Bearing Info. Q-min = 0.189 ksf Q-max = 1.410 ksf Fs -of = 3.93 Q-net = 1.110 ksf USE: Existing 5'-0" x 8'-6" x 24" ftg is OK 102 Shallow Footing - Combined Footing Calculation BY: GMA Consulting Engineers Version 2.0 Job #: 2013.250 1/3/2014 Footing: Tukwila, WA Existing 9:19 AM Comment: LC62: D+WZ+S/2 Soil Data: Alone Combined Friction = 0.25 SF = 1.5 SF = 1.5 Neglect Upper (Inches) = 0 Passive (pcf) = 200 SF = 1.5 SF = 1.5 Load Data: Loads in Kips or Kip -Ft Column Reaction: M = 11.151 H = 0 P1 = 5.357 CMU Reaction: M = 0 H = 0 P2 = 8.3 Slab & Island WT.= 8.30 Note: DL Factor is applied to slab & island wt, P2 & ftg wt. P1 should be entered w/ appropriate DL factor already applied SR = 1.00 DL Factor = 1 TOTALS: M = 11.151 H = 0 w = 0 (w is Toad 1) P = 21.957 Footing Data: B,L,DIS, Gage in Ft; THK in Inches; VOL in CF B= 8.5 L=5 THK=24 DIS1 = 0 Gage = 2.5 DIS2 = 2.5 Results: P-total = 34.707 kips VOL = 85 CF X = 2.179 E = 0.321 U6 = 0.833 L' = 5.000 Lateral Resistance: Kips Friction Or Passive Alone H-max = Combined H-max = 5.78 kips 8.05 kips Bearing Info. Q-min = 0.502 ksf Q-max = 1.131 ksf Fs-ot = 7.78 Q-net = 0.831 ksf USE: Existing 5'-0" x 8'-6" x 24" ftg is OK 103 Nit! pv ;4 Isolated Pole Foundation Design: Per: IBC Methods Lateral Bearing Value = 200 pcf Increase for 1/2" lateral Movement = 1 Horizontal Load = 4221.0 Ibs Moment = 72139.0 lb-ft Diameter = 42 inches Trial Depth = 10.75 ft Calculations A = 3.94 h = 17.09 Required Depth = 10.76 #t unconstrained Required Depth = 6.38 ft constrained Use 42" diameter x 11'-0" deep pier 1 041. N'Eu) PIS 1r CAST IN PLACE PIER CAPACITY By: GMA Consulting Engineers Job #: 2013.250 Comment: LOADS: Max. Down = Max. Uplift = SOIL DATA: Bearing = 22.3 kips 6.62 kips 0 psf 1/3/2014 3:19 PM Avt ' (1S '/r,ra t-t c7S1WpryL Layer ) Skin Friction (p Layer Thickness (ft) 1 0 1 2 450 12 3 0 0 4 0 0 5 0 0 PIER DATA: Diameter = Depth = CAPACITIES: Downward Capacity Bearing = Friction = 42 in 11.00 ft 0.00 kips 49.48 kips Total = 49.48 kips use layer 1 for neglected depth Volume = 105.83 ft3 Uplift Capacity Conc. Wt. = 15.87 kips Friction = 24.7 4 8 kips t J/ )1 siKI 1 morvm Total w/1.0D = 40.5 6635 kips Total w/0.6D = 34:258:o1 kips GMA Consulting Engineers Sheet: too CEILING PANEL THE PANELS HAVE A MAX. SPAN OF 6'-6" W/ A 2'-6" OVERHANG PANEL DL = 2.26 PSF FASCIA DL = 12.5 LBS. PANEL LUSL = 35.085 PSF C&C Mwind = 90 lb-ft, for cantilever moment 37.345 PSF 22 GAUGE GRAN PRIX PANELS GF 10'-6" SPAN & 4'-2" OVERHANG @ 40PSF ALLOWABLE MOMENTS: M = 40PSFx10.52/8 = 551 LB -FT COMPRESSION AT TOP M = 40PSFx4.162/2 = 346 LB -FT COMPRESSION AT BOTTOM ACTUAL MOMENTS: FROM A SEPARATE ANALYSIS, THE MOMENTS WITH A UNIFORM LOAD OF 40PSF ARE: M1 ao= 100 LB -FT COMPRESSION AT TOP, SPAN M2 ao = 145 LB -FT COMPRESSION AT BOTTOM, SPAN THESE LOADS ARE ADJUSTED FOR THE MOMENTS FOR THE ACTUAL LOADING M1 ACT. = 93 LB -FT OK M2 ACT. = 135 LB -FT OK M CANT. = 238 LB -FT OK INCLUDES WT. OF FASCIA NOTE: THE CEILING PANEL IS NOT USED AS A DIAPHRAGM. THE LATERAL LOADS ARE TRANSFERRED TO THE COLUMNS THROUGH WEAK AXIS BENDING OF THE BEAMS. THE CEILING PANEL CARRIES VERTICAL LOADS AND VERY SMALL AXIAL LOADS FROM THE FASCIA ONLY. USE 22 GAUGE "GRAN PRIX" PANELS BY ALUMET BUILDING PRODUCTS, INC. GERALD MELE & ASSOCIATES, INC. 7337 N. FIRST ST., SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE CHECK STABILITY OF THE CEILING CEILING SLOPE IS NOT REQUIRED IF THE REQUIREMENTS OF AISC APPENDIX 2 ARE MET. THE CEILING SYSTEM UNDER PONDING CONDITIONS SHALL BE CONSIDERED STABLE IF THE FOLLOWING CONDITIONS ARE MET. Cp+0.9Cs <= 0.25 AND ID >= 25 x S4 x 10-6 Cp = 32LSLp4/(Ipx107) Cs = 32SLs4/(Isx107) Ls = 32 LENGTH OF SECONDARY MEMBER SPAN (FT) Lp = 15.25 LENGTH OF PRIMARY MEMBER SPAN (FT) Ip = 428 MOMENT OF INERTIA OF PRIMARY MEMBER (IN4) IS = 238 MOMENT OF INERTIA OF SECONDARY MEMBER (IN4) S = 6 SPACING OF SECONDARY MEMBERS (FT) Cp = 0.0129 Cs = 0.0846 Cp+0.9Cs = 25xS4x10-6 = 0.0891 <=0.25, OK 0.0324 <0.587, OK THE ROOF HAS SUFFICIENT STRENGTH AND STABILITY THEREFORE, NO ROOF SLOPE IS REQUIRED. GIVI GERALD MELE G ASSOCIATES, INC. 7337 N. FIRST St, SUITE 110 FRESNO, CA 93720 (559) 435-1411 FAX (559) 435-1169 Consulting Engineers GERALD A. MELE, PE, SE MARTIN R. INESS, PE, SE 107 GRAN PRIX® PANEL GRAN PRIX PANEL MAXIMUM SPAN TABLE PANEL ALLOWABLE WIND LOAD SPANS 10 PSF 15 PSF 20 PSF 2S PSF 30 PSF 35 PSF 40 PSF SPAN CANT. SPAN CANT. SPAN CANT. SPAN CANT. SPAN CANT. SPAN CANT. SPANICANT. 6'-3' 12 2' .028 Alum 12'-6' 4'• 4' 10'• 3' 3'•7' 8'•10' 3'- 0' 7'4l' 2'• 9' 7'-3' 2'- 6' 6'- 8' 2'4' .036 Alum I9'-6' 6'. 9' IS'-11' 5'-6' 13'-10' 4'•10' 12'- 4' 4'- 3' 11'•3' 3'-1I' 10'- 5' 3'-7' 9'-9' 3'. 4' 24 Ga. Steel 16'-8' S'40' 13'• 7' 4'-9' II'. 9^ 4'- 1' 10'- 6' 3'- 8' 9'4' 3'- 4' 8'-I I' 3'-1' 8'4' 2'40' GRAN PRIX! MAXIMUM TABLE i ... PANEL • TRIMNESS " • ySPAN .-.'.1^•• PAIli * :.'� • . 20 PSF E 30 PSF -•• •• • 4it PSF••>r .1 — • 50 PSF ° - • PANEL. SPAN OR OYERFGNG• u.3 =:- ; • • • SPAN • b OVER NAND• '• ;SPAN OVER , - HANG s : •g - SPAN ` '- "SPAN ': i •OVER ` . . .028' Alum. 10'4' - 3'-9' 9'-4' 3'-1' 7'-7' 2'-8' 6'40' I 2'-3' .036' Alum. 12'•2' 4'-8' 11'-5' 3'-10' 10'-0' 3'4' 8'-9' I 2'-9' 24 Ga. Steel 13'-2' 4'40' 11'-11' 4'-0' 10 '4' 3'-6' 9'-0' I 3'-0' 22 Ga. Steel 14'•5' 5'-8' 12'-0' 4'-9' 10'-6' 4'-2' - I - 'Panel Span values shown above are based on GRAN PRIX panel fastened to top flange of purlin or suspended from purlin and attached to purlin with fasteners. See panel to purlin connection charts for required number of fasteners per panel. rt Gran -Prix Panel TP Purlin PANEL ATTACHED TO TOP OF BEAM GRAN PRIX PANEL • TO PURLUV CONNECTION LIVE` OD '4y`.021 : �•. :••: PANELFICIUES r ALAL ' '03r. 04 .. ..GA.. .A -,i';: . �A-,,..a 20 2 2 3 3 30 • 3 3 4 4 40 3 3 4 4 Gran -Prix Panel .14 Self -tapping screws with composite .050' x sit' O.D. Aluminum -Neoprene Washer or approved equal. See panel to purlin connection chart for required number of fasteners. PANEL ATTACHED TO BOTTOM OF BEAM WITH FASTENERS Bottom of Puriin ALLOWABLE PANEL SPANS FOR GRAN PRIX PANEL WHEN SUSPENDED FROM PURLINS WITH SUSPENSION CLIPS PANEL � , .TYPE • 20 I --30 . • LIVE LOAD (PSF) . - . 40 t .40-.' . GRAN PRIX I 7'- ' I 5'-0' 3'-9' I 3'-0' NOTES: 1. Panel span values shown are for aU thicknesses of GRAN PRIX. 2. Values shown at left are based on tests made to determine ultimate stress values. 3. Values shown at left are for cap attachment to wide flange members only. Values may vary for 'C' and T attachments. 4. The cap does not brace the bottom flange of the support- ing member. Purlin Roof Panel Suspension Clip ' GRAN PRIX PANEL Section Properties Material Aluminum 3005-H281 Steel FY=40 KSI Thickness .028" .036" 24 Ga. 22 Ca. I-(In4)/Ft. .578 .743 .495 .587 Y-Centroid .760 .760 .760 .741 S+ In3 .332 .427 .284 .334 S- In3 .761 .978 .651' .179 Dead Weight- #/Ft2 .750 .960 1.836 2.26 S+ = SECTION MODULUS FOR SNOW LOAD. S- = SECTION MODULUS FOR UP LIFT. Neutral r Axis Y Top = 1.740' Y Bot.= ..760' GRAN PRIX PANEL ALUMET BUILDING PRODUCTS, INC. P. O. Box 850163 Mesquite, TX 75185-0163 Fr IOR AUMAX BUILDING SPECIALTIES DIVISION 0.QBox 163 227 Town East Blvd. Mesquite, Texas 75149 (214) 285-8811 GRAN PRIX PANEL Section Properties Material Aluminum 3005-H281 Steel FY=40 KSI , Thickness .028" .036" 24 Ga. •22 Ga. I-(In4)/Ft. .578 .743 .495 .587 Y-Centroid .760 .760 .760 .741 S+ In3 .332 .427 .284 .334 S- In3 .761 .978 .651 .179 Dead Weight- #/Ft2 .750 .960 1.836 2.26 Neutral Axis S+ = SECTION MODULUS FOR SNOW LOAD. S- = SECTION MODULUS FOR UP LIFT. GRAN PRIX PANEL Y Top = 1.740" Y. Bot.= .760" METAL ROOFING • FASCIA. MANSARD, SOFFITS • WALL CLADDING • OVERHEAD DOORS • WALKWAYS & CANOPIES Architectural and Residential Products for the Budding Industry' loot MULVANNY G2 DESIGN AT WORK FILE COPY COSTCO GASOLINE FUEL FACILITY EXPANSION arehouse No. 006 51Costco Drive Tukwila, Washington 98188 Project Manual MG2 # 93-0440-28 Issued for Permit / Bid February 4, 2014 I REVIEWED FOR CODE COMPLIANCE APPROVED Itc APR 08 2014 City of Tukwila BUILDING DIVISION COSTCO WHOLESALE CORPORATION 999 Lake Drive Issaquah, Washington 98027 RECEIVED CITY OF TUKWILA I425.463.2000 425.463.2002 FEE' 0 5 2014 PERMIT CENTER 1110 112TH AVENUE NE I SUITE 500 I BELLEVUE, WA 198004 MulvannyG2.com PROJECT DIRECTORY COSTCO GASOLINE Fuel Facility Expansion Warehouse No. 006 451 Costco Drive Tukwila, Washington 98188 MG2 # 93-0440-28 Issued for Permit/Bid February 4, 2014 OWNER: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WASHINGTON 98027 MULVANNYG2 ARCHITECTURE ARCHITECTURAL 1110 112th Avenue NE, Suite 500 P: 425.463.2000 Bellevue, Washington 98004 F: 425.463.2002 Contact: Kendall Williams E: Kendall.Williams@MulvannyG2.com KLEINFELDER INC. GEOTECHNICAL 14710 NE 87Th Street, Suite 100 P: 425 636.7900 Redmond, Washington 98052 F: 425 636.7901 Contact: Marcus Byers E: mbyers@kleinfedler.com BARGHAUSEN CONSULTING ENGINEERS CIVIL / LANDSCAPE 18215 - 72nd South P: 425.251.6222 Kent, Washington 98032 F: 425.251.8782 Contact: Chris Tebaldi (Civil) E: ctebaldi@barghausen.com Contact: Art Seidel (Landscape) E: aseidel@barghausen.com GMA ENGINEERING STRUCTURAL 7337 N. First Street, Suite 110 P: 559.435.1411 Fresno, Califomia 93720 F: 559.435.1169 Contact: Brad Edwards E: brad@gmaengineering.com SPAN CONSTRUCTION & ENGINEERING MBS 1841 Howard Road P: 559.661.1111 Madera, California 93637 F: 559.673.0600 Contact: Ernie Brandi E: CostcoGas@SpanConstruction.com PROJECT DIRECTORY COSTCO GASOLINE Fuel Facility Expansion Warehouse No. 006 451 Costco Drive Tukwila, Washington 98188 MG2 # 93-0440-28 BARGHAUSEN CONSULTING ENGINEERS TANK & ELECTRICAL 18215 72nd Avenue South P: 425.251.6222 Kent, Washington 98032 F: 425.251.8782 Contact: Omar Vasquez E: Ovasquez@barghausen.com This project may not be included in any bid depository system for the purpose of receiving unsolicited bids by subcontractors, subcontractor trades, or sub -bids. By Architect of Record 1 TABLE OF CONTENTS Section No. Title BIDDING REQUIREMENTS Document 00020 Invitation to Bid Document 00100 Instructions to Bidders Document 00350 Form of Bid Proposal CONTRACTING REQUIREMENTS Document AIA A201 General Conditions of the Contract for Construction Document 00500 Supplementary Conditions Document 00800 Special Conditions Document - Costco Wholesale Anti -Bribery Policy and Guidance Statement DIVISION 1 GENERAL REQUIREMENTS Section 01100 Section 01230 Section 01250 Section 01270 Section 01290 Section 01310 Section 01320 Section 01330 Section 01400 Section 01420 Section 01500 Section 01700 Section 01731 Section 01732 Section 01770 DIVISION 2 Section Section Section Section Section Section Section Section Section Section Section Section Section Summary of Work Alternates Contract Modifications Unit Prices Payment Procedures Project Meetings Construction Progress Documentation Submittal Procedures Quality Requirements References Temporary Construction Facilities Execution Requirements Cutting and Patching Selective Demolition Closeout Procedures SITEWORK 02230 02260 02300 02530 02630 02741 02742 02745 02751 02760 02815 02890 02950 Clearing of Site Excavation Support and Protection Earthwork Sanitary Sewage System Site Drainage Asphalt Pavement and Surfacing Asphalt Paving and Repair Asphalt Pavement Sealer Cement Concrete Pavement Pavement Marking Irrigation Modifications Traffic and Parking Signs Landscape Modifications DIVISION 3 CONCRETE Section 03300 Concrete DIVISION 4 MASONRY Section 04100 Mortar and Grout Section 04200 Unit Masonry DIVISION 5 METALS Section 05500 Metal Fabrications MULVANNYG2 ARCHITECTURE Number of Pages COSTCO GASOLINE 451 Costco Drive Fuel Facility Expansion Tukwila, Washington 98188 ISSUED FOR MG2 # 93-0440-28 PERMIT/BID Printed on 02/04/2014 TABLE OF CONTENTS Page 2 Section No. Title Number of Paqes DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07190 Water Repellents Section 07950 Petroleum Resistant Sealant DIVISION 9 FINISHES Section 09900 Painting DIVISION 10 SPECIALTIES Section 10400 Signs DIVISION 11 EQUIPMENT Section 11140 Tank, Piping and Dispenser Requirements Section 11144 Vapor and Vent Piping Section 11146 Fuel Dispenser Assemblies Section 11147 Tank and Line Monitoring System and Sensors Section 11149 Testing DIVISION 13 SPECIAL CONSTRUCTION Section 13122 Pre -Engineered Metal Canopy DIVISION 16 ELECTRICAL Section 16010 Electrical General Provisions Section 16050 Basic Materials and Methods Section 16060 Grounding and Bonding Section 16075 Electrical Identification Nameplates and Warning Signs Section 16080 Electrical Testing and Inspection Section 16120 Conductors and Cables Section 16130 Raceway Systems and Pull Boxes Section 16442 Control Panels Section 16500 Lighting And Receptacles Section 16700 Video Communication System Section 16900 Veeder Root TLS 350 Monitoring System APPENDIX Appendix A - SitelFolio General Contractor User Guide END OF TABLE OF CONTENTS MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00020 INVITATION TO BID ARCHITECT: MULVANNYG2 ARCHITECTURE 1110 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO GASOLINE FUEL FACILITY EXPANSION Warehouse No. 006 451 Costco Drive Tukwila, Washington 98188 MG2 # 93-0440-28 INVITATION TO BID 1. NOTICE TO GENERAL CONTRACTORS A. Post your bids for this project to sitelfolio, to be received by Costco Wholesale, in care of the Architect, by 2:00 p.m. (Pacific Time) on February 25, 2014. Post the completed Bid Breakdown in the "Form of Bid Proposal" Document, following instructions in Document 00350 "Form of Bid Proposal". B. Proposals received after the time and date stated above will not receive consideration. C. Prepare and submit the "Contract Bid Book" in a PDF electronic copy via sitelfolio within 24 hours and in a three-ring binder within three business days of the bid posting date, following instructions in Document 00100 "Instructions to Bidders". D. Prepare and submit the "Labor and Equipment Rates" in a PDF electronic copy via sitelfolio within 24 hours of the bid posting date, following instructions in Document 00100 "Instructions to Bidders". 2. SUMMARY OF WORK A. This project is to expand the existing fuel facility to include new fuel dispensers, extension of the existing canopy system and concrete islands, and site modifications and improvements as indicated. Work may include pumps, monitoring system, multi -product dispensers, dispenser sumps, and automatic fuel control system; all as specified and indicated on the Drawings. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00020 Page 2 INVITATION TO BID 3. GENERAL CONTRACTORS BID LIST A. The following contractor has been invited to bid this project: PNE CORPORATION 1081 Columbia Boulevard Longview, WA 98632 Phone: (360) 423-2245 Fax: (360) 423-2272 Contact: Spencer Partridge Email: spencerp@pnecorp.com 4. PRE -SELECTED SUB -CONTRACTORS BID LIST A. The following specialized sub -contractor was selected to do part of the work on this project. The Owner will purchase certain building products and materials directly from this Sub -Contractor. Installing the materials and products is part of this work, with descriptions of responsibilities detailed in the sections listed below. No other bids for the products listed below will be accepted. 1) Signs Section 10400 2) Pre -Engineered Metal Canopy Section 13122 SPAN CONSTRUCTION & ENGINEERING, INC. 1841 Howard Road Madera, California 93637 Ph: (559) 661-1111 Fax: (559) 673-0600 Attn: Ernie Brandi Email: CostcoGas@SpanConstruction.com 5. PRE -SELECTED SUPPLIERS FOR TANK AND PIPING MATERIALS: The following suppliers are selected to furnish Tank and Piping Materials for this project. No other suppliers from these trades will be accepted. The pre -selected suppliers will submit the same bid amount to each General Contractor bidding this project. SOURCE NORTH AMERICA 909 Avenue T, Suite 200 Grand Prairie, Texas 75050 Ph: (877) 896-4328 Fax: (877) 462-2811 Attention: Mark Hodges Email: mhodges@sourcena.com ANS DISTRIBUTING 3970 South Evans Boulevard Tucson, Arizona 85714 Ph: (520) 623-9300 Fax: (559) 233-1818 Attention: Tegerhoff Email: billt@ansdistributing.com 6. BID OPENING A. Bids will be opened privately at the time and location indicated above. 7. BIDDING AND CONSTRUCTION DOCUMENTS A. Bidding and Construction Documents are available on sitelfolio for downloads by the General Contractor only. M ULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive Fuel Facility Expansion Tukwila, Washington 98188 ISSUED FOR MG2 # 93-0440-28 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00020 Page 3 INVITATION TO BID 8. RIGHT TO REJECT BIDS A. The Owner reserves the right to waive irregularities in or to reject any and/or all bid proposals. END OF INVITATION TO BID MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00020 Page 4 INVITATION TO BID (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00100 INSTRUCTIONS TO BIDDERS ARCHITECT: MULVANNYG2 ARCHITECTURE 1110 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO GASOLINE FUEL FACILITY EXPANSION Warehouse No. 006 451 Costco Drive Tukwila, Washington 98188 MG2 # 93-0440-28 INSTRUCTIONS TO BIDDERS Proposals to be entitled to consideration must be made in accordance with the following instructions: 1. GENERAL A. Invitation to Bid, as included in the Project Manual, shall be considered as a part of these Instructions to Bidders as if repeated herein. 2. EXAMINATION OF SITE AND DOCUMENTS A. Before submitting a proposal, the bidder(s) shall: 1) Carefully examine the Drawings and Specifications, Addenda, Reports and other information furnished to the bidders, 2) Visit the site of the work and become fully informed about existing conditions and limitations, and 3) Rely on the bidder's judgment in preparing the proposal, and include in the bid a sum sufficient to cover all items required by the Contract. 3. INTERPRETATIONS A. Questions regarding Drawings and Specifications should be addressed to the Architect via the bidding General Contractors only and will be answered by addenda addressed to all bidders. Subcontractors are to address all questions to the General Contractor only. The Architect will not respond to Subcontractor questions that have not been received from the General Contractor. Neither the Owner nor the Architect will be responsible for oral interpretations. B. The General Contractor is required to notify the Architect of all discrepancies contained in the bidding documents. In the event of an un-clarified discrepancy the Contractor is required to bid the item of greater costs. C. Questions received less than 48 hours before the time set for bid opening cannot be answered. All addenda issued during the bidding period will be incorporated into the Contract. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00100 Page 2 INSTRUCTIONS TO BIDDERS 4. FORM OF BID A. Submit bid, on the form furnished by the Architect, without alterations in the form, or any recapitulation of the work to be done. Fill in all blank spaces in the form, in accordance with the portion or portions of work bidding upon. Sign the bid form Signature Sheet in longhand. Failure to bid on all items listed in the bid form may cause rejection of the bid. If a bidder is a partnership, each partner must sign; if a corporation, print name of state in which incorporated, followed by the signature or signatures of the person(s) authorized to sign, and the names of the offices they hold in the corporation. Written, telegraphic, and hard copy bid form, or modifications of bid form will not be considered. 5. MODIFICATIONS OF BIDS A. Modifications of bids after set date and time will not be considered. 6. SUBSTITUTIONS A. General: Substitutions are not allowed, unless unforeseen circumstances prevent the Contractor from providing the products, equipment, or other items specified in the technical specifications or indicated on the Drawings. B. Substitution Requests: Only substitution requests received from a General Contractor will be reviewed or considered. The Architect will not respond to substitution requests from suppliers, vendors, subcontractors, or other sources that are not a General Contractor. C. Substitution Procedure Prior to Signing Contract between Owner and General Contractor: 1) Whenever the item or class or material is specified exclusively by detail specification, trade name, mfg. name, or by catalog reference; use only such items. No substitutions allowed. 2) All other items not specified as described above, submit a copy of the "Substitution Request Form" at the end of this section. Submit the completed form together with product literature and applicable drawings, to the Architect via the bidding General Contractor, for approval. By signing the Substitution Request Form, the Applicant guarantees the substitution to be equal to or better in every respect to the original specification. 3) Architect will issue addenda listing all substitutions requests that have been approved. D. Substitution Procedure After Contract Signing Between Owner and General Contractor: 1) Should the Contractor find it necessary to substitute items, equipment, etc., after the contract is signed, submit a copy of the "Substitution Request Form" at the end of this section. Submit the completed form together with product literature and applicable drawings, to the Architect for approval prior to awarding a contract to the subcontractor or supplier. Substitution requests by sales persons or subcontractors are not acceptable. 2) Substitutions shall yield a value to the work, such as a credit to the Owner, savings of time, or better quality product. The Contractor guarantees the substitution to be equal to or better in every respect to the original specification. The Contractor assumes responsibility that substitution will fit the project regarding space, access and service utility requirements. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00100 Page 3 INSTRUCTIONS TO BIDDERS 3) Do not incorporate substitutions in the work until after the Architect has approved them. 7. ALTERNATE BIDS A. Except as stated above, alternate bids other than those listed in the bid form, will not be considered. 8. SUBMISSION OF BID A. Submit bids addressed to Owner. Deliver as required by the "Invitation to Bid". 1) Bidder is responsible for delivery of the bid at or before the time set for opening. Architect will verify the correct time and control the time set. Bids not received at or before the time set will be rejected. 9. EVIDENCE OF QUALIFICATION A. A Bidder whose proposal is under consideration shall, upon request, promptly furnish satisfactory evidence of his financial resources, his experience and the organization he has available for the performance of the contract. 10. WITHDRAWAL OF BIDS A. Any Bidder may withdraw his bid, either personally or by written request, at any time prior to the hour set for the bid opening. No bid may be withdrawn or modified after the time set for opening unless and until the award of contract is delayed for a period exceeding 30 days. 11. PERFORMANCE BOND AND PAYMENT BOND A. Prior to signing the contract, the Owner may require the Contractor to secure and pay for a Performance Bond and a Payment Bond for labor, materials, and equipment used in the performance of the work. Each of the bonds shall be 100 percent of the contract sum, and issued by a Surety or a Bonding Company licensed to transact business in the jurisdiction of the project. 1) Use AIA Document A312 "Performance Bond and Payment Bond" for this purpose, or an equivalent form standard to the surety or a bonding company that is acceptable to the Architect. 2) Prior to purchasing the bonds, obtain written confirmation from the Architect and the Owner. 3) Deliver bonds in accordance with Par. 11.5. of the General Conditions. 4) Increase the bond amount with each Change Order increase, so the final bond amount reflects the final contract total. 12. CONTRACT BID BOOK A. Assemble and submit a "Contract Bid Book" containing all tabulated subcontractor bids, together with identifying the subcontractors that will likely be used for the work within each trade, and a comprehensive breakdown of the General Conditions. 1) Submit one hard copy in the form of a three-ring binder and one PDF electronic copy, as required by Document 00020 "Invitation to Bid". MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00100 Page 4 INSTRUCTIONS TO BIDDERS 2) The Owner reserves the right to exercise formal approval of all major subcontracts. Incorporate this approval into the construction contract. 13. LABOR AND EQUIPMENT RATES A. Assemble and submit a list of Labor and Equipment Rates for ALL major trades and subcontractors. 1) Labor Rates: Provide labor rates for all trades and labor categories that are to be utilized on this Project. a. Labor rates shall reflect hourly base rate, fringe rates and all other burdens and the total hourly rate. b. Labor rates shall identify overtime rates including base rate, fringe rates and all other burdens and the total hourly rate. 2) Equipment Rates: a. Equipment rates shall reflect total hourly rate, including but not limited to fuel, maintenance, insurance profit and overhead. b. Equipment rates shall identify labor classification required for operation. Operator rates shall be provided according to labor rate breakdown above. c. All equipment to be utilized for this Project is to be identified. 14. REJECTION OF BIDS A. The Owner reserves the right to reject any and all bids. END OF INSTRUCTIONS TO BIDDERS MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID MG2 # 93-0440-28 Printed on 02/04/2014 DOCUMENT 00100 Page 5 INSTRUCTIONS TO BIDDERS PROJECT: SUBSTITUTION REQUEST FORM We hereby submit for your review the following substitution for the following specified material for the above project. Section Paragraph Specified Product PROPOSED SUBSTITUTION: Attach complete technical data, including samples, if applicable, in duplicate. Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. A. Does the substitution affect dimensions shown on Drawings in any way? B. Will the undersigned pay for any changes to the design, including engineering and detailing costs caused by the requested substitution? C. What effect does the substitution have on other trades? D. What are the differences between the substitution and specified product? E. Difference between the Manufacturer's guarantee of the proposed substitution and specified product? SUBMITTED BY: APPROVED NOT APPROVED SIGNATURE SIGNATURE FIRM TITLE DATE DATE MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00100 Page 6 INSTRUCTIONS TO BIDDERS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00350 FORM OF BID PROPOSAL Date: ARCHITECT: MULVANNY G2 ARCHITECTURE 1110— 112`h Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO GASOLINE FUEL FACILITY EXPANSION Warehouse No. 006 451 Costco Drive Tukwila, Washington 98188 MG2 # 93-0440-28 FUEL FACILITY BID PROPOSAL Bidder: (Firm name) To: COSTCO WHOLESALE, INC. The undersigned bidder, having familiarized himself with the terms of the contract, the local conditions affecting the contract, and with the Drawings and Specifications and other Contract Documents, hereby proposes and agrees to provide all labor, material, equipment, and services necessary to complete in a workmanlike manner all work required in connection with the construction of: All in strict accordance to Drawings, Specifications, and other Contract Documents; hereby submit a combined base bid as follows: 1. COMBINED BASE BID: (USD $ ). 2. GENERAL CONTRACTOR BID BREAKDOWN A. Breakdowns of Bid Proposal: 1) The following bid breakdown form, organized by CSI Sections and Divisions shall be submitted by all bidders, to the Owner, in care of the Architect, by 2:00 p.m. the day bids are due. Failure to submit this form by this time and date may disqualify the bidder. a) The Bid will be submitted on the Form of Bid Proposal in Microsoft Excel Spreadsheet provided to the Contractor by the Architect. Post the Form of Bid Proposal, along with the PDF electronic copy of the Signature Sheet, to sitejfolio. The Form of Bid Proposal shall not be modified or changed in any way. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00350 Page 2 FORM OF BID PROPOSAL b) The bidder will also be required to submit a separate "Contract Bid Book" and "Labor and Equipment Rates" as described in Document 00020 "Invitation to Bid" and Document 00100 "Instructions to Bidders". 2) The Bid Breakdown will be used by the bidding General Contractor(s) and shall not be changed after submission of bid unless specifically approved by Architect and Owner in writing. a) If the costs and the subcontractor names are not listed at the time of submission (as shown below), the Owner reserves the right to reject the General Contractors bid. b) At the Architect's request, the Contractor shall supply subcontractor and/or labor, material and quantity back up for any values listed in the Bid Breakdown that the Architect deems necessary. 3) OFF -SITE BREAKDOWN (Not Applicable) 4) ON -SITE BREAKDOWN AMOUNT Sub- Proprietary US ($) Contractor Supplier AMOUNT Sub- Proprietary US ($) Contractor Supplier a. ON -SITE WORK $ (1) Erosion Control $ (2) Survey & Construction Staking $ (3) Demolition $ (4) Site Clearing $ (5) Earthwork $ Excavation, Import & Backfill $ Grading $ Haul & Disposal $ Tank Shoring $ Tank Dewatering $ (6) Pilings & Support Systems $ (7) Structural Retaining & Screen Walls $ (8) Sanitary Sewage System $ (9) Site Drainage $ (10) Fire Protection Water Supply, Hydrants $ (11) Concrete $ (12) Asphalt Paving & Surfacing $ (13) Slurry Seal $ (14) Pavement Markings $ (15) Hardscape, Fumishings, Fencing & Screen Walls $ (16) Landscape Planting & Irrigation $ (17) Site Lighting & Electrical $ (18) General Conditions $ (19) Contractor's Overhead & Profit $ (20) Fair Wage Policy Included (21) Builder's Risk Insurance $ (22) Liability Insurance $ b. Total On -Site Cost $ c. WA Sales Tax $ d. TOTAL On -Site with Tax $ MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 5) FUEL FACILITY BREAKDOWN a. DIVISION 2 DEMOLITION (1) Demolition - Other DOCUMENT 00350 Page 3 FORM OF BID PROPOSAL AMOUNT Sub- Proprietary US ($) Contractor Supplier b. DIVISION 3 CONCRETE (1) Canopy Footings $ (2) Enclosure Slab & Footings $ (3) Tank Hold Down, Deadmen $ c. DIVISION 4 MASONRY (1) Masonry Around Columns & Enclosures $ d. DIVISION 5 METALS $ (1) Metal Fabrications $ e. DIVISION 6 WOOD & PLASTICS (Not Used) $ f. DIVISION 7 THERMAL & MOISTURE PROTECTION (1) Canopy Roof Drain System $ (2) Mansard Roof Tile $ (3) Sealants $ g. DIVISION 8 DOORS & WINDOWS (Not Used) $ h. DIVISION 9 FINISHES (1) Painting $ i. DIVISION 10 SPECIALTIES (1) Signage $ j. DIVISION 11 EQUIPMENT (1) Piping, Risers, Pipe Fittings $ (2) Install Monitoring Systems & Sensors $ (3) Special Testing (by Contractor) $ (4) Special Testing (by Owner's Cert. Testing Agency) (S.I.O.) (S.I.O.) (S.I.O.) (5) Systems Start -Up Training $ (6) Tank and Piping Materials $ k. DIVISION 13 SPECIAL CONSTRUCTION (1) Pre-Eng Metal Canopy (Under Separate Contract) (S.I.O.) (2) Controller Enclosures Installation $ I. DIVISION 15 MECHANICAL m. DIVISION 16 ELECTRICAL (1) Primary Electrical & Communication Conduits $ (2) Electrical $ COSTCO GASOLINE Fuel Facility Expansion (3) All Other Electrical Fees Not Included $ (4) Utility Company Fees $ Electrical Fees $ MULVANNYG2 ARCHITECTURE Span Span (S.O.I.C.) 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00350 Page 4 FORM OF BID PROPOSAL Telephone Fees $ (5) Canopy Lights $ (6) Canopy Fascia Lighting $ (7) Install Video Intercom System n. OVERHEAD & PROFIT (1) General Conditions $ (2) Contractor's Overhead & Profit $ (3) Fair Wage Policy Included (4) Builder's Risk Insurance $ (5) Liability Insurance $ o. Total Fuel Facility Cost $ p. WA Sales Tax $ q• TOTAL Fuel Facility with Tax $ AMOUNT 6) CONSTRUCTION COST SUMMARY US ($) a. Total OFF -Site Cost $ b. Total ON -Site Cost $ c. Total Fuel Facility Cost $ d. Total Combined Base Bid $ e. Total Combined WA Sales Tax f. TOTAL PROJECT COSTS WITH ABOVE TAXES ALL VALUES IN US DOLLARS $ $ 3. ALTERNATES: The combined base bid does not.include alternate prices as listed below. The listed alternates are described in detail in Section 01230 "Alternates", and make provisions for certain additions, deletions, or substitutions. Alternate acceptance, if any, will be added to or deleted from the combined base bid. Owner reserves the right to accept or reject any or all alternates. General Contractor shall furnish Owner with alternate cost. A. ALTERNATE NO. 1: Provide 100% Performance and Payment Bond. (Add) (Deduct) ) ($ ) 4. UNIT PRICES A. The Unit Prices listed below are described in Section 01270 "Unit Prices" and include material, delivery, installation, insurance, applicable taxes, overhead, and profit. B. See Electronic Bid Form for List of Unit Prices. 5. OVERHEAD AND PROFIT A. Combined base bid and alternate bids listed above include Contractor overhead and profit. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00350 Page 5 FORM OF BID PROPOSAL 6. CHANGE ORDERS A. All extra work not included in the Contract, if requested, will be performed by the Contractor by material and labor costs plus overhead and profit. Changes in the contract amount will be made in conformance with Section 01250 "Contract Modifications." 1) Ten percent overhead and profit will be added or deleted accordingly by the sub- contractor completing the work; 5 percent overhead and profit will be added or deleted accordingly by the General Contractor for the sub -contractor's work. 2) Ten percent overhead and profit will be added or deleted by the General Contractor for work performed by the General Contractor. 3) In no case shall the total mark-up exceed 20 percent, for total change in cost due to a Change Order for work by the General Contractor, subcontractors, and sub - subcontractors. 4) Follow the written format and instructions of the Change Order Proposal Form provided by the Architect. 7. SALES TAX A. State of Washington sales tax is not included in the Base Bid. It will be added to each payment request as it is submitted. 8. WARRANTIES A. The Contractor shall provide and pay for any and all warranties as identified in the Contract Documents. 9. TIME OF COMPLETION A. The undersigned hereby agrees to complete the work in accordance with the Construction Schedule Requirements in the contract and as follows: 1) Commencement of Site Construction Date: April 7, 2014 2) Commencement of Construction Date: April 7, 2014 3) Substantial Completion Ready for Punch List Date: June 6.2014 4) Final Completion Date: June 16, 2014 10. LIQUIDATED DAMAGES A. The undersigned hereby agrees to pay the Owner liquidated damages for contracts: USD $0 to under $500,000.00 USD $500,000.00 to under $1,000,000.00 USD $1,000,000.00 and over USD $500.00 per day USD $2,500.00 per day USD $5,000.00 per day for each consecutive calendar day the work remains uncompleted after the date of Substantial Completion. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00350 Page 6 FORM OF BID PROPOSAL 11. CONTRACT BONDS A. If the undersigned is notified of the acceptance of this bid within 30 calendar days after the time set for opening of bids, he/she agrees to execute a contract for the above work, for a compensation computed from the above sums, in AIA Form of Agreement A-101, and to furnish performance and payment bonds if required by the Owner. 12. ADDENDA A. Receipt of addenda is hereby acknowledged as follows: Addenda Numbers Date 13. GENERAL CONTRACTOR SIGNATURE A. See Signature Sheet sample form attached. END OF FORM OF BID PROPOSAL MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 DOCUMENT 00350 Page 7 FORM OF BID PROPOSAL FORM OF BID PROPOSAL SIGNATURE SHEET ARCHITECT: MULVANNYG2 ARCHITECTURE 1110 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO GASOLINE FUEL FACILITY EXPANSION Warehouse No. 006 451 Costco Drive Tukwila, Washington 98188 MG2 # 93-0440-28 CONSTRUCTION COST SUMMARY Total Off -Site Cost: Total On -Site Cost: Total Building Cost: Total Combined Base Bid: Total Sales Tax: Total Project Costs with Sales Tax: TIME OF COMPLETION Commencement of Site Construction Date: April 7, 2014 Commencement of Construction Date: April 7, 2014 Substantial Completion Ready for Punch List Date: June 6.2014 Final Completion Date: June 16, 2014 GENERAL CONTRACTOR SIGNATURE Signature Date Printed Name and Title License Number Name of Company Telephone Number Street Address City, State, Zip Code MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00350 Page 8 FORM OF BID PROPOSAL (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00500 SUPPLEMENTARY CONDITIONS MODIFICATIONS TO AIA DOCUMENT A201 - 2007 EDITION SC-1. CONFLICTS: In case of conflict between the Technical Specifications, General Requirements, General Conditions, and Supplementary Conditions, the Technical Specifications shall govern. SC-2. MODIFICATIONS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS Par. 1.1.1 Change the last sentence to read: "Unless specifically enumerated in the Agreement, the Contract Documents DO include Bid Documents (Invitation to Bid, Instructions to Bidders, sample forms, Addenda, Contractors Bid Proposal, and Bid Proposal Breakdown), and other documents as specifically enumerated in the Owner/Contractor Agreement." ARTICLE 2 OWNER 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER Par. 2.2.3 Add to the end of the paragraph: "Owner shall furnish all soils / geotechnical reports describing the physical characteristics for the site of the project." ARTICLE 3 CONTRACTOR 3.4 LABOR AND MATERIALS Par. 3.4.1 Add to the end of the sentence: "...until cost responsibilities are transferred to the Owner as defined in Section 01500 "Temporary Construction Facilities." 3.7 PERMITS, FEES, NOTICES, AND COMPLIANCE WITH LAWS Par. 3.7.1 Change entire paragraph to read: "Owner will pay plan check and basic building permit fee costs. Contractor shall secure and pay for Mechanical HVAC, Piping and Plumbing, Electrical, Refrigeration, all other subcontractor and vendor permits and fees, as required by local jurisdictions, including: 1. Permits for signage, Occupancy and other work not listed but required for this project." 3.9 SUPERINTENDENT Par. 3.9.1 Add to the end of the paragraph: "Prior to commencing the work, the Contractor and the Superintendent shall set the standards and levels of responsibility for the Superintendent for the duration of the work. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00500 Page 2 SUPPLEMENTARY CONDITIONS ARTICLE 4 ARCHITECT 4.2 ADMINISTRATION OF THE CONTRACT Par. 4.2.8 Change the first sentence to read: "The Contractor will prepare Change Orders. The Architect will prepare Construction Change Directives, and may authorize minor changes in the Work as provided in Section 7.4." ARTICLE 9 PAYMENTS AND COMPLETION 9.3 APPLICATIONS FOR PAYMENT Par. 9.3.1 At the end of the last sentence, delete "and shall reflect retainage if provided for in the Contract Documents." and add the following: "and shall reflect ten percent (10%) retainage." Par. 9.3.2 Add the following to the end of the paragraph: "Suitably stored" means protected for security (theft and vandalism) and protected from the weather (sun, rain, snow, freezing temperatures, etc.). Par. 9.3.3 Add the following to the end of the paragraph: "Free and clear of liens, claims, security interests or encumbrances" means that the Contractor has paid all parties for work previously completed and reimbursements have been made to the Contractor by the Owner. Should a lien, claim, etc., be placed on the work, the Contractor is responsible for its removal, and the Owner will be held harmless in the process. See Section 01290 "Payment Procedures" for Lien Waiver and Affidavit requirements." 9.8 SUBSTANTIAL COMPLETION Par. 9.8.1 Change entire paragraph to read: "The date of Substantial Completion of the Work is the date certified by the Architect that construction is 100% complete (with only final corrections remaining to be completed) in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use." ARTICLE 11 INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE Par. 11.1.1 Revise the paragraph to read: "The Contractor shall purchase...as will protect the Contractor, Owner, and Architect of Record from claims..." .4 Add the following to the end of the sentence: "which are sustained (1) by any person as a result of an offense directly or indirectly related to the employment of such person by the Contractor, or (2) by any other person;" The policies of insurance purchased and maintained by the Contractor shall include, but are not limited to, the following coverages: .1 General Liability: Comprehensive form including premises operations, explosion and collapse hazard, underground hazard, products/complete operations hazard, contractual insurance, broad form property damage, independent contractors and personal injury, and the stop -gap endorsement. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00500 Page 3 SUPPLEMENTARY CONDITIONS .2 Automobile Liability: Comprehensive Form, Auto policy must be written on an Occurrence Based form, including owned, hired, and non -owned vehicles. .3 Excess Liability: Umbrella form shall apply to General Liability and Auto Liability. Policy shall be written as "follow form". .4 Workers' Compensation and Employers' Liability Par. 11.1.2 Change the first sentence to read: "The insurance required by Subparagraph 11.1.1 shall include contractual liability insurance applicable to the Contractor's obligations under Paragraph 3.18, and shall be written for limits required by laws governing in localities having jurisdiction, but no less than the limits set forth below:" General Liability Bodily Injury Property Damage PER OCCURRENCE AGGREGATE $1,000,000 $1,000,000 $1,000,000 $2,000,000 $2,000,000 $5,000,000 $5,000,000 $1,000,000 (bodily injury, by disease, each employee) Par. 11.1.3 Change the first two sentences to read: "Certificates of insurance acceptable to the Owner shall be filed with the Owner and Architect prior to commencement of the work and thereafter upon renewal or replacement of each required policy of insurance. The original policies may be substituted for the certificates. These certificates and the insurance policies required by this Section 11.1 shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until the Work has been completed or at least 30 days' prior written notice has been given to the Owner." COSTCO GASOLINE Fuel Facility Expansion Auto Liability Umbrella Policy Workers Compensation Employers Liability Statutory $1,000,000 (each accident) All policies shall include waiver of insurer's rights to subrogate against Costco Wholesale. General liability, Umbrella and Pollution policies shall be maintained for 5 years upon contract completion. Terms and Conditions: All policies (including property) shall be placed with insurance carriers rated by AM Best at A- VIII or better. All policies shall be written on an "Occurrence Based" form. If unavailable, "Claims Made" form will be acceptable under the following terms. All claims made policies are to be maintained in effect by Company at all times while the agreement is in effect, claims made policies shall have a retroactive date of 5 years prior to entering into Costco's contract. Extended Reporting period coverage shall be provided to Costco for a period of at least 5 years upon contract completion. Risk Management should review claims made policy requests. Insurance policies maintained by Contractor and its Sub -Contractors shall be primary. Policies maintained by Owner shall be excess and noncontributory to policies maintained by Contractor /Sub -contractors. Insurance requirements shall not be deemed to release or diminish the liability of contracted party including, without limitation, liability under the indemnity provision of this agreement. Damage MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00500 Page 4 SUPPLEMENTARY CONDITIONS recoverable by Costco shall not be limited by the amount or scope of the required insurance coverages. Par. 11.1.4 Add the word "primary" in the paragraph: "...(1) the Owner, the Architect, and the Architect's Consultants as primary additional insureds...and (2) the Owner, the Architect, and the Architect's Consultant as a primary additional insured for claims..." Par. 11.1.5 Add new paragraph: "The Owner and the Architect are named as primary additional insureds on all insurance required by Subparagraph 11.1.1 and will be protected against all claims, which may arise from operations under the Contract. 11.3 PROPERTY INSURANCE Par. 11.3.1 Par. 11.3.2 Change the first sentence to read: "Unless otherwise provided, the Contractor shall purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance written on a builder's risk "all-risk", on ALS 72 Form, for the entire Work at the site for the full value of the Work required by the Contract Documents and not less than the final completed value of the Project. This insurance shall also include "Difference in Conditions" (D.I.C.) in the insured property. In the last sentence after "...Sub -subcontractors" add "and any loss payees". Par. 11.3.1.1 After "Property insurance shall be on an "all-risk"..." delete "or equivalent policy form" and add "policy, on ALS 72 Form,". Par. 11.3.1.2 Delete entire paragraph. Par. 11.3.1.3 After "If the property insurance requires deductibles, the..." delete "Owner" and replace with "Contractor". Par. 11.3.1.5 Delete entire paragraph. BOILER AND MACHINERY INSURANCE Change paragraph to read: "The Contractor shall purchase and maintain boiler and machinery insurance required by the Contract Documents or by law, as necessary to provide full replacement cost coverage and liability coverage for bodily injury or property damage with limits of $1,000,000.00, and/or as may be required by any governing law, which shall specifically cover such insured objects during installation and until final acceptance by the Owner, this insurance shall include interests of the Owner, Contractor, Subcontractors, Sub -subcontractors, and any loss payees in the Work, and the Owner, Architect of Record, Architect's Consultants and Contractor shall be named insureds." Par. 11.3.3 LOSS OF USE INSURANCE Delete the entire paragraph. Par. 11.3.4 Change the paragraph to read: If the Owner requests in writing that insurance for risks other than those described in Subparagraphs 11.3.1 and 11.3.2 or other special hazards be included in the property insurance policy, the Contractor shall include such insurance. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 DOCUMENT 00500 Page 5 SUPPLEMENTARY CONDITIONS Par. 11.3.6 Par. 11.3.7 Par. 11.3.8 Change the first sentence to read: "Before an exposure to loss may occur, the Contractor shall file a copy of all policies or certificate of insurance with the Owner. The work, as included in the Contract Documents, will not commence until the insurance certificates or policies have been delivered to the Owner." WAIVERS OF SUBROGATION Add the following to the beginning of the paragraph: "The Contractor shall indemnify, hold harmless, and defend (1) the Owner, its officers, agents and employees and (2) Architect of Record and Architect's Consultants from liability of any nature or kind, including costs and expenses, for or on account of any and all legal actions or claims of any character whatsoever resulting from injuries or damages sustained by any person or property." Change the first sentence to read: "Any loss insured under Subparagraph 11.3.1 is to be adjusted with the Owner as fiduciary for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause and of Subparagraph 11.3.10." Par. 11.3.9 Add to the end of the last sentence: "and shall be covered by an appropriate Change Order." Par. 11.3.10 Delete the last sentence "If the Owner and Contractor...in accordance with the directions of the arbitrators." ARTICLE 12 UNCOVERING AND CORRECTION OF WORK 12.2 CORRECTION OF WORK 12.2.2 AFTER SUBSTANTIAL COMPLETION Par. 12.2.2.1: In the first sentence, change "one year" into "two years". In the third sentence, change "one year" into "two years". Par. 12.2.2.2: In the first sentence, change 'one-year" into "two-year". Par. 12.2.2.3: In the first sentence, change "one-year" into "two-year". Par. 12.2.2 5: In the second sentence, change "one-year" into "two-year". ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT 14.2 TERMINATION BY THE OWNER FOR CAUSE Par. 14.2.1: Add a new subparagraph to the end of the paragraph: .5 "fails to meet the time schedules set forth in this Agreement." Par. 14.2.2 At the end of the paragraph, delete the words "subject to any prior rights of the surety". Par. 14.2.3 After the word "payment" add the words "of any amount due Contractor for completed Work..." MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00500 Page 6 SUPPLEMENTARY CONDITIONS Par. 14.2.4: In the first sentence after the word "damages" add the words "including consequential damages." Add to the end of the second sentence the words "plus interest". 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE Par. 14.4.3: At the end of the sentence after the word "Work" delete the word "not." END OF SUPPLEMENTARY CONDITIONS MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00800 SPECIAL CONDITIONS ARCHITECT: MULVANNYG2 ARCHITECTURE 1110 112th Avenue NE, Suite 500 Bellevue, Washington 98004 PROJECT: COSTCO GASOLINE FUEL FACILITY EXPANSION Warehouse No. 006 451 Costco Drive Tukwila, Washington 98188 MG2 # 93-0440-28 SPECIAL CONDITIONS 1. WORDING OF THESE SPECIFICATIONS A. These Specifications are written in the abbreviated or "streamlined" form, and frequently include incomplete sentences. Words such as "shall", "shall be", "the Contractor shall", and similar mandatory phrases shall be supplied by inference as they are in a note of the Drawings. The Contractor shall provide all items listed and perform all operations as called for, all in accordance with the General Conditions as modified herein. 2. DEFINITIONS A. The word "approved", as used herein, means "approved by the Architect". "For approval" means "for the Architect's approval". "Selected" means "selected by the Architect". "As directed" means "as directed by the Architect". "Provide" means "furnish and install". Where the words "or approved" are used, the Architect is the sole judge of the quality and suitability of the proposed substitution. B. The word "certify", as used by the Architect, means "to state or declare a professional opinion of conditions whose true properties cannot be known at the time such certification was made, despite appropriate professional evaluation." A design professional's certification of conditions in no way relieves any other party from meeting requirements imposed by the contract or other means, including commonly accepted industry practices. 3. NUMBER OF SPECIFIED ITEMS REQUIRED A. Wherever in these Specifications an article, device or a piece of equipment is referred to in the singular number, such reference shall include as many such items as are indicated on the Drawings or required to complete the installation. 4. LINES AND LEVELS A. Before starting work, locate all general reference points. Take such steps as are necessary to prevent their dislocation or destruction. If disturbed or destroyed, replace as directed. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00800 Page 2 SPECIAL CONDITIONS Employ a licensed surveyor to lay out and stake the building and be responsible for its accuracy. 5. PRIOR USE OR OCCUPANCY A. The Owner has the right to use or occupy the building or any part thereof, or to use equipment installed under the Contract prior to final acceptance. 6. CONTRACTOR/SUBCONTRACTOR A. These Specifications are divided into sections for convenience only. The Architect is not obliged to define the limits of any subcontract, and will not enter into disputes between subcontractors or between the Contractor and his employees, INCLUDING SUBCONTRACTORS. 7. BUILDING CODES A. All construction shall be in accordance with the codes and ordinances adopted by the locality in which the work is being completed. 8. FEDERAL AND STATE REGULATIONS A. All work on this project will be done in accordance with the applicable regulations of the federal register Occupational Safety and Health Administration (commonly known as OSHA). Compliance with these regulations shall be the responsibility of the General Contractor and his subcontractors. 9. FAIR WAGES POLICY A. The General Contractor, each subcontractor and all subcontractors of every tier (hereinafter referred to as "Contractor and all subcontractors") shall pay "Fair Wages" to each of its employees. Contractor and all subcontractors shall use their best commercially reasonable efforts to ensure that each employee receives Fair Wages, as defined below, and shall incorporate this Fair Wages Policy into each contract of the Contractor and all subcontractors. 1) "Fair Wages" shall mean not Tess than 90% of the general prevailing hourly wage rate, excluding (i) the hourly fringe benefits amount and (ii) the holiday and vacation pay. The amount so calculated will be referred to as the "Costco Wholesale Hourly Wage Rate". In calculating the Costco Wholesale Hourly Wage Rate, the Contractor and all subcontractors shall rely on the most current Davis -Bacon Act prevailing wage determinations for each craft, classifications or type of workman needed as amended for the applicable job locality. 2) The Contractor and all subcontractors shall also pay hourly "Fringe Benefits" to all employees in addition to the Costco Wholesale Hourly Wage Rate. Fringe Benefits must include a health and medical care family plan, holiday and vacation pay, profit sharing and pension. The adequacy of the Fringe Benefits paid shall be determined in the sole discretion of Costco Wholesale and will be compared with other plans for the locality and the hourly fringe benefits amount under the current Davis -Bacon Act for each craft, classification or type of workman needed, as amended for the applicable job locality. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00800 Page 3 SPECIAL CONDITIONS B. The Contractor and all subcontractors shall, upon written request of Costco Wholesale, provide Costco Wholesale with a certified payroll for the work performed, showing the wages and Fringe Benefits paid for the work done by the Contractor and all subcontractors. C. The Contractor and all subcontractors shall, upon written request of Costco Wholesale, provide Costco Wholesale with certified descriptions of all Fringe Benefits available to its employees. 10. SAFETY POLICY A. The Contractor and all subcontractors shall have an industrial experience rating for similar construction projects that equals or is better than the average experience rating for the state in which the project is located. Any questions regarding determination of the industrial experience rating shall be determined at the sole discretion of Costco Wholesale. B. Contractor shall install, handle and/or apply all materials in accordance with all current applicable Federal OSHA Regulations and Codes and all applicable Washington State Regulations and Codes. Further, the Contractor agrees to indemnify the Owner against any and all liabilities of the foregoing. 1) The Contractor shall provide all necessary safety devices, signs, etc., as required. 2) Owner retains the right to immediately terminate Contractor operations and/or cancel this Agreement, under conditions where the Contractor is not in compliance with Owner safety rules or the above legal regulations or codes. 11. FAIR WAGES AND SAFETY COMPLIANCE A. The Contractor acknowledges and agrees that the purpose of wage and fringe benefits information is to allow Costco Wholesale to verify the Contractor's compliance with the Fair Wages and Safety Policies described above. In the event that Costco Wholesale determines that the Contractor or any of its subcontractors of every tier is not in compliance with the Fair Wages and Safety Policies stated herein, Costco Wholesale shall have the right to terminate the contractor and/or any subcontract of any tier, if, after notice, the Contractor or subcontractor does not comply promptly, to the full satisfaction of Costco Wholesale. B. If you have any questions regarding the fair wages policy described above, please call the Project Manager at the Architect's office at (425) 463-2000. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 DOCUMENT 00800 Page 4 SPECIAL CONDITIONS 12. FAIR WAGES SIGN A. Contractor shall display the Fair Wage Job sign indicated below in a location where sign can be visible to all employees. 1. Sign has white overall background. Lettering is black. t O CV 2'-6" This is a Fair Wage Job. If you have any questions regarding your wage, please contact: General Contractor Site Superintendent Project Manager CaII: ( )_ N_ N 1 1/2" Arial Bold NJ 1 1/4" Arial END OF SPECIAL CONDITIONS MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive Fuel Facility Expansion Tukwila, Washington 98188 ISSUED FOR MG2 # 93-0440-28 PERMIT / BID Printed on 02/04/2014 COSTCO WHOLESALE ANTI -BRIBERY POLICY AND GUIDANCE STATEMENT Background: Costco Wholesale Corporation is subject to the requirements of the United States Foreign Corrupt Practices Act ("FCPA"), the UK Bribery Act 2010 ("Bribery Act"), and other anti -bribery laws at the location(s) of the position or transaction(s) which are the reason for signatory's execution of the applicable Appendix attached hereto (collectively, the "Laws"). The Laws generally prohibit commercial bribery in private and public contexts, including payments by companies and their representatives to foreign (i.e., non-U.S.) government and quasi -government officials to secure business. Violations of the Laws, even if unintentional, can result in severe penalties, including fines, for Costco and fines and imprisonment for individuals who violate the laws, and would damage Costco's reputation and ability to conduct business. Policy and Responsibility: Costco policy prohibits any kind of bribery involving its employees, suppliers, contractors, and others with whom it works. It is also Costco's policy to comply fully with the requirements of the Laws. Each officer, manager and employee of Costco has responsibility for compliance with the Laws within his or her area of authority, and must report any suspected violations immediately to the Country Manager and the Legal Department. Costco also requires certain business partners, including those who will be acting on behalf of Costco in dealing with governments and their agents, to certify their compliance with the Laws. Therefore, it is the responsibility of each employee and business partner to understand what may constitute a violation of Costco anti -bribery policy as well as the Laws, and to proactively seek assistance should he or she see a possible violation of the Laws. General Guidance: It is imperative that all employees that deal with governments or their agents read and understand this policy, ask questions if any aspect of the policy is unclear, and confirm receipt of this policy by signing the Costco Wholesale Anti -Bribery Policy and Guidance Statement Acknowledgement -Employee (APPENDIX A). It is also imperative that Costco business partners acting on behalf of Costco certify their understanding of and agreement with this policy in general and the Laws specifically by signing the Costco Wholesale Anti - Bribery Policy and Guidance Statement Acknowledgement -Third Party (APPENDIX B). Prohibited Payments: Costco policy and the Laws prohibit Costco and its representatives from engaging in bribery involving public or private persons or entity, including (without limitation) making an offer, payment, promise to pay or other transfer of Company assets to a foreign public official, foreign political party, candidate for foreign political office, or any private person or entity with reason to know the purpose of such payment is to: 1. Influence any act or decision of a foreign public official or private person in his or her official capacity, including a decision to fail to perform his or her official function; or 2. Induce a foreign public official or private person to use his or her influence with a foreign government in order to assist the Company in obtaining or retaining business or directing business to any person. Record Keeping/Accounting Requirements: The Laws require Costco to maintain books and records that in reasonable detail accurately and fairly reflect all Company transactions. Accordingly, all transactions should: COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID MG2 # 93-0440-28 Printed on 02/04/2014 COSTCO WHOLESALE Page 2 ANTI -BRIBERY POLICY AND GUIDANCE STATEMENT 1. Be executed in accordance with management's authorization; 2. Be recorded in a manner which permits the preparation of financial statements in accordance with applicable standards (notably Generally Accepted Accounting Principles); 3. Maintain accountability of assets; and 4. Be recorded in accounts that are reconciled to underlying detail at reasonable intervals. These statements are consistent with existing Costco accounting policy concerning payment processes. Potential "Red Flags": Employees and representatives of Costco are encouraged to be aware of "Red Flags" which might represent a questionable transaction. Such Red Flags might include: 1. Unusual payments or financial arrangements, such as: a. Payments to a numbered anonymous bank account; b. Payments to accounts in countries other than where an agent is located or business is to be performed; c. Cash payments; d. Inflated or vague invoices; or e. Unusually high commissions. 2. History of corruption in country. 3. Reputation of agent or consultant. 4. Refusal by a joint venture partner, representative or supplier to provide certification that it will not take any action that would violate the Laws. 5. Relationship between the agent/consultant and the foreign government. 6. Lack of transparency in expenses in accounting records. 7. Apparent lack of qualifications or resources on the part of the joint venture partner, representative or supplier to perform the services offered. 8. Recommendations of a joint venture partner, representative or supplier that come from an official of a potential govemment customer. Where To Get Help with Questions or Concerns: Costco has an "Open Door" policy, formalized in the Employee Handbook, strongly encouraged through our management structure, and reinforced under the Costco's "Code of Ethics" mandate that first and foremost we "obey the law." We encourage legitimate questions related to any transaction — this shows interest in the well-being of the Company. If you have any questions or concerns regarding a particular transaction, would like to report any questionable activities, or need clarification in any way regarding this policy, go to Costco's ethics hotline at http://www.costco.ethicspoint.com or contact John Sullivan, Associate General Counsel at 1 (425) 427-7577, or by email at jsullivan@costco.com. END OF DOCUMENT MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 COSTCO WHOLESALE Page 3 ANTI -BRIBERY POLICY AND GUIDANCE STATEMENT APPENDIX A COSTCO WHOLESALE ANTI -BRIBERY POLICY AND GUIDANCE STATEMENT ACKNOWLEDGEMENT EMPLOYEE CERTIFICATION Name: Title: Department: Location: Supervisor: I have received and read the Costco Wholesale Anti -Bribery Policy and Guidance Statement (the "Anti - Bribery Policy"). I am familiar with the Anti -Bribery Policy and the related procedures contained therein. I understand the provisions of the Laws and the consequences of their violation. I understand and I agree to abide by the Anti -Bribery Policy. I know where a copy of the Anti -Bribery Policy is located and to whom I should refer questions should issues or questions arise. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 COSTCO WHOLESALE Page 4 ANTI -BRIBERY POLICY AND GUIDANCE STATEMENT (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 COSTCO WHOLESALE Page 5 ANTI -BRIBERY POLICY AND GUIDANCE STATEMENT APPENDIX B COSTCO WHOLESALE ANTI -BRIBERY POLICY AND GUIDANCE STATEMENT ACKNOWLEDGEMENT COSTCO REPRESENTATIVE / THIRD PARTY CERTIFICATION This certification confirms that ("Certifying Company") will comply with Costco anti -bribery policy and the Laws. On behalf of Certifying Company, the undersigned hereby represents and warrants that Certifying Company is familiar with Costco anti -bribery policy and the requirements of the Laws and will conduct all actions on behalf of Costco in accordance with them. The undersigned further represents and warrants that no money paid to Certifying Company as compensation or otherwise has been or will be used to pay any bribe or kickback in violation of Costco policy or U.S. or foreign law. Certifying Company agrees to provide prompt certification of its continuing compliance whenever requested by Costco. All agents or employees of Certifying Company who will be involved in representing Costco must be identified in writing to Costco and approved before they perform any actions on Costco's behalf. A written accounting must be kept of all payments made by Certifying Company or its agents or employees on behalf of Costco, or out of funds provided by Costco. A copy of this accounting must be provided to Costco upon request. In no event shall any payment be made by Certifying Company or its agents or employees to any undisclosed third party on behalf of Costco. Unless otherwise agreed to in writing by Costco it is understood and agreed that Certifying Company is an independent contractor without authority to bind Costco in any way. Certifying Company's agreement or other relationship with Costco can be terminated immediately upon failure to comply with this certification. Certifying Company will promptly report to Costco potential violations of the policies described herein. Costco has made available an ethics hotline at http://www.costco.ethicspoint.com for asking questions about permissible activity or for reporting ethical violations involving Costco or its business relationships. The undersigned hereby certifies that he/she has authority to enter into and bind Certifying Company to all the terms and conditions of this certification. By: Signature Printed Name: On behalf of: Certifying Company MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID MG2 # 93-0440-28 Printed on 02/04/2014 COSTCO WHOLESALE Page 6 ANTI -BRIBERY POLICY AND GUIDANCE STATEMENT (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01100 SUMMARY OF WORK PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 GENERAL SCOPE OF WORK A. This project is to expand the existing fuel facility to include new fuel dispensers, extension of the existing canopy system and concrete islands, and site modifications and improvements as indicated. Work may include pumps, monitoring system, multi- product dispensers, dispenser sumps, and automatic fuel control system; all as specified and indicated on the Drawings. 1.3 CONTRACTS A. The work will be performed under a single prime contract, AIA Document A101, Standard Form of Agreement between Owner and Contractor, 2007 Edition. 1.4 WORKMANSHIP A. All work shall be performed by a skilled craftsman of the trade in a quality manner, conform to the applicable building codes and local regulations. 1.5 USE OF PREMISES A. Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Only Owner's right to perform work or to retain other contractors on portions of Project limits contractor's use of premises. 1.6 MATERIALS A. All materials used in the construction shall be new and designed for the work described herein. B. Contractor is to furnish all materials and equipment to complete the project, except that which is designated as supplied by the Owner. 1.7 OWNER -FURNISHED PRODUCTS A. Owner will furnish products indicated in the drawings and specifications as "S.I.O.", (Supplied and Installed by Owner), and "S.O.I.C.', (Supplied by Owner and Installed by Contractor). 1. Drawings list Vendor -Supplied products and equipment, indicated as "S.I.V.", "S.O.I.V.", and similar notations. The term "Vendor" has the same meaning as "Owner" wherever it is used. 2. Where equipment or products are indicated on the drawings as "N.I.C." (Not in Contract), the term has the same meaning as "S.I.O.", (Supplied and Installed by Owner). MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01100 Page 2 SUMMARY OF WORK 3. Electronic files will be furnished to the Contractor with details and descriptions of Owner -Supplied equipment. The files will be prepared by the Architect and will have specific lists of equipment used in the project. a. The Contractor will be responsible for printing the Equipment Lists, then distributing copies to subcontractors and suppliers. b. Access to the Owner's web -based equipment lists is limited to authorized individuals who have been specifically approved by the Owner. B. Provide support systems to receive Owner's equipment, and provide plumbing, mechanical, and electrical connections. 1. Owner will arrange and pay for delivery of Owner -furnished items according to Contractor's Construction Schedule. 2. If Owner-fumished items arrive on the site damaged, defective, or missing, Owner will arrange for replacement. 3. Owner will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Contractor. 4. Contractor shall designate delivery dates of Pre -Engineered Canopy System and anchor bolts described in Division 13, using the "Pre -Engineered Canopy Delivery Request" Form at the end of this Section. 5. Contractor shall designate delivery dates of Owner -furnished items by using the "Costco-Fumished Equipment Delivery Schedule Request" at the end of this Section. 6. Contractor is responsible for receiving, unloading, and handling Owner -furnished items at Project site. 7. Contractor is responsible for protecting Owner-fumished items from damage during storage and handling, including damage from exposure to the elements. 8. If Owner-fumished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them. C. Items Supplied and Installed By Owner (S.I.O.) in This Contract: 1. Pre -Engineered Canopy (See Section 13122) 1.8 RECEIPT AND STORAGE OF MATERIALS AND WORK EQUIPMENT A. Contractor shall be present on -site for receipt of Owner provided equipment on the date agreed at the Pre -Construction Meeting. Failure to be present on equipment delivery dates shall not relieve Contractor of any responsibilities for storage, care, and security of materials and equipment to be installed. B. Contractor shall inspect, inventory, and acknowledge receipt of equipment / materials within three days of arrival. Contractor to provide confirmation via fax or email of Owner -supplied materials / equipment list. Failure to do so does not relieve Contractor of responsibility of damaged or missing items. 1. Notify Architect of Owner-fumished items arrive on the site damaged, defective, or missing. C. Materials and equipment shall be stored only in areas designated by the Owner. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington .98188 PERMIT/BID Printed on 02/04/2014 SECTION 01100 Page 3 SUMMARY OF WORK D. Contractor shall be responsible for maintaining the storage area in a neat and orderly manner at all times. E. Combustible materials shall be handled and stored in compliance with Owner, State and Federal safety codes and regulations. END OF SECTION 01100 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01100 Page 4 SUMMARY OF WORK (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 Pre -Engineered Canopy Delivery Schedule Request TO: Span Engineering and Construction Email: CostcoGas(a)SDanConstruction.com Fax: (559) 673-0600 FROM: GC Name DATE: PROJECT: Costco Gas Station Location Name Please complete this form and then email and fax to Span Engineering and Construction within two (2) days after your pre -construction meeting in order to maintain schedule.) JOBSITE ADDRESS: Jobsite Superintendent: Superintendent Phone No.: Date Canopy Column Anchor Bolts Required: Date Scheduled for Canopy Installation: Contractor Signature: (Required for Processing) Please note that a four (4) week lead time is required on canopy components. Any changes made to this schedule must be requested at least seven (7) days prior to shipping date. Contractor is responsible for equipment once it arrives on site. COSTCO-FURNISHED EQUIPMENT DELIVERY SCHEDULE REQUEST TO: Ron Van Zuylen Costco - Purchasing Email: rvanzuylen@costco.com Email: mmorrison@costco.com Fax: (425) 313-6030 Costco PM - Construction Manager MulvannyG2 - Project Manager Fax: (425) 463-2002 FROM: insert GC name here DATE: RE: Costco Fuel Facility [insert location name here] [Please complete this form and then email and fax to Costco Purchasing and MulvannyG2 Project Manager within two days after your pre -construction meeting in order to maintain schedule.] JOBSITE ADDRESS: Jobsite Superintendent: Superintendent Phone No.: Actual Delivery Date / Time Expected Date Owner -Supplied Equipment Trailer Required: Date Underground Storage Tanks (UST) Required: Date Underground Additive Storage Tank (UST) Required: Date Controller Enclosure Required: Date Arid Permeator / or / Healy CAS Required: Date Gilbarco Dispensers Required: Date Owner -Supplied Costco Sign Package Required: Contractor Signature: (First Day of Construction) (Fourth Day of Construction) (Fourth Day of Construction) (Second Week of Construction) (Fourth Week of Construction) (Fourth Week of Construction) (Required for Processing) Please note that a 2-week lead time is required on all equipment. Any changes made to this schedule must be requested at least 7 days prior to shipping date. Contractor is responsible for equipment upon arrival on site. SECTION 01230 ALTERNATES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for alternates. 1.3 DEFINITIONS A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of altemate. B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other work of the Contract. D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each altemate. PART 2 PRODUCTS (Not Used) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01230 Page 2 ALTERNATES PART 3 EXECUTION 3.1 SCHEDULE OF ALTERNATES A. ALTERNATE NO. 1: 100% Performance and Payment Bond. COSTCO GASOLINE Fuel Facility Expansion 1. If this alternate bid is awarded, then the work includes providing Performance and Payment Bond as described in Document 00100 "Instructions to Bidders". 2. If this alternate bid is not awarded, then the base bid does not include Performance and Payment Bond. END OF SECTION 01230 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01250 CONTRACT MODIFICATIONS PART1 GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing contract modifications. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Submittal Procedures Section 01330 2. Payment Procedures Section 01290 1.2 CHANGE ORDER PROPOSAL REQUESTS A. The Architect will issue a detailed description of proposed changes in the work that will require adjustment to the Contract Sum or Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1. Proposal requests issued by the Architect are for information only. Do not consider them as an instruction either to stop work in progress or to execute the proposed change. 2. Upon receipt of a proposal request, and within the time period stipulated by the Architect, submit a Change Order Proposal that presents an estimate of cost necessary to execute the change to the Architect for the Owner's review. a. Architect's review of the modifications will require a list of quantities of products needed with itemized labor and material costs associated with the Change Order Proposal. Present survey data to the Architect to substantiate quantities using formats similar to the forms at the end of this section. b. Percentage of markups by General Contractor, Subcontractors, and Sub - subcontractors shall be as indicated in Division 1 Section "Form of Bid Proposal". c. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Id. Include a statement indicating the effect the proposed change in the work will have on the contract time. e. Allow ten (10) days for the Architect and the Owner to review a fully documented Change Order Proposal and decide on a course of action. 3. Submit all Change Order Proposals for approval and execution not later than 20 days following Substantial Completion. 4. Work associated with a proposed change, which has been executed by the General Contractor, prior to the receipt of a Change Order Proposal signed by the Architect, or Mr. Franz Lazarus of Costco Wholesale, is the financial responsibility of the General Contractor. B. A Change Order Proposal for the changes between bid set and construction set shall be submitted three (3) weeks from issuance of construction set. Failure to do so will imply that there is no cost adjustment to the contract between bid and construction sets. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01250 Page 2 CONTRACT MODIFICATIONS C. Proposal Request Form: Use Change Order Proposal Requests Form included in this Section. 1.3 ALLOWANCES A. Allowance Adjustment: For allowance -cost adjustment, base each Change Order Proposal on the difference between the actual purchase amount and the allowance, multiplied by the final measurement of work -in -place. Where applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs in the purchase amount only where indicated as part of the allowance. 2. When requested, prepare explanations and documentation to substantiate the margins claimed. 1.4 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: When the Owner and the Contractor disagree on the terms of a Proposal Request, the Architect may issue a Construction Change Directive on AIA. Form G714. The Construction Change Directive instructs the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. The Construction Change Directive contains a complete description of the change in the work. It also designates the method to be followed to determine change in the contract sum or contract time. B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. 1. After completion of the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. 1.5 CHANGE ORDER PROCEDURES A. Upon the Owner's approval, the Contractor shall prepare a Change Order including cost adjustments in approved Change Order Proposals, and following the format of AIA Form G701-2001, then submit three copies with original signatures to the Architect for execution and approval by the Owner. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 DOCUMENTATION A. Submit proposals and cost documentation in formats shown on the following pages. Forms are available from the Architect in Microsoft Excel format. END OF SECTION 01250 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01250 Page 3 CONTRACT MODIFICATIONS COSTCO WHOLESALE CHANGE ORDER PROPOSAL # PROJECT: MG2#: LOCATION: DATE: CONTRACTOR: REQUESTED BY: SUBJECT: EXPLANATION: PROPOSED ADJUSTMENTS TOTAL G.C. LABOR COSTS $ TOTAL G.C. MATERIAL COSTS $ TOTAL SUBCONTRACTOR COSTS $ OVERHEAD & PROFIT: G.C. Labor markup @ 10.00% $ G.C. Material markup @ 10.00% $ G.C. Markup of Subcontractors @ 5% $ TOTAL OVERHEAD & PROFIT $ SUBTOTAL ITEMS ABOVE $ BONDS & INSURANCE: $ Gen. Liability Insurance @ ?% Payment & Performance Bonds @ 0% $ TOTAL BONDS & INSURANCE $ TOTAL $ The Contract Time is proposed to be adjusted by increase/decrease of days. APPROVALS When signed by all parties, this document becomes effective immediately and the contractor is directed to proceed with the changes. Contractor Architect Owner By. BY Date: Date: _BY Date: MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01250 Page 4 CONTRACT MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01250 Page 5 CONTRACT MODIFICATIONS QUANTITY RECAP SHEET DESCRIPTION OF WORK ITEMIZED COST ESTIMATE OF REVISIONS General Contractor's Work SUBS & MAJOR PO'S QTY UNIT U/P LABOR U/P MAT'L $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ TOTAL COSTS THIS SHEET ONLY $ $ $ MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01250 Page 6 CONTRACT MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 01250 Page 7 CONTRACT MODIFICATIONS QUANTITY RECAP SHEET DESCRIPTION OF WORK Sub -Contractor's Work TOTAL COST QTY LABOR MAT'L EQUIP. $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ TOTAL COSTS THIS SHEET ONLY $ $ $ COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01250 Page 8 CONTRACT MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01270 UNIT PRICES PART1 GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for unit prices. 1.2 DEFINITIONS A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased. 1.3 PROCEDURES A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. B. Measurement and Payment: Methods of measurement and payment for unit prices are described below. C. Owner reserves the right to reject Contractor's measurement of work -in -place that in- volves use of established unit prices and to have this work measured, at Owner's ex- pense, by an independent surveyor acceptable to Contractor. D. List of Unit Prices: A list of unit prices is included at the end of this Section. Specifica- tion Sections referenced in the schedule contain requirements for materials described under each unit price. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 LIST OF UNIT PRICES A. See Electronic Bid Form. COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 01270 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01270 Page 2 UNIT PRICES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01290 PAYMENT PROCEDURES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 1.3 APPLICATIONS FOR PAYMENT GENERAL REQUIREMENTS A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. B. Payment Application Times: The period of construction Work covered by each Application for Payment is the period indicated in the Agreement. 1. Submit a draft copy of Application for Payment 3 to 5 days prior to due date for review by Architect. C. Payment Application Forms: Use original 1992 Editions of Forms AIA Document G702 "Application and Certificate for Payment", and AIA Document G703 "Continuation Sheets" for each copy in an application for payment. D. Application Preparation: Complete every entry on the Payment Application Forms, including complete name and street address of the Architect and General Contractor, notarization and execution by a person authorized to sign legal documents on behalf of the Contractor. Use blue (or similar) ink in signing to distinguish original signatures from copies. The Architect will return incomplete or improperly completed applications without action. 1. Match entries and cost amounts on the Payment Application Forms with entries and costs on the General Contractor's Bid Breakdown. 2. Include only amounts of fully executed Change Orders issued prior to the last day of the construction period covered by the application. 3. Provide updated construction schedules when revisions are made. 4. Prepare and submit three completed, original application forms for each payment request, each with original signatures and notary seals. F. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 1.4 FIRST APPLICATION FOR PAYMENT A. Prior to any First Application for Payment, provide the Schedule of Submittals and Submittal Review Information as described in Division 1 Section "Submittal Procedures". MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01290 Page 2 PAYMENT PROCEDURES B. Submit the following with the First Application for Payment: 1. Schedule of Values. 2. List of subcontractors / material suppliers receiving joint checks. a. Include completed W-9 Form "Request for Taxpayer Identification Number and Certification" from each subcontractor / material supplier receiving joint check. 3. Conditional Lien Waivers. 4. Contractor's Construction Schedule (CPM), when there are changes made to the Schedule submitted with the Contract. 5. Certificates of insurance and insurance policies. 6. Performance and payment bonds, if required. 7. Invoice from Supplier for Tank and Piping Materials. C. Failure to provide any of the submittal requirements noted above will be cause to reject the Application for Payment. 1.5 EVERY APPLICATION FOR PAYMENT A. Submit, but not limited to, the following: 1. Schedule of Values. 2. List of all subcontractors and material suppliers receiving joint checks for current pay period. 3. Conditional Lien Waivers. 1.6 FINAL APPLICATION FOR PAYMENT A. Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Complete Closeout Procedures and Submittal Closeout Documents. 2. Submit Insurance certificates for products and completed operations. 3. Furnish evidence that outstanding claims have been settled, and taxes, fees, and similar obligations have been paid. 4. Submit the following: a. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims", together with AIA Document G706A, "Contractor's Affidavit of Release of Liens". b. AIA Document G707, "Consent of Surety to Final Payment" (if applicable). 5. The first page of the "Punch List Report" must be signed by both the Costco Warehouse Manager and General Contractor. Sign and print names legibly. Submit the entire signed -off punch list to the Architect. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01290 Page 3 PAYMENT PROCEDURES 1.7 TRANSMITTING APPLICATIONS TO ARCHITECT A. Submit the three signed originals of the Conditional Lien Waiver and three signed and notarized originals of the payment application to the Architect, together with a letter of transmittal. 1. Attach a separate list of sub -contractors included in the application to receive payment, together with the specific amounts of payment requested for each sub- contractor. 2. Send to the Architect using a method ensuring delivery within 24 hours. 3. Use a method that provides evidence of mailing and a record of delivery. The Architect's office is served by the following couriers who offer "proof of delivery" records: U.S. Postal Service Use "Express Mail" or "Certified Mail" with Return Receipt showing delivery. Federal Express Use "Proof of Performance" Service. Similar services by United Parcel Service or other couriers. B. Confirming Application Delivery: Make inquiries directly to the courier to confirm Application for Payment was received by the Architect. Do not call the Architect's office to confirm receipt of an Application for Payment. 1.8 PAYMENTS BY OWNER A. When applications for payment are made complete with conditional lien waivers and releases and appropriate documentation described herein, together with review and approval by the Architect, 1. The Owner will make the payment within 15 days of the Architect's approval of the applications for payment. 2. The Owner will issue a "Joint Check", naming both the General Contractor and the subcontractor / material suppliers as payees, where payment is requested for work by the designated subcontractor / material supplier. 3. The Owner's first payment will include the entire amount due to Supplier for Tank and Piping Materials and will be issued as a "Joint Check", naming both the General Contractor and Supplier as payees. 4. The Owner requires a completed W-9 Form "Request for Taxpayer Identification Number and Certification" from each subcontractor / material supplier, new and established, when a joint check is requested. The completed W-9 Form must be submitted to the Architect with the First Application for Payment. The W-9 Form can be found on www.irs.gov. 1.9 SCHEDULE OF VALUES A. Administrative Form: Provide the Schedule of Values on the AIA Document G703 Continuation Sheet. B. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01290 Page 4 PAYMENT PROCEDURES 1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including the following: a. AIA Document G702 Application and Certificate for Payment. b. Submittals Schedule, as described in Division 1, Section "Submittal Procedures". c. General Contractor's Bid Breakdown, as described in Document "Form of Bid Proposal". 2. Submit the Schedule of Values to Architect with the first Application for Payment. C. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of Architect. c. Architect's project number. d. Contractor's name and address. e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of the Work. c. Change Orders (numbers) that affect value. d. Dollar value and Percentage of the Contract Sum to nearest one -tenth of a percent, adjusted to total 100 percent. 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. a. Round amounts to nearest whole dollar; total shall equal the Contract Sum. 4. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored on -site, but not yet installed. 5. Each item in the Schedule of Values and Applications for Payment shall be complete. 6. Schedule Updating: Update and resubmit the Schedule of Values with the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. List each Change Order as a new line item. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01290 Page 5 PAYMENT PROCEDURES 1.10 CONDITIONAL LIEN WAIVERS WITH PAYMENT REQUESTS A. With each Application for Payment, submit a Conditional Lien Waiver from the General Contractor and the designated subcontractors / material suppliers for the construction period covered by the Application. 1. The amount of the Conditional Lien Waiver must equal the amount of the joint check to the subcontractor / material supplier or the total amount requested by the General Contractor, after the deduction for retainage on each item. 2. The Conditional Lien Waivers shall be on forms or letterhead stationary executed in a manner acceptable to the Architect and Owner. a. Submit three completed Conditional Lien Waivers for each Payment request. b. All Conditional Lien Waivers must have original signatures by persons authorized to sign them for the General Contractor and subcontractors / material suppliers. The Conditional Lien Waiver shall be certified by the signer or be notarized where required by State law. c. All Conditional Lien Waivers must include the language"....upon receipt of a check from Costco Wholesale..." d. Use the Conditional Lien Waiver form included at the end of this Section. An electronic copy may be obtained from the Architect upon request. 3. The Owner reserves the right to designate which entities involved in the Work must submit Conditional Lien Waivers. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01290 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01290 Page 6 PAYMENT PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01290 Page 7 PAYMENT PROCEDURES From: CONDITIONAL LIEN WAIVER (Name of Firm Giving Release) (Business Phone) Project: (Project Name) (Project Address) Contact Person: Project Manager: Contact Telephone: Project Telephone: CONDITIONAL RELEASE The undersigned does hereby acknowledge that upon receipt by the undersigned of a check from Costco Wholesale in the sum of $ and when the check has been properly endorsed and has been paid by the bank upon which it was drawn, this document shall become effective to release pro tanto any and all claims and rights of lien which the undersigned has on the above -referenced job. This release covers a progress payment for labor, services, equipment, materials furnished and/or claims through (date) 20 only and does not cover any retention or items furnished after that date. Before any recipient of this document relies on it, said party should verify evidence of payment to the undersigned. I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THIS STATE THAT THE ABOVE IS A TRUE AND CORRECT STATEMENT. Signature: (Authorized Corporate Officer/Partner/Owner) (Title) Dated this day of , 20 at (City, State) (Notarize form if required by State where Project is located.) Subscribed and swom to before me this day of . 20 (Signature) (Pent Name) Notary Public in and for the State of Residing at (City, State) (Notary Seal) My commission expires: MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 01290 Page 8 PAYMENT PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01310 PROJECT MEETINGS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to project meetings. 1.3 PRE -CONSTRUCTION CONFERENCE A. The Architect will schedule a Pre -construction Conference in the Architect's office or at the construction site before starting construction. The conference will be at a time convenient to Owner. The conference will review project responsibilities and personnel assignments. B. Attendees: Authorized representatives of Owner, Architect and their consultants, Contractor and project superintendent(s); major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. C. Agenda: The Architect will prepare the conference agenda, including the following. The agenda will be distributed to all invited attendees. 1. Tentative construction schedule 2. Critical work sequencing 3. Designation of responsible personnel 4. Procedures for processing field decisions and Change Orders 5. Procedures for processing Applications for Payment 6. Distribution of Contract Documents 7. Submittal procedures. 8. Preparation of record documents 9. Use of the premises 10. Parking availability 11. Office, work, and storage areas 12. Equipment deliveries and priorities 13. First aid 14. Security 15. Housekeeping 16. Working hours 17. Owner -furnished products delivery dates 18. Testing and inspection requirements 19. Owner -provided Third Party Review Inspections D. Minutes: The Architect, or an authorized Architect's representative, will record significant discussions and agreements achieved. The conference minutes will be COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01310 Page 2 PROJECT MEETINGS distributed within three days of the meeting to the Owner, Contractor, and to everyone concerned. 1.4 PROGRESS MEETINGS A. The General Contractor shall schedule and conduct Progress Meetings at regular weekly intervals at the Project Site. 1. Attendees: Contractors and superintendent(s), subcontractors, suppliers, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. The Owner and Architect, and their representatives, shall be invited to attend. All participants at the meeting shall be familiar with the project and authorized to conclude matters relating to the work. 2. Minutes: The General Contractor shall record significant discussions and agreements achieved at the meeting. Distribute meeting minutes within 3 days of the meeting to the Owner and Architect, to each party present, and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. 3. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. END OF SECTION 01310 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Contractor's Construction Schedule. 2. Daily construction reports. 3. Field condition reports. 4. Weekly Construction Photo Requirements. 5. Weekly Job Report. 6. Posting requirements for "sitelfolio" B. Related Sections include the following: 1. Division 1 Section "Submittal Procedures" for submitting Weekly Construction Photographs. 1.3 SUBMITTALS A. Construction Schedule: Submit two copies. B. Daily Construction Reports: Submit two copies at weekly intervals. C. Field Condition Reports: Submit two copies at time of discovery of differing conditions. D. Special Reports: Submit two copies at time of unusual event. PART2 PRODUCTS 2.1 CONTRACTORS CONSTRUCTION SCHEDULE, GENERAL A. Prepare a Contractor's Construction Schedule complying with procedures contained in AGC's "Construction Planning & Scheduling." B. Schedule Time Frame: 1. Extend the Construction Schedule from the date established for commencement of the work to the date of Project Substantial Completion and Final Completion. C. Activities: Comply with the following: 1. Activity Duration: Unless specifically allowed by Architect, define activities so no activity is longer than 5 days. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01320 Page 2 CONSTRUCTION PROGRESS DOCUMENTATION D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the work is affected. 1. Phasing: Arrange list of activities on schedule by phase. 2. Work Restrictions: Show the effect of the following items on the schedule: a. Use of premises restrictions. b. Environmental control. 2.2 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: 1. List of subcontractors at Project site. 2. Approximate count of personnel at Project site. 3. Equipment at Project site. 4. Material deliveries. 5. High and low temperatures and general weather conditions. 6. Accidents. 7. Meetings and significant decisions. 8. Unusual events (refer to "Special Reports" below). 9. Stoppages, delays, shortages, and losses. 10. Emergency procedures. 11. Orders and requests of authorities having jurisdiction. 12. Change Orders received and implemented. 13. Work Change Directives received and implemented. 14. Services connected and disconnected. 15. Substantial Completions authorized. B. Field Condition Reports: 1. Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. 2. Submit report using the standard "Request For Information" (RFI) form included in Division 1 Section "Execution Requirements." 3. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. 2.3 CONSTRUCTION PHOTOGRAPHS A. Weekly Photos: Take a minimum of 24 digital images to document the progress of construction each week, including at final completion of project. The weekly photos shall have the same views from the same locations. Include photos of following when they apply to this work. 1. All 4 elevations of the site area taken from a distance to include the entire work area, but not at a distance to eliminate clarity of the work. 2. Two photographs of the canopy footing/dispenser sump areas. Photographs should show placement of re -bar as well as piping run into the dispenser sumps. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01320 Page 3 CONSTRUCTION PROGRESS DOCUMENTATION 3. Additional photos of any discrepancies in scope of work or existing site conditions. 4. Dispenser pans when dispenser wires are pulled. Photo shall be dear as to indicate the number and color of wire pulled prior to setting of the dispenser. B. Digital Photo Requirements: 1. Format: Truecolor "JPG" (JPEG) medium resolution images. a. Minimum image pixel dimensions: 1024 x 768 b. Maximum image pixel dimensions: 1600 x 1200 2. Include images in a compressed archive "zip" file, then upload file to sitelfolio. C. Take photographs on Thursday morning after sunrise when the sun's height and lighting direction provide uniform lighting throughout and the construction elements are not in shadow. D. Format and upload the weekly project photos to allow Internet use by others. 1. Information on this procedure is available in "Costco Wholesale sitelfolio General Contractor User Guide" appended to the Project Manual. 2. Upload to sitelfolio no later than 10:00 am (local time) each Thursday morning. 3. Provide email notification to Architect's Project Manager and Owner's Project Manager immediately after digital photos are uploaded to sitelfolio. 2.4 SPECIAL REPORTS A. General: Submit special reports directly to Architect and Owner within one day of an occurrence. Distribute copies of report to parties affected by the occurrence. B. Reporting Unusual Events: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, response by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Architect and Owner in advance when these events are known or predictable. PART 3 EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At appropriate intervals, update schedule to reflect actual construction progress and activities. Issue schedule updates two days before each regularly scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the work progresses, indicate Actual Completion percentage for each activity. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01320 Page 4 CONSTRUCTION PROGRESS DOCUMENTATION B. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need -to -know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the work and are no longer involved in performance of construction activities. 3.2 WEEKLY JOB REPORT SUBMITTAL A. Complete the attached or similar electronic form of the Weekly Job Report Form at the end of the day on Wednesday of each week with updated construction status. B. Format and upload the Weekly Job Report to allow Internet use by others. 1. Information on this procedure is available in "Costco Wholesale sitelfolio General Contractor User Guide" appended to the Project Manual. 2. Upload Weekly Job Report to sitelfolio no later than 10:00 am (local time) each Thursday morning. 3. Provide email notification to Architect's Project Manager and Owner's Project Manager immediately after Weekly Job Report is uploaded to sitelfolio. END OF SECTION 01320 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 01320 Page 5 CONSTRUCTION PROGRESS DOCUMENTATION FUEL FACILITY WEEKLY JOB REP PROJECT DATA Permits Baseline Current Change Days Left (Early) Comments Report # Week # Project Costco Wholesale Dale MG2 Project # Clearing Permt # Address Site Grading Perrot # Costco Construction PM Building Permit # G.C. PM UST/ Air Quality Permit # MG2 PM Fire Department Permit # FUEL FACILITY MILESTONES completion Dates Contract Date Curtent Change :. Days Left (Early) . Comments HOT ISSUES Site Clearing and Grubbing CRY Fuel Facility Pad Ready Tank Set Piping Runs to Dispenser Islands Permanent Power DEVELOPER Set Controller Enclosure Pour Tank Canopy Dnve Pads Start Canopy OWNER Electrical Complete Asphalt Paving Complete Canopy Complete Pump Tanks Dry / Coord Fuel Drop Architect Tanknology Testing 8 Inspections Complet Veeder Root Modem Installation Complete Veeder Root System Calibration CONTRACTOR Purging / Calibrating (Weight 8 Measures) Electrical/Fire/Building Final Certificate of Occupancy Grand Opening CONSULTANTS MEETINGS/SITE VISITS —' Pre Construction 3"' Party Tank Inspection 3' Party Piping Inspection SUPPLIERS Punch List 3" Party 30-day Post Construction CONSTRUCTION Percentag .. e Projected n Completion _... -COMMENTS '. Grading Main Electrical Installation Utilities (Water/Sewer) Tank Excavation Tank Set/Backfill Foundations/Footings Dispenser Sump Installation Piping installation Pipe Testing Piping Backbit Storm Drainage - ONV/S Canopy Drains Canopy Steel Canopy Decking/Fascia Electrical Conduits to Station Communication Conduits Controller Enclosure Kiosk Installation Canopy Lighting Restroom Equipment Installation Concrete Curbing Concrete Slabs Paving Island Concrete Masonry Walls Dispenser Installation Dispenser Electrical Camera Installation (By Owner Camera Installing Contractor) Membership Electrical Signage Imgation Landscaping Permanent Power Fuel Drop Regulatory Compliance Testing (By Owner Regulatory Compliance Testing Contractor) Purging/Calibration System Startup Painting Final Testing MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01320 Page 6 CONSTRUCTION PROGRESS DOCUMENTATION (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01330 SUBMITTAL PROCEDURES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. B. Related Sections: 1. Division 1 Section "Payment Procedures" for submitting Applications for Payment and the Schedule of Values. 2. Division 1 Section "Project Meetings" for submitting and distributing meeting and conference minutes. 3. Division 1 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule. 4. Division 1 Section "Quality Requirements" for submitting test and inspection reports. 5. Division 1 Section "Closeout Procedures" for submitting Warranties, Record Drawings, Record Specifications, Record Product Data, Operation and Maintenance Data. 6. Divisions 2 through 16 Sections for specific requirements for submittals in those Sections. 1.3 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that requires sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the work so processing will not be delayed because of need to review submittals concurrently for coordination. B. Processing Time: Allow enough time for submittal review, including time for re - submittals. Time for review shall commence on Architect's receipt of submittal. C. Identification: Clearly indicate specific submittal (product or model) intended for use on this project. For submittals with more than one product identified, indicate which product is intended for use on this project. Place a permanent label or title block on each submittal for identification. COSTCO GASOLINE Fuel Facility Expansion 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01330 Page 2 SUBMITTAL PROCEDURES 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. c. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. j. Other necessary identification. D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. E. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal. F. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Transmittal Form: Use the attached Submittal Transmittal form at the end of this section. G. Use for Construction: Use only final Submittals in the Work that have marks indicating action has been taken by Architect. PART2 PRODUCTS 2.1 ACTION SUBMITTAL REQUIREMENTS A. Schedule of Submittals: 1. Prior to the First Application for Payment, submit the following: a. Submittals Schedule: Submit three copies, arranged with the following information in a tabular format: 1) Scheduled date for first submittal. 2) Specification Section number and title. 3) Submittal category (action or informational). MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01330 Page 3 SUBMITTAL PROCEDURES 4) Name of subcontractor. 5) Description of the Work covered. 6) Scheduled date for Architect's final release or approval. b. Submittal review information for the following: 1) Storm Drain Inlet Grate. 2) Items to be installed underground. 3) Concrete Mix Design. 4) Asphalt Pavement Job Mix Design. 5) Concrete Masonry Properties, Color Samples, and Face Samples. 6) Any Long -lead items. B. Application for Payment: Comply with requirements in Division 1 Section "Payment Procedures." C. Schedule of Values: Comply with requirements in Division 1 Section "Payment Procedures." D. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. E. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. c. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory -installed wiring. g. Printed performance curves. h. Operational range diagrams. i. Mill reports. j. Standard product operating and maintenance manuals. k. Compliance with recognized trade association standards. I. Compliance with recognized testing agency standards. m. Application of testing agency labels and seals. n. Notation of coordination requirements. 4. Submit 5 copies. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01330 Page 4 SUBMITTAL PROCEDURES F. Shop Drawings: Prepare Project -specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Types of Prints Required: Submit 5 full-size bond copies of each sheet of shop drawings. Architect will returned one copy showing all review comments. Contractor shall make and distribute additional copies as required. 2. Preparation: Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing -in and setting diagrams. e. Wiring diagrams showing field -installed wiring, including power, signal, and control wiring. f. Shopwork manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. I. Notation of dimensions established by field measurement. 3. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. 4. Submit 5 copies, unless otherwise noted in the Technical Specifications. G. Samples: Prepare physical units of materials or products, including the following: 1. Comply with requirements in Division 1 Section "Quality Requirements" for mockups. 2. Provide samples or samples identical to the precise article proposed to be provided. Identify all items by manufacturer, item, color name and number, and location in the work. 3. Number of Samples Required a. Unless otherwise specified, submit samples in the quantity required to be returned, plus one which will be retained by the Architect. b. By pre -arrangement in specific cases, a single sample may be submitted for review, and when favorably reviewed be installed at a location agreed upon by the Architect. H. Colors and Patterns: If precise color and pattem is not called out in the contract documents, submit accurate color and pattern charts to the Architect for selection. 1. Submit samples for review of type, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01330 Page 5 SUBMITTAL PROCEDURES a. If variation in color, pattern, texture, or other characteristic is inherent in the product represented by a sample, submit at least 3 sets of paired units that show approximate limits of the variations. 2. Disposition: Maintain sets of approved samples at project site, available for quality -control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. 2.2 INFORMATIONAL SUBMITTAL REQUIREMENTS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. 2. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements." B. Construction Schedule: The Contractor shall furnish the Architect with a Construction schedule with bar graph for the project before the start of construction. The schedule will be updated weekly, and sent directly to the Owner and Architect for their review. C. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of Architect and Owner, and other information specified. D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. E. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. F. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project. 2.3 SUBSTITUTIONS A. Submit "Substitution Request Form" (Document 00100 — Instructions to Bidders) listing proposed product to the Architect for approval. B. Substitutions request made via "Request for Information" process are NOT valid — a "Substitution Request" form must be used. C. Approving the substitution: COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 01330 Page 6 SUBMITTAL PROCEDURES 1. Is made with the condition that no additional cost will be incurred by the Owner and that there are no changes to Construction Schedule. 2. Does not relieve the Contractor from meeting the requirements of the Contract Documents. 3. Is made without conditions to other parts of the work, i.e., if the substitution requires other parts of the work to be modified, the Contractor is responsible for making all necessary changes without additional cost to the Owner. D. Approved Substitutions require that ALL submittal requirements noted in the applicable Specification Section be met. PART 3 EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECTS REVIEW A. Review by the Architect and Engineer does not relieve the Contractor from responsibility for error and omissions, which may exist in the submitted data. B. Architect will not review submittals that do not bear Contractor's approval stamp and may discard them without action. C. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken. D. Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party. E. Submittals not required by the Contract Documents will not be reviewed and may be discarded. END OF SECTION 01330 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01330 Page 7 SUBMITTAL PROCEDURES Ur • ent ❑ Submittal CSI No: SUBMITTAL TRANSMITTAL Project: Owner: ❑ Shop Drawings ❑ Product Data Submittal Description: Number of Sheets: Supplier / Subcontractor / Manufacturer: Date: Architect#: Contractor: ❑ Samples O ❑ Catalogs / Books Date: Comments / Questions: Distributed To Sent To / On Date Received No. of Copies Architect Consultant Architect Contractor Subcontractor Owner Other Submittal Action ❑ Conforms to Design Concept ❑ Conforms to Design Concept with Revisions as Shown ❑ Non -Conforming, Revise & Re -Submit ❑ No Action Required - Submittal not required; retained for project file Reviewer Comments: Attachments Reviewed By: Date: COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 01330 Page 8 SUBMITTAL PROCEDURES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01400 QUALITY REQUIREMENTS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1.3 RESPONSIBILITIES A. Inspections by Public Officials: Contractor shall call for all inspections required by building officials having jurisdiction. Final payment to the Contractor will not be made until final inspection has been made, all items corrected, and an Occupancy Permit has been issued for the Fuel Facility. B. Inspections by Independent Agencies: The inspection work as listed below shall be made by a testing laboratory selected by the Architect and approved by the building official. All tests shall be performed in accordance with the building code. Submit written reports of inspections and tests to the Architect, Structural Engineer, General Contractor, and Building Official. 1.4 DEFINITIONS A. Quality -Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. B. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities performed by Architect. 1.5 SUBMITTALS A. Inspectors and testing laboratories shall submit written inspection and test result reports. B. Inspectors and testing laboratories shall distribute copies of reports to: 1. Architect 2. Owner COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01400 Page 2 QUALITY REQUIREMENTS 3. Contractor 4. Engineer 5. Building Department or other authority having jurisdiction over the Work. 1.6 QUALITY ASSURANCE A. Inspecting/testing laboratory shall have local authority's approval for special inspection work, if such approval is required by local authority. B. Testing, when required, shall conform with all pertinent codes and regulations, selected ASTM standards, and as otherwise specified. C. Notices: Notify independent agency, building official, and Architect at least 24 hours before work required inspection is started. 1.7 COSTS A. Owner: Costs for inspections and tests required by Building Officials and requested by Owner on earthwork, asphalt, steel work, and concrete placed on the site will be paid by the Owner. B. Costs for re -inspections and re -tests, and added costs for inspections and tests due to poor workmanship, non-compliance with the Contract Documents, late scheduling, cancellations, or ill-timed notices are the responsibility of the Contractor. 1. When initial tests display non-compliance with the Contract Documents, the work of re -inspection or re -testing shall be done by the same testing agency that performed the earlier tests. 2. Payment for re -inspection or re -test costs will be made to the testing agency by the Owner, but the Contract Sum in the Agreement between Owner and Contractor will be adjusted by Change Order to recover the cost. 3. Inspection and testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor and paid for by the Contractor. PART 2 PRODUCTS 2.1 CLIENT COORDINATION A. General Requirements 1. Attend all pre -construction and job -site meetings. 2. Review all drawings and specifications. 3. Prepare written reports of test results on a timely basis. a. Reference the job name, location, Architect and Project Manager's name, Contractor and name of person preparing the report, printed legibly. b. Type or write legibly the daily inspection reports describing the construction completed. c. Send the reports, every week, to the Architect, Owner, Engineer, Contractor and local authority, if local authority requires copies. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01400 Page 3 QUALITY REQUIREMENTS 4. Notify Architect and Engineer by telephone or fax memo immediately, meaning on the day of discovery, of test results not meeting specified requirements. 5. Notify Architect and Engineer by telephone or fax memo immediately, of deficiencies in construction. 2.2 DETAILED REQUIREMENTS A. The following inspections and tests shall be made by an independent agency as outlined below (paid by Owner) and the testing and inspection services outlined below include but are not limited to the following: 1. Soils Testing and Site Inspection 2. Asphalt Pavement 3. Cast -In -Place Concrete 4. Reinforced Masonry 5. Structural Steel Bolting, Welding and Fire -proofing 6. Pre -Engineered Metal Canopy 7. Other Building Construction and Materials Testing, as required by technical specifications. PART 3 FUEL FACILITY INSTALLATION OVERSIGHT INSPECTIONS 3.1 FUEL FACILITY INSTALLATION OVERSIGHT AGENT A. A Fuel Facility Installation Oversight Agent has been retained by the Owner to provide construction oversight inspections during various critical stages of fuel system installations. At a minimum, the Fuel Facility Installation Oversight Agent will provide the following basic services: 1. Oversight/inspections of critical phases of the fuel system installations to ensure compliance with project specifications/drawings and manufacturer installation requirements. 2. Formal written and photographic documentation of each critical phase inspection. 3. Review plans/specifications to ensure compliance and to prevent unauthorized deviations. 4. Immediate contact (via phone/fax/e-mail) should the inspection uncover critical problems needing an immediate response from the Owner. 5. Recommendations and troubleshooting concerning plan deviations, change order validity/cost, unforeseen site conditions and schedule changes. 3.2 INSPECTIONS A. At a minimum, the Fuel Facility Installation Oversight Agent will be conducting the following critical phase inspections: 1. Underground Piping Systems Inspection: A Fuel Facility Installation Oversight Agent will conduct an inspection of all piping, conduit and tank tops prior to backfilling. Prior to their arrival on -site all piping (primary/secondary product, primary/secondary vapor and vent) must be installed and properly bedded/pitched. Piping should be under pressure (preliminary air test) and all sumps (dispenser and UST) filled with water (hydrostatic testing) above all penetrations. All tank top MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT /BID Printed on 02/04/2014 SECTION 01400 Page 4 QUALITY REQUIREMENTS equipment (i.e., risers, spill containers, sumps, turbines, siphons, sensors, etc.) and conduit should also be completed and ready for inspection. At a minimum this inspection will include the following: a. Witness preliminary air testing of product, vapor and vent piping (primary and secondary piping). b. Confirm piping layout, bedding material and a check of all piping joints and connections. c. Witness a water (hydrostatic) test on all turbine, fill and dispenser sumps. d. Visual inspection for quantity, size and location of all underground conduits and utilities. e. Visually inspect all tank top fittings for installation quality and conformance to plans. 2. Completed Project Job Walk and Punch -List Inspection: The Fuel Facility Installation Oversight Agent will conduct a final job walk inspection with the contractor(s) to confirm correct installation and operation of the entire fuel system, canopy, controller enclosure, and site. From the walk through we will develop and distribute a formal punch -list to be completed by the appropriate parties. 3.3 FUEL FACILITY INSTALLATION OVERSIGHT AGENT CONTACTS A. The principal Fuel Facility Installation Oversight Agent contact for this program will be revealed at the pre -construction meeting. 3.4 SCHEDULING INSPECTIONS A. It is the responsibility of the installation general contractor to schedule the underground storage tank setting and piping inspections. A minimum of 7 days' notice is required. B. Failure to provide proper notice can result in missed inspections due to insufficient time for scheduling/travel arrangements. C. Inspections are to be scheduled by faxing or e-mailing a written request to the Fuel Facility Installation Oversight Agent. D. Include the type of inspection requested, date/time inspection is required, and the contractors on -site contact name and phone number. 3.5 SCHEDULING CHANGES / CANCELLATIONS A. Schedule changes, delays or cancellations shall be immediately reported to the Fuel Facility Installation Oversight Agent via written fax/e-mail. At least 48 hours of notice is required. Failure to provide at least 48 hours written notice can result in additional charges (i.e., non-refundable airline tickets, etc.). 1. Owner: Costs for first inspections and tests by independent agencies will be paid by the Owner. 2. Costs for re -inspections and re -tests, and added costs for inspections and tests due to poor workmanship, non-compliance with the Contract Documents, late scheduling, cancellations, or ill-timed notices shall be paid by the Contractor. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01400 Page 5 QUALITY REQUIREMENTS B. If a scheduled inspection is changed, delayed or cancelled, the General Contractor shall work with the Fuel Facility Installation Oversight Agent to determine how best to meet the project requirements. END OF SECTION 01400 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01400 Page 6 QUALITY REQUIREMENTS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01420 REFERENCES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," scheduled, and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": Furnish and install, complete and ready for the intended use. I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1.3 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01420 Page 2 REFERENCES C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. D. Conflicting Requirements: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1.4 ABBREVIATIONS AND ACRONYMS A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Thomson Gale's "Encyclopedia of Associations", Columbia Books' "National Trade & Professional Associations of the U.S.", or similar publications applicable to Project's location. B. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. IAPMO International Association of Plumbing and Mechanical Officials (909) 472-4100 www.iapmo.org ICC International Code Council (888) 422-7233 www.iccsafe.org ICC-ES ICC Evaluation Service, Inc. (800) 423-6587 www.icc-es.org (562) 699-0543 UBC Uniform Building Code (See ICC) ISO International Standards Organization (800) 423-6587 www.iso.org MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01420 Page 3 REFERENCES C. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act (ADA) Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities Available from U.S. Access Board www.access-board.gov FED -STD Federal Standard (See FS) FS Federal Specification Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil Available from Defense Standardization Program www.dps.dla.mil Available from General Services Administration www.gsa.gov Available from National Institute of Building Sciences www.wbdg.org/ccb (800) 872-2253 (202) 272-0080 (215) 697-2664 (202) 619-8925 (202) 289-7800 FTMS Federal Test Method Standard (See FS) MIL (See MILSPEC) MIL -STD (See MILSPEC) MILSPEC Military Specification and Standards (215) 697-2664 Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil UFAS Uniform Federal Accessibility Standards (800) 872-2253 Available from Access Board (202) 272-0080 www.access-board.gov PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 01420 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID MG2 # 93-0440-28 Printed on 02/04/2014 SECTION 01420 Page 4 REFERENCES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01500 TEMPORARY CONSTRUCTION FACILITIES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. PART 2 PRODUCTS 2.1 MATERIALS A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Architect. Provide materials suitable for use intended. 2.2 EQUIPMENT A. General: Provide equipment suitable for use intended. B. Field Office Building: Provide a substantial, weather -tight office building on site where directed. Have the office fully operable, with power and telephone service connected, from the start of construction until project is completed and closed out. Allow the Owner and Architect the use of Field Office, equipment and communication equipment for local calls. Provide the following Field Office Equipment: 1. Plain paper copy machine and a fax machine connected to a dedicated telephone line. 2. Computer with Intemet/e-mail capability. 3. Job Telephone: Provide non-coinbox telephone connected to serving utility exchange. Pay all telephone and fax charges for job related use by Owner and Architect, except for long distance charges. a. Provide a telephone with a microphone and loudspeaker (i.e. "speakerphone") feature for making conference calls. b. Provide an answering machine, voice -mail service, or messaging service. c. Provide project manager and superintendents with pagers and portable cellular telephones for use in making and receiving telephone calls when away from field office. 4. Weather Station: Provide a device to monitor and record weather conditions at Project site. a. Acceptable Products: Model No. RGR126 by Oregon Scientific, or approved equivalent product consisting of the following: MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01500 Page 2 TEMPORARY CONSTRUCTION FACILITIES 1) Remote rain gauge that measures (in inches and millimeters) and then eliminates collected rainfall. 2) Remote thermo sensor (outdoor thermometer in Celsius and Fahrenheit). 3) Wireless transmission of rainfall and temperature data. 4) Indoor display unit with the following data: a) Daily, historical and total rainfall records. b) Indoor and outdoor temperature. c) Date and time. b. Install weather station at the start of site construction. 1) Install rain gauge on a level surface. Place sensor within the range of data transmission distance. 2) Secure thermo sensor to a vertical surface, out of direct sunlight and moisture. Place sensor in a location with a clear view to the sky, away from obstacles, metallic or electronic objects. Place sensor within the range of data transmission distance, facing the main indoor unit. 3) Download data weekly. 2.3 TEMPORARY UTILITIES A. Temporary Utilities: Use of Owner's existing electrical, sewage, and water will be permitted without metering. Contractor shall provide safe temporary connections and maintain conditions acceptable to the Owner and Authority Having Jurisdiction. 2.4 TEMPORARY FACILITIES SUPPORT A. Drinking Water: Furnish from a proven safe source for all those connected with the work. B. Temporary Toilets: Provide chemical type toilets, adequate in number for all those connected with the work. Locate where directed when work is started; keep in sanitary condition. Remove from site upon completion of work or sooner, if and when permanent toilets are made available. 1. Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use. C. On -Site Fire Protection: Maintain adequate fire extinguishers on the premises, readily available to the workmen, for the protection of the structure and its contents. 1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure. D. Temporary Barricades and Fences: Contractor shall provide fences and all safeguards necessary for the convenience and protection of the public, as required by code and law enforcement regulations. Keep abutting streets and other thoroughfares open to MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01500 Page 3 TEMPORARY CONSTRUCTION FACILITIES traffic, using only portions of streets allowed by permit. Contractor will be responsible for damage or injury occurring to either persons or property through carelessness or neglect by himself, his employees, or subcontractors. 2.5 FIELD OFFICE STAFF A. Provide the following required project staff: 1. Project Manager: One minimum, may be part-time and located off -site, to oversee and supervise the entire project, and be responsible for the managing / estimating of the all phases of the entire project. 2. Job Superintendent: One minimum, required on -site full-time, to provide overall administrative and technical direction for the Project. Provide separate building and site job superintendents for Projects with complex site work. Provide a third superintendent for Projects with complex off -site work. a. The General Contractor's Job Superintendents, who were approved by the Owner, are required to be on -site from the start of the Project through its completion. The Superintendents cannot be changed unless approved by the Owner. 3. Project Engineer: One minimum, may be part-time and located off -site, to support superintendents and project manager by performing administrative and technical functions. 4. Secretary: One minimum, may be part-time and located off -site, to support field staff. PART 3 EXECUTION 3.1 INSTALLATION, GENERAL A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Engage appropriate local utility company to install temporary service or connect to existing service. Where utility company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with utility company recommendations. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. B. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations and traffic conditions. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01500 Page 4 TEMPORARY CONSTRUCTION FACILITIES 1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. 3.3 SUPPORT FACILITIES INSTALLATION A. Waste Disposal Facilities: Provide waste -collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Comply with Division 1 Section "Execution Requirements" for progress cleaning requirements. 1. If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each type of waste material to be deposited. 2. Allow all trades, including Owner -furnished vendors and suppliers, access to these waste -collection containers. 3.4 TEMPORARY EROSION AND SEDIMENTATION CONTROL A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, according to requirements of authorities having jurisdiction. B. Inspect, repair, and maintain erosion and sedimentation control measures during construction until permanent vegetation has been established. C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during removal. 3.5 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Avoid using tools and equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near project site. B. Storm -water Control: Provide earthen embankments and similar barriers in and around excavations and sub -grade construction, sufficient to prevent flooding by runoff of storm -water from heavy rains. C. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from construction damage. Protect tree root systems from damage, flooding, and erosion. D. Temporary Fire Protection: Until fire -protection needs are supplied by permanent facilities, install and maintain temporary fire -protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 and NFPA 241. END OF SECTION 01500 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 01700 EXECUTION REQUIREMENTS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 1. General installation of products. 2. Protection of installed construction. 3. Correction of the Work. 1.3 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products according to the manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and Toss, including theft. This applies to products included in this contract as well as products furnished by the Owner, as described in Section 01100 "Summary of Work". 1. Schedule delivery to minimize long-term storage at the site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to the site in an undamaged condition in the manufacturer's original, sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 5. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. 6. Store heavy materials away from the Project structure in a manner that will not endanger the supporting construction. 7. Store products subject to damage by the elements above ground, under cover in a weather -tight enclosure, with ventilation adequate to prevent condensation. Maintain temperature and humidity within range required by manufacturer's instructions. 1.4 WORKMANSHIP A. All work involved in this project shall reflect the best possible workmanship. Work which is not of the best workmanship shall be corrected or redone as is required for approval by the Architect, at no additional cost to the Owner. No trade should apply finishes or materials to surfaces until he feels that the surfaces are ready to receive his finish or material and produce the best possible workmanship. A trade who does apply his finish or material to a surface, which is not ready, shall remove and correct his MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01700 Page 2 EXECUTION REQUIREMENTS work, as well as prepare the existing surface involved at no additional cost to the Owner. 1.5 EXAMINATION A. Existing Conditions: The existence and location of utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. B. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1.6 PREPARATION A. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. B. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. C. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report and Request For Information (RFI) to the Architect. 1. Prepare the RFI using the standard form at the end of this section, following the instructions included with the form. 1.7 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes and wiring in finished areas, unless otherwise indicated. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01700 Page 3 EXECUTION REQUIREMENTS E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 1.8 PROTECTION OF INSTALLED CONSTRUCTION A. Protection and Restoration of Property 1. Existing underground utilities of record are indicated on the Construction Documents, when record drawings were available. They are indicated for the Contractor's convenience only. The Owner and Architect assume no responsibility and or liability for the accuracy of locations or failure to indicate locations. 2. The location of existing underground utilities, as indicated on the drawings, is approximate only, and the Contractor shall be responsible for determining their exact location. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in all areas, as not all utilities may be indicated on the drawings. a. Call the Utility Location Request Center (One CaII Center) for field locations, not less than two nor more than 10 business days before the scheduled date of excavation. b. There may be utilities on the project that are not part of the One -Call system. Contractor to contact those utilities directly for location assistance. c. Contractor is responsible for all breakages of utilities or services resulting from his operations. Hold the Owner and his representatives harmless from all claims resulting from disruption of service and or damages to service. d. Contractor is responsible for coordination with the utility companies and arranging for movement or adjustment, either temporary or permanent, of their services within the project limits. e. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company. Such costs shall be considered incidental to the Contract. f. Existing utilities for telephone, power, gas and television cable facilities shall be relocated by the appropriate utility company unless otherwise noted on the drawings. g. Contractor is solely responsible for damage to completed portions of the project and for damage to property located off the site, such as pollution of MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington '98188 PERMIT/BID Printed on 02/04/2014 SECTION 01700 Page 4 EXECUTION REQUIREMENTS rivers, streams, ground water or other waters, caused by siltation, run-off, erosion and other construction operations, occurring during the construction of the project. Exercise all necessary precautions throughout the project to prevent such property damage. 3. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. 1.9 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. 2. At the end of each work day, Contractor shall verify that: a. All trash has been collected and placed in proper containers. b. All tools and equipment are properly stored away. 3. Do not hold waste materials more than seven days during normal weather or three days if the temperature is expected to rise above 80 deg F (27 deg C). 4. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. a. Utilize containers intended for holding waste materials of type to be stored. B. Site: Maintain Project site free of waste materials, debris, and ponding water. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom -clean or vacuum the entire work area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Waste Disposal: Do not bury or burn waste materials on -site. Do not wash waste materials down sewers or into waterways. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 01700 Page 5 EXECUTION REQUIREMENTS H. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. I. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 1.10 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust equipment for proper operation. Adjust operating components for proper operation without binding. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. 1.11 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in Division 1 Section "Cutting and Patching." 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. 1.12 INSTRUCTIONS FOR USING RFI "REQUEST FOR INFORMATION" FORM A. Prepare the Request for Information (RFI) using the standard form following this section. B. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. C. Assign each RFI consecutive 4-digit numbers starting with "0001", limiting each RFI to one subject only. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01700 Page 6 EXECUTION REQUIREMENTS 1. If more information is requested about the same subject, use the same 4-digit number with "—R1" appended; ie. "0001-R1", "0001-R2" for the next request on the same subject, and so forth. D. Architect will review each RFI, determine action required, and respond. Allow a minimum of three working days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day. 1. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt of additional information. END OF SECTION 01700 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01700 Page 7 EXECUTION REQUIREMENTS Urgent ❑ Need Response By: RFI No.: Reauest for Information Project: Owner: Date: MG2 #: Contractor: Subject: Reference: 0 Civil 0 Architectural 0 Structural 0 Mechanical 0 Electrical 0 Request: Attachments: Requested By: Cost Impact 0 Time Impact 0 Estimated Cost $ Distributed To Sent To On Date Received Response Sent Architect Consultant Architect Contractor Subcontractor Owner Other • Carry out the following instructions with no change in Contract Sum or Time • Submit itemized Proposal for changes in the Contract Sum or Time for the following instructions. THIS IS NOT A DIRECTION TO PROCEED. Response: Attachments Response By: Date: COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01700 Page 8 EXECUTION REQUIREMENTS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01731 CUTTING AND PATCHING PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for cutting and patching. B. Related Sections include the following: 1. Requirements in this Section apply to equipment and electrical installations. Refer to Divisions 11 and 16 Sections for other requirements and limitations applicable to cutting and patching equipment and electrical installations. 1.3 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their Toad -carrying capacity or load -deflection ratio. B. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety. C. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. D. Cutting and Patching Conference: Before proceeding, meet at project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 1.4 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. PART 2 PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other sections of these specifications. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01731 Page 2 CUTTING AND PATCHING B. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of existing materials. PART 3 EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Temporary Support: Provide temporary support of work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. 3.3 PERFORMANCE A. Existing Materials: Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of existing materials. B. Cutting and Patching: 1. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. a. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01731 Page 3 CUTTING AND PATCHING 2. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 3. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other sections of these specifications. 3.4 CLEAN UP A. Contractor shall, during the progress and at the conclusion of work, remove all waste, dirt and debris resulting from the work of all contractors and subcontractors within the designated work space and dispose of at the contractor's expense. COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 01731 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01731 Page 4 CUTTING AND PATCHING (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01732 SELECTIVE DEMOLITION PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal of selected portions of existing structure. 2. Demolition and removal of selected site elements. 3. Repair procedures for selective demolition operations. 1.3 SUBMITTALS A. Prepare a detailed demolition plan and sequence of demolition and removal work to ensure the uninterrupted progress of Owner's operations. Include schedule for shut-off, capping and continuation of utility services as required. Submit demolition plan to the Architect in accordance with the General and Supplementary Conditions B. Proposed Dust -Control and Noise -Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate C. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's on -site operations are uninterrupted. 2. Interruption of utility services. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Coordination of Owner's continuing occupancy of portions of existing building. 1.4 PROJECT CONDITIONS A. General: The existing facilities are occupied and in operation. Arrange and carry out work with the least possible disturbance and noise. Cooperate with Owner and the Architect in the fullest measure to reduce inconvenience to a minimum. Maintain or relocate existing services and systems within the existing facility when required to permit continued operation of all departments in the facility. Maintain continuous services into, and sewer lines out of the existing buildings without interruption. 1. Provide adequate protection for all parts of the present building designated to remain, wherever work under this Contract is to be performed. 2. Service and public access to the existing buildings shall be maintained at all times. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01732 Page 2 SELECTIVE DEMOLITION B. Conditions existing at the time of inspection for bidding purposes will be maintained by Owner insofar as practicable. However, variations within the structure may occur by Owner's removal and salvage operations prior to the start of the demolition work. C. Prior to Demolition: Verify with Owner all items to be reused or salvaged. After the identification is completed, Contractor may proceed with demolition and renovation work, salvaging for Owner those items identified. Contractor shall deliver marked items to locations on the premises and store as directed by Owner. D. Partial Removal: Items not wanted by Owner but with value to the Contractor may be removed from the project area as the work progresses. Salvaged items must be transported from the site as they are removed. Storage or the sale of such material will not be permitted on the site. E. Equipment and material resulting from the demolition work in the existing structure, neither scheduled to be re -used in the work nor designated by Owner, before or during the construction of the work, to be delivered to him for storage on the site, shall become the property of the Contractor for salvage and/or removal from the site. F. The Electrical Subcontractors shall cut their own holes for their own work. These subcontractors shall check the location of the holes with the General Contractor and shall receive his approval prior to drilling. 1. The General Contractor employing workmen skilled in the particular trades involved and in accordance with the technical specifications for the materials and types of workmanship required shall do all patching. Painting subcontractor in accordance with the "Painting" Section shall do painting of the patched work. 2. Contractor's attention is called to the extension of systems including those for Electrical which occur in the existing facility, all of which require cutting and patching of existing work. Existing conditions must be carefully examined and all work involved shall be fully covered in the Contract. G. Plumbing Lines: Take care to prevent construction debris and foreign materials from getting into the plumbing lines during construction and connection of fixtures. Clear out any plumbing stoppages resulting from this construction work. H. Storm Drains: Take care to prevent construction debris and foreign materials from getting into the storm drains during construction. Clear out any stoppages resulting from this construction work. I. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Owner will remove hazardous materials under a separate contract. J. Storage or sale of removed items or materials on -site is not permitted. K. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01732 Page 3 SELECTIVE DEMOLITION 1. Maintain fire -protection facilities in service during selective demolition operations. 1.5 SPECIAL CONDITIONS FOR EXECUTING WORK A. Storage of Flammable Liquids and Gases: Store all combustible and flammable materials in accordance with the requirements of all governing authorities. B. Fire Protection Systems: 1. Notify the local Fire Department in advance of work involving and disconnecting or impairment of the fire alarm system, automatic sprinkler system, fire pumps or standpipe systems. 2. Keep fire extinguishers readily available at all demolition, alteration and construction locations within the building. C. Protection: Conduct operations to prevent damage by falling debris or other cause to adjacent buildings, structures, and other facilities as well as persons and animals. D. Provide shoring, bracing, or support to prevent movement or settlement or collapse of structure to be demolished and adjacent facilities to remain. E. Damages: Repair damages caused to adjacent facilities by demolition operations, as directed by the Architect and at no cost to Owner. 1.6 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties. B. Notify warrantor on completion of selective demolition, and obtain documentation verifying that existing system has been inspected and warranty remains in effect. Submit documentation at Project closeout. PART 2 PRODUCTS 2.1 PEFORMANCE REQUIREMENTS A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241. 2.2 REPAIR MATERIALS A. Use repair materials identical to existing materials. 1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 01732 Page 4 SELECTIVE DEMOLITION 2. Use materials whose installed performance equals or surpasses that of existing materials. B. Comply with material and installation requirements specified in individual Specification Sections. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. D. When unanticipated electrical or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. E. Survey condition of existing structure to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective demolition operations. F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. 3.2 UTILITY SERVICES A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition operations. B. Do not interrupt existing utilities serving occupied or operating facilities, unless authorized in writing by Owner and authorities having jurisdiction. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction. 3.3 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris - removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01732 Page 5 SELECTIVE DEMOLITION 2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas. 3. Protect existing finish work that are to remain or that are exposed during selective demolition operations. 4. Comply with requirements for temporary enclosures, dust control, heating, and cooling specified in Division 1 Section "Temporary Facilities and Controls." C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of selective demolition. 3.4 SALVAGING DEMOLITION WASTE A. Verify with Owner the exact items to be salvaged prior to starting demolition work. B. Salvaged Items Selected by Owner: Salvage items and handle as follows: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed. 3. Store items in a secure area until reinstallation or delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage. 6. Install salvaged items to comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make items functional for use indicated. C. Salvaged Items for Sale and Donation: Not permitted on Project site. 3.5 SELECTIVE DEMOLITION A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level. 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01732 Page 6 SELECTIVE DEMOLITION hidden space before starting flame -cutting operations. Maintain [fire watch and] portable fire -suppression devices during flame -cutting operations. 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin -infested, or otherwise dangerous or unsuitable materials and promptly dispose of off -site. 7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. 8. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 9. Dispose of demolished items and materials promptly. 10. Return elements of construction and surfaces that are to remain to condition existing before selective demolition operations began. B. Existing Facilities: Comply with building manager's requirements for using and protecting walkways, driveways, entryways, and other facilities during selective demolition operations. 3.6 DEMOLITION POLLUTION CONTROLS A. Use water sprinkling, temporary enclosures, and other suitable methods as necessary to limit the amount of dust and dirt rising and scattering in the air, to the lowest level of air pollution practical for the condition of work. Comply with the governing regulations. 3.7 DISPOSAL OF DEMOLISHED MATERIALS A. General: Remove demolished materials from Project site and legally dispose of them in an EPA -approved landfill. 1. Do not allow demolished materials to accumulate on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.8 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 01732 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 01770 CLOSEOUT PROCEDURES PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specifications Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Contract Closeout, including, but not limited to, the following: 1. Pre -Substantial Completion Requirements including Insurance and Utility requirements, Clean up and Submittal Requirements. 2. Substantial Completion Requirements and Punch Lists. 3. Submittals required prior to Final Closeout including Project Record Documents and Operation and Maintenance Manuals. 4. Final Payment Requirements. B. Related Sections Include The Following: 1. Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 1 Section "Temporary Construction Facilities" for building temporary utility cost and billing procedures. 1.3 PRE -SUBSTANTIAL COMPLETION REQUIREMENTS A. Unrestricted Use: Obtain all releases that permit the Owner unrestricted use of the Work and access to services and utilities — include Occupancy Permit, operating certificates, and similar releases. B. Occupancy Permit: Obtain the Occupancy Permit prior to date of Punch List visit. C. Initial Punch List: Prepare the Initial Punch List of items to be completed and corrected. Include the value of items on the list and the reasons why the Work is not complete. 1. Forward to the Architect. 2. Format the Punch List to comply with CSI Form 14.1A and include: a. List of spaces in sequential order starting with the exterior. b. Organize items applying to each space by major element (floors, walls, etc.). c. Include the project name and location, date, contractor's and architect's names, and page number. D. Insurance: Notify and make arrangements to transfer the insurance to the Owner. E. Temporary Facilities: Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. F. Testing of Systems: Complete startup testing of systems. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01770 Page 2 CLOSEOUT PROCEDURES G. Submit Operations and Maintenance Manuals. H. Instruction of Owner's Personnel: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1.4 SUBSTANTIAL COMPLETION REQUIREMENTS AND PUNCH LISTS A. The Owner and Architect (including consultants) will create the Final Punch List. B. Initial Punch List: The Architect will utilize the Initial Punch List to create the Final Punch List. The Final Punch List includes, but is not limited to, Punch Lists created by: 1. Contractor and major subcontractors 2. Owner 3. Architect (including separate punch list created by consultants) 4. Inspection Reports. C. The Architect will issue a Certificate of Substantial Completion after the visit or will notify the Contractor in writing of items -- either on the Contractor's list or additional items identified by the Architect -- that must be completed or corrected before the certificate will be issued. D. Within 10 calendar days of the date of Substantial Completion, the Contractor shall complete the Punch List items. E. When items in the Final Punch Lists are complete or corrected, review the lists with the Costco Warehouse Manager for verification and signature. The Contractor must also sign -off the Final Punch Lists confirming that the work has been corrected and completed. The signed -off Punch Lists shall be forwarded to the Architect with the application for Final Payment as described in Division 1 "Payment Procedures." 1.5 SUBMITTALS REQUIRED PRIOR TO FINAL CLOSEOUT A. Record (As -Built) Documents Requirements: Show to scale (where possible) or by figured dimensions all changes to the drawings. 1. Indicate the locations of all ducts, conduits, pipes, or other facilities not exposed in the finished work. 2. Show materials, size and depth from surface of said installations as well as line followed. 3. Show exact location of all utilities underground within the construction limits. 4. Provide 2 copies, marked to reflect record (as -built) conditions. B. Record Drawing Submittals including, but not limited to, 1. Drawings for Architectural, Concrete, Masonry, Site Work, Metal Canopy System, Miscellaneous Steel, Plumbing, and Electrical. 2. Specifications including all addenda and Change Orders. C. Operation and Maintenance Manuals: Submit Final Submittal of Operation and Maintenance Manuals that incorporates the Architect's review comments. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01770 Page 3 CLOSEOUT PROCEDURES D. List of Subcontractors. Include trade, firm name, and individual contact and telephone number. Bound into Warranty and Guarantee Submittal Binders. E. Originals of all Certificates / Building Permits. Bound into Warranty and Guarantee Submittal Binders. Include certificates/permits. F. Additional Stock, Materials, Spare Parts and Tools: Provide as required by individual specification sections. Label with manufacturer's name and model number where applicable. 1. Deliver directly to the Owner 2. Send a copy of the transmittal to the Architect. G. Warranties, Work Guarantees and Bonds. H. Obtain Bonds and Maintenance Agreements 1.6 RECORD DOCUMENT ("AS -BUILT DRAWINGS") SUBMITTALS A. General: Do not use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire-resistant location. Provide access to record documents for the Architect's and the Owner's reference during normal working hours. B. Record Drawings: Maintain a clean, undamaged set of bond copies of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. 2. Mark new information that is important to the Owner but was not shown on Contract Drawings or Shop Drawings. 3. Note related change -order numbers where applicable. 4. Organize record drawing sheets into manageable sets. Bind sets with durable - paper cover sheets; print suitable titles, dates, and other identification on the cover of each set. 5. Submit one set of bond copies to the Architect for review and approval. Upon approval, provide the Owner, through the Architect's Project Manager, with 2 sets of bond copies. C. Maintenance Manuals: Organize Operation and Maintenance (0 & M) data into suitable sets of manageable size. Furnish one complete set in binders and 2 electronic PDF copies of the complete set on compact disks. The complete set will include O&M binder sections One, Two, Three, Four, Five, Six, and Seven. Bind properly indexed data in individual, heavy-duty, 2-inch, 3-ring, vinyl -covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information: COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01770 Page 4 CLOSEOUT PROCEDURES 1. Close Out Checklists (0 & M binder Section One): a. Certificate of Substantial Completion AIA document G704-Electronic Format with: 1) Owner Final Inspection Checklist (Owner's Fuel Facility Installation Oversight Agent's Form) 2) Architect's Punch List 3) Piping manufacturer's installation certification. 4) Leak Detector manufacturer's tank calibration charts. 2. Permits (0 & M binder Section Two). Provide a legible copy of all permits and approvals from AHJ: a. Environmental Health: Department of Public Health Construction Permit b. Air Pollution Permits: Air Pollution Control District Dust Control Plan c. Building Permit d. Electrical Permit e. Sign Permits f. Grading Permit g. Erosion Control Permit h. D.O.T. Permit i. Demolition Permit j. Blasting Permit, if required k. Weights & Measures certification documents for Gasoline Dispensers 3. Final Sign -Offs (0 & M Binder Section Three): Provide a legible copy of all permits and approvals from govemmental agencies: a. Piping Installation Checklist b. Air Pollution Control Board Notice of Completion c. Fire Marshal d. Health Department e. State/City Electrical f. Landscape g. Building Department 1) Building Department Inspection Records 2) Certificate of Final Inspection 3) Certificate of Occupancy 4. Tests (0 & M Binder Section Four): a. Materials testing results and field observations 1) Compressive Tests of Concrete Cylinder 2) Welder Certification and Qualification test results, if applicable 3) Geotechnical Compaction Test Results 4) Geotechnical field inspections MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 01770 Page 5 CLOSEOUT PROCEDURES 5. Manufacturer's Manuals (0 & M Binder Section Five). Equipment Manufacturer Maintenance Manuals/Documents: a. STP (FE Petro typically) installation and owner's manual b. Dispensing Equipment (Gilbarco-typically) manuals for, 1) Dispenser 2) Universal Distribution Box c. Veeder Root Piping Sump Sensor Installation Manual d. Veeder Root 350R Tank Monitor Installation Manual e. Veeder Root Four-Probe/Thermistor Interface Module f. Andi-Allied Installation Guide 6. Warranties (0 & M Binder Section Six): a. Warranties and Bonds 1) Contractor's Warranty 2) All Equipment warranties not already part of the other equipment documents in this manual including warranties for, Dispensers, Veeder Root Tank Monitor, Veeder Root automatic tank probes, Veeder Root sump monitors, Power Integrity Panel, turbines, etc. 7. Other Documents (0 & M binder Section Seven): a. As -built plans b. Photos c. Shop Drawings and Product Data. d. Record Documents (Not in O&M binder but a separate transmittal) e. Any additional Surveys required after construction completion. PART 2 CLEANUP REQUIREMENTS 2.1 CLEANUP A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following deaning operations before requesting certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 01770 Page 6 CLOSEOUT PROCEDURES c. Rake grounds that are neither planted nor paved to a smooth, even -textured surface. d. Remove tools, construction equipment, machinery, and surplus material from Project site. e. Remove snow and ice to provide safe access to facility. f. Clean exposed hard -surfaced finishes to a dirt -free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. h. Sweep concrete floors broom clean. i. Remove labels that are not permanent. j. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. k. Wipe surfaces of mechanical and electrical equipment and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. I. Replace parts subject to unusual operating conditions. m. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency. Replace burned -out bulbs, and those noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures. 2. Leave Project clean and ready for occupancy. END OF SECTION 01770 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02230 CLEARING OF SITE PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes: 1. Stripping topsoil. 2. Removal of miscellaneous site items, including curbs, signage, light poles, and other items as indicated. Salvage and properly store site items indicated to be relocated or reinstalled. 3. Removal of trees, stumps, limbs, roots. 4. Removal of all debris from site. 5. Removal of concrete and asphalt pavement where indicated. 6. Removal of rock and boulders, if applicable. 7. Disconnecting and removing all existing utility lines on the site except those designated to remain. 8. Erosion control including but not limited to street surface clean-up and mud control. 9. Dust control. 1.3 PROJECT SITE INFORMATION A. Project Site Information: A supplemental geotechnical report has been prepared for this Project and is available for information. The report is not part of the Contract Documents. The opinions expressed in this report are those of the geotechnical engineer and represent interpretations of the subsoil conditions, tests, and results of analyses conducted by the geotechnical engineer. Owner will not be responsible for interpretations or conclusions drawn from this data by Contractor. 1. Make additional test borings and conduct other exploratory operations as necessary. 2. Thoroughly review and be familiar with the findings and recommendations outlined in these reports. 3. The supplemental geotechnical report is referenced in Section 02300 "Earthwork" 1.4 QUALITY ASSURANCE A. Provide at least one person who shall be present at all times during execution of this portion of the work, be thoroughly familiar with the type of work being performed and the best methods for its execution and who shall direct all work performed under this section. B. The contractor shall comply with the applicable provisions of all pertinent codes and regulations. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 02230 Page 2 CLEARING OF SITE 1.5 ACTION SUBMITTALS A. Within ten (10) work days after award of contract, Contractor shall submit to Architect a schedule detailing sequence and time of completion of phases of work under this section. 1.6 JOB CONDITIONS A. Use all means necessary to prevent spread of dust during performance of the work of this Section. Thoroughly moisten all surfaces as required to prevent dust from being a nuisance to the public, neighbors, and concurrent performance of other work on the site. Check with local building department for any special requirements. B. On -site buming will not be permitted. C. Use all means necessary to protect existing objects designated to remain, and in the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect at no additional cost to the Owner. PART 2 PRODUCTS 2.1 EXPLOSIVES A. Do not use explosives on this work. 2.2 OTHER MATERIALS A. All other materials not specifically described but required for proper completion of the work of this Section, shall be as selected by the Contractor subject to the approval of the Architect. PART 3 EXECUTION 3.1 PREPARATION A. Limits of work shall be as shown on Drawings. The limits of grubbing shall coincide with the limits of clearing. B. Notify the Architect at least 4 business days prior to commencing the work of this I Section. C. Prior to all work of this Section, the Contractor shall carefully inspect the entire site and verify with the Architect all objects designated to be removed and to be preserved. D. Locate all existing utility lines and determine all requirements for disconnecting and capping. E. Locate all existing active utility lines traversing the site and determine the requirements for their protection. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02230 Page 3 CLEARING OF SITE F. The Drawings do not purport to show all objects existing on the site. G. Schedule all work in a careful manner with all necessary consideration for neighbors and the public. H. Avoid interference with the use of, and passage to and from, adjacent buildings and facilities. I. Before starting site operations, disconnect or arrange for the disconnection of all utility services designated to be removed, performing all such work in accordance with the requirements of the utility company or agency involved. 3.2 STRIPPING TOPSOIL A. Strip topsoils from portions of site within work area and stockpile as required for later use in landscaping areas. Verify thickness from Soils Report. B. Remove excess material from the site and legally dispose. C. Do not mix stripped materials with materials to be used as structural fill. 3.3 REMOVAL A. Remove site improvement items, curbs, gutters, sidewalks, paving, signage, utility lines designated for abandonment, irrigation lines, and all other items designated to be removed or necessary to be removed prior to this work. 3.4 CLEARING AND GRUBBING A. In all holes created by tree removal, fill with clean soil and then compact to the density specified for fills in this section. Do not backfill if subsequent excavation will eliminate the hole. B. Do not backfill holes until inspected and approved by the Soils Engineer. C. Remove all trees (unless designated to remain), stumps, roots over 4 inches (100 mm) in diameter, and matted roots within the limits of work to the following depths below sub -grade: 1. Footings 18 inches (450 mm) 2. Walks 12 inches (300 mm) 3. Roads 18 inches (450 mm) 4. Parking areas 2 inches (50 mm) 5. Lawn areas 8 inches (200 mm) 6. Fills 12 inches (300 mm) 3.5 REMOVAL OF DEBRIS A. Remove all debris from the entire site and dispose of all removed material legally. Leave the site and adjacent roadways in a neat and orderly condition to the approval of the Architect. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02230 Page 4 CLEARING OF SITE 3.6 WATER WELL AND SEPTIC SYSTEM A. Any existing water wells and septic systems found on the site shall be abandoned or removed as required by the Health Department. The Contractor shall obtain permits for such work from the Health Department. 3.7 PROTECTION A. As soon as drainage system is installed, temporary sediment control measures (straw bale barriers) shall be constructed as shown on the Drawings. These shall be maintained throughout construction period. As clearing proceeds, temporary swales shall be constructed as shown and/or as required to direct all site drainage to catch basins. B. Under no circumstances shall sediment -laden water be directed to or allowed to be discharged off -site. All discharge of water off -site shall be through the temporary sediment control measures. END OF SECTION 02230 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02260 EXCAVATION SUPPORT AND PROTECTION PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes excavation support and protection systems. B. Related Sections: 1. Section 01500 "Temporary Construction Facilities" 2. Section 02300 "Earthwork", Section 02530 "Sanitary Sewage System" and Section 02630 "Site Drainage" for excavating and backfilling. 1.3 PERFORMANCE REQUIREMENTS A. Design, provide, monitor, and maintain an anchored and braced excavation support and protection system capable of resisting soil and hydrostatic pressure and supporting sidewalls of excavations. 1. Work includes removing excavation support and protection systems when no longer needed. 2. Prevent surface water from entering excavations by grading, dikes, or other means. 3. Install excavation support and protection systems without damaging existing buildings, pavements, and other improvements adjacent to excavation. 1.4 ACTION SUBMITTALS A. Qualification Data: Submit information describing the firms and persons executing this work to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. B. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining construction and site improvements that might be misconstrued as damage caused by excavation support and protection systems 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer to assume engineering responsibility and perform work of this Section who has specialized in installing excavation support and protection systems similar to those required for this Project and with a record of successful in-service performance. 1.6 PROJECT CONDITIONS A. Existing Utilities: Where existing utilities are indicated on the Drawings, do not MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02260 Page 2 EXCAVATION SUPPORT AND PROTECTION interrupt utilities serving facilities occupied by the Owner or others unless permitted in writing by the Architect and then only after arranging to provide temporary utility services according to requirements indicated. B. Project Site Information: A supplemental geotechnical report has been prepared for this Project and is available for information. The report is not part of the Contract Documents. The opinions expressed in this report are those of the geotechnical engineer and represent interpretations of the subsoil conditions, tests, and results of analyses conducted by the geotechnical engineer. Owner will not be responsible for interpretations or conclusions drawn from this data by Contractor. 1. Make additional test borings and conduct other exploratory operations as necessary. 2. Thoroughly review and be familiar with the findings and recommendations outlined in these reports. 3. The supplemental geotechnical report is referenced in Section 02300 "Earthwork" C. Survey adjacent structures and improvements, employing a qualified professional engineer or surveyor; establish exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. 1. During installation of excavation support and protection systems, regularly resurvey benchmarks, maintaining an accurate log of surveyed elevations for comparison with original elevations. Promptly notify Architect if changes in elevations occur or if cracks, sags, or other damage is evident in adjacent construction. PART 2 PRODUCTS 2.1 MATERIALS A. Materials need not be new but must be in serviceable condition. B. Structural Steel: ASTM A 36 C. Steel Sheet Piling: ASTM A 328 or ASTM A 572 D. Wood Lagging: Lumber, mixed hardwood, nominal rough thickness of 3 inches (75 mm). PART 3 EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards that could develop during excavation support and protection system operations. 1. Shore, support, and protect utilities encountered. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02260 Page 3 EXCAVATION SUPPORT AND PROTECTION B. Install excavation support and protection systems to ensure minimum interference with, roads, streets, walks, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide altemate routes around closed or obstructed traffic ways if required by governing regulations. C. Locate excavation support and protection systems clear of permanent construction and to permit forming and finishing of concrete surfaces. D. Monitor excavation support and protection systems daily during excavation progress and for as long as excavation remains open. Promptly correct bulges, breakage, or other evidence of movement to ensure excavation support and protection systems remain stable. E. Promptly repair damages to adjacent facilities caused by installing excavation support and protection systems. 3.2 SOLDIER BEAMS AND LAGGING A. Install steel soldier piles before starting excavation. Space soldier piles at intervals indicated. Accurately align exposed faces of flanges to vary not more than 2 inches (50 mm) from a horizontal line and not more than 1:120 out of vertical alignment. B. Install wood lagging within flanges of soldier piles as excavation proceeds. Trim excavation as required to install lagging. Fill voids behind lagging with soil, and compact. C. Install wales horizontally at centers indicated and secure to soldier piles. 3.3 SHEET PILING A. Install one-piece sheet piling and tightly interlock to form a continuous barrier. Accurately align exposed faces of sheet piling to vary not more than 2 inches (50 mm) from a horizontal line and not more than 1:120 out of vertical alignment. Cut tops of sheet piling to uniform elevation at top of excavation. 3.4 TIEBACKS A. Tiebacks: Drill for, install, tension, and grout tiebacks into position. Test Toad -carving capacity of each tieback and replace and retest deficient tiebacks. 3.5 BRACING A. Bracing: Locate bracing to clear columns, floor framing construction, and other permanent work. If necessary to move a brace, install new bracing before removing original brace. COSTCO GASOLINE Fuel Facility Expansion 1. Do not place bracing where it will be cast into or included in permanent concrete work, unless otherwise approved by Architect. 2. Install internal bracing, if required, to prevent spreading or distortion of braced MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02260 Page 4 EXCAVATION SUPPORT AND PROTECTION frames. 3. Maintain bracing until structural elements are supported by other bracing or until permanent construction is able to withstand lateral earth and hydrostatic pressures. 3.6 REMOVAL AND REPAIRS A. Remove excavation support and protection systems when construction has progressed sufficiently to support excavation and bear soil and hydrostatic pressures. Remove in stages to avoid disturbing underlying soils and damaging structures, pavements, facilities, and utilities. END OF SECTION 02260 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02300 EARTHWORK PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes excavating, filling, and grading required but is not limited to: 1. Placement, stabilization and compaction of earth at the site 2. Addition and disposal of earth 3. Vermin and vegetation control 4. Rock and concrete removal 1.3 QUALITY ASSURANCE A. Provide at least one person who shall be present at all times during execution of this portion of the work, be thoroughly familiar with the type of work being performed and the best methods for its execution and who shall direct all work performed under this section. B. The Contractor shall comply with the applicable provisions of all pertinent codes and regulations. 1.4 ACTION SUBMITTALS A. Within ten business days after award of contract, Contractor shall submit to Architect a schedule, detailing sequence and time of completion of phases of work under this section.. 1.5 PROJECT SITE INFORMATION A. A supplemental geotechnical report has been prepared for this Project and is available for information only. The opinions expressed in the report are those of the geotechnical engineer and represent interpretations of the subsoil conditions, tests, and results of analyses conducted by the geotechnical engineer. Owner will not be responsible for interpretations or conclusions drawn from this data by Contractor. 1. Make additional test borings and conduct other exploratory operations as necessary. 2. Thoroughly review and be familiar with the findings and recommendations outlined in these reports. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02300 Page 2 EARTHWORK 3. The Geotechnical Engineering Letter Report and Supplemental Geotechnical Recommendations were prepared by: KLEINFELDER 14710 NE 87th Street, Suite 100 Redmond, WA 98052 Contact: Marcus Byers, P.E. Phone: (425) 636-7900 Email: mbyers@kleinfelder.com Project File No.134324 Date of Engineering Letter Report: November 12, 2008 Date of Supplemental Report: July 5, 2013 1.6 INSPECTION BY GEOTECHNICAL ENGINEER A. The Owner will employ a Geotechnical Engineer to perform all required tests of fill and of soil compaction, and for observation of the earthwork. B. Contractor shall notify the Geotechnical Engineer prior to completion of each lift and phase of the work in order to permit him to make tests as required. Samples of all fill materials proposed for use shall be delivered to the Engineer at least 5 business days prior to the time that such materials are expected to be placed in the work. C. No materials shall be placed until receipt of written approval by Geotechnical Engineer of samples. All materials used shall be the same as those in the samples submitted. D. The Geotechnical Engineer shall be considered the Owner/Architect/Engineer's representative on the job during earthwork operations. Fill material, which, in his opinion, does not meet the specification requirements, shall be removed or otherwise corrected as he directs. 1.7 APPROVAL BY GEOTECHNICAL ENGINEER A. The Geotechnical Engineer will inspect the work and submit a written report to the Architect stating whether or not the site and building pad work has been performed in accordance with the Contract Documents and is approved by the Geotechnical Engineer. PART2 PRODUCTS 2.1 FILL MATERIAL, GENERAL A. All fill material shall be subject to approval of the Geotechnical Engineer. B. For approval of imported fill material, notify the Geotechnical Engineer at least 5 business days in advance of intention to import material, designate the proposed borrow areas, and permit the Geotechnical Engineer to sample as necessary from the borrow area for the purpose of performing tests. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02300 Page 3 EARTHWORK 2.2 ON -SITE FILL MATERIAL A. If on -site fill material was allowed by the Geotechnical Report, use only soil or soil -rock mixture which is free from debris, organic matter and other deleterious substance. B. Fill material shall contain no rocks or lumps over 3 inches (75 mm) in greatest dimension with a minimum of 90 percent passing the one inch (25 mm) sieve. The material shall be compacted as specified on the project plans. 2.3 AGGREGATE BASE COURSE UNDER FLOOR SLAB A. Base under floor slabs shall be a 6 inches (150 mm) thick (minimum) crushed, partially crushed, or naturally occurring fractured face granular material from approved sources. B. Plant -mix material in accordance with state standard specifications for road and highway construction, "Aggregates for Ballast and Crushed Surfacing" for 'crushed surfacing' with 3/4 inch (19 mm) maximum grading. C. Aggregate Base shall be stable, and trimmable, and deflect not more than 1/4 inch (6 mm) under a loaded ready -mix truck. 2.4 IMPORTED FILL MATERIAL A. All imported fill material shall meet the requirements described above and shall, in addition, be of granular nature with sufficient binder to form a firm and stable unyielding sub -grade. The material shall be compacted as specified on the project plans. B. Clay soils will not be acceptable. C. All imported fill soil shall be non -expansive with a maximum of 8 percent passing the 200 sieve. 2.5 OTHER MATERIALS A. All other materials not specifically described but required for proper completion of the work of this Section, shall be as selected by the Contractor subject to the approval of the Geotechnical Engineer. PART 3 EXECUTION 3.1 GENERAL A. Prior to all work of this Section, Contractor shall become thoroughly familiar with the site, site conditions, and all portions of the work falling within this Section. B. Do not allow or cause any of the work performed or installed to be covered up or enclosed by work of this Section prior to all inspections, tests, and approvals. C. Should any of the work be so enclosed or covered up before it has been approved, Contractor shall uncover all such work at no additional cost to the Owner, if so directed MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02300 Page 4 EARTHWORK by the Architect. D. Keep active utilities intact and in continuous operation, street drains and sewers open for free drainage at all times. E. Carefully maintain benchmarks, monuments, and other reference points. If disturbed or destroyed, replace as directed by the Architect at no additional cost to the Owner. F. Protect persons and property from damage and discomfort caused by dust. Water as necessary to quell dust. G. Protect streets and adjacent property throughout the operations. Enclose all open excavation with a 4-foot (1200 mm) high temporary fence. H. All underground installation of pipes, cables, etc. in the area to be asphalt paved shall be completed prior to placement of the asphalt paving. I. Allow no debris to accumulate in structures or on the site. Haul excess material and debris away from site and dispose of legally and as required by applicable Federal and State regulations and by authorities having jurisdiction at no additional cost to the Owner. Dispose of excess earth material on the site as directed by the Architect at no additional cost to the Owner. 3.2 FINISHED ELEVATIONS AND LINES A. For setting and establishing finish elevations and lines, secure the services of a licensed land surveyor acceptable to the Architect. Carefully preserve all data and all monuments set by the surveyor and, if displaced or lost, immediately replace to the approval of the Architect and at no additional cost to the Owner. B. Finished elevation grade stakes and any other surveying necessary for the layout of the work is the responsibility of the Contractor. The Contractor shall conduct his operations in such a manner that survey stakes will be protected as long as their need exists. Finished grade stakes, if damaged or stolen, shall be replaced by the surveyor at the General Contractors expense. 3.3 GRADING A. Uniformly grade areas to a smooth surface, free from irregular surface and grade/slope changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Provide constant gradients between given elevations unless otherwise noted or for a specific reason. 3. All areas shall drain with flow lines and shall be free of depressions which permit water to stand. Slope to drains where provided. 4. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Slope grades to direct water away from structures and to prevent ponding. Finish sub - grades to required elevations within the following tolerances: MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02300 Page 5 EARTHWORK 1. Lawn or Unpaved Areas: Plus or minus 1 inch (25 mm). 2. Walks: Plus or minus 1/4 inch (6 mm). 3. Pavements: Plus or minus 1/4 inch (6 mm). C. Where grades are not specifically indicated on Drawings, establish grades as follows: 1. Slab Areas: Grade to underside of Aggregate Base Course under slab. 2. Paving, Walks and Other Surfaced Areas: Grade to underside of surfacing and base material. 3. Planting Areas: Grade to contours as indicated on the grading drawing, allowing for landscape planting soil. See Landscape Specifications for planting soil depths. 3.4 EXCAVATING A. Excavate to lines and grades and within the tolerances specified. Remove rocks, boulders, and other obstructions, and dispose of legally, at no additional cost to the Owner. B. Where depressions result from or have resulted from the removal of surface or subsurface obstructions, open the depression to equipment working width and remove all debris and soft material as directed by the Geotechnical Engineer. C. Excavate to grades indicated on the Drawings. D. On cut banks, neatly trim to the required finish surface as the cut progresses. As an alternative, the Contractor may leave the cuts full and then finish grade by mechanical or hand equipment to produce the finish surfaces as indicated on the Drawings. E. Excavate for work indicated on drawings or specified in whatever material encountered. No extra will be paid for removal of rock, hardpan, or any other material. 3.5 PREPARATION OF SUBGRADE A. During unfavorable weather, the soil could approach or exceed the optimum moisture content, making it difficult or impossible to obtain proper compaction, therefore, do not place, spread or roll fill materials during unfavorable weather conditions. B. Do not resume operations until moisture content and fill density are satisfactory to the Geotechnical Engineer. C. Provide berms or channels to prevent flooding of subgrade. Promptly remove all water collecting in depressions. D. Where soil has been softened or eroded during the course of the work, remove all damaged areas and recompact as specified for fill and compaction at no cost to the Owner. E. Provide, and maintain at all times during construction, ample means and devices with which to promptly remove and dispose of all water from every source entering the excavations or other parts of the work. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02300 Page 6 EARTHWORK F. Dewater by means which will ensure dry excavations and the preservation of the final lines and grades at bottoms of excavations. G. All debris, vegetation, and other perishable materials shall be removed from the job site. The area to be paved shall be rough graded to within ±0.10 feet (3 mm) and all excess material removed from the location of the work. H. Install drainage swale along entire length and width of property to keep surface water from running onto construction site. Drain by gravity or mechanical means. I. Areas inaccessible to power rollers or areas that cannot be compacted properly with power rollers shall be compacted with vibratory compactors, or other suitable mechanical means which produce a firm foundation for the pavement structure. J. Cut or fill side slopes shall not exceed 2H:1 V, unless otherwise indicated on the drawings and approved by the local building authority. K. Keep earth under footings and slabs dry and free from frost. Should bearing surfaces be softened by water or frost, re -excavate to solid bearing and fill with concrete or compacted gravel at no additional cost to the Owner. 3.6 COMPACTION OF SOIL BACKFILLS AND FILLS A. Place backfill and fill soil materials in layers not more than 8 inches (200 mm) in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand -operated tampers. B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. C. Unless otherwise indicated on the drawings, compact backfill and fill soil materials to the following percentages of maximum dry unit weight according to ASTM D 1557 (Modified Proctor): 1. Under structures, slabs, walkways, steps, and pavements: a. Scarify and re -compact top 12 inches (300 mm) of existing sub -grade to 95 percent, b. Compact each layer of backfill or fill soil material to 95 percent of ASTM D 1557 maximum dry density for full depth of fill. 2. For utility trenches, compact each layer of initial and final backfill soil material at 92 percent. 3. Under landscaping and unpaved areas, scarify and re -compact top 6 inches (150 mm) below subgrade and compact each layer of backfill or fill soil material to minimum 90 percent. 3.7 AGGREGATE BASE COURSE UNDER SLAB A. Place in lifts not exceeding 6-inch (150-mm) thickness. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 02300 Page 7 EARTHWORK 1. Use laser grading methods to assure flat and level aggregate base course placement. B. Compact lifts to 95 percent of ASTM D 1557 maximum dry density. Proof -roll the entire area under slabs. C. Leave aggregate base as a stable, trimmable pad that will deflect not more than 1/4 inch (6 mm) under a loaded ready -mix truck. 3.8 INADEQUATE SOIL CONDITIONS A. The adequacy of all soil bearing values shall be determined by the Geotechnical Engineer. Should soil of inadequate density and bearing capacity be encountered at the elevations shown on the Drawings, and where new fill is to be placed upon loose existing fill material exposed by excavation, carry the excavation to the depth required to attain soil of bearing quality as determined by the Geotechnical Engineer. B. Owner reserves right to order soil compaction tests made to verify that fill compaction is adequate and meets specified levels. The decision of the Geotechnical Engineer in disputed cases shall be final and the Contractor shall be responsible for remedial measures required, at no additional cost to the Owner. COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 02300 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 02300 Page 8 EARTHWORK (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 02530 SANITARY SEWAGE SYSTEM PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes underground pipes, manholes and side sewers. 1.3 QUALITY ASSURANCE A. Provide at least one person who shall be present at all times during execution of this portion of the work, be thoroughly familiar with the type of materials being installed and the best methods for their installation and who shall direct all work performed under this section. B. Comply with the applicable provisions of all pertinent codes and regulations. References made herein for manufactured materials and installation refer to "Standard Specifications for Municipal Public Works Construction" prepared by State Chapter American Public Works Association and "Standard Specifications for Sanitary Sewers", as prepared by and for the sewer District and subsequently referred to as "Standards". C. Obtain encroachment permits from the appropriate Authority Having Jurisdiction (AHJ) for all work within the public right-of-way. All work shall comply with the Standard Specifications of the AHJ. 1.4 ACTION SUBMITTALS A. Submittals shall be as required by the AHJ. 1.5 PRODUCT HANDLING A. Use all means necessary to protect the materials of this Section, before, during and after installation and to protect the installed work and materials of all other trades. B. In the event of damage, immediately make all repairs and replacements necessary to the approval of the AHJ Representative and the Engineer of Record (EOR), or replaced at no additional cost to the Owner. 1.6 SHORING A. Design, provide, monitor, and maintain an anchored and braced excavation support and protection system capable of resisting soil and hydrostatic pressure and supporting sidewalls of excavations. COSTCO GASOLINE Fuel Facility Expansion 1. Include removing excavation support and protection systems when no longer needed. 2. Prevent surface water from entering excavations by grading, dikes, or other means. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02530 Page 2 SANITARY SEWAGE SYSTEM 3. Install excavation support and protection systems without damaging existing buildings, pavements, and other improvements adjacent to excavation. B. Do all work in accordance with Division 2 Section "Excavation Support and Protection", and in compliance with the state labor codes, observing the more stringent requirements of the two. C. Do the following in advance of excavation or trenching: 1. Submit a detailed plan to the Architect showing the design of shoring, bracing, sloping, and other provisions to be made for worker protection from the hazards of caving during excavation and trenching. 2. Apply for and obtain all necessary and required permits in accordance with the state labor codes. PART2 PRODUCTS 2.1 PIPE A. Size pipe as indicated on the Drawings and as specified in the Standards. B. Side sewer connections to the proposed buildings sizes are indicated on the Drawings. 1. Cast iron, concrete, vitrified clay, ABS conforming to ASTM D2661, or PVC SDR 35. 2. PVC shall conform to ASTM D1785, ASTM D3033, or ASTM D3034, latest revision and as approved by the "Standards." 2.2 MANHOLES A. Manholes shall conform to the AHJ Standards. 2.3 OTHER MATERIALS A. All other materials, not specifically described but required for proper completion of the work of this Section, shall be as selected by the Contractor subject to the approval of the AHJ representative and Engineer of Record (EOR). PART 3 EXECUTION 3.1 GENERAL A. Prior to all work of this Section become thoroughly familiar with the site, site conditions, and all portions of the work falling within this Section. B. Do not allow or cause the work performed or installed to be covered up or enclosed by work of this Section prior to all inspections, tests, and approvals. C. Should the work be so enclosed or covered up before it has been approved, uncover all such work as required by the AHJ or Engineer, at no additional cost to the Owner. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02530 Page 3 SANITARY SEWAGE SYSTEM D. Connect the building sewer to the site sanitary sewer system. 3.2 SURFACE DRAINAGE A. Maintain necessary drainage, de -watering, pumping and temporary ditching until completion of work. 3.3 STAKING A. For setting and establishing elevations and lines, secure the services of a licensed land surveyor acceptable to the Architect. Carefully preserve all data and all monuments set by the surveyor and, if displaced or lost, immediately replace to the approval of the Architect and at no additional cost to the Owner. B. All flow lines shall be staked at intervals of 25 feet (7.6 m) maximum. Laser Tight in lieu of grade stakes is acceptable. 3.4 UTILITIES A. Protect active utilities encountered; notify persons responsible for same. 3.5 FIELD LOCATION DRAWING A. Submit a utilities shop drawing to the Architect for review if lines are changed from drawings, prior to their installation. B. As -built drawings shall be submitted to the Architect for all utility lines at the completion of the project. 3.6 TESTING A. Notify the AHJ and the Architect upon beginning work on the Sanitary Sewer. B. Complete all testing and inspections required by the AHJ. C. Side sewers shall be tested and inspected for acceptance by the AHJ and the Architect. 3.7 CLEAN-UP A. Upon completion of the work of this Section, remove all rubbish, trash, and debris resulting from operations. B. Remove surplus equipment and tools. C. Leave the site in a neat and orderly condition acceptable to the Owner's representative. END OF SECTION 02530 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02530 Page 4 SANITARY SEWAGE SYSTEM (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 02630 SITE DRAINAGE PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. The Section includes underground pipes, manholes, catch basins, and distribution system for the collection and release of storm water. 1.3 QUALITY ASSURANCE A. Provide at least one person who shall be present at all times during execution of this portion of the work, be thoroughly familiar with the type of materials being installed and the best methods for their installation and who shall direct all work performed under this section. B. Comply with the applicable provisions of all pertinent codes and regulations. References made herein for manufactured materials and installation refer to "Standard Specifications for Municipal Public Works Construction" prepared by State Chapter American Public Works Association, and "Standard Specifications for Storm Sewers", as prepared by and for the sewer District and subsequently referred to as "Standards". C. Obtain encroachment permits from the appropriate Authority Having Jurisdiction (AHJ) for all work within the public right-of-way. All work shall comply with the Standard Specifications of the AHJ. 1.4 ACTION SUBMITTALS A. Submittals shall be as required by the AHJ. 1.5 PRODUCT HANDLING A. Use all means necessary to protect the materials of this Section, before, during and after installation and to protect the installed work and materials of all other trades. B. In the event of damage, immediately make all repairs and replacements necessary to the approval of the AHJ Representative and the Engineer of Record (EOR), or replaced at no additional cost to the Owner. 1.6 SHORING A. Design, provide, monitor, and maintain an anchored and braced excavation support and protection system capable of resisting soil and hydrostatic pressure and supporting sidewalls of excavations. COSTCO GASOLINE Fuel Facility Expansion 1. Include removing excavation support and protection systems when no longer needed. 2. Prevent surface water from entering excavations by grading, dikes, or other MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02630 Page 2 SITE DRAINAGE means. 3. Install excavation support and protection systems without damaging existing buildings, pavements, and other improvements adjacent to excavation. B. Do all work in accordance with Section 02260 "Excavation Support and Protection", and in compliance with the state labor codes, observing the more stringent requirements of the two. C. Do the following in advance of excavation or trenching: 1. Submit a detailed plan to the Architect showing the design of shoring, bracing, sloping, and other provisions to be made for worker protection from the hazards of caving during excavation and trenching. 2. Apply for and obtain all necessary and required permits in accordance with the state labor codes. PART 2 PRODUCTS 2.1 STORM SEWER PIPING, CONNECTIONS, AND STRUCTURES A. Piping and Pipe Joint Materials: Use piping and pipe joint materials indicated on the drawings and storm drainage notes. 2.2 OIL AND WATER SEPARATOR A. Precast, polymer -concrete drainage specialty units. 1. Construct using polymer -concrete body with interior baffle and steel support channels and steel -plate covers. 2. Product, Size, and Capacity: As indicated on Civil Drawings. 2.3 TRENCH DRAIN A. ACO Polymer Products, Inc., 12080 Ravenna Road, P.O. Box 245, Charden, OH 44024, ph: (800) 543-4764 or (440) 285-7000, fax: (440) 285-7005, http://www.acousa.com/. 1. K100S pre -sloped channel with integral galvanized steel edge rails. 2. No. 461 slotted ductile iron "Quicklok" grates. 3. Where required for accessibility, Type 478Q slotted ductile iron "QuickLok" grates. 4. 600 Series Catch Basin, including a No. 614 Long Base Unit and a No. 610 Top Unit with ductile iron grate and frame. B. ABT, Inc., P.O. Box 837, 259 Murdock Road, Troutman, NC 28166, ph: (800) 438-6057 or (704) 528-9806, fax: (704) 528-5478, www.abtdrains.com. 1. "Polydrain" pre -sloped channel. 2. No. 512AF slotted ductile iron grates and frames. 3. Where required for accessibility, Type 514AF slotted ductile iron "QuickLok" grates. 4. No. 610 Catch Basin, with a No. 614 ductile iron grate and frame. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 02630 Page 3 SITE DRAINAGE PART 3 EXECUTION 3.1 GENERAL A. Prior to all work of this Section become thoroughly familiar with the site, site conditions, and all portions of the work falling within this Section. B. Do not allow or cause any of the work performed or installed to be covered up or enclosed by work of this Section prior to all inspections, tests, and approvals. C. Should any of the work be so enclosed or covered up before it has been approved, uncover all such work at no additional cost to the Owner. 3.2 DRAINAGE CONNECTIONS A. Install storm sewer and extend piping to drain from catch basins, roof drain systems, canopy roof drain piping, and where otherwise required for a complete system to collect and release storm water. 3.3 TRENCHING AND BEDDING A. Trench width, depth and bedding as required by AHJ. 3.4 BACKFILL A. Properly backfill and compact all utility trenches. Backfill material outside the building shall consist of native soils or soils recommended in the Soils Report, compacted in lifts not exceeding 8 inches (200 mm) in loose thickness. B. Compaction shall be 95 percent of ASTM D-1557 maximum dry density at a minimum moisture content of 2 percent above the optimum. Interior backfill shall consist of imported fill or lime treated soils compacted in 8-inch (200 mm) loose lifts to 95 percent of ASTM D-1557 maximum dry density at or above optimum moisture. C. If granular import material is used as trench exterior backfill, then a zone at least 10 feet (3 m) in length where the utility trench crosses the building line shall be backfilled with native material. Import material shall be subject to the approval of the Soils Engineer. D. Care shall be taken to insure that all rocks larger than 2 inches (50 mm) shall be at least 4 inches (100 mm) from the pipe. E. Jetting or flooding will not be permitted. 3.5 SURFACE DRAINAGE A. Maintain necessary drainage, dewatering, pumping and temporary ditching until completion of work. 3.6 STAKING COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02630 Page 4 SITE DRAINAGE A. For setting and establishing elevation grade stakes and other surveying necessary for layout, Contractor shall secure the services of a licensed land surveyor acceptable to the Architect. Contractor shall carefully preserve all data and monuments set by the surveyor and, if displaced or lost, shall immediately replace to the approval of the Architect at no additional cost to the Owner. B. All flow lines shall be staked at intervals of 25 feet (7.6 m) maximum. Laser light in lieu of grade stakes is acceptable. 3.7 UTILITIES A. Protect active utilities encountered; notify persons responsible for same. 3.8 FIELD LOCATION DRAWING A. Prior to installation, submit a utilities shop drawing to the Architect for review if lines are to be changed from drawings. B. As -built drawings shall be submitted to the Architect for all utility lines at completion of project. Built 3.9 CLEAN-UP A. Upon completion of the work of this Section, remove all rubbish, trash, and debris resulting from operations. Remove surplus equipment and tools. Leave the site in a neat and orderly condition acceptable to the Architect. END OF SECTION 02630 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02741 ASPHALT PAVEMENT AND SURFACING PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Onsite paving shall conform with the following requirements; deviations shall only be allowed with written approval from Costco Construction. The asphalt binder oil shall be Performance Grade (PG) asphalt cement as specified herein. The (PG) binder oil grade shall be verified with the Geotechnical Report for the project. B. This work shall consist of one single lift of dense, fine graded, plant -mixed asphalt concrete to produce a very smooth, uniform completed surface that is free from rock pockets and aggregate segregation, providing "void free" appearance and texture. When approved to be placed in multiple lifts, any additional costs shall be the responsibility of the contactor with no additional compensation from the owner. C. Asphalt concrete shall be dense fine -graded in conformance with Information Series (IS) 128 by the National Asphalt Pavement Association, and shall be composed of asphalt and aggregate, which shall be mixed in the proportions to provide a uniform, homogeneous, stable and workable mixture meeting the following specifications. 1.3 ACTION SUBMITTALS A. Job -Mix Design (JMD): For every paving project, the contractor shall submit a mix design for review and approval by the Costco's consultant at least 45 days prior to the scheduled production and lay down of the asphalt mix. Job Mix Designs should demonstrate proposed mixes are capable of complying with the requirements of these specifications. The costs associated with developing Job -Mix Designs until one is accepted by the Owner shall be at the Contractor's expense with no additional compensation. 1. The design mix submittal shall be formatted as indicated in the Asphalt Institute Manual MS-2, the "Marshall Stability Method"; and shall include: a. Name/type/identification of mix. b. Source and grade of asphalt cement and admixtures. c. Source and description of aggregates and mineral fillers. d. Gradation, bulk specific gravity, and absorption of each aggregate bin size. e. The percentage of each bin size used in the Job Mix Design, the combined aggregate gradation and the combined aggregate bulk and effective specific gravities. f. Aggregate quality test results for all aggregate and verifying compliance with the soundness and other requirements of ASTM D 692 and D 1073. g. Plotted mix property curves showing the following mix properties a 5 different asphalt cement contents: unit weight, Marshall stability and flow, percent of voids, percent void filled, and percent voids in mineral aggregates. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Street Address WAREHOUSE MG2 # XX-XXXX-XX TWGas02741_2014-01-06.doc City, State Zip Code MASTERS As of 09/01/2013 SECTION 02741 Page 2 ASPHALT PAVEMENT AND SURFACING h. Recommended asphalt cement content recommended for the JMD, which shall result in a mix meeting all properties specified herein and have 4 percent air voids. i. The submittal shall list the following mix properties at the JMD recommended asphalt cement content: 1) Stability, Ibs ASTM D 1559 2) Flow, 0.01 inches ASTM D 1559 3) Unit Weight, pcf ASTM D 1188, ASTM D 2726 4) Air Voids, percent (%) Asphalt Institute MS-2 5) Voids Filled with Asphalt (VFA) percent (%) MS-2 6) Voids in Mineral Aggregate (VMA) percent (%) MS-2 Table 5.3 7) Measured Maximum Specific Gravity of the Mix ASTM D 2041 8) Combined Aggregate Bulk Specific Gravity (ASTM C 127 and C128) . MS-2 9) Combined Aggregate Effective Specific Gravity MS-2 10) Effective Asphalt Content, percent (%) MS-2 11) Mixing Temperature Ranges MS-2 12) Compaction Temperature Ranges MS-2 13) Tensile Strength Ratio (TSR) ASTM D 4867 1.4 WARRANTY A. The contractor shall provide the owner with a two-year warranty after date of acceptance, for the asphalt paving. Warranty shall cover defects related to the product, and the installation of the paving. PART 2 PRODUCTS 2.1 AGGREGATES A. General: Provide a dense fine -graded aggregate gradation conforming to the National Asphalt Paving Association (NAPA) document IS 128. 1. No RAP (recycled asphalt particles or reclaimed asphalt pavement) is allowed. 2. Asphalt for surface/wearing courses shall have a maximum 1/2-inch (12 mm) aggregate, with a maximum of 3 percent retained on the 1/2-inch (12 mm) sieve. 2. Minimum of 90 percent passing the 3/8-inch sieve. B. Coarse Aggregate: Sound, angular crushed stone or gravel, complying with ASTM D 692. 1. Minimum of 40 percent passing the #8 (2.36 mm) sieve. C. Fine Aggregate: Sharp -edged natural sand or sand prepared from crushing stone or gravel complying with ASTM D 1073. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Street Address WAREHOUSE MG2 # XX-XXXX-XX TWGas02741_2014-01-06.doc City, State Zip Code MASTERS As of 09/01/2013 SECTION 02741 Page 3 ASPHALT PAVEMENT AND SURFACING 1. Limit natural sand content to a maximum of 20 percent by weight of the total aggregate mass. 2.2 ASPHALT CONCRETE A. Asphalt Cement: Asphalt cements shall be Performance Grade (PG) binder oil per ASTM D 6373. The PG binder oil (temperature) grade required should be confirmed with the Geotechnical Report and shall be based on the Federal Highway Administration's LTPPBind program (version 2.1 or most recent edition) to provide the following: 1. The high -end temperature rating shall be one grade above the 98 percent Reliability, to account for the finer aggregate gradation and slow/stopped traffic speeds. 2. The low -end temperature rating shall provide a minimum 90 percent Reliability. 3. Where the difference between the high and low temperature grades requires the addition of a polymer additive, the cost of necessary modifications to the mix and additional polymer shall be provided at no additional cost to Owner. B. Tack Coat: Where indicated, emulsified asphalt applications shall meet the requirements of ASTM D 977, and local codes as applicable. C. Hot -Mix Asphalt for Onsite Paving: Provide a plant -mixed, dense, fine -graded, hot -mix asphalt designed in accordance with the procedures outlined as follows: 1. Provide a dense fine -graded mix complying with the composition, grading, and tolerance requirements of ASTM D 3515 and IS 128 for the following maximum aggregate sizes: a. Asphalt Surface Course: 1/2 inch (12 mm) maximum with a minimum of 97 percent passing the 1/2 inch (12 mm) sieve. b. Minimum of 90 percent passing the 3/8-inch sieve. c. Minimum of 40 percent passing the #8 sieve. 2. Provide hot -mix asphalt for onsite paving meeting the following criteria: a. 50-Blows each face of Marshall Specimen b. Air Voids - 3 to 5 percent c. Aggregate Size — Fine -graded (per NAPA IS-128) d. Voids in Mineral Aggregate (VMA) Percentage - MS-2 Table 5.3 e. Voids Filled with Asphalt (VFA) Percentage - 65-78 percent f. Tensile Strength Ratio (TSR) — 80 percent Minimum g. Asphalt (PG Graded) Binder - (PG) 64-16 h. Marshall stability, 1500 pounds minimum i. Marshall flow, 0.01 inches, 8 to 18 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Street Address WAREHOUSE MG2 # XX-XX)O(-)X TWGas02741_2014-01-06.doc City, State Zip Code MASTERS As of 09/01/2013 SECTION 02741 Page 4 ASPHALT PAVEMENT AND SURFACING 2.3 AGGREGATE BASE A. Dense graded mixture of natural or crushed gravel or stone, and natural or crushed sand, ASTM 2940, with at least 90 percent passing a 1-1/2 inch (38 mm) sieve and not more than 12 percent passing a No. 200 sieve. B. When approved by the Owner, asphalt treated base (ATB) shall be allowed with no additional compensation. PART 3 EXECUTION 3.1 SURFACE PREPARATION A. General: Immediately before placing asphalt materials, remove loose and deleterious material from substrate surfaces. Ensure that prepared sub -grade is ready to receive paving. 1. Sweep loose granular particles from surface of unbound -aggregate base course. B. Herbicide Treatment: Apply herbicide according to manufacturer's recommended rates and written application instructions. C. Tack Coat: Dilute the emulsion with equal parts of water. Apply uniformly to surfaces of existing pavement at a rate of 0.05 to 0.15 gal./sq. yd. and allow to cure. 1. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillage and clean affected surfaces. 2. Prohibit traffic from traversing tack -coated area. 3. Apply tack coat only to area to be paved during that work day. 3.2 AGGREGATE BASE INSTALLATION A. Aggregate base shall be placed per the following: 1. When thickness of compacted base is 8 inches (200 mm) or Tess, place materials in a single layer. 2. When thickness of compacted base exceeds 8 inches (200 mm), place materials in equal layers, with no layer more than 8 inches (200 mm) thick or less than 4 inches (100 mm) thick when compacted. 3. Aggregate base material shall be crushed stone or gravel resulting from the artificial crushing of rocks, boulders, or large cobblestones with the resulting particles having a minimum of 85 percent fractured (on 2 faces). 4. Aggregate base material shall be approved by Costco's Geotechnical Engineer prior to placement. B. Aggregate base shall be compacted to the thickness indicated on the paving drawing at near optimum moisture and to at least 95 percent of ASTM D 1557 maximum dry density. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Street Address WAREHOUSE MG2 # XX-XXXX-XX TWGas02741_2014-01-06.doc City, State Zip Code MASTERS As of 09/01/2013 SECTION 02741 Page 5 ASPHALT PAVEMENT AND SURFACING 3.3 HOT -MIX ASPHALT PLACEMENT A. Machine place hot -mix asphalt mix on prepared base surface, spread uniformly, and strike off. Regulate paver machine speed to obtain a smooth (tight -mat), continuous surface free of pulls, bumps and tears in asphalt -paving mat. 1. Place hot -mix asphalt in one single lift. Maximum lift of asphalt surface course shall be 4 inches (100 mm) compacted thickness. 2. Spread and compact asphalt mix with the temperature range specified on the approved Job Mix Design Submittal. 3. Begin applying mix along centerline of crown(s) and along the high side of one- way slopes, unless otherwise indicated. C. Place paving in consecutive strips not Tess than 10-feet (3-m) wide, except where infill edge strips of a lesser width are required. 1. After first strip has been placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete asphalt base course for a section before placing asphalt surface course. D. Place asphalt mix by hand to areas inaccessible to equipment in a manner that prevents segregation of the mix. Place each course to required grade, cross section and thickness, when compacted. E. Promptly correct surface irregularities in paving course behind paver. Use suitable hand tools to remove excess material from forming "high" spots. Fill depressions with hot -mix asphalt and prevent segregation of the mix; use suitable hand tools to smooth surface. 3.4 JOINTS A. Construct joints to ensure continuous bond between adjoining paving sections. Construct joints free of depressions with same texture and smoothness as other sections of hot -mix asphalt course. 1. Clean contact surfaces and apply tack coat. 2. Offset longitudinal joints in successive courses a minimum of 6 inches (150 mm). 3. Offset transverse joints in successive courses a minimum of 24 inches (600 mm). 4. Construct transverse joints by bulkhead method or sawed vertical face method as described in Asphalt Institute's "The Asphalt Handbook". 5. Compact joints as soon as hot -mix asphalt will bear roller weight without excessive displacement, and complete compaction to the specified density before the minimum compaction temperature specified in the JMD is reached. 6. Compact asphalt at joints to a density within 2 percent of specified course density, but no less than 92 percent of the Maximum Theoretical Specific Gravity, per ASTM D2041. M ULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Street Address WAREHOUSE MG2 # XX-XXXX-XX TW Gas02741_2014-01-06.doc City, State Zip Code MASTERS As of 09/01/2013 SECTION 02741 Page 6 ASPHALT PAVEMENT AND SURFACING 3.5 COMPACTION A. General: Begin compaction as soon as placed hot -mix paving will bear roller weight without excessive displacement. In areas inaccessible by rollers, compact hot -mix paving with a hot, hand tampers or vibratory -plate compactors. 1. Complete compaction before mix temperature cools to Tess than the minimum temperature specified in the approved Job Mix Design Submittal. B. Breakdown Rolling: Accomplish breakdown (or initial) rolling immediately after rolling joints and outside edge. Examine surface immediately after breakdown rolling for indicated smoothness, crown and grade. Repair surfaces by loosening displaced material, filling with hot -mix asphalt, and re -rolling to required elevations and density. C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling, while hot -mix asphalt is still within the approved Job Mix Design specified compaction temperature range. Continue rolling until hot -mix asphalt course has been uniformly compacted to the required density. D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot -mix asphalt is still warm. E. Edge Shaping: While surface is being compacted and finished, trim edges of pavement to proper alignment. Bevel edges while still hot, with back of rake or smooth iron. Compact thoroughly using tamper or other satisfactory method. F. Repairs: Remove paved areas that are defective, contaminated with foreign materials, or rejected due to surface coarseness or smoothness. Remove paving course over area affected and replace with new, hot -mix asphalt. Compact by rolling to specified density and surface smoothness. G. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. Erect barricades to protect paving from traffic until paving has adequately cooled. Repair all damaged areas. H. Density: Compare density of in -place materials for each lot and sublot against ASTM D 2041 maximum specific gravity for the mix. Minimum acceptable density of in -place material shall be: 1. Average Density of Lot: 94 to 97 percent of maximum theoretical density determined by ASTM D 2041. 2. Minimum Density, any individual test: 92 percent of maximum theoretical density according to ASTM D 2041. 3. Maximum Density, any individual test: 98 percent of maximum theoretical density according to ASTM D 2041. 3.6 FINISHED PAVEMENT SURFACES A. Examine finished surface and verify "tight -mat" finish per Costco's requirements and expectations, and verify conformance with Owner, or owner's representative. Open graded (porous) finished surfaces or areas with rock pockets or segregated material will not be accepted. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Street Address WAREHOUSE MG2 # xx-xxxx-xx TWGas02741_2014-01-06.doc City, State Zip Code MASTERS As of 09/01/2013 SECTION 02741 Page 7 ASPHALT PAVEMENT AND SURFACING 1. The completed asphalt pavement surface shall be thoroughly compacted, smooth, and free from ruts, humps, depressions, irregularities, rock pockets, coarse aggregate and roller marks. Areas of handwork at joints and miscellaneous structures shall match the smooth surface texture of all other areas of new pavement. 2. Finished paved surface shall be uniform, clean and smooth, with no ponding, pooling or "birdbaths". Paved surfaces containing "birdbaths" will not be accepted and will be replaced and/or repaired by the Contractor, at no additional cost to the Owner. Patching will not be acceptable. 3.7 INSTALLATION TOLERANCES A. Thickness: Compact each course to produce the thickness indicated with the following tolerances: 1. Aggregate Base Course: Plus or minus 1/2 inch (12 mm). 2. Asphalt Surface Course: Plus 1/4 inch (6 mm), no minus. B. Surface Smoothness: Compact each course to produce a surface smoothness within the following tolerances as determined by using a 10-foot straight edge applied transversely or longitudinally to paved areas: 1. Aggregate Base Course: 1/4 inch (6 mm) 2. Asphalt Surface Course: 1/8 inch (3 mm) C. Final pavement surface (roughness) acceptance shall by the Owner or the Owner's representative. 3.8 FIELD QUALITY ASSURANCE A. Testing Agency: The contractor shall be responsible for coordinating paving activities with the owner's testing agency to allow field inspection and testing in conformance with these specifications. 1. The testing agency shall prepare daily test reports, and state in each report whether the tested work complies with the specified requirements. Any additional testing required to verify compliance of corrected work shall be at the contractor's expense. B. Thickness: In -place compacted thickness of hot -mix asphalt will be determined in accordance with ASTM D 3549. C. Surface Smoothness: Finished surface of each hot -mix asphalt course shall be tested for compliance with smoothness tolerances, and shall include a "visual" inspection of the asphalt pavement surface by the Owner or the Owner's representative. D. Quality Assurance Testing: For the purpose of Quality Assurance Testing and Acceptance Evaluation, the HMA paving work shall be divided into Tots and sublots. A lot will be equal to the quantity of paving completed in one working day. MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Street Address WAREHOUSE MG2 # XX-XXXX-XX TWGas02741_2014-01-06.doc City, State Zip Code MASTERS As of 09/01/2013 SECTION 02741 Page 8 ASPHALT PAVEMENT AND SURFACING 1. For each lot, a sample of HMA will be obtained in accordance with ASTM D 3665 random sampling procedure by the Owner's testing agency and following mix properties determined: a. Asphalt Cement Content, percent (%) ASTM D2172. b. Aggregate Gradation, ASTM C136 and C 117. c. Maximum Specific Gravity, ASTM D 2041. 2. For the first lot of the project and every third lot thereafter, the following additional properties shall be determined: a. Marshall Stability, lbs., ASTM D1559. b. Marshall Flow, 0.8/inch, ASTM D1559. c. Air Voids, percent (%), Asphalt Institute MS-2. d. Voids Filled, percent (%), Asphalt Institute MS-2. e. Voids in Mineral Aggregate, percentage (%), Asphalt Institute MS-2. 3. One location within each sublot shall be randomly selected using ASTM D 3665 procedures for density testing. Two cores shall be obtained at each location and their density determined in accordance with ASTM D 3665a do their thicknesses determined in accordance with ASTM D 3549. The density and thickness for each location shall be the average of the two core samples. The compaction of each sublot shall be the percentage of the average density for the sublot compared to the maximum density of the sample lot determined in accordance with ASTM D 2041. E. Acceptance Evaluation: 1. The HMA paving for a lot is acceptable if the asphalt cement content is within 0.3 percent of the JMF recommended asphalt content, the aggregate gradation and mix properties meet the requirements of these specifications (or agency requirements for off -site paving), the average compaction for all sublots is 94 percent, with no sublot compaction less than 92 percent or greater than 98 percent (or agency compaction requirements for off -site paving). F. Remove and replace, or install additional hot -mix asphalt where test results or measurements indicate that it does not comply with specified requirements, at no additional cost to the Owner. G. Quality Control Testing and Inspection: The Contractor shall at his own expense perform quality control testing and inspection as necessary for the Contractor to control operations to provide HMA paving meeting the requirements of these specifications. Testing and inspection by the Owner shall not relieve the Contractor of responsibility to control the work quality and performance. END OF SECTION 02741 MULVANNYG2 ARCHITECTURE COSTCO WHOLESALE Street Address WAREHOUSE MG2 # XX-XXXX-XX TWGas02741_2014-01-06.doc City, State Zip Code MASTERS As of 09/01/2013 SECTION 02742 ASPHALT PAVING AND REPAIR PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes paving and surfacing, but is not limited to: 1. Asphalt Concrete Paving and Repair 2. Soil Sterilization 3. Saw Cutting 1.3 ACTION SUBMITTALS A. All materials shall meet the requirements as specified herein. Architect may require laboratory analysis of any or all the materials. Material sampling and testing shall be in accordance with the latest revisions of the American Society for Testing and Materials (ASTM) Standards and shall be made by a recognized testing laboratory. B. All sampling and laboratory test costs when required, shall be paid by the Owner. The Contractor at no cost to Owner shall immediately rectify deficiencies in specified construction materials. Contractor shall pay for additional tests caused by deficiencies at no cost to Owner. 1.4 QUALITY ASSURANCE A. Provide at least one person who shall be present at all times during execution of this portion of the work, be thoroughly familiar with the type of work being performed and the best methods for its execution and who shall direct all work performed under this section. B. Use all means necessary to protect all materials of this section before, during, and after installation and to protect all objects designated to remain. Protect all new paving from car and pedestrian traffic with temporary barricades for a minimum of 48 hours after completion of work. C. Qualifications of Asphalt Concrete Producer: Use only materials which are furnished by a bulk asphalt concrete producer regularly engaged in production of hot -mix, hot - laid asphalt concrete. 1.5 PRODUCT HANDLING A. Use all means necessary to protect work before, during and after installation and to protect the installed work and materials of all other trades. B. In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02742 Page 2 ASPHALT PAVING AND REPAIR 1.6 STANDARD SPECIFICATIONS A. Where required, all work and materials embraced herein shall be in accordance with the Standard Specifications of the Washington Department of Transportation, current edition, or other Standard Specification, as prescribed by the local regulatory authority having jurisdiction, hereinafter referred to as "State Standard Specifications". 1.7 PAVEMENT QUALITY REQUIREMENTS A. General: Comply with following minimum requirements in addition to other specified conditions: 1. Provide final surfaces of uniform texture, conforming to required grades and cross -sections. 2. Match patches to existing grade and cross-section unless otherwise directed by the Owner, Architect, Engineer or Road Agency. 3. Off -site paving shall conform to all applicable requirements of the jurisdiction and Road Agency having authority. B. Surface Smoothness 1. Test finished surface of each asphalt concrete course for smoothness, using a 10- foot (3-m) straight edge applied parallel to and at right angles to centerline of paved areas. 2. Surfaces exceeding 0.25 inch in 10 feet (6 mm in 3 m) will not be acceptable, unless more rigid requirements are required by the Road Agency for work in the Right -of -Way. 1.8 JOB CONDITIONS A. Weather Limitations: 1. Construct pavements only when above minimum temperatures specified in State Highway Standard Specifications, unless waived by the Owner, Architect, Engineer, or Road Agency having jurisdiction. 2. Do not construct pavement or base when the base surface is wet or contains excessive moisture which would prevent uniform distribution and required penetration. B. Grade Control: 1. Establish and maintain the required lines and grades, including crown and cross - slope, for each course during construction operations. C. Traffic Control: 1. Maintain vehicular and pedestrian traffic during paving operations as required for other construction activities. 2. Provide flagmen, barricades, warning signs, and warning lights for safe movement of traffic with the least interruption of work. 1.9 WARRANTY M ULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02742 Page 3 ASPHALT PAVING AND REPAIR A. The contractor shall provide the owner with a two-year warranty after date of acceptance, for the asphalt paving. Warranty shall cover defects related to the product, and the installation of the paving. PART 2 PRODUCTS 2.1 SOIL STERILIZATION A. Herbicide: Commercial chemical for weed control, registered by the EPA. Provide in granular, liquid, or wettable powder form. B. Herbicide Treatment: Apply herbicide according to manufacturer's recommended rates and written application instructions. Apply to dry, prepared sub -grade or surface of compacted -aggregate base before applying paving materials. 2.2 AGGREGATES A. General: Provide a dense fine -graded aggregate gradation conforming to the National Asphalt Paving Association (NAPA) document IS 128. 1. No RAP (recycled asphalt particles or reclaimed asphalt pavement) is allowed. 2. Asphalt for surface/wearing courses shall have a maximum 1/2-inch (12 mm) aggregate, with a maximum of 3 percent retained on the 1/2-inch (12 mm) sieve. 2. Minimum of 90 percent passing the 3/8-inch sieve. B. Coarse Aggregate: Sound, angular crushed stone or gravel, complying with ASTM D 692. 1. Minimum of 40 percent passing the #8 (2.36 mm) sieve. C. Fine Aggregate: Sharp -edged natural sand or sand prepared from crushing stone or gravel complying with ASTM D 1073. 1. Limit natural sand content to a maximum of 20 percent by weight of the total aggregate mass. 2.3 ASPHALT CONCRETE A. Asphalt Cement: Asphalt cements shall be Performance Grade (PG) binder oil per ASTM D 6373. The PG binder oil (temperature) grade required should be confirmed with the Geotechnical Report and shall be based on the Federal Highway Administration's LTPPBind program (version 2.1 or most recent edition) to provide the following: COSTCO GASOLINE Fuel Facility Expansion 1. The high -end temperature rating shall be one grade above the 98 percent Reliability, to account for the finer aggregate gradation and slow/stopped traffic speeds. 2. The low -end temperature rating shall provide a minimum 90 percent Reliability. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02742 Page 4 ASPHALT PAVING AND REPAIR 3. Where the difference between the high and low temperature grades requires the addition of a polymer additive, the cost of necessary modifications to the mix and additional polymer shall be provided at no additional cost to Owner. B. Tack Coat: Where indicated, emulsified asphalt applications shall meet the requirements of ASTM D 977, and local codes as applicable. C. Hot -Mix Asphalt for Onsite Paving: Provide a plant -mixed dense, fine -graded, hot -mix asphalt designed in accordance with the procedures outlined as follows: 1. Provide a dense fine -graded mix complying with the composition, grading, and tolerance requirements of ASTM D 3515 and IS 128 for the following maximum aggregate sizes: a. Asphalt Surface Course: 1/2 inch (12 mm) maximum with a minimum of 97 percent passing the 1/2 inch (12 mm) sieve. b. Minimum of 90 percent passing the 3/8-inch sieve. c. Minimum of 40 percent passing the #8 sieve. 2. Provide hot -mix asphalt for onsite paving meeting the following criteria: a. 50-Blows each face of Marshall Specimen b. Air Voids - 3 to 5 percent c. Aggregate Size — Fine -graded (per NAPA IS-128) d. Voids in Mineral Aggregate (VMA) Percentage - MS-2 Table 5.3 e. Voids Filled with Asphalt (VFA) Percentage - 65-78 percent f. Tensile Strength Ratio (TSR) — 80 percent Minimum g. Asphalt (PG Graded) Binder — (PG) 64-16 h. Marshall stability, 1500 pounds minimum i. Marshall flow, 0.01 inches, 8 to 18 2.4 AGGREGATE BASE A. Dense graded mixture of natural or crushed gravel or stone, and natural or crushed sand, ASTM 2940, with at least 90 percent passing a 1-1/2 inch (38 mm) sieve and not more than 12 percent passing a No. 200 sieve. B. When approved by the Owner, asphalt treated base (ATB) shall be allowed with no additional compensation. PART 3 EXECUTION 3.1 GENERAL PAVEMENT REPAIR REQUIREMENTS A. Complete this phase of the restoration as quickly as possible to facilitate public relations and traffic problems, control dust, and prevent further break-up and cracking of the existing asphalt mat. 1. Schedule pavement patching to accommodate the demands of traffic and to provide maximum safety and convenience to public travel. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02742 Page 5 ASPHALT PAVING AND REPAIR 2. If in the opinion of the Owner, Architect or Engineer, the Contractor is not diligently pursuing the work in a manner to complete the work as quickly as reasonably possible, the Contractor may be required to re -trim and remove additional deteriorated and cracked areas in such a manner to produce straight uniform edges. B. Place and compact the trench backfill, and prepare and compact the sub -grade in accordance with the requirements of these Specifications. C. Prior to excavating trenches in pavement surfaces, saw -cut straight vertical trim lines in order to minimize breakage and cracking of the remaining surfacing. D. Before the patch is constructed, all pavement cuts shall be trued so that the marginal lines of the patch will form a rectangle with straight edges and vertical faces. E. After completion of the patches, clean the entire roadway surface by brooming, flushing, or such other methods as may be required. F. Match the grade and cross section of the patch to the grade and cross-section of existing pavement. G. All incidental work required to complete the patching of street surfaces, including joints, shall be considered incidental to the patching and the associated costs shall be included in the items for which payment is provided. 3.2 ESTABLISHMENT OF GRADES A. For setting and establishing elevations and lines, the Contractor shall carefully preserve all existing data and monuments. If displaced or lost, immediately replace to the approval of the Architect and at no additional cost to the Owner. B. Areas having drainage slopes of 1/4 inch per foot (6 mm per 300 m) or more shall have grade stakes, set with an instrument, at grid intervals of 50 feet (15 m). Intermediate stakes may be set by using tightened string line over the tops of the instrument established stakes. Areas having drainage slopes of less than 1/4 inch per foot (6 mm per 300 mm) shall have grade stakes, set with an instrument, at 25-foot (7.5 m) intervals. 3.3 AGGREGATE BASE INSTALLATION A. Aggregate base shall be placed per the following: 1. When thickness of compacted base is 8 inches (200 mm) or less, place materials in a single layer. 2. When thickness of compacted base exceeds 8 inches (200 mm), place materials in equal layers, with no layer more than 8 inches (200 mm) thick or less than 4 inches (100 mm) thick when compacted. 3. Aggregate base material shall be crushed stone or gravel resulting from the artificial crushing of rocks, boulders, or large cobblestones with the resulting particles having a minimum of 85% fractured (on 2 faces). 4. Aggregate base material shall be approved by Geotechnical Engineer prior to placement. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02742 Page 6 ASPHALT PAVING AND REPAIR B. Aggregate base shall be compacted to the thickness indicated on the paving drawing at near optimum moisture and to at least 95 percent of ASTM D 1557 maximum dry density. 3.4 PROTECTION OF EXISTING INSTALLATIONS A. Make every effort to protect existing installations whether indicated on the plans or not. Existing installations, which become damaged by the Contractor's operations, shall be repaired or replaced at no additional cost to the Owner. 3.5 ASPHALTIC CONCRETE INSTALLATION A. Place asphalt concrete to the finished depths indicated on the paving plan or to match existing paving thickness, whichever is greater. B. Furnishing, spreading and compacting asphalt concrete shall conform to State Standard Specification for "Asphalt Concrete Pavement". C. Smoothness: The completed pavement surface shall be smooth, dense and have uniform texture and appearance. All areas shall drain with flow lines being free of depressions where water would stand. When required by the Architect, depressions exceeding 1/4 inch in 10 feet (6 mm in 3 m) shall be corrected at no cost to the Owner. Patching will not be acceptable. D. Where required, full -width asphalt concrete pavement shall conform to the Technical Requirements of the standard specifications of the State Highway Department in which the project is located. E. After the sub -grade has been properly prepared and compacted, provide a minimum of 2 inches (50 mm) of asphalt concrete pavement matching the existing adjacent asphalt. 1. If the existing pavement is more than 2 inches (50 mm) thick, provide the depth of asphalt concrete to match the existing pavement prior to construction. F. Paint the edges of the existing asphalt pavements and casting with hot asphalt cement or asphalt emulsion immediately prior to placing the asphalt patching material. G. Place, level, and compact the asphalt concrete pavement to conform to established cross-section and grade matching adjacent paved surfaces. H. Seal the edge of the new pavement by painting with cutback asphalt or SS-1 emulsion, and immediately cover with sand and heat. 3.6 TEMPORARY TRENCH PATCH A. The Contractor may be required to furnish and install a temporary trench patch when directed by the Owner, Architect, Engineer, or indicated on the Drawings. B. Clean out the area to be patched, and grade to the bottom of the base course. Remove loose asphalt. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 02742 Page 7 ASPHALT PAVING AND REPAIR C. Place a patch with 2-inch (50-mm) minimum course of crushed surfacing base and a 2- inch (50-mm) minimum course of cold asphalt plant mix placed over the trench area. D. Place both the base and surface course and compact so that the finished surface will match the grade and cross-section of the existing pavement after rolling. E. Clean the surface of pavement of all dirt and debris before opening to traffic. F. Maintain the temporary patch until the permanent patch is installed. 3.7 ASPHALT CONCRETE TRENCH PATCH A. Preparation: 1. As soon after compacting the trench backfill and placing and compacting backfill gravel, place and compact crushed surfacing in the trench area to a minimum depth of 6 inches (150 mm), or a depth to match the original cross-section, whichever is greater. 2. Use mechanical equipment to apply a tack coat of asphalt, at the rate of 0.02 to 0.08 gallon per square yard of retained asphalt, to all surfaces to receive or abut new asphalt concrete. a. The spreading equipment shall uniformly distribute asphalt materials over the area in controlled amounts, and shall be equipped with hand operated spray equipment for use on inaccessible and irregularly shaped areas. 3. The tack coat shall be heated cutback asphalt, or emulsified asphalt, mixing grade. The emulsified asphalt may be mixed with water at the rate of 1 to 2 parts water to 1 part of emulsified asphalt. B. Two Lift Patch: 1. Immediately after completion of placing the base, place a 2-inch (50-mm) minimum compacted thickness of asphalt concrete surfacing. The top surface of this lift shall be not lower than 1/2 inch (12 mm) below the existing surface. a. An equal amount of asphalt treated base may be substituted for the crushed surfacing and first lift of asphalt concrete. 2. When ordered by the Owner, Architect, Engineer, or jurisdiction having authority, the Contractor shall begin the placement of the second lift. a. Place a tack coat over the patch area. b. Place a modified asphalt concrete with a maximum size aggregate of 1/2 inch (12 mm) over the tack coat. c. Prior to rolling, hand rake the aggregate in the asphalt concrete back from the edges. Roll in a manner to produce a uniform "feather" edge over the existing surface. d. The minimum compacted thickness of the second lift over the trench area shall be one inch. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02742 Page 8 ASPHALT PAVING AND REPAIR 3. Where excess settlement of the first patch occurs, place a leveling course so the second lift of asphalt concrete does not exceed two inches. 4. Seal the edge of the patch by painting with a cutback asphalt of SS-1 emulsion and immediately cover with sand and heat. END OF SECTION 02742 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 02745 ASPHALT PAVEMENT SEALER PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes: 1. Installing pavement sealer system. 2. Making pavement crack and joint repairs. 1.3 ACTION SUBMITTALS A. Furnish Manufacturer's Certificates, Data, and technical literature certifying that the following materials conform to the requirements specified.. B. A list of all tools and equipment that will be used in the application of materials.. 1.4 REFERENCED SPECIFICATIONS A. Tests for the asphalt sealer concentrate must comply with the specifications: 1. ASTM D-2939 2. TTC-555B, Sect. 4.4.6 & 4.4.7 PART2 PRODUCTS 2.1 CONCENTRATED ASPHALT SEALER A. Provide a modified coal -tar pitch or asphalt -based, coal tar modified emulsion pavement sealer system containing additives, mineral fillers and hydrocarbon blended to improve resistance to oxidation and water. B. Approved Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include the following: 1. "Advanced Formula J-16 Pavement Sealer" manufactured by Maintenance, Inc., division of Premier Industrial Group, P.O. Box 408, Wooster, OH 44691, ph: (800) 892-6701, fax: (800) 264-2578, www.maintinc.com. 2. "Jennite" manufactured by Neyra Industries, 10700 Evendale Drive, Cincinnati, OH 45241, ph: (800) 543-7077 or (513) 733-1000, fax: (513) 733-3989, www.neyra.com. 3. "Resurfacer" manufactured by Special Asphalt Products, 3537 NW St. Helens Road, Portland, OR 97283-0295, ph: (800) 953-6490 or (503) 295-6490, fax: (503) 295-2901, www.specialasphalt.com. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02745 Page 2 ASPHALT PAVEMENT SEALER 4. "Polymer Modified MasterSeal (PMM)" or "Polymer Modified Coal Tar Sealer" manufactured by Sealmaster, 2520 S. Campbell Street, P.O. Box 2277, Sandusky, OH 44870, ph: (800) 395-7325 or (419) 626-4375, fax: (419) 626-4377, www.sealmaster.net. 2.2 COLOR A. Black when dry. 2.3 WATER A. Potable and free from harmful soluble salts. The temperature of the water shall be at least 50 deg F (10 deg C). 2.4 AGGREGATES A. Either a natural or manufactured product, composed of clean, hard, durable, uncoated particles, free from lumps of clay and all organic matter. The aggregate shall meet the gradation listed below when tested in accordance with ASTM C136. PERCENT BY WEIGHT SIEVE SIZE PASSING SIEVES No. 16 100 No. 20 85-100 No. 30 15-85 No. 40 2-15 No. 100 0-2 2.5 CRACK AND JOINT SEALANT A. Use the following repair materials, selecting the most appropriate product for the types of cracks and joints, and pavement: 1. Hot Applied Crack and Joint Sealant: Use a single component sealant conforming to requirements of ASTM-D3405, ASTM-D6690 Type II and III, AASHTO-M301, and SS-S-1401C. a. Acceptable Products: 1) "CrackMaster 3405" manufactured by Sealmaster. 2) Products No. 9005 or 9030 manufactured by SemGroup, 6120 S. Yale Avenue, Ste. 700, Tulsa, OK 74136, Ph: (918) 524-8100, www.semgroupcorp.com. 2. Pourable Crack Sealant: One -component rubberized cold applied asphalt emulsion crack sealant meeting the material requirements of ASTM D140, ASTM D466, ASTM D529, ASTM D2939, and ASTM D244. a. Acceptable Products: 1) "Pourable Crack Sealant" manufactured by Sealmaster. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 0 SECTION 02745 Page 3 ASPHALT PAVEMENT SEALER B. Joint -Sealant Backer Materials 1. General: Provide joint -sealant backer materials that are non -staining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by joint -sealant manufacturer based on field experience and laboratory testing. 2. Backer Strips for Cold- and Hot -Applied Sealants: ASTM D 5249; Type 2; of thickness and width required to control sealant depth, prevent bottom -side adhesion of sealant, and fill remainder of joint opening under sealant. 2.6 METHOD OF MEASUREMENT A. The asphalt emulsion shall be measured by the gallon. B. Aggregate shall be measured by the ton. PART 3 EXECUTION 3.1 SURFACE PREPARATION A. New asphalt surfaces must cure a minimum of two (2) weeks before application. On old, existing asphalt surfaces, proper repairs must be made before sealer application. Potholes, alligatored areas and similar surface defects must be infrared repaired or removed and replaced if needed with a suitable hot or cold mix. B. Where asphalt has been softened by petroleum derivatives or has failed due to any other cause, pavement shall be removed to the full depth of such damage, and replaced with new asphalt similar to that of the existing pavement. C. Treat all grease, oil, gasoline, and similar petroleum stains or spots with Sealer. Follow manufacturer's technical bulletins and written instructions. D. Cracks in excess of 1/8 inch (3 mm) wide shall be cleaned and filled with suitable crack filler. Follow manufacturer's technical bulletins and written instructions E. Immediately prior to sealing, all of the asphalt surface must be cleaned. The surface must be free from all -loose material, dirt, dust and/or deicing materials. 3.2 CRACK AND JOINT REPAIR A. Preparation: Clean and fill cracks over 1/8 inch (3 mm) wide before applying Asphalt Sealer. 1. Remove loose pavement and existing joint filler material from cracks or joints to depths that match the crack or joint width. 2. Use a power router, wire brush, stiff -bristled broom, and compressed air to clean cracks and joints free of moisture, dust, and loose aggregate. B. Joint -Sealant Backer Installation COSTCO GASOLINE Fuel Facility Expansion 1. Install backer materials of type indicated to support sealants during application MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 1 SECTION 02745 Page 4 ASPHALT PAVEMENT SEALER and at position required to produce cross -sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. a. Do not leave gaps between ends of backer materials. b. Do not stretch, twist, puncture, or tear backer materials. c. Remove absorbent backer materials that have become wet before sealant application and replace them with dry materials. C. Fill cracks and joints flush with surface of existing pavement and remove excess. Use a squeegee to shape material to be flush to adjoining pavement surface, then remove excess. 3.3 ASPHALT SEALER MIXING A. Mix 4 to 6 pounds (64 to 96 oz.) of aggregate into each gallon of concentrated sealer material. Stir to a uniform consistency before using. B. Add 20 to 25 percent clean, potable water to the concentrated Sealer and aggregate combination. Adjust water amount depending on the surface conditions. 3.4 ASPHALT SEALER APPLICATION A. Apply seal mixture in parallel ribbons using a squeegee or approved mechanical application equipment. B. Apply two coats, each coat with a dry film thickness of 28 mils. C. Start second coat application after first coat is dry to touch. D. Apply second coat in cross direction to the first coat. E. Allow seal mixture to cure for 24 hours before opening to traffic. 3.5 COVERAGE A. Coverage will range for 75 to 100 square feet per gallon per coat, depending on surface porosity. 3.6 CLEANUP A. Wash tools in water, use kerosene if material has dried. 3.7 PRECAUTIONS: A. Stir and mix thoroughly before using. B. Do not apply when temperature is below 50 deg F (10 deg C). C. Do not apply if rain is expected within 8 hours of application. Keep from freezing. D. Close containers when not in use. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02745 Page 5 ASPHALT PAVEMENT SEALER COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 02745 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02745 Page 6 ASPHALT PAVEMENT SEALER (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID ' Printed on 02/04/2014 SECTION 02751 CEMENT CONCRETE PAVEMENT PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes exterior cement concrete pavement, including the following construction elements: 1. Driveways, roadways, sidewalks, curbs and gutters. 2. Slabs -on -grade and footing supporting equipment and system, including equipment pad slabs. 1.3 DEFINITIONS A. Shrinkage Joints (S.J.), also known as Control or Contraction Joints, are saw -cut joints made after slab finishing to control slab breaks caused by concrete shrinkage, to keep cracks in straight lines under the saw -cuts. B. Construction Joints (C.J.) are joints formed between adjacent slab panels where panels are separate concrete pours. C. Expansion Joints (E.J.) are joints formed between adjacent slab panels where panels are separate concrete pours and the panels are separated with pre -molded joint filler topped with sealant to allow for thermal expansion/contraction of the concrete. D. Isolation Joints (I.J.) are created with pre -molded joint filler to separate concrete slabs/walks from buildings, columns and other structures that penetrate the slab. 1.4 ACTION SUBMITTALS A. Batch Ticket Information: Deliver a computer -generated concrete mix data with each concrete delivery, accurately listing the specific components in the load as delivered to the site. Include the following information as separate line items - 1. Batch Number, Truck Number, Batch Time, and Mix Number, 2. Weight and classification of coarse aggregates, 3. Weight and classification of fine aggregates, 4. Weight and classification of Portland cement, 5. Weight of Water, 6. Admixtures used, and the amount in the mix. B. Product Data: For proprietary materials and items, including reinforcement and forming accessories, admixtures, curing compounds, and others if requested by Owner's Representative. C. Test Reports: For concrete materials and mix design test. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02751 Page 2 CEMENT CONCRETE PAVEMENT 1.5 QUALITY ASSURANCE A. Follow the materials and methods described in the currently adopted edition of the American Public Works Association (APWA) "Standard Specifications for Road, Bridge and Municipal Construction", the equivalent standards adopted by the local jurisdiction, as indicated on Drawings, or as specified in this Section. B. Installer Qualifications: An experienced installer who has completed pavement similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance. C. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixes. PART2 PRODUCTS 2.1 FORMS A. Form Materials: Plywood, metal, metal -framed plywood, or other approved panel -type materials to provide full -depth, continuous, straight, smooth exposed surfaces. Use flexible or curved forms for curves of a radius 100 feet (30 m) or Tess. B. Form -Release Agent: Commercially formulated form -release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 2.2 STEEL REINFORCEMENT A. Use ASTM A 615/A 615M, Grade 60, #4 deformed reinforcement bars spaced at 18 inches (450 mm) on center each way, unless other reinforcement size type and spacing is indicated on the Drawings. B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcement bars, welded wire fabric, and dowels in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete or fiber -reinforced concrete of greater compressive strength than concrete. 2.3 ADMIXTURES A. General: Admixtures certified by manufacturer to contain not more than 0.1 percent water-soluble chloride ions by mass of cement and to be compatible with other admixtures, as follow: 1. Air -Entraining Admixture: ASTM C 260. 2. Water -Reducing Admixture: ASTM C 494, Type A. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 02751 Page 3 CEMENT CONCRETE PAVEMENT 2.4 CURING MATERIALS A. White Waterborne Membrane -Forming Curing Compound: ASTM C 309, Type 2, Class B. Use one of the following products: 1. W.B. Resin Cure; Dayton Superior, 636 S. 66th Terrace, Kansas City, KS 66111, ph: (800) 348-7351 or (913) 287-1700, fax: (913) 371-3330, http://www.daytonsuperior.com 2. L&M Cure R-2; L&M Construction Chemicals, Inc., 14851 Calhoun Road, Omaha, NE 68152, ph: (800) 362-3331 or (402) 453-6600, fax: (402) 453-0244, www.lmcc.com, contact: David Schwietz, ph: (402) 319-1908, email: daveschwietz@gmail.com. 3. 1200-White Series; W. R. Meadows, Inc., 300 Industrial Dr., P.O. Box 338, Hampshire, IL 60140-0338, ph: (800) 342-5976 or (847) 214-2100, fax: (847) 683- 4544, www.wrmeadows.com, contact: Bryon Allen, ph: (503) 333-6023. 2.5 RELATED MATERIALS A. Expansion- and Isolation -Joint -Filler Strips: ASTM D 1751, asphalt -saturated cellulosic fiber, or ASTM D 1752, cork or self -expanding cork. B. Bonding Agent: ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene. 2.6 CONCRETE MIXES A. The use of materials and methods for cement concrete pavement shall comply with the most stringent of the following requirements: 1. American Public Works Association (APWA) "Standard Specifications for Road, Bridge and Municipal Construction", current adopted edition. 2. Equivalent standards adopted by the local jurisdiction. 3. Proportion mixes as indicated on Drawings. 4. Proportion mixes as described below. B. Portland Cement: Use only ready -mix concrete furnished by an established supplier, conforming to ASTM C 94 / C 94M "Specification for Ready -Mixed Concrete." 1. Concrete at general slab pours where curing time can be 28 days: Use Type I Portland Cement, or as indicated on Structural Notes. C. Normal -Weight Aggregates: ASTM C 33, coarse aggregate, uniformly graded. 1. Aggregates: Free of materials with deleterious reactivity to alkali in cement which causes A.S.R. (alkaline -silica or alkaline -carbonate reactivity). 2. Provide aggregates from a single source with documented service record data of at least 10 years' satisfactory service in similar pavement applications and service conditions using similar aggregates and cementitious materials. D. Prepare design mixes, proportioned according to ACI 211.1 and ACI 301, for each type and strength of normal -weight concrete determined by either laboratory trial mixes or field experience. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02751 Page 4 CEMENT CONCRETE PAVEMENT E. Use a qualified independent testing agency for preparing and reporting proposed mix designs for the trial batch method. F. Proportion mixes to provide concrete with properties listed below, unless otherwise indicated on the drawings. 1. Compressive Strength (28 Days): Minimum 3000 psi. 2. Water-Cementitious Materials Ratio: 0.49 maximum. 3. Slump Limit: 4 inches (100 mm) maximum. 4. Air -entraining: Air content as indicated on the drawings. 5. Use no fly ash in concrete. 6. Add no water to concrete at site, unless approved by Structural Engineer. G. Ready -Mixed Concrete: Comply with requirements and with ASTM C 94. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mix type, mix time, quantity, and amount of water added. 2.7 EXTERIOR SLAB JOINT MATERIAL A. Expansion Joint Filler Strip: Asphalt -saturated cellulosic fiber in preformed strips used with a joint cover. 1. Product: "Fibre Expansion Joint with Snap -Cap" by W. R. MEADOWS, Inc. B. Horizontal Joint Sealants: 1. For concrete to asphalt surface contact, use one of the following: a. One -component, cold -applied, self -leveling, polymer modified, asphalt emulsion, 1/8 to 1-inch (3 to 25 mm) wide joints. 1) Acceptable Product: "SAFE -SEAL 3405" by W. R. Meadows, Inc. b. One -component, cold -applied, self -leveling, 1/4 to 1-inch (6 to 25 mm) wide joints. 1) Acceptable Product: "890-SL Self -Leveling Silicone Joint Sealant" by Dow Corning Corporation. 2. For concrete to concrete surface contact, use two -component, self -leveling, flexible joint filler, polyurethane sealant. a. Acceptable Products: 1) "Sonolastic SL 2" by BASF. 2) "Sikaflex 2c SL" by Sika Corporation, Inc. C. For joints at locations exposed to petroleum products, see Division 7 Section "Petroleum Resistant Sealant". MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/0,1/2014 SECTION 02751 Page 5 CEMENT CONCRETE PAVEMENT 2.8 AGGREGATE BASE COURSE UNDER EXTERIOR SLABS AND WALKS A. Use a plant -mix material meeting the state standard specification for road and highway construction for Aggregates for Ballast and Crushed Surfacing for "crushed surfacing" with 3/4-inch maximum grading as approved by the Geotechnical Engineer. PART 3 EXECUTION 3.1 FINISHED CONCRETE PAVEMENT REQUIREMENTS A. For setting and establishing elevations and lines, the Contractor shall carefully preserve all existing data and monuments. If displaced or lost, immediately replace to the approval of the Architect and at no additional cost to the Owner. B. Finished concrete pavement shall meet the following requirements: 1. Be smooth, free from irregular surfaces and grade/slope changes. 2. Comply with cross sections, lines, and elevations indicated. Finish concrete elevations of walks and pavements shall be plus or minus 1/4 inch (6 mm) unless revised for a specific reason. 3. Provide a smooth transition between existing pavement and new pavement. 4. Provide constant gradients between given elevations unless otherwise noted or for a specific reason. 5. All areas shall have flow lines to drains where provided and free of depressions which permit water to stand. 6. Sloped to direct water away from building and entrances, unless indicated otherwise on the drawings. C. Fuel Facility Slab under Canopy: 1. Slope the slab under the canopy to drain towards the swale/trench drain. 2. Adjoining paved surfaces are NOT permitted to drain onto the slab under canopy. 3. Swale/trench drain is to be sloped to drain. D. Comply with tolerances of ACI 117 and as follows: 1. Elevation: 1/4 inch (6 mm). 2. Thickness: Plus 3/8 inch (9.5 mm), minus 1/4 inch (6 mm). 3. Surface: Gap below 10-foot- long, unleveled straightedge not to exceed 1/4 inch (6 mm). 4. Lateral Alignment and Spacing of Tie Bars and Dowels: 1 inch (25 mm). 5. Vertical Alignment of Tie Bars and Dowels: 1/4 inch (6 mm). 6. Joint Spacing: 3 inches (75 mm). 7. Contraction Joint Depth: Plus 1/4 inch (6 mm), no minus. 8. Joint Width: Plus 1/8 inch (3 mm), no minus. 3.3 PREPARATION A. Proof -roll prepared sub -base surface to check for unstable areas and verify need for additional compaction. Proceed with pavement only after nonconforming conditions have been corrected and sub -grade is ready to receive pavement. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02751 Page 6 CEMENT CONCRETE PAVEMENT B. Remove loose material from compacted sub -base surface immediately before placing concrete. C. Verify grade elevations prior to placing concrete. D. The Testing Lab is to verify that the sub-grade/sub-base has been prepared properly prior to the installation of the aggregate base course. E. Cold Climate Sub -Grade: When shown on the drawings, verify frost -resistant fill and drain tile under stoops/slabs/walks are in place prior to starting work. 3.4 AGGREGATE BASE COURSE UNDER SLABS/WALKS A. Provide a minimum thickness of 6-inches of compacted aggregate base course placed in maximum of 6-inch lifts. B. Compact aggregate base course to 95% ASTM D1557 maximum dry density. C. Thoroughly moisten aggregate base course immediately before placing concrete. 3.5 FORMED CURBS ON SITE A. Concrete formed curb, reinforcement expansion joints and locations shall be as indicated on the Drawings. 3.6 CURB AND WALK FORMS A. Forms, wood or steel, shall be staked securely in place, true to line and grade. Sufficient support shall be given to the form to prevent movement in any direction, resulting from the weight of the concrete placement. B. Forms shall not be set until the sub -grade has been compacted within one inch of the established grade. Forms shall be clean and well oiled prior to setting in place. When set, the top of the form shall not depart from grade more than 1/8 inch (3 mm) when checked with a 10-foot (3-m) straight edge. C. The alignment shall not vary more than 1/4 inch in 10 feet (6 mm in 3 m). Immediately prior to placing the concrete, forms shall be carefully inspected for proper grading, alignment and rigid construction. Adjustments and repairs as needed shall be completed before placing concrete. 3.7 EDGE FORMS AND SCREED CONSTRUCTION A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides for pavement to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement. B. Clean forms after each use and coat with form release agent to ensure separation from concrete without damage. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02751 Page 7 CEMENT CONCRETE PAVEMENT 3.8 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating reinforcement and with recommendations in CRSI's "Placing Reinforcing Bars" for placing and supporting reinforcement. B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond -reducing materials. C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement. Maintain minimum cover to reinforcement. D. Whether or not the building floor slab has rebars, provide steel reinforcement (rebars) in slabs/walks at the following locations: 1. Walks Near and Parallel to the Building with Parking Adjoining the Walk E. Unless shown or noted otherwise on the drawings, reinforcement (rebars) are not required at the following locations: 1. On -Site Walks Not Adjoining the Building; e.g., walks leading to the public way 2. Canopy Slab at Fuel Facility F. Curbs and Gutter: Provide reinforcement (rebars) in all curbs and gutters. 3.9 JOINTS A. General: Construct construction, isolation, and contraction joints and tool edgings true to line with faces perpendicular to surface plane of concrete. 1. Construct transverse joints at right angles to centerline, unless otherwise indicated. 2. When joining existing pavement, place transverse joints to align with previously placed joints, unless otherwise indicated. B. Construction Joints (C.J.): Set construction joints at side and end terminations of pavement and at locations where pavement operations are stopped for more than one- half hour, unless pavement terminates at isolation joints. 1. Provide preformed galvanized steel or plastic keyway -section forms or bulkhead forms with keys, unless otherwise indicated. Embed keys at least 1-1/2 inches (38 mm) into concrete. 2. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of pavement strips, unless otherwise indicated. 3. Provide tie bars at sides of pavement strips where indicated. 4. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02751 Page 8 CEMENT CONCRETE PAVEMENT C. Isolation Joints (I.J.): Form isolation joints of preformed joint -filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated. 1. Locate expansion joints at intervals of 50 feet (15 m), unless otherwise indicated. 2. Extend joint fillers full width and depth of joint. 3. Terminate joint filler not Tess than 1/2 inch (12 mm) or more than 1 inch (25 mm) below finished surface if joint sealant is indicated. 4. Place top of joint filler flush with finished concrete surface if joint sealant is not indicated. 5. Furnish joint fillers in one-piece lengths. Where more than one length is required, lace or clip joint -filler sections together. 6. Protect top edge of joint filler during concrete placement with metal, plastic, or other temporary preformed cap. Remove protective cap after concrete has been placed on both sides of joint. D. Shrinkage Joints (S.J.): Form weakened -plane shrinkage joints, sectioning concrete into areas as indicated. 1. Slabs and Walks: Form shrinkage joints after initial floating by saw -cutting. 2. Provide grooving in all other areas and finishing each edge of joint with groover tool. Repeat grooving of shrinkage joints after applying surface finishes. Eliminate groover marks on concrete surface. E. Edging: Tool edges of pavement, gutters, curbs, and joints in concrete after initial floating with an edging tool. Repeat tooling of edges after applying surface finishes. Eliminate tool marks on concrete surfaces. 3.10 CONCRETE PLACEMENT A. Inspection: Before placing concrete, inspect and complete formwork installation, reinforcement steel, and items to be embedded or cast in. Notify other trades to permit installation of their work. B. Remove snow, ice, or frost from sub -base surface and reinforcement before placing concrete. Do not place concrete on frozen surfaces. C. Do not place concrete around manholes or other structures until they are at the required finish elevation and alignment. D. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place. E. Consolidate concrete by mechanical vibrating equipment supplemented by hand - spading, rodding, or tamping. Use equipment and procedures to consolidate concrete according to recommendations in ACI 309R. F. Screed pavement surfaces with a straightedge and strike off. Commence initial floating using bull floats or darbies to form an open textured and uniform surface plane before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading dry -shake surface treatments. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02751 Page 9 CEMENT CONCRETE PAVEMENT G. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. 1. When air temperature has fallen to or is expected to fall below 40 deg F (4 deg C), uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not Tess than 50 deg F (10 deg C) and not more than 80 deg F (27 deg C) at point of placement. 2. Do not use frozen materials or materials containing ice or snow. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators, unless otherwise specified and approved in mix designs. H. Hot -Weather Placement: Place concrete according to recommendations in ACI 305R and as follows when hot -weather conditions exist: 1. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 deg F (32 deg C). Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 2. Cover reinforcement steel with water -soaked burlap so steel temperature will not exceed ambient air temperature immediately before embedding in concrete. 3. Fog -spray forms, reinforcement steel, and sub -grade just before placing concrete. Keep sub -grade moisture uniform without standing water, soft spots, or dry areas. 3.11 CONCRETE FINISHING A. General: Wetting of concrete surfaces during screeding, initial floating, or finishing operations is prohibited. B. Float Finish: Begin the second floating operation when bleed -water sheen has disappeared and concrete surface has stiffened sufficiently to permit operations. Float surface with power -driven floats, or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular texture. C. Concrete finishes are subject to Owner's selection and approval. Base bids on the following finishes: COSTCO GASOLINE Fuel Facility Expansion 1. Medium -Textured Broom Finish. Draw a dry, soft -bristled broom across float - finished concrete surface perpendicular to line of traffic to provide a uniform, medium -line texture. Provide medium -textured -finish at the following locations: a. On -Site Walks Not Adjoining the Building: Broom finish perpendicular to direction of travel. b. Canopy Slab at Fuel Facility: Broom finish in direction of slope for drainage. 2. Curbs and Curbs and Gutters: Place all curbs and curbs and gutters monolithically. Provide a smooth (trowel) finish. 3. All concrete cast against forms shall have an "as cast" finish. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02751 Page 10 CEMENT CONCRETE PAVEMENT 3.12 CONCRETE PROTECTION AND CURING A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and follow recommendations in ACI 305R for hot -weather protection during curing. B. Begin curing after finishing concrete, but not before free water has disappeared from concrete surface. C. The Contractor has the option of selecting a curing method most appropriate for the project, considering progress of other construction, and weather conditions. Include the following factors: 1. Air Temperature, 2. Wind, 3. Direct exposure to radiation from sun, 4. Temporary heat source, if used. D. Cure concrete according to ACI 308.1, by one or a combination of the following methods: 1. Moisture Curing: Keep surfaces continuously moist for not Tess than seven days with the following materials: a. Water. b. Continuous water -fog spray. c. Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inch (300-mm) lap over adjacent absorptive covers. 2. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches (300 mm), and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. a. White pigments or transparent curing compounds shall be applied to all exposed surfaces immediately after finishing. Transparent curing compounds shall contain a color dye of sufficient strength to render the film distinctly visible on the concrete for a minimum period of four hours after application. b. If, at any time during the curing period, forms are removed, a coat of curing compound shall be applied immediately to the exposed surface. The curing compound shall be applied in sufficient quantity to obscure the natural color of the concrete. c. Additional coats shall be applied if the Architect determines that the coverage is not adequate. The concrete shall be cured for the minimum period of time set forth in APWA Section 39-3.20. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02751 Page 11 CEMENT CONCRETE PAVEMENT 3.13 REPAIRS AND PROTECTION A. Curbs and Gutters: The work shall be performed in a manner, which results in a curb or curb and gutter, constructed to specified line and grade, uniform in appearance and structurally sound. B. Curbs found with unsightly bulges, ridges, low spots in the gutter or other defects shall be removed and replaced at the Contractor's expense if the Architect considers them to be irreparable. C. When checked with a 10-foot (3-m) straight edge, grade shall not deviate more than 1/8 inch (3 mm), and alignment shall not vary more than 1/4 inch (6 mm). D. Remove and replace concrete pavement that is broken, damaged, or defective, or does not meet requirements in this Section. E. Drill test cores where directed by Architect when necessary to determine magnitude of cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with Portland cement concrete bonded to pavement with epoxy adhesive. F. Protect concrete from damage. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. G. Maintain concrete pavement free of stains, discoloration, dirt, and other foreign material. Sweep concrete pavement not more than two days before date scheduled for Substantial Completion inspections. H. Allow no vehicles to park on slabs/walks. I. Do not use pipe -cutting machine on slabs/walks or cut pipe with tools or equipment using liquid coolants or lubricants. J. Place no steel parts direct on slabs/walks. Support stored steel on dry wood crib - supports to avoid rust stains on slabs/walks. 3.14 CLEAN-UP A. Clean-up the job site prior to acceptance of the work. All dirt, spoil and debris shall be removed and the entire site shall present a clean, workmanlike appearance. Damage to paint work from paving operations shall be corrected by the paving contractor. 3.15 GRADE RELEASE A. No grade release will be signed or accepted by the Owner. Also in context with the above, no overage costs will be paid by the Owner for additional rock base or asphalt. END OF SECTION 02751 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02751 Page 12 CEMENT CONCRETE PAVEMENT (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02760 PAVEMENT MARKING PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes traffic paint on pavement surfaces, in traffic lanes, parking bays, crosswalks, and other detail pavement markings. 1.3 QUALITY ASSURANCE A. Use only materials, which are manufactured, exclusively for the purpose of pavement marking and painting. B. Details not shown shall be in conformance with the State Standards for Traffic Control Devices for Streets and Highways, and similar requirements established by the U.S. Department of Transportation, Federal Highway Administration. C. Regulatory Requirements: Products shall comply with State and Local regulations concerning AIM (Architectural, Industrial and Maintenance) coatings regarding Volatile Organic Content (VOC). 1.4 CONFORMANCE SUBMITTALS A. Conformance Submittals will be allowed for products described in this section, and will not require Architect's approval before incorporating the material into the work. 1. Where products in this section are incorporated into the work are exactly as specified, use the "Product Conformance Certification" Form included in Division 1 Section "Submittal Procedures." 2. Substitute Products: Where products are proposed for use, but are not as specified, approval of a substitute product is required. Use "Substitution Request Form" included in Bidding Requirements, Document 00100 "Instructions to Bidders" and send to Architect for review and approval. A. Product Data: Manufacturer's literature, data sheets, and installation instructions.. B. Material Certificates: From manufacturer, certifying that the following materials conform to the requirements specified.. 1.5 REFERENCES A. American Association of State Highway and Transportation Officials (AASHTO) 1. AASHTO M 248-91: Specification for Ready -Mixed White, and Yellow Traffic Paints MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02760 Page 2 PAVEMENT MARKING B. Federal Specifications: 1. TT-P-110C Paint, Traffic, Black (Non-reflectorized) 2. TT-P-115F Paint, Traffic, Highway, White, and Yellow PART2 PRODUCTS 2.1 PAVEMENT MARKING PAINTS A. Acceptable Manufacturers: 1. The Sherwin Williams Company, 101 Prospect Avenue, Cleveland, Ohio 44115, www.sherwin-williams.com, contact: Ed Stein, ph: (509) 465-8426 or (509) 994- 6394, email: ed.stein@sherwin.com. 2. Aexcel Corp., 7373 Production Drive, Mentor, Ohio 44060, ph: (800) 854-0782 or (440) 974-3800, fax: (440) 974-3808, www.aexcelcorp.com. B. Acceptable Products: 1. Sherwin Williams: Setfast Low VOC Acrylic Traffic Marking Paint (VOC <100 g/L), in the following colors: a. Lead Free Yellow: TM 5627 b. Red: TM 5628 c. White: TM 5626 d. Black: TM 5629 2. Aexcel Corporation: Fast -Dry Waterborne Traffic Marking Paint (VOC <100 g/L), in the following colors: a. Yellow: 72Y-A044 b. White: 72W-A037 c. Red: 72R-A005 C. VOC Compliance: Where required by Authority Having Jurisdiction, provide pavement marking paints that comply with VOC requirements. D. Colors: Confirm with Architect. 1. In general, match existing pavement paint colors. 2.2 EQUIPMENT A. Apply all markings using approved mechanical equipment (with provisions for constant agitation of paint), capable of applying the marking widths as shown. B. Use pneumatic spray guns for hand application of paint. C. All painting equipment and operations shall be under the control of experienced technicians thoroughly familiar with equipment and materials and marking layouts. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 02760 Page 3 PAVEMENT MARKING PART 3 EXECUTION 3.1 SURFACE PREPARATION A. Clean all surfaces thoroughly before painting. 1. Remove dust, dirt, and other granular surface deposits by sweeping, blowing with compressed air, rinsing with water or using a combination of these methods as required. 2. Remove existing paint, rubber deposits, curing and/or sealer membrane, and other materials adhered to the pavement by using high temperature pressure washer, scrapers, wire brushings, sandblasting, approved chemicals, or mechanical abrasion. 3. Allow pavement surface to thorough dry and be free of moisture to ensure proper bonding of paint to pavement surface. 4. If previously applied paint markings remain after cleaning described above, cover with black paint suitable for vehicle traffic surfaces. Apply as many coats as needed to completely cover the existing markings. B. Where oil or grease are present on old pavements to be marked, scrub affected areas with several applications of trisodium phosphate solution or other approved detergent or degreaser, and rinse thoroughly after each application. After cleaning, seal oil - soaked areas with cut shellac to prevent bleeding through the new paint. C. Contractor shall establish control points for marking and provide templates to control paint application by type and color, at necessary intervals. It shall be the Contractor's responsibility to preserve, and apply marking in conformance with, the control points so established. 3.2 APPLICATION A. Apply markings to the color, length and widths indicated on Drawings or as needed to match and recover the existing applications. 1. Produce true, sharp edges and ends. The length and width of lines shall conform within a tolerance of plus or minus three inches and plus or minus 1/8-inch, respectively, in the case of skip markings, the length of intervals shall not exceed the line length tolerance. 2. Temperature of the surface to be painted and the atmosphere shall be above 50 degrees F (10 deg C) and less than 95 degrees F (35 deg C). 3. Apply two coats of paint at a wet film thickness of 15 mils each coat, with proper curing time between each coat. B. The maximum drying time requirements of the paint specifications will be strictly enforced, to prevent undue softening of asphalt, and pick-up, displacement or discoloration by tires of traffic. COSTCO GASOLINE Fuel Facility Expansion 1. If marking paint is applied to a newly paved surface Tess than 30 days after completion of paving installation, then the following shall apply: MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02760 Page 4 PAVEMENT MARKING a. The first coat of paint shall be applied at 50 percent of the specified 15 mils wet film thickness, or approximately 7.5 mils. b. The second coat of paint shall be applied no sooner than 30 days following completion of paving. 1) The thickness of the second coat of paint shall be increased from the specified 15 mils to 22.5 mils wet film thickness, to account for the reduced first coat. c. The minimum total wet film thickness of the two coats of marking paint shall be 30 mils. 2. If there is a deficiency in drying of the marking, paint operations shall be discontinued until cause of the slow drying is determined and corrected. C. Marking applied at less than minimum material rates; deviating from true alignment; exceeding stipulated length and width tolerances; and showing light spots, smears, or other deficiencies or irregularities shall be removed and replaced. 1. Removal methods shall be by carefully controlled sand blasting, approved grinding equipment or other approved method in such a manner that the surface to which the marking was applied will not be damaged. 3.3 PROTECTION A. Conduct operations in such a manner that newly painted markings are protected. B. Place warning signs at entrances to alert approaching traffic. 1. For the benefit of the Contractor small flags or other similarly effective small objects may be placed near freshly applied markings at frequent intervals to reduce crossing by traffic. C. Damaged portions of markings shall be effaced and replaced by the Contractor at no additional cost to the Owner. 3.4 DETAIL PAVEMENT MARKING A. Detail Pavement Markings shall be that marking, exclusive of actual traffic lane marking, at exit and entrance islands and turnouts, on curbs, at crosswalks, at parking bays and at such other locations as shown. 1. Use a suitable template that will provide a pavement marking with true, sharp edges and ends. 3.5 FINAL CLEAN-UP A. Remove all debris, rubbish and excess material from the site. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02760 Page 5 PAVEMENT MARKING END OF SECTION 02760 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02760 Page 6 PAVEMENT MARKING (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02815 IRRIGATION MODIFICATIONS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes removal and/or modification of existing irrigation materials at areas shown on the drawings. B. Expand and extend existing landscape irrigation system into new planting areas created by this work. Provide coverage for not less than 100 percent of new and modified planting areas. C. Provide all materials and labor to complete the expanded system as part of this work. 1.3 CODE COMPLIANCE A. Comply with requirements of utility supplying water for prevention of backflow and back-siphonage. B. Comply with requirements of authority with jurisdiction for irrigation systems. C. Listing and Labeling: Provide equipment, specialties, and accessories that are UL listed and labeled. PART 2 PRODUCTS 2.1 PIPE AND TUBING A. PVC Pipe, Fittings, and Sleeving: 1. Pressure main line and non -pressure piping shall be PVC Class 200. 2. Pipe shall be made from an NSF approved Type I, Grade I, PVC compound conforming to ASTM resin specification D1784. All pipe must, meet requirements as set forth in Federal Specification PS-22-70, with an appropriate standard dimension ratio (S.D.R.). Solvent -weld pipe. 3. PVC solvent -weld fittings shall be Schedule 40, 1-2, II -I NSF approved conforming to ASTM test procedure D2466. B. Connections between main lines and control valves shall be of Schedule 80 PVC (threaded both ends) nipples and fittings. 2.2 VALVE BOXES A. Remote control Valves: Carson Model 1419 plastic valve box by Carson Industries LLC., 1160 Nichole Court, Glendora, CA 91740, ph: (800) 735-5566 / (909) 592-6272, fax: (800) 827-7111 / (909) 592-7971, http://www.carsonind.com/ or as approved. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02815 Page 2 IRRIGATION MODIFICATIONS 2.3 SPRINKLERS A. Manufacturer's standard sprinklers designed to provide uniform coverage over entire area of spray shown on Drawings at available water pressure. PART3 EXECUTION 3.1 INVESTIGATE AND DETERMINE available water supply water pressure and flow characteristics. 3.2 GENERAL LOCATIONS AND ARRANGEMENTS A. Drawings indicate general location and arrangement of piping systems. Indicated locations and arrangements were used to size pipe and calculate friction loss, and in other design considerations. Install piping as indicated, except where deviations to layout are approved on coordination drawings. B. Install piping free of sags and bends. C. Install fittings for changes in direction and branch connections. D. Install unions, in piping 2 inches and smaller, adjacent to each valve and at final connection to each piece of equipment having 2-inch or smaller threaded pipe connection. E. Install flanges, in piping 2-1/2 inches and larger, adjacent to flanged valves and at final connection to each piece of equipment having flanged pipe connection. F. Install underground polyvinyl chloride (PVC) plastic pipe according to ASTM D 2774. 3.3 LAY PIPING on solid sub -base, uniformly sloped without humps or depressions. 3.4 MINIMUM COVER A. Provide following minimum cover over top of buried piping: B. Mainline: 24 inches. C. Laterals: 12 inches. D. Sleeves: 4 inches. 3.5 TUNNELING A. Install pipe under streets or other obstructions that cannot be disturbed, by tunneling, boring, or jacking. Sleeve piping under sidewalks and paving. END OF SECTION 02815 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02890 TRAFFIC AND PARKING SIGNS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This section includes exterior, non -illuminated, single -sheet -type, post and panel traffic and parking signs. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. Include manufacturer's written instructions for maintaining and cleaning sign surfaces. PART 2 PRODUCTS 2.1 EXTERIOR TRAFFIC AND PARKING SIGNS A. Traffic Control Signs: Provide standard traffic control signs that conform to the re- quirements of the state highway standards, and U.S. Manual on Uniform Traffic Control Devices (MUTCD) standards. 1. "STOP" Signs: Furnish 30 inches (762 mm) x 30 inches (762 mm), red/white re- flective aluminum, octagon shaped, MUTCD compliant signs. 2. "YIELD", "DO NOT ENTER", "WRONG WAY" and other highway -type signs as in- dicated on Drawings. 3. Use sign legends, borders, letters, numerals, shields, and arrows constructed of premium enclosed lens or encapsulated lens reflective sheeting meeting the re- quirements of the state highway standards. 2.2 SIGN SUPPORT POSTS A. Provide support post systems engineered specifically for sign use, fabricated from 2- inch (500-mm) steel tubes, minimum 12 gauge thickness, with galvanized finish con- forming to ASTM specification A-653 G-90, and a polymer top coat. B. Use system with pre -punched holes for direct sign attachments, hole spacing to match sign. C. General: Fabricate support posts to lengths required for mounting sign panels at heights indicated. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 02890 Page 2 TRAFFIC AND PARKING SIGNS 2.3 ACCESSORIES A. Sign Attachments: Use fasteners fabricated from metals that are noncorrosive to sign material and support posts. B. Post Support Materials: Use one of the following: 1. Provide sleeve -type ground anchor system recommended by the support posts manufacturer, sized for close fit. Include bolts for fastening posts to anchor sleeves. 2. Concrete for Postholes: Where support posts are anchored in concrete, comply with specified requirements for normal -weight, ready -mix concrete with a minimum 28-day compressive strength of 3000 psi, unless otherwise indicated. PART 3 EXECUTION 3.1 INSTALLATION A. Install Traffic Control Signs at the side of the drives, 6 feet (1800 mm) horizontally from edge of pavement to edge of sign. B. Sign Support Posts: Contractor has an option to anchor posts by using driven ground - anchor sleeves, or by directly embedding post into concrete. 1. Driven ground -anchor sleeves: Use a power driver or sledge hammer to drive ground anchor at least 30 inches (762 mm) into the ground, leaving 1 to 2 inches (25 to 50 mm) left exposed. a. In soft soil or where wind buffeting may cause signs to twist, include stabiliza- tion fins on anchor sleeves to secure post. 2. Cast Concrete Base: Embed sign support posts into ready -mix concrete with a minimum 28-day compressive strength of 3000 psi. a. In firm, undisturbed or compacted soil, drill or use a post -hole digger to exca- vate holes for each post to minimum diameter recommended by sign manu- facturer. b. Excavate hole depth approximately 39 inches (990 mm) below finished grade. c. Setting support posts: Center and align support posts in holes 3 inches above bottom of excavation. d. Protect portion of support posts above ground from concrete splatter. Place concrete and vibrate or tamp for consolidation. Check posts for vertical alignment and hold in position until concrete has achieved its initial set. 3.2 SIGN PANELS A. Unless otherwise indicated, install signs vertically, with 5 feet (1500 mm) vertical meas- urement from the bottom of the sign to the near edge of the pavement. B. Install Traffic Control Signs at right angles to the direction of traffic and facing the traffic that they are intended to serve. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02890 Page 3 TRAFFIC AND PARKING SIGNS 3.3 CLEANING A. At completion of installation, clean soiled surfaces of sign units according to manufac- turer's written instructions. COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 02890 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02890 Page 4 TRAFFIC AND PARKING SIGNS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID Barghausen Engineering Printed on 02/04/2014 SECTION 02950 LANDSCAPE MODIFICATIONS PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes removal of existing landscaping plant materials at areas shown on the drawings. 1.3 SUBMITTALS A. Submit product certificates. B. Submit Planting Schedule indicating anticipated dates and locations for each type of planting. 1.4 QUALITY ASSURANCE A. Where reusing the existing landscape plants is not economically viable, provide new trees, shrubs, groundcovers plants of quality, size, genus, species, and variety indicated, complying with applicable requirements of ANSI Z60.1 "American Standard for Nursery Stock." 1.5 WARRANTY A. Warrant new trees and shrubs for a period of one year after date of Substantial Completion, against defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for warranty period, or incidents which are beyond Contractor's control. 1.6 MAINTAIN TREES AND SHRUBS A. As required to establish healthy, viable plantings for 12 months following Substantial Completion. 1.7 MAINTAIN GROUNDCOVERS A. As required to establish healthy, viable plantings for 3 months following Substantial Completion. MULVANNYG2ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02950 Page 2 LANDSCAPE MODIFICATIONS PART2 PRODUCTS 2.1 NEW TREES AND SHRUBS A. Where relocated plants remain unhealthy or become dead, remove and replace with well -shaped, fully branched, healthy, vigorous nursery -grown stock of sizes and grades indicated, free of disease, insects, eggs, larvae, and defects, conforming to ANSI Z60.1. 2.2 NEW GROUNDCOVERS A. Established and well rooted in removable containers or integral peat pots and with not less than the minimum number and length of runners required by ANSI Z60.1 for the pot size indicated. 2.3 TOPSOIL A. Amend existing soil with compost. 2.4 LIME A. ASTM C 602, Class T, agricultural limestone. 2.5 COMPOST A. minus, fully composted vegetative material. 2.6 MULCH A. Ground bark free of weeds, seed or other contaminants. Size range: 1/4 to 1/2 inch. 2.7 COMMERCIAL FERTILIZER A. Commercial -grade complete fertilizer of neutral character, consisting of fast- and slow - release nitrogen, 50 percent derived from natural organic sources of urea -form, phosphorous, and potassium in the following composition: PART 3 EXECUTION 3.1 PLANT BED PREPARATION A. Loosen sub -grade of planting bed areas to a minimum depth of 6 inches. Remove stones larger than 1-1/2 inches in any dimension and sticks, roots, rubbish, and other extraneous materials. See drawings for required topsoil. 3.2 EXCAVATION FOR TREES AND SHRUBS A. Excavate pits with vertical sides and with bottom of excavation slightly raised at center to assist drainage. Excavate approximately 1-1/2 times as wide as ball diameter. Loosen hard subsoil in bottom of excavation. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02950 Page 3 LANDSCAPE MODIFICATIONS 3.3 PLANTING TREES AND SHRUBS A. Set stock plumb and in center of pit or trench with top of ball raised above adjacent finish grades. Fertilize at manufacturer's recommended rate. 3.4 TREE AND SHRUB PRUNING A. Prune, thin, and shape trees and shrubs according to standard horticultural practice. Prune trees to retain required height and spread. Do not cut tree leaders; remove only injured or dead branches from flowering trees. Prune shrubs to retain natural character. Shrub sizes indicated are size after pruning. 3.5 PLANTING GROUNDCOVER A. Space 12 inches apart. Dig holes large enough to allow spreading of roots. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around plants to hold water. Fertilize at manufacturer's rate. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. END OF SECTION 02950 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 02950 Page 4 LANDSCAPE MODIFICATIONS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 03300 CONCRETE PART1 GENERAL 1.1 SUMMARY A. This section includes Portland cement concrete building elements where indicated on the drawings, including the following construction elements: 1. Footings, foundations, and slab for Canopy. 2. Miscellaneous concrete, induding footings for bollards and signs. 3. Portland cement concrete work not included in Division 2 Section "Cement Concrete Pavement." 1.2 RELATED SECTIONS A. See Division 2 Section "Cement Concrete Pavement" for Driveways, Sidewalks, Curbs and Gutters, Pump Island slabs and curbs, and Drive Slab for vehicles at fuel dispensers. B. See Division 13 Section "Pre -Engineered Metal Canopy" for special requirements at Canopy. 1.3 SUBMITTALS A. Product Data: For products specified. B. Design Mix: Submit design mixes for each concrete mix. 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 2. ACI 301, "Specifications for Structural Concrete for Buildings". 3. ACI 302, "Guide for Concrete Floor and Slab Construction". 4. ACI 304 "Guide for Measuring, Mixing, Transporting and Placing Concrete" 5. ACI 305 "Hot Weather Concreting" 6. ACI 306 "Cold Weather Concreting" 7. ACI 309 "Standard Practice for Consolidation of Concrete" 8. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." PART2 PRODUCTS 2.1 MATERIALS A. Formwork: Comply with ACI 301. B. Steel Reinforcement: ASTM A 615 / A 615M, Grade 60 (Grade 420), deformed Reinforcing Bars. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 03300 Page 2 CONCRETE C. Concrete Materials: 1. Portland cement. ASTM C 150, Type I 2. Aggregates: ASTM C 33 / C 33M, uniformly graded, from a single source. 3. Potable Water: ASTM C 94 / C 94M. 4. Compressive Strength (28 Days): As indicated on Structural Drawings; minimum 3000 psi. 5. Use no fly ash in concrete. 6. Water to Cement Ratio: As indicated on Structural Drawings. 7. Air Entrainment: As indicated on Structural Drawings. Use no air entrainment for interior slab -on -grade. D. Ready -Mixed Concrete: Comply with ASTM C 94 / C 94M. PART 3 EXECUTION 3.1 CONSTRUCTION METHODS A. Steel Reinforcement: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement. B. Joints: Locate and install construction, isolation, and contraction joints. C. Concrete Placement: Comply with recommendations in ACI 304R for measuring, mixing, transporting, and placing concrete. 1. Consolidate concrete with mechanical vibrating equipment. 2. Screed and initial -float concrete surfaces using bull floats or darbies before excess moisture or bleedwater appears on the surface. D. Formed Surface Finishes: 1. Rough -Formed Finish: Apply to concrete surfaces not exposed to public view. 2. Smooth -Formed Finish: Apply to concrete surfaces exposed to public view or to be covered with a coating or covering material applied directly to concrete, such as waterproofing, damp -proofing, or painting. E. Finishing Concrete Slab Under Canopy: See Division 2 Section "Cement Concrete Pavement". F. Concrete Protection and Curing: Protect concrete from cold or hot weather during mixing, placing, and curing. 1. Begin curing after finishing concrete, but not before free water has disappeared from concrete surface. 2. Cure formed and unformed concrete for at least 7 days by moisture curing, moisture -retaining -cover curing, or curing compound. G. Remove and replace concrete that does not comply with requirements in this Section. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 03300 Page 3 CONCRETE END OF SECTION 03300 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 03300 Page 4 CONCRETE (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04100 MORTAR AND GROUT PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes all mortar work indicated. B. See Structural Drawings for masonry design and requirements. C. Related Section: 1. Division 4, Section "Unit Masonry". 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. B. Samples: For color selection of mortar. C. Material Certificates: Include statements of material properties indicating compliance with requirements, including compliance with standards and type designations within standards. Provide for each type and size of the following: Material Certificates 1. Cementitious materials. Include brand, type, and name of manufacturer. 2. Preblended, dry mortar mixes. Include description of type and proportions of ingredients. 3. Grout mixes. Include description of type and proportions of ingredients. D. Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients. 1. Mortar: Include test reports, per ASTM C 780, for mortar mixes required to comply with property specification. 2. Grout: Include test reports, per ASTM C 1019, for grout mixes required to comply with compressive strength requirement. E. Statement of Compressive Strength: For each combination of masonry unit and mortar type, provide statement of average net -area compressive strength of masonry units, mortar type, and resulting net -area compressive strength of masonry determined according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602. Statement of Compressive Strength MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04100 Page 2 MORTAR AND GROUT 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with the more stringent provisions of the applicable codes, specifications, and standards. 1. ASTM C 109/C 109M "Standard Test Method for Compressive Strength of Hydraulic Cement Mortars". 2. ASTM C 270 "Standard Specification for Mortar for Unit Masonry". 3. ASTM C 476 "Standard Specification for Grout for Masonry". 1.5 STORAGE AND HANDLING A. Store and handle materials to prevent damage, deterioration and intrusion of foreign matter. Store packaged materials in original packages until used. Remove broken packages and other damaged material from jobsite. B. Store unit materials on pallets. Protect from rain and moisture at the job site before they are place in the wall. C. Do not use materials that have become unsuitable. PART2 PRODUCTS 2.1 MORTAR A. General Requirements 1. Comply with ASTM C 270, C 780 or C 1142 for reinforced masonry. 2. Use color as part of mortar appearance, add at a rate recommended by manufacturer of colorant, to get color matching existing masonry construction. B. Components 1. Cement: Portland cement conforming to ASTM C150 (Type 1). Use one brand of uniform color. 2. Lime: ASTM C207, minimum of 92 percent hydrated. 3. Aggregates: a. Sand: ASTM C144. b. Grout: ASTM C404. Provide "fine" grout when so specified on Structural Drawings. 4. Water: Clean and free of deleterious substances (potable). 5. Proportions and Mixing: Follow ASTM C 270 Proportion Specifications. C. Pre -blended, Dry Mortar Mix: Pre -blended dry mortar mixes, complying with ASTM C270 "Type S" may be used on approval by Architect. D. Masonry cement will not be permitted. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04100 Page 3 MORTAR AND GROUT 2.2 GROUT A. Grout for hollow masonry unit cells: ASTM C 476, observing "Grouting Limitations" described in the applicable building code. B. Other locations: ASTM C 476, fine grout. 2.3 ADMIXTURES A. Do not use calcium chloride in mortar or grout. B. Colored Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with a record of satisfactory performance in masonry mortars. Use one of the following: 1. True Tone Mortar Colors; Davis Colors, 3700 E. Olympic Boulevard, Los Angeles, CA 90023-3123, ph: (800) 356-4848 or (323) 269-7311, fax: (323) 269-1053, www.daviscolors.com. 2. Centurion Pigments; Lafarge Corporation, 12950 Worldgate Drive, Herndon, VA 20170, ph: (703) 480-3600, fax: (703) 796-0062, www.lafargenorthamerica.com. PART 3 EXECUTION 3.1 MORTAR MEASURING AND MIXING A. Measure ingredients accurately following recommendations of manufacturer. Mix in mechanical drum type mixer for minimum of three (3) minutes until mortar is completely and uniformly mixed. DO NOT re -temper mortar at the mixer. B. Hand mixing permitted for small quantities only, and only with approval of the Architect. C. Maintain workability and consistency of mortar on the board to produce easy working under the trowel. Discard mortar which has stood more than two hours after mixing. D. DO NOT use mortar in which cement material has started to set. E. Antifreeze compounds NOT PERMITTED in mortar. 3.2 PREMIXED MASONRY GROUT A. When a truck mixer or agitator is used for mixing or delivery of masonry grout mix, add no water after the initial introduction of mixing water for the batch, except if on arrival at the job site, the slump of the masonry grout is Tess than that specified. 1. Such additional water to bring the slump within required limits shall be injected into the mixer under such pressure and direction of flow that the requirements for uniformity specified are met. 2. The drum or blades shall be turned an additional 30 revolutions or more if necessary, at mixing speed, until the uniformity of the masonry grout is within these limits. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04100 Page 4 MORTAR AND GROUT 3. Water shall not be added to the batch at any later time. B. Place grout into the construction within 1-1/2 hours after the introduction of mixing water to the cement and aggregates, or before the drum has revolved 300 revolutions, whichever comes first. 1. Fully grout all hollow masonry unit cells, except where noted. END OF SECTION 04100 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04200 UNIT MASONRY PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes masonry column enclosures indicated on the Drawings and as required for completion of the masonry work. 1. Include liquid water-repellent admixture added to Concrete Masonry Units at the time of manufacturing. B. Related Sections: 1. Division 4, Section "Mortar and Grout". 2. Division 7, Section "Water Repellent" for spray -applied liquid water repellent. 1.3 ACTION SUBMITTALS A. Product Data: For masonry units. B. Certificates: Submit certificates for each type of block used. Certificate shall state the blocks' weight, moisture content, minimum face shell and web thickness, minimum strength and maximum absorption and dimensional tolerances. C. Bending and Placing Diagrams: Prepare complete bending and placing diagrams prepared by a professional detailer in accordance with applicable portions of the Building Code. D. Samples: For masonry units, color and texture, proposed for use in this Project. 1.4 QUALITY ASSURANCE A. See Structural Notes and Drawings for masonry unit requirements. B. Codes and Standards: Comply with the more stringent provisions of the applicable codes, specifications, and standards. 1. ASTM C 90 "Standard Specification for Hollow Load -Bearing Concrete Masonry Units". 2. ASTM C 129 "Standard specification for Hollow Non -Load Bearing Concrete Masonry Units". 3. ASTM E 514 "Standard Test Method for Water Penetration and Leakage through Masonry". C. Provide quality assurance to ensure materials, construction and workmanship are in compliance with the drawings and the specifications, and the applicable requirements COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04200 Page 2 UNIT MASONRY of the Building Code. When required, maintain inspection records, and make available to the Building Official. Ensure the following: 1. Masonry units, reinforcement, cement, lime, aggregate and all other materials meet the requirements of the applicable standards of quality, they are properly stored, and properly prepared for use. 2. The method of measuring mortar and grout materials are proper to control the mixture amounts, and the mortar and grout are properly mixed. 3. Construction details, procedures and workmanship are in accordance with the drawings and specifications. 4. Reinforcement sizes, locations and splices are in accordance with the drawings and specifications and the Building Code. 5. CMU producer has been qualified by manufacturer of integral liquid polymeric CMU Water-repellent. 1.5 STORAGE AND HANDLING A. Store and handle materials to prevent damage. Store packaged materials in original packages until used. Remove broken packages and other damaged material from jobsite. B. Store unit materials on pallets. Protect from rain and moisture at the job site before they are place in the wall. C. Do not use materials that have become unsuitable. 1.6 PROJECT CONDITIONS A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches (600 mm) down both sides of walls and hold cover securely in place. 2. Maintain cover over finished work for 48 hours after completion. B. Cold -Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold -weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602 and MIC Hot and Cold Weather Construction. 1. Cold -Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg F (4 deg C) and higher and will remain so until masonry has dried, but not less than seven days after completing cleaning. C. Hot -Weather Requirements: Comply with hot -weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 04200 Page 3 UNIT MASONRY PART2 PRODUCTS 2.1 CONCRETE MASONRY UNITS A. Concrete Masonry Units: ASTM C 90. 1. Unit Sizes: As indicated on Drawings. 2. Size (Width): Manufactured to dimensions 3/8 inch Tess than nominal dimensions. 3. Unit Compressive Strength: Provide units with minimum average net -area compressive strength indicated on Structural Notes and Drawings. 4. Density Classification: Medium Weight (110 to 125 pcf). 5. Provide trim units, including sill, cap, and header, in shape, profile and size indicated on the Drawings or as necessary for a complete installation. B. Concrete Masonry Unit Color and Texture: Match existing masonry units on column enclosure. C. Integral Water Repellent: Provide units made with integral water repellent for exposed units. 1. Integral Water Repellent: Liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength. Units made with integral water repellent, when tested according to ASTM E 514 as a wall assembly made with mortar containing integral water-repellent manufacturer's mortar additive, with test period extended to 24 hours, shall show no visible water or leaks on the back of test specimen. 2. Acceptable Products: a. "Dry -Block Block Admixture" manufactured by Grace Construction Products, 62 Whittemore Avenue, Cambridge, MA 02140-1623, ph: (866) 333-3726 or (617) 876-1400, fax: (617) 498-2677. b. "Rheopel Plus" manufactured by BASF Corporation, 23700 Chagrin Boulevard, Cleveland, OH 44122-5544, ph: (800) 628-9990, fax: (216) 839- 8821, www.masterbuilders.com. 2.2 WALL REINFORCEMENT A. See Section 03300 and Structural Notes. 2.3 ANCHORS A. For securing masonry to construction, use embedded reinforcing steel as detailed on drawings. B. Provide the following anchors where required - 1. 1/2 x 6-inch (12 mm x 150 mm) anchor bolt embedded in concrete. 2. 1/2 inch (12 mm) bolt in expansion shield. 3. 1/2 inch (12 mm) bolt in embedded insert. 4. Inserts with Anchors: Malleable iron. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04200 Page 4 UNIT MASONRY 2.4 DRAINAGE A. Weep Hole: Open -head mortar joint, 2 inches high, filled with free draining mesh. 2.5 MASONRY CLEANING MATERIALS A. Job -Mixed Detergent Solution: Mix 1/2-cup dry measure tetrasodium polyphosphate with 1/2-cup dry measure laundry detergent into 1 gallon of water (or 1 cup of "Spic and Span"). B. Pressure Washing, Pressure Blasting: Use low pressure wash machine, or dry pressure -blast with suitable abrasives. C. Exterior Masonry for General -Purpose Acidic Cleaner: Use "Sure Klean Custom Masonry Cleaner" by Prosoco, Inc., 3741 Greenway Circle, Lawrence, KS 66046, www.prosoco.com, contact Gene Bollinger at (206) 384-8057, email: gene.bollinger@prosoco.com. D. Potable Water E. All cleaning materials and methods must be approved by local authority having jurisdiction before being used. 2.6 INSECT SCREENS A. Insect Screening: Galvanized steel, 18-by-14 (1.4-by-1.8-mm) mesh, 0.011-inch (0.28- mm) wire. PART 3 EXECUTION 3.1 MASONRY INSTALLATION A. Masonry Unit Surface Finishes: 1. Use smooth (normal) face masonry units where detailed, and at the following locations: a. At locations where surface -mounted devices and signage are installed. b. On courses and surfaces where painted graphics are indicated on the drawings. c. At locations where concealed from view. B. Preparation and Examination 1. Examine conditions, with installer present, for compliance with requirements for installation tolerances and other specific conditions affecting performance of unit masonry. 2. Inspect work in place, correct deficiencies before starting masonry work. Verify all grades and lines for dimensions indicated on drawings. Report variances to the Architect. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04200 Page 5 UNIT MASONRY 3. Examine rough -in and built-in construction to verify actual locations before installation. C. Work in Place: 1. Clean top surface of loose mortar and foreign material before commencing or resuming work. 2. Contractor is responsible for all damage to the work caused by freezing or other causes. 3.2 INSTALLATION, GENERAL A. Workmanship: 1. Comply with ACI 530.1 and NCMA TEK Bulletins. 2. Conform to these following tolerances: Variation from level: +/- 1/4 inch in 10 feet (6 mm in 3 m) Bed joints +/-1/2 inch (12 mm) maximum Top surface of bearing walls Variation from plumb: True to a line: +/- 1/4 inch in 10 feet (6 mm in 3 m) +/- 1/2 inch (12 mm) maximum +/- 1/4 inch in 10 feet (6 mm in 3 m) +/- 1/2 inch (12 mm) maximum +/- 1/4 inch in 10 feet (6 mm in 3 m) +/- 3/8 inch in 20 feet (9.5 mm in 6 m) +/- 1/2 inch (12 mm) maximum Alignment of columns and walls +/- 1/2 inch (12 mm) for bearing walls (Bottom versus top) +/- 3/4 inch (19 mm) for non -bearing walls B. Coordination: 1. Obtain exact sizes of openings for ducts and pipes, etc.; properly build around same. 2. Build -in work furnished by other trades as required. C. CMU Erection: 1. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint widths and to accurately locate openings, movement -type joints, return, and offsets. 2. Avoid the use of less than half size units at corners, jambs and other locations, wherever possible. Form closures with stock specials. Leave no open ends exposed. 3. Corners: Provide interlocking masonry unit bond in each course at corners, unless otherwise shown. D. Lay up walls to comply with specified construction tolerances, with courses accurately spaced and coordinated with other work. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04200 Page 6 UNIT MASONRY E. Lay exposed masonry units in a pattern matching existing masonry columns. Refer to NCMA TEK Bulletin 14. F. Use an inverted lintel CMU as a base for flashing at sills, floor joints and other similar conditions where indicated in flashing details on drawings. G. Lay masonry plumb, true to line and level. Maintain module accurately. Keep joints uniform. H. Do not use chipped or cracked blocks. If such blocks are in a finished wall, promptly remove them and replace with new blocks. Broken units not permitted. Install dry masonry units only. I. Lay no masonry when temperature is below 35 degrees F (2 deg C) on rising temperature or below 40 degrees F (4 deg C) on falling temperature, unless work is enclosed to maintain temperature. J. Protect against freezing at least 72 hours (anti -freeze ingredients not permitted). Cover unfinished work at end of day with waterproof covering. K. Take special care to keep exposed surfaces clean as work progresses. Clean up all excess mortar at walls prior to sealing and painting. L. Cutting: 1. Use stock specials wherever practical. 2. Where cutting is necessary, cut units accurately with motor -driven high speed masonry saws to provide clean, sharp, un-chipped edges. 3. Dry -cut CMU whenever possible. Let wet -cut units dry thoroughly before installing. 3.3 MORTAR BEDDING AND JOINTING A. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells. B. Water-repellent Admixture: Use only mortar containing compatible integral liquid polymeric water-repellent mortar admixture in exterior walls. Use products by the same manufacturer of the Integral Water Repellent used in the masonry units. C. Bed webs in mortar in starting course on all courses of columns, pilasters, and where adjacent to cells or cavities to be filled with grout. D. Maintain joint widths indicated, except for minor variations required to maintain bond alignment. If not indicated, lay walls with 3/8-inch (9.5 mm) joints. 1. Cut mortar joints flush, then tool exposed joints slightly concave using a jointer larger than joint thickness, unless indicated otherwise. Tool head joints first. 2. Do not use raked or struck joints. 3. Cut, refill and retool all defective joints. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04200 Page 7 UNIT MASONRY 3.4 WALL REINFORCEMENT A. Vertical Reinforcement 1. Location and size of reinforcement as indicated on the Drawings. 2. Completely clean out voids before grouting 3. Grout in a maximum of 8-foot (2.44-m) lifts. Grout bars into vertical cells and pilasters, completely filling voids. 4. Mechanically vibrate for complete compaction. 5. Lap bars 48 diameters, or as called out on the Structural Drawings. 6. Extend vertical reinforcement into bond beams and lintels. B. Tolerances for Placing Reinforcement 1. Tolerances for the place of steel: +/- 1/2 inch (12 mm) when the distance from the centerline of steel to the opposite; face of masonry, d, is equal to 8 inches (200 mm) or less; +/- 1 inch (25 mm) for d equal to 24 inches (600 mm) or less but greater than 8 inches (200 mm); +/- 1/4 inch (6 mm) for d greater than 24 inches (600 mm). 2. In walls, for vertical bars, 2 inches (50 mm) from the location along the length of the wall indicated on the Drawings. 3. If it is necessary to move bars to avoid interference with other reinforcing steel, conduits or embedded items and bars are moved more than one bar diameter, or enough to exceed the specified tolerances, notify the Architect. Obtain acceptance of resulting arrangement of bars 3.5 DRAINAGE A. Provide weep holes in joints where moisture may accumulate, including on the first course and where indicated. 1. Use open -head mortar joint to form weep holes, filled with a 2-inch high free draining mesh. 2. Space weep holes 24 inches on center maximum, unless otherwise indicated on Drawings. 3. Do not use permanent tube -type weeps. 3.6 MASONRY AND MORTAR REPAIRING AND POINTING A. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or if units do not match adjoining units. Install new units to match adjoining units; install in fresh mortar or grout, pointed to eliminate evidence of replacement. B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point -up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for application of sealants. C. In -Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears prior to tooling joints. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 04200 Page 8 UNIT MASONRY D. Promptly remove excess mortar from the face of the masonry units. E. Protect adjacent surfaces. 3.7 NEW MASONRY FINAL CLEANING A. Clean exposed interior and exterior masonry surfaces after mortar is thoroughly set, with caulking and sealants in place, both fully cured. B. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels. C. Remove concrete, excess mortar, efflorescence, and surface soiling from masonry walls exposed in the finished work in accordance with the recommendations of the National Concrete Masonry Association TEK Bulletins #8-2, #8-3, masonry manufacturer's recommendations, modified by the descriptions below: 1. Clean masonry before doors, metal fixtures and fittings, door hardware, light fixtures, or electrical wiring and devices are mounted or installed into masonry construction. a. If any of these items are in place when cleaning starts, cover and protect with sealed polyethylene sheets, "Strippable Masking" by Prosoco Inc, or other suitable waterproof materials. 2. Wet wall surfaces with water before using cleaners 3. Use pressure wash machine with clean water, Job -Mixed Detergent Solution described above, or dry pressure -blast with suitable abrasives. 4. Remove cleaners promptly by rinsing thoroughly with clear water, using high pressure (600 to 1000 psi) spray equipment. D. If concrete, excess mortar, efflorescence, or surface soiling remains after cleaning operation, thoroughly wet the surface, then re -clean according to the following: 1. Exterior Masonry Surfaces: Pre -wet surface, then use General -Purpose Acidic Cleaner applied with masonry brush or low pressure spray, following manufacturer's instructions. Follow with complete water rinse to remove cleaner. a. Protect concrete floor slab finish from staining, etching, or damage through contact with cleaning solutions. 3.8 MISCELLANEOUS A. Fill around penetrations and built-in items solid with mortar. Fill all other voids with mortar until flush. B. Install insect screen at top of masonry column enclosures. Fasten securely to masonry. END OF SECTION 04200 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 05500 METAL FABRICATIONS PART1 GENERAL 1.1 SUMMARY A. This Section includes all miscellaneous steel and iron items not specified elsewhere. PART2 PRODUCTS 2.1 FABRICATED ITEMS A. General: Provide the fabrications listed herein and as indicated on the Drawings for a complete installation. B. Pipe Bollards: Steel pipe, 6 inches (150 mm) outside diameter, shop -primed. 1. Steel Pipe Wall Thickness: a. Use Unschedule 40 where filled with concrete. b. Use Schedule 40 where not filled with concrete. 2. Bollard Height Above Grade: 48 inches (1200 mm). 3. Bollard Depth for Embedding Below Grade: 48 inches (1200 mm). Fill bollard to top with concrete. See Drawing for locations of embedded bollards. 4. Include a full height bollard sleeve for each bollard. a. Bollard Sleeve Manufacturer: IDEAL SHIELD, 2525 Clark Street, Detroit,MI 48209-1355, ph: (800) 731-1722 or (480) 380-2100, fax: (480) 380-2112, www.idealshield.com, contact: Marty Venegas, email: mvenegas@idealshield.com. 1) Color: Use OSHA Safety Red (Costco Red). C. Downspouts: Fabricate round downspouts complete with elbows. 1. Materials: a. Where concealed from view (behind column wrap and soffit), use Schedule 40 PVC pipe. 2. Size: As indicated on Drawings. 3. Hangers: SMACNA figure designation 1-34D, 1/16-inch thick x 1-inch wide of galvanized steel sheet. 4. Downspout to Gutter Connections: Provide an outlet round tube with a flange, riveted to the gutter. Solder joints completely for water -tightness. 5. Downspout to Underground Piping: Provide transition boot as required by local Authority Having Jurisdiction. 6. Accessories: Include elbows and other accessories necessary for a complete installation. 7. Fasteners: Stainless steel rivets, anchors, and other hardware necessary for a complete and secured installation. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 05500 Page 2 METAL FABRICATIONS PART 3 EXECUTION 3.1 FABRICATION A. Form steel to accurate sizes and shapes, with sharp lines and angles. Punch and shear to leave clean surfaces. Weld or rivet permanent connections; grind exposed welds smooth, provide holes and connections for work of other trades. 3.2 INSTALLATION A. Execute work in accordance with details indicated in approved shop drawings. B. Shop connections are to be welded. Use certified welders only. C. Work shall be made square, plumb, straight and true, and accurately fitted with tight joints and intersections. D. Exposed work shall be finished smooth with even, close joints and neat connections. E. Do all cutting and fitting required to make all parts to fit accurately. F. When necessary to cut into concrete to set steel parts accurately, do so in such manner so as not to damage the adjoining parts and repair such adjoining parts, thoroughly and neatly, where such cutting is done. G. Downspouts: Join sections with 1-1/2-inch (38-mm) telescoping joints. 1. Fasten downspout to outlet tube, elbow, and boot for a secured connection. 2. Provide hangers with fasteners designed to hold downspouts 1/2-inch away from columns. Locate hangers at top and bottom and at approximately 60 inches (1500 mm) o.c. in between. Fasten hangers to structural steel members. Do not fasten hangers to metal roof panels. 3. Connect downspouts to underground drainage system indicated. END OF SECTION 05500 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 07190 WATER REPELLENT PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes clear, penetrating, liquid water repellent on: 1. Concrete masonry units at new and existing column enclosures. B. Related Sections: 1. Division 4, Section "Mortar and Grout" for masonry joint materials. 2. Division 4, Section "Unit Masonry" for masonry substrates. 1.3 PERFORMANCE REQUIREMENTS A. Absorption: Minimum 90 percent reduction of absorption after 24 hours in comparison of treated and untreated specimens. 1. Concrete Unit Masonry: ASTM C 140. B. Water -Vapor Transmission: Maximum 10 percent reduction in rate of vapor transmission in comparison of treated and untreated specimens, per ASTM E 96 / E 96M. C. Permeability: Minimum 80 percent water -vapor transmission in comparison of treated and untreated specimens, per ASTM D 1653. D. Water Penetration and Leakage through Masonry: Minimum 90 percent reduction in leakage rate in comparison of treated and untreated specimens, per ASTM E 514. E. Durability: Maximum 5 percent loss of water repellency after 2500 hours of weathering in comparison to specimens before weathering, per ASTM G 154. 1.4 ACTION SUBMITTALS A. Product Data: Submit manufacturer's specifications, application instructions, and recommendations for water repellents. Include data substantiating that materials are recommended by manufacturer for application indicated on the drawings and in these specification. B. Water Penetration Test Reports: Measure, document, and report comparison of treated and untreated specimens. Test the rates of water penetration before repellent application starts. Submit test reports to the Architect before including any of this work in an Application for Payment. COSTCO GASOLINE Fuel Facility Expansion 1. Pretreatment Tests: MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 07190 Page 2 WATER REPELLENT a. Before application starts, establish the Base Rate of Water Penetration of the untreated surfaces. b. Immediately send the Pretreatment Test results to the Architect before proceeding with the water repellent application. Include the Pretreatment Test results with warranty documents. C. Water Penetration Test Reports: Measure, document, and report comparison of treated specimens. Test the rates of water penetration when repellent application is completed. Submit test reports to the Architect before including any of this work in an Application for Payment. 1. Treated Wall Tests: a. Ten days after completion of the flood (final) coat, test the same surfaces, at least 16 inches (400 mm) from the locations where Pretreatment Tests were performed. b. Provide the Treated Wall Test results to the Architect. 2. Test Method: Establish the Rates of Water Penetration using the following: a. Use RILEM Test Method No. 14 (RILEM Tube Test), recording the depth of water level in the Rilem tube at the test start, then at 1, 2, 5, and 10 minutes after start of test. b. Make tests at the rate of one for each column, documenting where the test was made. D. Contract Closeout Submittals: 1. Submit executed manufacturer's standard warranty form with authorized signatures from applicator, distributor, Contractor and authorized manufacturer's representative. 2. Submit Instruction Manual for maintenance and cleaning. 1.5 QUALITY ASSURANCE A. Manufacturer's Qualification: Not less than 5 years experience in the actual production of specified products. B. Contractor shall comply with manufacturer's recommendations and instructions in addition to the terms of the manufacturer's warranty and the following: 1. Contact manufacturer prior to submitting bid for specific project material requirements. 2. Applicator shall be regularly engaged and specializing in similar water repellent work for the preceding 5 years, have all necessary licenses, certifications, and other written approvals required by the manufacturer. 3. Submit appropriate certification, signed by the manufacturer's representative and General Contractor, documenting the quantity of materials applied to the project surfaces, together with the method of application. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 07190 Page 3 WATER REPELLENT 4. Upon award of Contract, notify manufacturer's representative of required quantities and anticipated application date. Schedule date when manufacturer's representative can review a test application and verify quantities requited. 5. Comply with warranty requirements of manufacturer and submittal of documents with warranty paperwork. 6. Keep an up-to-date project log, recording the following: a. Date, temperature, climate, locations of application, amount of surface area covered, material used, manufacturer's batch numbers, equipment used, and applicator's names. b. Submit the original copy of these documents to the manufacturer's representative, with copies to the General Contractor each week. c. Submit Togs to General Contractor for submittal with warranty paperwork. 1.6 PRE -INSTALLATION CONFERENCE A. Conduct a Pre -installation Conference at the project site before the start of repellent application. B. Attending meeting will be: General Contractor, Mason Contractor, MBS Contractor, Sealant applicator, Flat Work Contractor, Owners' representative, electrical contractor, water repellent manufacturer, distributor of water repellent, etc. C. Agenda: Review progress of other construction activities and preparations for repellent application, including the following: 1. Discuss responsibilities for an acceptable wall surface that is ready to receive water repellent, and identify wall areas needing repair or remedial work before repellent application proceeds. 2. Review the sample application on the wall mockup to confirm coverage rates and improvement in water repellent characteristics described below. 3. Identify potential product compatibility problems, acceptability of substrates, 4. Discuss time schedules, weather limitations, space and access limitations, protection of construction and personnel, and applicable air quality regulations that may affect this work. 5. Review, testing and inspecting requirements, and their link to payment applications. 6. Review manufacturer's written recommendations, and warranty requirements. 7. Record significant conference discussions, agreements, and disagreements. Do not proceed with installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date. 1.7 DELIVERY, STORAGE AND HANDLING A. Deliver materials in original sealed containers, clearly marked with manufacturer's brand name, grade of material, date of manufacture and batch number. B. Store materials in areas where temperatures are not Tess than 50 deg F (10 deg C), unless authorized by the manufacturer. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 07190 Page 4 WATER REPELLENT 1.8 PROJECT/SITE CONDITIONS A. Do not apply water repellent under following conditions: 1. During inclement weather, when air temperature is below 40 deg F (4 deg C) or above 90 deg F (32 deg C). 2. When rain or temperatures below 40 deg F (4 deg C) are predicted for a period of 24 hours before or after application. 3. Earlier than 3 days after surfaces became wet. 4. When substrates might be frozen. 5. When surface temperature is Tess than 40 deg F (4 deg C). 1.9 WARRANTY A. At conclusion of work, submit warranty issued by the water repellent manufacturer covering both labor and materials for above grade water repellency of the treated substrate for a period of 5 years. B. Warranty by subcontractors is not acceptable. PART 2 PRODUCTS 2.1 MATERIALS, GENERAL A. Provide clear, deep penetrating, non -film -forming, non -silicone, non -yellowing, heavy- duty water repellent solutions onto vertical exterior surfaces. B. Repellent Composition: Blend of silanes, siloxanes, alkytrialkoxysilanes, and additives, manufactured for uses described herein. 2.2 CLEAR WATER REPELLENT TREATMENT A. Approved Manufacturers: Use a product appropriate for the substrate indicated, meeting local VOC regulations, manufactured by one of the following manufacturers: 1. Protectosil Chem-Trete or Aqua-Trete, a Brand Product of Evonik Industries, 379 Interpace Parkway, Parsippany, NJ 07054, contact: Bob Sallee, ph: (800) 370- 7821 or (253) 841-2849, email: bob@salleeco.com. 2. ProSoCo, Inc., 3741 Greenway Circle, Lawrence KS 66046, www.prosoco.com, contact Gene Bollinger at (206) 384-8057, email: gene.bollinger@prosoco.com. 3. Hydrozo Enviroseal, a Brand Product of BASF The Chemical Company, 889 Valley Park Drive, Shakopee, MN 55379-1854, ph: (800) 327-1570 or (952) 496- 6000, fax: (952) 496-6062, www.chemrex.com. B. For concrete masonry substrates, use one of the following: 1. "Protectosil Aqua-Trete Concentrate" (VOC 45-90 g/L) by Evonik Degussa Industries. 2. "Weather Seal Siloxane WB Concentrate" (VOC 16-41 g/L) by Prosoco. 3. Hydrozo "Enviroseal PBT" (VOC < 118 g/L), a Brand Product by BASF The Chemical Company. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 07190 Page 5 WATER REPELLENT C. For substrates, temperatures, or other conditions not indicated, obtain manufacturer's written recommendations for an appropriate product. PART 3 EXECUTION 3.1 PREPARATION A. Examination: Prior to work of this section, carefully inspect the installed work of other trades; verify that all work is complete to the point where this installation may start. B. Substrate Preparation: Surfaces shall be clean of dust, dirt and foreign matter detrimental to proper installation of water repellent. Verify that all cracks have been filled with pointing mortar or approved caulking sealant. Verify that voids in masonry joints or joints found to be unsound or otherwise defective have been raked out and pointed with mortar to create a joint of full face shell thickness. 1. Do not begin application until substrate has been repaired to the satisfaction of the water repellent representative. 2. Cured masonry shall be allowed 3 to 5 days drying time following rainfall prior to water repellent application. C. Pretreatment Water Penetration Tests: Measure and document the rates of water penetration before repellent application starts. 1. Perform tests using methods described above in Part 1. 2. Submit test reports to the Architect before continuing with water repellent application. D. Protection: 1. Provide masking or covering for materials that could be damaged by water repellent. 2. Protect pre -finished products from contact with water repellent. 3. Protect landscape materials with breathing type drop cloths. Do not use visqueen or other plastic covers. E. Sealant Coordination: 1. Assure water repellent compatibility with each type of joint sealer within or adjacent to surfaces receiving treatment. 2. Coordinate treatment application with joint sealers; where recommended by joint sealer manufacturer, apply water repellent after joint sealer is installed and cured. 3. Mask surfaces indicated to receive joint sealers that would be adversely affected by water repellent, where application must be applied prior to joint sealers. 3.2 REPELLENT ABSORPTION TEST APPLICATION A. Repellent Absorption Test Application: Make a test application, with the Manufacturer's Representative observing, prior to making any bulk purchase or delivery of water COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 07190 Page 6 WATER REPELLENT repellent products. Use the masonry mock-up panel, or an unobtrusive location on the building to determine rate of application and final effect of repellent installation. B. Coverage Rate Report: Document and submit a written report of the repellent coverage to the Architect. Include report in warranty documentation. 3.3 APPLICATION A. Apply water repellent to all new and existing masonry columns, in accordance with manufacturer's instructions and applicable recommendations. 1. Apply a heavy saturation coating on surfaces indicated for treatment using high - volume low-pressure spray equipment. 2. Pump shall not atomize materials but should flow material onto the surface at a minimum rate of 1 to 1-1/2 gallons (0.4 to 0.6 L) per minute. 3. If surface tension prevents immediate penetration of materials, briskly fog coat section prior to flood coat application. B. Do not allow material to run onto concrete or asphalt pavement. Use movable metal catcher or an absorbent material to intercept repellent. C. Treated Wall Water Penetration Tests: Measure and document the rates of water penetration after repellent application. 1. Perform tests using methods described above in Part 1. 2. Furnish test results to the Architect. Include report in warranty documentation. 3.4 FIELD QUALITY CONTROL A. Manufacturer's Field Service: 1. Provide services of a factory -authorized technical service representative to observe the substrate before application and to instruct the applicator on the product and application method to be used. 2. Observe the start of water repellent application, assure use of proper equipment, verify material quantities, material application techniques, and observe the initial application of water repellent material. 3. Observe all treated surfaces after application of water repellent to assure complete product use and material performance. 4. Furnish a written report prepared by the manufacturer's representative stating that surface preparation, application of water repellent, and final condition comply with the warranty requirements. B. Work that does not conform to specified requirements shall be corrected and/or replaced as directed by the Architect at contractor's expense without extension of time. 3.5 CLEANING A. Clean water repellent from adjoining surfaces immediately after spillage. Comply with manufacturer's recommendations for proper cleaning techniques to prevent damage. B. Remove protective coverings from adjacent surfaces when no longer needed. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 07190 Page 7 WATER REPELLENT COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 07190 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 07190 Page 8 WATER REPELLENT (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 07950 PETROLEUM RESISTANT SEALANT PART1 GENERAL 1.2 SUMMARY A. This Section includes high performance, petroleum resistant, elastomeric joint sealants. 1.3 SUBMITTALS A. Product Data: For petroleum resistant joint -sealant products specified. 1.4 QUALITY ASSURANCE A. Preconstruction Compatibility and Adhesion Testing: 1. Use manufacturer's standard test methods to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. 2. Schedule sufficient time for testing and analyzing results to prevent delaying the work. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer, product name and designation, color, expiration date, pot life, curing time, and mixing instructions for multi -component materials. B. Store and handle materials to comply with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, contaminants, or other causes. 1.6 PROJECT CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When ambient and substrate temperature conditions less than 50 deg F (10 deg C) or greater than 95 deg F (35 deg C). 2. When joint substrates are wet or covered with frost. 3. Where joint widths are less than those allowed by joint -sealant manufacturer for applications indicated. 4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates. PART 2 PRODUCTS 2.1 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backing materials, and related materials that are compatible with one another and with joint substrates under conditions of service and COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 07950 Page 2 PETROLEUM RESISTANT SEALANT application, as demonstrated by joint -sealant manufacturer based on testing and field experience. 2.2 COLD -APPLIED JOINT SEALANTS A. Multi -Component, Non -Sag Fuel Resistant Polysulfide Sealant: 1. Product: Twin Tube Paste or Self -Leveling, as manufactured by Prevention Technologies, Inc. (PTI), 347 W. 2nd Street, Moorestown, New Jersey 08057, ph: (856) 273-9700, contact: David Lyzinski, email: dlyzinski@verizon.net; website: preventiontechnologiesi nc. com. B. Single -Component, Low -Modulus, Neutral -Curing, Non -Sag Fuel Resistant Silicone Sealant: ASTM D 5893, grey color. 1. Available Products: a. Crafco Inc.; RoadSaver Silicone. b. Dow Corning Corporation; 888. 2.3 PRIMERS A. Provide primers recommended by joint -sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint -sealant -substrate tests and field tests. PART 3 EXECUTION 3.1 SCHEDULE OF INSTALLATION A. Install Type NS Fuel Resistant Polysulfide Sealant at the following locations: 1. Expansion and contraction joints between cement concrete pavement and dispenser islands, 2. Expansion and contraction joints within cement concrete pavement. 3. Other locations not listed above, but necessary to prevent spilled fuel from entering subgrade earth material. B. Install Type NS Fuel Resistant Silicone Sealant at the following locations: 1. Joints between dispenser assemblies and cement concrete tops of dispenser islands. 2. Joints between metal column bases and cement concrete tops of dispenser islands. 3.2 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint -sealant performance. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 07950 Page 3 PETROLEUM RESISTANT SEALANT 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.3 PREPARATION A. Thoroughly sweep around islands to be sealed. Clean all cracks, crevices and expansion joints abutting island curbing. Area must be free of dirt, dust, spills, oil, etc. The area must be completely dry. B. Area Preparation: Scrub the general area using "FM-186" series Surface Washing Agent, manufactured by Environmental Chemical Solutions, Inc., ph: (877) 253-2665. C. Substrate Preparation: Before applying polysulfide sealant, dean substrate with Acetone, Xylene or Methyl Ethel Ketone (MEK) and if necessary, scuff the substrate if appropriate for proper adhesion. D. Applicator must wear disposable nitrile gloves and safety goggles. E. Install backer materials of type indicated to support sealants during application and at position required to produce cross -sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of backer materials. 2. Do not stretch, twist, puncture, or tear backer materials. 3. Remove absorbent backer materials that have become wet before sealant application and replace them with dry materials. 3.4 INSTALLATION OF JOINT SEALANTS A. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross -sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. B. Shape the sealant to be smooth with a slight cove. C. Before applying paste make sure that area receiving the application is deaned with and if necessary scuff the area for proper adhesion. D. Clean tools with Xylene. Hands and skin can be cleaned with Fast Orange or equivalent. E. Allow 2 hours for polysulfide sealant to harden, 24 hours for full cure at 70 degrees F (20 deg C), and 7 days to gain full strength. 3.5 CLEANING AND PROTECTION A. Clean off excess sealants or sealant smears adjacent to joints as the work progresses by methods and with cleaning materials approved by manufacturers of joint sealants and of products in which joints occur. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 07950 Page 4 PETROLEUM RESISTANT SEALANT B. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately and replace with joint sealant so installations with repaired areas are indistinguishable from the original work. END OF SECTION 07950 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 09900 PAINTING PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. The Work includes surface preparation and field painting of all exposed metal surfaces, including structural steel framing, support framing, gutters, downspouts, hangers, anchors, bolts, fasteners, conduits, and other accessories. B. Surface preparation and priming specified in this Section are in addition to priming and surface treatment applied in the shop. C. Do not paint prefinished items or concealed surfaces. 1.3 QUALITY ASSURANCE A. Qualifications of Painters: Use only qualified commercial painters or finishers for the mixing and application of paint. In the rejection of installed painting, no allowance will be made for lack of skill on the part of painters. 1. Upon request, furnish in writing the painting subcontractor's qualifications attesting to past satisfactory experience in painting work of not Tess than the scope of this project. B. Responsibility: 1. For all work in this section, painter is responsible for expected results from materials and methods specified. 2. Painter is responsible for the surfaces to which paint is applied, and after application of same. Excuse of improper surfaces will not be accepted. 3. In all work covered by the painter, go over the work after completion and repair all damaged spots, whether due to defective materials or workmanship or defects of the surfaces covered. Apply necessary additional coats of paint to cover all spots, uneven coverage, and discoloration of every sort, at no cost to the Owner. 4. Painter is responsible for compatibility of all coats of paint and finish. 1.4 ACTION SUBMITTALS A. Product Data: COSTCO GASOLINE Fuel Facility Expansion 1. Submit a complete list of all proposed materials with manufacturer's product data for each type of material proposed for use. 2. Submit current recommended methods of application published by the manufacturer for the proposed materials and substrates. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 09900 Page 2 PAINTING B. Samples: 1. Submit three brush out paint samples, approximately 8 x 12 inches (200 x 300 mm) for each opaque finish to demonstrate color, texture and gloss for each type of paint scheduled and selected for use in the project. 2. Do not start work before receiving Architect's approval of materials and selection of colors. 1.5 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver all paint materials to the job site in original unopened containers, with all labels and tags intact and legible at the time of use. B. Storage and Handling: 1. Store only the approved materials at the job site, and store only in a suitable and designated area restricted to the storage of paint materials and related equipment. Protect from freezing and intrusion of foreign matter. 2. Use all means necessary to ensure the safe storage and use of paint materials and the prompt and safe disposal of waste. 3. Protect paint materials before, during, and after application. Protect the installed work and materials of all other trades. 4. Remedy any damage to the storage area caused by the storage of paint. C. Fire Hazard and Safety: 1. Every day upon stopping work, remove oily rags, empty containers and other rubbish produced by the painting and finishing work from the site. 2. Ventilate storage areas; comply with all regulations of the governing authorities. D. Combustible and/or Toxic Materials: 1. Where toxic and/or combustible materials are used, take appropriate precautions, as a regular procedure, to conform to the manufacturer's recommendations and to the requirements of the applicable safety regulatory agencies. 1.6 SPECIAL WARRANTIES A. Contact the paint manufacturer's representative to verify Special Warranty procedures and to schedule inspections before paint work starts and after painting is completed. B. Furnish special warranties in which manufacturer agrees to repair or replace exterior paints where products fail in material or application workmanship within the periods specified below. 1. Furnish a 7-year warranty in which manufacturer agrees to repair or replace paint at exterior metals if paint is determined to be defective. a. Defective shall mean peeling, cracking, chipping, flaking, chalking, and fading in excess of 5 "delta-E Units" when measured according to ASTM D 2244 "Calculation of Color Differences from Instrumentally Measured Color Coordinates" using CIEDE2000 color difference equation. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 09900 Page 3 PAINTING C. The warranty periods shall extend from the date of Final Completion of the project and include replacement materials and installation labor. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturers: 1. The Sherwin-Williams Company, 101 Prospect Avenue, Cleveland, Ohio 44115, www.sherwin-williams.com, contact: Ed Stein, office: (509) 465-8426, cell: (509) 994-6394, email: ed.stein@sherwin.com. 2. PPG Architectural Finishes, One PPG Place, Pittsburgh, PA 15272, www.ppg.com, contact: Rick Garlin, ph: (317) 318-5800, fax: (855) 382-3814, email: gamin@ppg.com, or Corporate National Accounts Customer Service (866) 298-7245. 2.2 MATERIALS, GENERAL A. Material Quality: Provide manufacturer's best -quality paint material of the coating types specified that are factory formulated and recommended by manufacturer for application indicated. Paint -material containers not displaying manufacturer's product identification will not be acceptable. B. Material Compatibility: All paint materials and equipment shall be compatible in use, with finish coats compatible with prime coats; prime coats compatible with surface to be coated; and all tools and equipment compatible with the coating to be applied. 2.3 EXTERIOR PAINT MATERIALS A. Un-galvanized and Galvanized Steel — Gloss: Paint all exposed primed and/or unfinished metal surfaces, including structural steel, metal panels, miscellaneous steel; supports, brackets, angles, downspouts, hangers, gutters, anchor bolts, fasteners, conduit, piping, and similar items. COSTCO GASOLINE Fuel Facility Expansion 1. Sherwin-Williams: a. First Coat: Pro Industrial Pro-Cryl Universal Water Based Primer B66-310 Series (2.0-4.0 mils dry) (VOC: <100 g/L). This field -applied primer coat is required, whether or not steel has been shop primed. b. Second and Third Coats: Sher-Cryl HPA High Performance Acrylic B66 Series (2.5-4.0 mils dry) (VOC: <200 g/L). 1) Color: See Color Schedule below. 2. PPG Architectural Finishes: a. First Coat: 90-712 Pitt Tech Plus DTM Acrylic Primer (2.0-4.0 mils dry) (VOC: <123 g/L). This field -applied primer coat is required, whether or not steel has been shop primed. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 09900 Page 4 PAINTING b. Second and Third Coats: 90-1310 Pitt -Tech Plus Gloss Acrylic Enamel (2.5 - 4.0 mils dry) (VOC: <90 g/L). 1) Color: See Color Schedule below. B. For Horizontal Surfaces in Traffic Areas: Use traffic marking paint, as specified in Division 2 Section "Pavement Marking". 2.4 SHOP -APPLIED FINISH MATERIALS A. See Division 13 Section "Pre -Engineered Metal Canopy". 2.5 COLOR SCHEDULE A. Canopy Structural Steel, Miscellaneous Steel, and Accessories: 1. Color: Match existing colors. B. Dispenser Island Colors: 1. Island Sides: Gloss Black. 2. Island Ends: Gloss Blue (color to match Sherwin-Williams "Lapis Lazuli" SW1805). 3. Paint entire exposed side faces. C. Vent Pipe Color: White D. New Canopy Panel Color: Prefinished both sides, per drawings. E. New Canopy Fascia Panel Color: Prefinished outside face per drawings; field paint inside face. F. Exterior Conduits, etc., Color: Match adjacent surfaces. G. Underground Storage Tank Manway Lids: Clean all manway lids and mounting rings before painting and final acceptance. ITEM PAINTED COLOR 1. UST turbine sump manway and fill sump manway: White 2. Fill and vapor recovery covers and cover mounting rings: Shall be painted as per API recommended Practice 1637A: 3. Vapor recovery covers and cover mounting rings Orange 4. Regular Octane spill containment cover(s) White with Black Cross 5. Regular Octane spill containment cover mounting rings White 6. Premium Octane spill containment cover(s) Red with White Cross 7. Premium Octane spill containment cover mounting rings Red MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 09900 Page 5 PAINTING PART 3 EXECUTION 3.1 SURFACE CONDITIONS A. Inspection: 1. Prior to application of paint, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. Painter shall determine that substrates are in acceptable condition to receive paint. 2. Verify that all paint finishes can be applied in strict accordance with all pertinent codes and regulations and the requirements of the paint manufacturer. B. Discrepancies: 1. In the event of discrepancies, either the surfaces are not clean, dry, smooth and at proper temperature or surfaces and installation conditions are not within acceptable ranges, immediately notify the Contractor and the Architect for directions. 2. Do not proceed with installation in areas of discrepancies until all such discrepancies have been fully resolved in writing. 3. The application of paint indicates acceptance of the surface and working conditions. C. Protection: 1. Prior to all surface preparation and painting operations, completely mask, remove, or otherwise adequately protect all hardware, accessories, machined surfaces, plates, lighting fixtures, and similar items in contact with painted surfaces but not scheduled to receive paint. Replace same upon completion. 2. Protect all work from damage. 3.2 PREPARATION OF SURFACES A. General: Prepare surfaces prior to paint application in compliance with manufacturer's written recommendations. 1. Before applying paint or other surface treatment, thoroughly clean all surfaces involved. Select proper surface preparations as recommended by the paint manufacturer and specified herein to ensure coating adhesion to the substrate. Take into account the substrate, temperature and environment. B. Preparation of Galvanized Metal Surfaces: 1. Clean surfaces using manufacturer's recommended cleaning methods for galvanized steel surfaces to completely remove existing paint/coating, oil, oil residue, grease, dirt, loose mill scale, salts, rust, corrosion, stains, and other contaminants and to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. 2. Remove all oil and grease from surface by Solvent Cleaning per SSPC-SP1. 3. Mechanically remove all rust and loose materials. Rusty galvanizing requires a minimum of Hand Tool Cleaning per SSPC-SP2. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 09900 Page 6 PAINTING 4. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. 5. Wire brush, solvent clean, spot prime and touch up bare areas, seams, joints, connections, and galvanized coatings that have been damaged. 6. Prime all steel surfaces, primed or un-primed, prior to applying finish coats. 7. Prime areas the same day as cleaned. 8. Prior to starting the painting work, apply a test patch using painting systems specified. Allow paints to dry at least one week before testing adhesion. If adhesion is poor, use brush blasting per SSPC-SP7 to remove these treatments. Remove, repeat surface preparation, and reapply if adhesion is determined to be poor and inadequate. Re -test until proper adhesion is achieved. C. Preparation of Steel and Other Metals: 1. Clean surfaces using manufacturer's recommended cleaning methods for ferrous steel surfaces to completely remove all existing paint/coating, oil, oil residue, grease, dirt, loose mill scale, salts, rust, corrosion, stains, and other contaminants and to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. 2. Remove all oil and grease from surface by Solvent Cleaning per SSPC-SP1. 3. Remove rust, corrosion, loose mill scale, salts, stains, rust, corrosion, and other contaminants by commercial blast cleaning. a. Blast -clean steel surfaces as recommended by coating manufacturer and according to SSPC-SP6/NACE 3 Commercial Blast Cleaning. 4. Zinc, lead and copper requiring paint are to be cleaned with commercial pre - treating solution or solution consisting of 4 ounces (0.11 kg) of copper sulphate in one gallon of water. Permit solution to dry on surface not less than 12 hours, and dust off with stiff brush. Follow manufacturer's directions for pre -treating solution. 5. Provide barrier coats over incompatible primers or remove primers and reprime substrate. Provide a bonding coat over pre -finished metal panels to promote adhesion of finish coats. 6. Treat bare and sandblasted or pickled clean metal with a metal treatment wash coat before priming. 7. Wire brush, solvent clean, spot prime and touch up bare areas, seams, joints, connections, and shop -applied prime coats that have been damaged. 8. Prime all steel surfaces, primed or un-primed, prior to applying finish coats. 9. Prime areas the same day as cleaned. 10. Paint all exposed piping and other metals at roof top level. 11. Prior to starting the painting work, apply a test patch using painting systems specified. Allow paints to dry at least one week before testing adhesion. If adhesion is poor, use brush blasting per SSPC-SP7 to remove these treatments. Remove, repeat surface preparation, and reapply if adhesion is determined to be poor and inadequate. Re -test until proper adhesion is achieved. D. Previously Primed Surfaces: 1. Remove all surface contaminations such as oil, grease, foreign matter, mold, mildew and other contaminants to assure sound bonding. Solvent clean per SSPC-SP1, then prime as specified. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 09900 Page 7 PAINTING 2. Mechanically remove all rust and loose materials. Spot prime those same areas as well as all other damaged surfaces and exposed fasteners, using primer product specified. Re -prime the entire steel structure prior to applying finish coats. 3. Check for compatibility by applying a test patch of the recommended coating system, covering at least 2 to 3 square feet. Allow to dry. If the coating system is incompatible, use surface preparation methods outlined in ASTM D 4259. 3.3 PAINT APPLICATION A. General: 1. Read and follow label directions and manufacturer's recommendations for product application. 2. When color, rust, stain, dirt or undercoats show through final coat of paint, work is to be covered by additional coats until paint is of uniform color and appearance and coverage is complete. Coating under final coat is to be noticeably lighter than final coat. 3. Apply paint using methods to achieve a uniform painted appearance, smooth and free from "holidays", runs, sags, skips and defective brushing. Make edges of paint adjoining other materials or colors sharp and clean without overlapping. Should workmanship of finish be found defective, repeat preparatory work and apply additional coats as necessary to provide a finish in accordance with Specifications and color samples. 4. Paint all piping exposed to weather. No unpainted metal piping shall be left in contact with or exposed to weather above the gaivalume roof panels, which may cause galvanic action between the two materials. 5. Separate metal from non -compatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. 6. At completion, touch-up and restore finish where damaged or defaced, and leave in first class condition.. Remove paint stains completely from finished work. B. Environmental Conditions: 1. Exterior painting to be performed when surface to receive coating temperature is between 50 to 120 deg F (10 to 48 deg C), no hotter or colder. Do no painting when the relative humidity exceeds 85 percent. a. When temperature is forecasted to be below 50 deg F (10 deg C), submit a Request for Information (RFI) for an alternate painting system. C. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 09900 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 09900 Page 8 PAINTING (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 10400 SIGNS PART1 GENERAL 1.1 SUMMARY A. This Section includes signs and decals. PART 2 PRODUCTS 2.1 SIGNS, GENERAL A. The Owner will supply and install the clearance signs and flat -cut metal canopy signs indicated as S.I.O. and as described below. B. The Owner will supply and Contractor shall install all other signs indicated as S.O.I.C. on the Drawings. 2.2 DIRECT APPLIED VINYL SIGN LETTERS (DECALS) A. Supplied by Owner for Installation by Contractor, die -cut vinyl sign letters characters are made from nominal 3.0 mil thick vinyl film, with pressure -sensitive adhesive backing. B. Install decal sign letters where indicated on drawings. 2.3 FABRICATED SIGNS A. The following fabricated signs are supplied and installed by Owner and are described for information only. B. Produce the "COSTCO GASOLINE" Logo in the exact style and proportion indicated on Costco Gasoline's Logo Standards. Contact Costco Wholesale's Creative Director or Art Director in Issaquah, WA for Logo Standards and electronic logo file. 1. The Costco Logo is available as an electronic computer file. Please indicate what file format is needed (e.g., Illustrator, JPEG, EPS, etc.). Contact Kerry Johnson, Creative Director, phone: (425) 313-8639, email: kdjohnson@costco.com or Dawn Sandbeck, Art Director, phone: (425) 313-6685, email: dsandbeck@costco.com. C. Sign Colors: 1. Finish characters COSTCO in Costco standard red color. Match color of Sherwin- Williams "Safety Red" SW4081. 2. Finish the word "GASOLINE" and graphic stripes in Costco standard blue color. Match color of Sherwin-Williams "Lapis Lazuli" SW1805. D. Flat -Cut Metal Canopy Fascia Signs: 1. Canopy Fascia Mounted Signs: Provide flat -cut characters and graphics fabricated from Aluminum Composite Material (ACM); sheets of aluminum bonded to an extruded thermoplastic core. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 10400 Page 2 SIGNS a. Use "Alpolic" ACM with 0.020-inch (0.50-mm) thick, coil -coated aluminum sheet facings, manufactured by Mitsubishi Chemical America, Inc., contact: David J Kearney, ph: (757) 382-5750, email: dave@alpolic.com. b. Panel Thickness: Minimum thickness 0.157 inch (4 mm). 2. ACM Character and Graphic Finish: Use Alpolic manufacturer's standard fluoropolymer paint system, in the colors described above. 3. Cut, trim and square edges of characters and graphics with no displacement of face sheets or protrusion of core material. 4. Attachment Fasteners and Accessories: Use metal compatible with ACM sign back -facing, and the canopy materials. 5. Warranty: 20 years from Date of Substantial Completion, for both material and labor. Warranty shall include signage color and gloss, and signage material and installation. PART 3 EXECUTION 3.1 INSTALLATION A. Install new signs where indicated on the Drawings. 1. Patch and repair all holes, scratches and damages on existing fascia panels where old sign and lights are removed. Match paint material, finish and color. END OF SECTION 10400 MULVANNYG2 ARCHITECTURE i COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 11140 TANK, PIPING, AND DISPENSER REQUIREMENTS PART1 GENERAL 1.1 SUMMARY A. This Section Includes: 1. Items furnished by the Owner for installation by the Contractor. 2. Items furnished and installed by the Contractor. 3. Construction and Installation Permit Responsibilities. 4. Standard Reference Document requirements. 5. Material and Equipment Sources. 6. Pipe Bedding Material and Backfill. B. Work in other sections includes: 1. Product, Vapor and Vent Piping: Section 11144 2. Fuel Dispenser Assemblies: Section 11146 3. Tank and Line Monitoring System and Sensors: Section 11147 4. Testing: Section 11149 1.2 DESCRIPTION Owner shall furnish dispensers, canopy, Veeder Root console, and any other related items as marked on the drawings "Furnished by Owner". The Contractor shall furnish and install all other items not indicated on the drawings as being furnished by Owner but necessary for a complete and fully operational gasoline dispensing system. A. Permits for the gasoline dispensing units will be obtained by Owner's Representative unless otherwise indicated in the drawings or supplemental conditions. Contractor shall obtain and pay for all other permits, licenses, etc. All testing operations of the piping, monitoring, and dispensing systems shall be provided by an independent testing company unless indicated otherwise in the drawings or supplemental conditions. B. All underground or other concealed work shall be inspected and approved by the Fuel Facility Installation Oversight Agent before being covered over. Contractor shall be liable for any and all undue settlement and shall repair at his expense any damage resulting therefrom for a period of one year after acceptance of the work. (Undue settlement shall be settlement in excess of 1 inch). C. All construction shall be in accordance with the latest edition of the following documents: COSTCO GASOLINE Fuel Facility Expansion 1. American Petroleum Institute (API) "Recommended Practice 1615 Installation of Underground Petroleum Storage Systems" 2. Petroleum Equipment Institute (PEI/RP 100-05) "Recommended Practices for Installation of Underground Liquid Storage Systems" 3. NFPA 30 "Flammable & Combustible Liquids Code" 4. NFPA 30A "Code for Motor Fuel Dispensing Facilities and Repair Garages" 5. NFPA 70 "National Electrical Code" 6. "Uniform Fire Code" — Articles 52 and 79 7. "International Fire Code" — Chapters 22 and 34 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11140 Page 2 TANK, PIPING, AND DISPENSER REQUIREMENTS 8. The project contract drawings and these specifications D. All construction shall be in accordance with the requirements of state, local, or provincial authorities with administrative powers governing this work: 1. Fire Department or Fire District 2. Health Department 3. Air quality or air pollution boards 4. Other boards or agencies established by government bodies E. Use only components that are tested and listed with Underwriters Laboratories, Inc. (UL) for these purposes. F. Installer Qualifications: Furnish to Architect, prior to starting work: 1. Proof or certification that the installing contractor has been trained and is certified by the various manufacturers (tanks, piping, dispensers, monitoring systems) to install systems of this type. 2. The contractor shall show proof of possession of all applicable State and local licenses as a certified UST installer. PART 2 PRODUCTS 2.1 ITEMS SUPPLIED BY OWNER A. Owner will furnish products indicated as Supplied and Installed by Owner (SIO), and as Supplied by Owner and Installed by Contractor (SOIC), both of which are listed in detail on the Drawings. 1. The Owner's sources are direct purchase of major components from manufacturer. a. Coordinate delivery of products from Owner and Installed by Contractor (SOIC) by contacting Owner's Purchasing Department at (425) 427-7578. b. Coordinate delivery of products supplied and Installed by Owner (SIO) as may be required by contacting Owner's I.S. Purchasing Department at (425) 313-8679. B. Observe and follow the detailed ordering, delivery, and storage instructions described in Division 1, "Summary of Work." C. Owner supplied items will include, but not be limited to the following products: 1. Fuel Dispenser Assemblies: a. Multi -product fuel dispensers with card reader options and associated interface equipment. Dispensers shall be Gilbarco Encore Series, two products with single hose per side or as called out on drawings or in the supplemental conditions. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11140 Page 3 TANK, PIPING, AND DISPENSER REQUIREMENTS 2.2 ITEMS SUPPLIED AND INSTALLED BY CONTRACTOR A. The Contractor will furnish products indicated as supplied and installed by Contractor (SIC) that are listed in detail on the drawings. No substitution of any equipment's manufacturer or model number specified within the drawings is permitted. 1. The Contractor's sources for the major list of top of tank and piping equipment shown on the drawing materials list are limited to ANS Distributing and Source North America only. COSTCO GASOLINE Fuel Facility Expansion a. Coordinate delivery of products from ANS Distributing by contacting ANS at (800) 462-1278. b. Coordinate delivery of products from Source North America by contacting Source at (877) 896-4328. 2. Top of Tank Equipment: a. Submersible turbine pumps, check valves, vacuum sources, intake filter screens and controllers: All submersible pump and components shall be manufactured by FE Petro or as called for on the drawings or in the supplemental conditions. b. Tank fill EVR Phase I vapor manhole assemblies including spill buckets, fill and vapor recovery adapters and caps and associated ancillary equipment as detailed on the drawings. Tank fill manhole assemblies and components shall be manufactured by Franklin Fueling or as called for on the drawings or in the supplemental conditions. c. API product identification markers and tags: As noted on plans. d. Turbine access manhole, annular access manhole and observation port access manhole lids, rings, and gasket assemblies: As noted on plans. e. Vent/vapor recovery extractor fittings and ball floats valves: As noted on plans. f. System fittings, connectors, fittings and appurtenances: As noted on plans. g. Island Forms: Island forms shall be Riverside Steel or equal as noted on drawings. h. Under dispenser containment sumps: 1) Sites Outside of California: Dispenser containment sumps shall be single -wall sumps or as called for on the drawings or in the supplemental conditions. Dispenser containment sumps are required to be purchased as pre assembled units from the factory as noted on the plans. i. Dispenser hanging hardware, hoses, swivels, breakaways, and nozzles: As noted on site specific drawings and per jurisdictional requirements. 3. Gasoline Product, Vapor, and Vent Piping: a. Gasoline Product Supply Pipe and Fittings: Product piping shall be double - wall fiberglass or flexible double -wall HDPE piping as called for on the drawings or in the supplemental conditions. b. Gasoline Siphon Piping and Fittings between 87-Octane Tanks: Siphon piping shall be double -wall fiberglass or flexible double -wall HDPE piping as called for on the drawings or in the supplemental conditions. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11140 Page 4 TANK, PIPING, AND DISPENSER REQUIREMENTS c. Vapor Recovery Piping and Fittings: Vapor recovery piping and fittings shall be double -wall fiberglass piping or as called for on the drawings or in the supplemental conditions. d. Vent Piping and Fittings: Vent piping shall be double -wall fiberglass piping or as called for on the drawings or in the supplemental conditions. e. Component Pipe Fittings: Component fittings shall be as supplied in accordance with the piping as called for on the drawings or in the supplemental conditions. f. Sump Entry Boots: Sump entry boots shall be in accordance with the site - specific plan details. g. Flexible Connectors: In accordance with site specific plan details. 4. Tank and Piping Sensors and Alarm Devices: a. Electronic pressure line leak detector sensors. b. Single float hydrostatic monitoring sensors and caps for annular space. c. Magnetostrictive automatic tank level gauge probes and caps. d. All tank and dispenser sump monitoring sensors and mounting hardware. e. Overfill alarm and acknowledge switch. Note: All monitoring sensor components will be manufactured by Veeder-Root or as called out on drawings or in supplemental conditions. Specific component model numbers will be that as called out on site -specific drawings. 5. Steel Piping: a. Provide risers and miscellaneous associated fittings. Piping and fittings shall be ASTM A-120 Schedule 40 carbon steel pipe (black steel) with 250-pound malleable iron fittings compatible with all Gasoline blends. Do not use standard couplings normally furnished with the pipe. 6. Pipe Cutting: Cut steel pipe with a hand or power operated pipe cutter, as in normal fitting practice. Ream steel pipe ends after cutting. a. Thread Cutting: Cut threads to be clean and intact. b. Clean interior surfaces of pipes and fittings to be free of dirt, scale, metal, fiberglass particles, etc., before making connections. c. Use non -hardening and fuel resistant threaded -joint compounds; Gilbarco Rectorseal, Permatex 57, or equal. 7. Steel Pipe Wrap: a. Provide tape wrap on underground portions of steel pipe and risers, including those located in sumps. Install in two layers, with 1/2-inch spiral lap for each layer. Use 10-mil-thick, 2-inch-wide Calipico, Polyken 940, Scotchwrap 50 or approved equal tape. 8. Swing Joints: a. Use swing joints or owner supplied flexible connectors to connect steel product, vapor return, and vent piping to tank and pump systems. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11140 Page 5 TANK, PIPING, AND DISPENSER REQUIREMENTS COSTCO GASOLINE Fuel Facility Expansion 9. Fiberglass to Steel Pipe Connections: a. Where steel pipe connects to fiberglass threaded fittings or adapters, install adapters onto the steel pipe before connecting onto the fiberglass pipe and owner supplied flex connectors. 10. Tracer Wire/Underground Detectable Tape: a. Provide 6 inches wide, detectable waming tape installed over all underground piping fabricated to a nominal 4.5-mil (.0045-inch) overall thickness, with a solid aluminum foil core. Include an encased warning message "Caution Buried Pipeline" in black letters on yellow. Fabricate to prevent ink rub -off, be impervious to acids, alkalis, and other destructive elements found in soil. The imprint shall be such that it allows for total reflectivity. A tape must be visibly seen before it can be read. Use "Detectable Underground Tape DU-02" manufactured by Harris Industries, Inc. (800) 222-6866. 11. Observation Ports a. Provide observation port equipment as called for on the drawings or in the supplemental conditions. 12. Electrical: a. Provide and install all AC and low voltage electrical conduits, fittings and wiring per the site -specific electrical drawings for the entire tank, piping, dispenser, and canopy installation in accordance with the electrical specifications. 13. Piping Bedding and Backfill: a. Provide a bed of suitable backfill in piping trenches, 4 inches minimum depth, under pipe and secondary containment elements. Use approved backfill to cover buried pipe to depths indicated on drawings. 1) Approved Backfill Materials: a) Pea Gravel: Use naturally rounded stone, clean and free flowing, not less than 1/8 inch and no more than 3/4-inch-diameter. Up to 5 percent of the particles may pass through the No. 8 sieve. Pea gravel is the preferred material. Approved materials shall be dry and comply with ASTM C33, Paragraph 7.1 for quality and soundness. b) Crushed Stone: As an alternate, washed crushed stone, free flowing and meeting ASTM C-33, Paragraph 9.1 for quality and soundness, with angular particle size of not less than 1/8 inch or more than 1/2 inch in diameter may be substituted. b. If either of these materials is not available, contact the manufacturer for his recommendations. c. No substitutions are allowed without prior approval of Owner's Construction Project Manager. d. Do not allow backfill to be mixed with other material at the site. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID Barghausen Engineering Printed on 02/04/2014 SECTION 11140 Page 6 TANK, PIPING, AND DISPENSER REQUIREMENTS e. During cold weather, backfill must be dry and free of ice (ice would be a "false" backfill which would later collapse). B. Piping Excavation and Shoring (if required): 1. Piping excavations shall be pursuant to OSHA requirements and be performed following the recommendations of the soils report. PART 3 EXECUTION (Not Used) END OF SECTION 11140 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11144 PRODUCT, VAPOR AND VENT PIPING PART1 GENERAL 1.1 SUMMARY A. This Section Includes: 1. Product, Vapor and Vent Piping Requirements 2. Risers and Miscellaneous Fittings B. Work in other sections indudes: 1. Bedding and Backfill Materials: Section 11140 2. Tank and Line Monitoring System and Sensors: Section 11147 PART 2 PRODUCTS 2.1 GASOLINE PRODUCT PIPING, VAPOR RECOVER PIPING AND VENT PIPING A. Gasoline Product Supply Pipe and Fittings: Contractor -supplied product piping shall be double -wall size over size fiberglass reinforced epoxy resin piping manufactured by Smith Fibercast "Red Thread" or Ameron "Dualoy 3000/L," ethanol and methanol compatible or flexible double -wall HDPE piping as called for on the drawings or in the supplemental conditions. All piping to be UL971 listed and approved. Additive Product supply piping shall only be manufactured by Smith Fibercast "Red Thread" or Ameron "Dualoy 3000/L," ethanol and methanol compatible. B. Gasoline Siphon Piping and Fittings between 87-Octane Tanks: Contractor -supplied siphon piping shall be double -wall size over size fiberglass reinforced epoxy resin piping manufactured by Smith Fibercast "Red Thread" or Ameron "Dualoy 3000/L," ethanol and methanol compatible or flexible double -wall HDPE piping as called for on the drawings or in the supplemental conditions. All piping to be UL971 listed and approved C. Vapor Recovery Piping and Fittings: Contractor -supplied vapor recovery piping and fittings shall be double -wall size over size fiberglass reinforced epoxy resin piping manufactured by Smith Fibercast "Red Thread" or Ameron "Dualoy 3000/L," ethanol and methanol compatible or as called for on the drawings or in the supplemental conditions. All piping to be UL971 listed and approved D. Vent Piping and Fittings: Contractor -supplied vent piping shall be double -wall size over size fiberglass reinforced epoxy resin piping manufactured by Smith Fibercast "Red Thread" or Ameron "Dualoy 3000/L," ethanol and methanol compatible or as called for on the drawings or in the supplemental conditions. All piping to be UL971 listed and approved E. Component Pipe Fittings: Contractor -supplied component fittings shall be as supplied in accordance with the piping as called for on the drawings or in the supplemental conditions. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11144 Page 2 PRODUCT, VAPOR AND VENT PIPING F. Sump Entry Fittings: Contractor -supplied sump entry fittings shall be in accordance with the site -specific plan details. G. Flexible Connectors: Contractor -supplied flexible connectors in accordance with site specific plan details. H. Tracer Wire/Underground Detectable Tape: Contractor supplied, 6 inches wide, installed over all underground piping fabricated to a nominal 4.5 mil (0.0045 inch) overall thickness, with a solid aluminum foil core. Include an encased warning message "Caution Buried Pipeline" in black letters on yellow. Fabricate to prevent ink rub -off, be impervious to acids, alkalis and other destructive elements found in soil. The imprint shall be such that it allows for total reflectivity. A tape must be visibly seen before it can be read. Use "Detectable Underground Tape DU-02" manufactured by Harris Industries, Inc., (800) 222-6866. PART 3 EXECUTION 3.1 PRODUCT PIPING, GENERAL A. Product piping shall be double -wall size over size fiberglass reinforced epoxy resin piping manufactured by Smith Fibercast "Red Thread" or Ameron "Dualoy 3000/L," ethanol/methanol compatible, listed and approved under UL971. Contractor shall provide installation in accordance with manufacturer's instructions. All connections in sumps will be made with black steel fittings and flexible connectors. 1. Contractor shall install piping as shown on the Tank and Piping Site Plan. Piping burial depth and cover shall be in accordance with the manufacturer's installation instructions. Piping trenches should be dug as straight as possible. There must be a minimum of 6 inches of space between the outside of a piping run and a trench wall. 2. Contractor shall install all product lines to slope and drain back towards turbine tank sumps without traps at 1/8 inches per foot minimum. 3. Contractor to provide all backfill in accordance with Section 11140. Backfill is to be pea gravel per manufacturer's installation instructions. There must be a minimum of 6 inches of backfill material under and 6 1/2 inches between the piping to accommodate any piping crossovers. 4. Tools used to taper the pipe must match the fittings being used. 5. Heating pads are to be used, even in mild weather, to hasten the set of the joint cement for the fiberglass piping. 6. Where supports are used to maintain gradient, etc., they must be of permanent material; wood is not permitted (obtain prior approval of material from manufacturer before installation). Supports must not rest on the shell of a fiberglass tank or on backfill that would transmit a load onto such tank. 7. All miscellaneous piping fittings within sumps shall be provided and installed by the Contractor in order to provide a complete and operable system. Contractor to use a pipe thread compound suitable for gasoline, methyl and ethyl alcohol for all threaded joints in pipe and in tank fittings. Tank fittings may require that compound be used on the female threads as well as the male. Cement for fiberglass pipe joints shall be as recommended by the manufacturer. 8. Contractor to provide 6 inches wide, detectable warning tape installed over all underground piping fabricated to a nominal 4.5 mil (0.0045 inch) overall thickness, MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 11144 Page 3 PRODUCT, VAPOR AND VENT PIPING with a solid aluminum foil core. Include an encased warning message "Caution Buried Pipeline" in black letters on yellow. Fabricate to prevent ink rub -off, be impervious to acids, alkalis and other destructive elements found in soil. The imprint shall be such that it allows for total reflectivity. A tape must be visibly seen before it can be read. Use "Detectable Underground Tape DU-02" manufactured by Harris Industries, Inc. (800) 222-6866. B. An alternative option for gasoline product piping shall be 2-inch double -wall HDPE pipe installed in a 4-inch tertiary containment duct as called out in the plans or as called for in supplemental conditions. Contractor shall install all product lines, fittings, tertiary ducting and penetration fittings. Flexible connectors shall be used at terminal ends for connections to turbines and dispensers. Interior of all piping must be kept free from dirt, scale, metal or fiberglass particles, etc. Contractor will be responsible for damage to pumps or other equipment resulting from foreign materials left in lines. No open pipe ends shall be left unsealed during interruptions in the work. 1. Contractor shall install piping as shown on the Tank and Piping Site Plan. Piping must be buried in at least 12 inches of backfill with 6 inches of concrete cover or 18 inches when using asphalt or non -paved areas. Piping trenches should be dug as straight as possible, and corners should be cut at 45-degree angles to allow for the piping run's proper bend radius. There must be a minimum of 6 inches of space between the outside of a piping run and a trench wall. 2. Contractor shall install all product lines to slope and drain back towards sumps without traps at 1/8 inches per foot minimum. It is preferred that the direction of slope for all product piping be toward the tank sumps when possible. If sites grades as designed do not permit to slope all piping runs toward the tanks sumps, it is acceptable to slope the piping to the nearest dispenser sump. In all cases the piping is required to be sloped at 1/8 inches per foot. 3. Contractor to provide all backfill in accordance with Section 11140. Backfill is to be pea gravel per manufacturer's installation instructions. There must be a minimum of 4 inches of backfill material under and between the piping, including any piping crossovers. 4. Contractor shall install product piping with continuous runs such that the pipe between dispenser sumps and tank sumps are a continuous single run without any joints. 5. All pipe fittings, adapters, reducers, and secondary couplings shall be as provided by the Contractor. Contractor is responsible for installing all fittings, adapters, reducer and couplings in accordance with manufacturer's installation instructions. Special training and certification is required to be demonstrated prior to the commencement of project work. 6. Sump penetration fittings for product piping shall be as specified on the plans and installation details. Contractor to follow manufacturer's installation instructions for the installation of the penetration fittings. Special training and certification is required to be demonstrated prior to the commencement of project work. 7. All miscellaneous piping fittings within sumps shall be provided and installed by the Contractor in order to provide a complete and operable system. Contractor to use a pipe thread compound suitable for gasoline, methyl, and ethyl alcohol for all threaded joints in pipe and in tank fittings. Tank fittings may require that compound be used on the female threads as well as the male. 8. Contractor to provide 6 inches wide, detectable warning tape installed over all underground piping fabricated to a nominal 4.5 mil (0.0045 inch) overall thickness, with a solid aluminum foil core. Include an encased warning message "Caution COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11144 Page 4 PRODUCT, VAPOR AND VENT PIPING Buried Pipeline" in black letters on yellow. Fabricate to prevent ink rub -off, be impervious to acids, alkalis, and other destructive elements found in soil. The imprint shall be such that it allows for total reflectivity. A tape must be visibly seen before it can be read. Use "Detectable Underground Tape DU-02" manufactured by Harris Industries, Inc. (800) 222-6866. 3.2 VAPOR AND VENT PIPING REQUIREMENTS A. The vapor return and vent piping shall be double -wall size over size fiberglass reinforced epoxy resin piping manufactured by Smith Fibercast "Red Thread" or Ameron "Dualoy 3000/L," ethanol and methanol compatible. Installation shall be in accordance with manufacturer's instructions. All connections in sumps will be made with black steel fittings and flexible connectors. 1. Contractor shall install piping as shown on the Tank and Piping Site Plan. Piping burial depth and cover shall be in accordance with the manufacturer's installation instructions. Piping trenches should be dug as straight as possible. There must be a minimum of 6 inches of space between the outside of a piping run and a trench wall. 2. Contractor shall install all vapor lines to slope and drain back towards fill tank sumps without traps at 1/8 inches per foot minimum. 3. Contractor to provide all backfill in accordance with project requirements. Backfill is to be pea gravel per manufacturer's installation instructions. There must be a minimum of 6 inches of backfill material under and 6 1/2 inches between the piping to accommodate any piping crossovers. 4. Tools used to taper the pipe must match the fittings being used. 5. Heating pads are to be used, even in mild weather, to hasten the set of the joint cement for the fiberglass piping. 6. Where supports are used to maintain gradient, etc., they must be of permanent material; wood is not permitted (obtain prior approval of material from manufacturer before installation). Supports must not rest on the shell of a fiberglass tank or on backfill that would transmit a load onto such tank. 7. All miscellaneous piping fittings within sumps shall be provided and installed by the Contractor in order to provide a complete and operable system. Contractor to use a pipe thread compound suitable for gasoline, methyl and ethyl alcohol for all threaded joints in pipe and in tank fittings. Tank fittings may require that compound be used on the female threads as well as the male. Cement for fiberglass pipe joints shall be as recommended by the manufacturer. 8. Contractor to provide 6 inches wide, detectable warning tape installed over all underground piping fabricated to a nominal 4.5 mil (0.0045 inch) overall thickness, with a solid aluminum foil core. Include an encased warning message "Caution Buried Pipeline" in black letters on yellow. Fabricate to prevent ink rub -off, be impervious to acids, alkalis and other destructive elements found in soil. The imprint shall be such that it allows for total reflectivity. A tape must be visibly seen before it can be read. Use "Detectable Underground Tape DU-02" manufactured by Harris Industries, Inc. (800) 222-6866. 3.3 RISERS AND MISCELLANEOUS FITTINGS A. Black steel pipe shall be provided and installed by the Contractor for all tank risers including fill, vapor, tank gauge, and turbine. Risers shall be 150 psi m.i., Schedule 40. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11144 Page 5 PRODUCT, VAPOR AND VENT PIPING B. Black steel fittings shall be provided and installed by the Contractor for connections at the tank and dispensers. Fittings are to be 150 psi MI, Schedule 40. C. No Gasoline vent riser structure shall be less than 10 feet measured horizontally from a heater flue or building fresh air inlet or 5 feet measured horizontally from any other building opening. Riser location shall comply with NFPA requirements for distances between property lines and structures. D. When flexible steel connectors are used, contractor shall take precautions to only bend to the manufacturer recommended radius, and avoid kinking. END OF SECTION 11144 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11144 Page 6 PRODUCT, VAPOR AND VENT PIPING (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11146 FUEL DISPENSER ASSEMBLIES PART1 GENERAL 1.1 SUMMARY A. This Section Includes: 1. Gasoline dispensers 2. Dispenser island forms 3. Dispenser containment sumps 4. Dispenser hanging hardware, hoses, swivels, breakaways, and nozzles B. Work in other sections includes: 1. Bedding and backfill materials: Section 11140 2. Tank and line monitoring system and sensors: Section 11147 3. Testing: Section 11149 PART2 PRODUCTS 2.1 DISPENSER ASSEMBLIES A. Island Forms: Island forms shall be provided by the Contractor and shall be Riverside Steel or equal as noted on drawings. B. Under dispenser containment sumps: Under dispenser containment sumps are provided by the Contractor. 1. Sites Outside of Califomia: Dispenser containment sumps shall be single -wall fiberglass sumps or as called for on the drawings or in the supplemental conditions. C. Multi -product fuel dispensers with card reader options and associated interface equipment. Dispensers are provided by the Owner and shall be Gilbarco Encore 500 Series, two products with single hose per side, or as called for on the drawings or in the supplemental conditions. D. Dispenser hanging hardware, hoses, swivels, breakaways, and nozzles: Dispenser hanging hardware, hoses, swivels, breakaways, and nozzles are supplied by the Contractor and are as noted on site -specific drawings and per jurisdictional requirements. E. Fiberglass to Steel Pipe Connections: Where steel pipe connects to fiberglass threaded fittings or adapters, install adapters onto the steel pipe before connecting onto the fiberglass pipe and Contractor supplied flexible connectors. Miscellaneous pipe fittings shall be provided by the contractor MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11146 Page 2 FUEL DISPENSER ASSEMBLIES PART 3 EXECUTION 3.1 DISPENSER ISLAND FORMS A. Contractor to install Owner supplied dispenser island forms at the elevations indicated on the civil grading plans. 3.2 DISPENSER CONTAINMENT SUMPS A. Contractor to provide and install dispenser containment sumps. Dispenser containment sumps used for sites outside of California shall be the extended depth single wall sumps as called out in the plans or as called for in supplemental conditions. Each dispenser containment sump shall be equipped with a 30 CFM flame arrestor. Each dispenser sump shall be equipped with a liquid sensor that is position sensitive, connected to the Veeder-Root monitoring system. Contractor shall verify the proposed dispenser footprint prior to plumbing sumps. 1. Dispenser sumps shall be located at the proper elevation to ensure proper slope on all piping back to the tank sumps. Sumps shall be placed in backfill conforming to Section 11140. 2. Contractor shall take great care to not damage sumps. Sumps are subject to integrity testing after installation. 3. Penetrations made into the dispenser sumps are factory installed or as called out in drawings or supplemental conditions. If penetrations are installed by the contractor, they are to be carefully performed using fitting manufacturer provided templates and instructions. Holes are to be de -burred and cleaned before being sealed with penetration fittings. 4. Contractor to install all miscellaneous piping fittings, flex connectors, shear valve, and make all final piping connections. 3.3 GASOLINE DISPENSERS: Dispensers shall be Gilbarco Encore series 3+0 Uni-Hose, dispensers will be fumished to the job site by Owner for installation and connection by contractor. Secure to island with anchor bolts imbedded during installation of containment sumps. A. Install the new dispensers complete with Contractor -supplied hoses, nozzles, retractors, breakaways, etc or as called for on drawings or in the supplemental conditions. B. Installer Qualifications: Contractor to furnish to Architect, prior to starting work: 1. Proof or certification that the gasoline dispenser installer has been trained and is authorized by the gasoline dispenser's manufacturer to install dispensing systems of this type. 2. Proof of license as a gasoline dispenser installer, for dispensing systems of this type. C. Electrical: Provide and install all AC and low voltage electrical conduits, fittings and wiring per the site -specific electrical drawings for the entire tank, piping, dispenser, and canopy installation and in accordance with the electrical specifications. D. Sensor Installation: Sensors shall be installed in accordance with Section 11147. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11146 Page 3 FUEL DISPENSER ASSEMBLIES E. Install dispenser hanging hardware, hoses, swivels, breakaways, and nozzles: As noted on site -specific drawings and per jurisdictional requirements. F. Contractor to purge lines with a minimum of 200 gallons through each hose/nozzle. Any air pockets or start up problems due to improper installation or incorrect wiring that destroys electronics will be billed back to the contractor. After purging the product lines of air, contractor is to replace the factory installed gasoline filters with the new Contractor supplied filters. G. Contractor to coordinate calibration of the new dispensers with Owner's Certified Testing Agency prior to the final job walk. H. All under dispenser containment sumps shall be hydrostatically tested with standing water for a period of 24 hours to ensure that the sumps are watertight. I. Notice of Tests and Inspection: All tests shall be made in the presence of the Owner's Third Party Inspector and/or an inspector from the permitting authority. Contractor must give applicable attendees at least 24 hours notice of any test or as mandated by jurisdictional requirements. All testing shall conform to Section 11149 COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 11146 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11146 Page 4 FUEL DISPENSER ASSEMBLIES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID Barghausen Engineering Printed on 02/04/2014 SECTION 11147 TANK AND LINE MONITORING SYSTEM AND SENSORS PART1 GENERAL 1.1 SUMMARY A. This Section monitoring equipment and sensors for the following: 1. Primary and secondary product pipes 2. Primary and secondary vapor and vent piping 3. Dispenser containment sump PART2 PRODUCTS 2.1 GENERAL SYSTEM DESCRIPTION A. The tank and line monitoring system console shall be manufactured by Veeder-Root. The console and all required sensor and interface modules shall be provided by Owner and installed by the Contractor. The main panel shall be model TLS-350R with integral printer or as called for on drawings or in the supplemental conditions. The panel shall be equipped with the appropriate number of modules as specified in the tank installation drawings. B. The tank and line monitoring system sensors shall be manufactured by Veeder-Root or as called for on drawings on in the supplemental conditions. All the sump and annular sensors, electronic line leak detection probes, automatic tank gauges, overfill alarm and acknowledge switches shall be provided and installed by Contractor. PART 3 EXECUTION 3.1 PRODUCT PIPE MONITORING A. Primary gasoline product pipe shall be continuously pressure monitored with a Veeder-Root electronic Pressure Line Leak Detector (PLLD). The PLLDs shall be installed by the Contractor and connected to the Veeder-Root TLS-350R alarm panel, and programmed for turbine shut down with audible and visual alarm. The PLLD shall be capable of detecting a leak of at least 0.1 gallon per hour. If two tanks of the same product are manifolded inside or outside of the sump, they shall share a single PLLD in one of the turbine pumps only. The other turbine(s) shall contain check valve(s) to prevent damage to the turbine motors. B. Secondary product piping shall be monitored by leaving the tank turbine sump end open, to allow a leak detection sensor at the sump's low point to sense a leak. The sensor in the turbine sump shall be installed by the Contractor and connected to the Veeder-Root TLS-350R alarm panel, and programmed for turbine shut down with audible and visual alarm. 3.2 VENT AND VAPOR PIPE MONITORING A. Primary vapor and vent piping is not usually monitored. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11147 Page 2 TANK AND LINE MONITORING SYSTEM AND SENSORS B. When required, secondary vent and vapor piping shall be monitored by leaving the tank fill sump end open, to allow a leak detection sensor at the sump's low point to sense a leak. The sensor in the fill sump shall be installed by the Contractor and connected to the Veeder-Root TLS-350R alarm panel and programmed for audible and visual alarm. 3.3 DISPENSER CONTAINMENT SUMP MONITORING A. All dispenser containment sumps shall be equipped with a position sensitive, non- discriminating liquid sensor. The sensors shall be installed by the Contractor and connected to the Veeder-Root TLS-350R alarm panel and programmed for positive turbine shutdown with audible and visual alarm. 3.4 VENT STACK TRANSITION SUMP MONITORING A. All sites shall be equipped with a position sensitive, non -discriminating liquid sensor. The sensors shall be supplied and installed by the Contractor and connected to the Veeder-Root TLS-350R alarm panel and programmed for positive turbine shutdown with audible and visual alarm. END OF SECTION 11147 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11149 TESTING PART1 GENERAL 1.1 SUMMARY A. This Section describes inspection, testing, and reporting requirements for the following: 1. General requirements for quality control testing. 2. Owner's Certified Testing Agency responsibilities. 3. Contractor responsibilities. 4. Testing before placing components in the excavation. 5. Testing after assembly but prior to backfilling. 6. Testing before placing system into service. 7. Post -construction compliance testing. 8. Notice of tests and inspection. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 QUALITY CONTROL TESTING A. Owner shall provide quality control services described below. Tests shall be performed as required by the contract documents and by authorities having jurisdiction. 1. General Contractor to engage and interface with the Certified Testing Agency, as listed below, to perform regulatory compliance test services. Do not use other service agencies unless agreed to in writing by Owner. TANKNOLOGY Western Division 677 E. Lockford Street Lodi, CA 95240 Ph: (800) 964-0180 Fax: (209) 365-1543 2. The Owners Certified Testing Agency to submit certified written reports, in duplicate, for each compliance testing service performed. General Contractor to include copies in close out documents. 3. The Owners Certified Testing Agency shall send the invoice for the compliance test and inspection services to Costco Wholesale, c/o MulvannyG2 Architecture. 4. Costs for testing and inspecting requested by Contractor but not required by the contract documents are Contractor's responsibility. 5. Certified Testing Agency to submit additional copies of reports directly to authorities having jurisdiction, upon request. No action required by General Contractor. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 11149 Page 2 TESTING 3.2 OWNER'S CERTIFIED TESTING AGENCY RESPONSIBILITIES A. The Owners Certified Testing Agency shall cooperate with Architect and all Contractors in performance of duties. Qualified personnel will be used to perform required tests and inspections. The Owners Certified Testing Agency shall: 1. Notify Architect and General Contractor promptly of irregularities or deficiencies observed in the work during performance of its services. 2. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 3. Submit duplicate hard copies of each certified report for each test, inspection, and similar quality control services. Hard copy of separate test, inspection, and similar quality control service shall be left on site with the General Contractor. 4. Not release, revoke, alter, or increase the contract document requirements or approve or accept any portion of the work. 5. Not perform any duties of Contractor. 6. Send fuel requirements to General Contractor and Owner Gas Operations for site specific testing requirements. 7. Notify the Architect's Project Manager and Owner's Construction Project Manager of all testing failures. All notifications will be done via phone from the site and followed up by e-mail. 8. Not mail any failed test results to agencies. 9. Send test result reports via e-mail to the Contractor, Architect's Project Manager, Owner's Construction Project Manager, Owner's Compliance Manager and when required, to the regulatory agency. 3.3 CONTRACTOR RESPONSIBILITIES A. Contractor shall cooperate with the Owners Certified Testing Agency during the performing of tests, inspections, and similar quality control services, and provide reasonable auxiliary services as requested. Notify The Owners Certified Testing Agency sufficiently in advance of operations to permit assignment of personnel. Provide the following to accommodate The Owners Certified Testing Agency work: 1. Access to the work. 2. Incidental labor and facilities necessary to support tests and inspections. 3. Contractor will notify the appropriate Owners Certified Testing Agency Regional office a minimum of ten (10) business days prior to the test date of the tests needed. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11149 Page 3 TESTING Tanknology n.rrss.:p00)susta Southwn c ororni.two) ao 2t» al s.udaa.at(Sa) 361427e wntxaat(1a)r+4+a ■ W step Plains (000) ea41*11 • wawa (NO) oewza 1111 s.uth asthoe►104.0070 Florida ha) 11644101111 Clio Valley MO) 116114461111 ■:MId,ADsnssha)ia 1215 ■ North.ntMIR 0$4.21101 4. Notify the Owners Certified Testing Agency office immediately if tests need to be rescheduled. Failure to notify the Owners Certified Testing Agency of a required schedule change at least two (2) business days (Monday through Friday) in advance of the scheduled test will result in a cancellation fee. 5. During the test processes performed by the Certified Testing Agency, a qualified representative from the Contractor's tank and piping installation sub -contractor must be on -site to observe and become informed of any failing components or other related issues. 6. An electrical power source of 110-volt AC must be available to the Owners Certified Testing Agency to perform the supplied tests. 7. It is the Contractor's responsibility to achieve passing results on all regulatory compliance tests required for specific facility. 3.4 TESTING AND INSPECTIONS BEFORE PLACING COMPONENTS IN THE EXCAVATION A. The following tests and inspections shall be performed by the Contractor: 1. Sumps: Visual inspection for any product defects. 2. Piping: Visual inspection for any product defects. 3. Ancillary Equipment Supplied by Owner and/or Contractor: Visual inspection for any product defects. 3.5 TESTING AFTER ASSEMBLY BUT PRIOR TO BACKFILLING A. The following tests shall be performed by the Contractor: 1. Dispenser sump vacuum integrity test prior to monitoring fluid installation (double - wall sumps only). 2. Cathodic protection inspection of all connections for dielectric isolation shall be completed. B. The following tests shall be performed by the Contractor and witnessed by the Owners Third Party Inspector: COSTCO GASOLINE Fuel Facility Expansion 1. Primary Piping Testing: Before backfilling all product piping, and only product piping, for the submerged gasoline pump, system is to be tested at 50-psi pressure while isolated from tank (by closing valve in head of submerged pump and before MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11149 Page 4 TESTING installing leak detector which could be damaged at this pressure) soaping all joints and fittings. Test completed system with dispenser and pump installed. Pressure is to be maintained for a period in accordance with manufacturer's installation instructions or as required by local agency (agency compliance testing). 2. Vent, Vapor, and Siphon Piping Primary Piping Testing: Test vent, vapor recovery, and siphon crossover after connection to tank, and all connections and openings at tank with not over 5 psi pressure using two gauges calibrated no higher than 10 psi in accordance with manufacturer's installation instructions or as required by local agency (agency compliance testing). When two tanks are tied together with an active siphon crossover, both tanks shall be tested at the same time. Any leaks indicated by soap bubbles shall be eliminated by tightening or re -cementing, including those at tank openings. 3. Secondary containment piping 5 or 10 psig air/soap test per manufacturer's installation instructions or as required by local agency (agency compliance testing). 4. Dispenser containment sump hydrostatic test (single - and double -wall sumps). All dispenser containment sumps shall be hydrostatically tested with standing water for a period of 24 hours. 3.6 TESTING BEFORE PLACING SYSTEM INTO SERVICE A. The following tests shall be performed by the Contractor: 1. Standard Dispenser Sump Sensors: Test to ensure ability to detect alarm conditions. 2. Automatic tank gauge and Overfill Alarm: Verify initial set up parameters. Test to ensure ability to detect alarm conditions. 3. Overfill Prevention Ball Valve: Verify that device is set at the proper height and ensure operation. 4. Spill Containment Manholes: Check the operation of the liquid drain and the clearance between the fill -pipe cap and the manway access cover. Perform hydrostatic test of spill bucket. 5. Impact Valves: Ensure the valves are securely anchored and that the valve mechanism operated freely. Check the level of the shear section relative to pump island surface. 6. Primary Piping: Primary gasoline product piping shall be tested again after grading and rolling of stone base before paving has been completed. The test shall be conducted for a minimum of 30 minutes with the Owner's Third Party Inspector present. If any leaking is detected, corrections shall immediately be made and the entire test conducted again. a. Test gauges shall be proven calibration. Gauges shall have a minimum 3- inch face and the range shall not exceed 100 psi. b. Test the completed system at 45 psi minimum — 50 psi maximum (1 1/2 times the normal operating pressure). Tighten the set screw on the check valve bypass (in the head of the submerged pumping units) while testing, and apply air through the opening in the emergency "shear" valve or the riser at the line sensor if used. To achieve the necessary pressure, either an air compressor or a cylinder of nitrogen may be used. Nitrogen must be used if there is product in the tanks or lines. NOTE: After proper pressure has been injected into the system, the pressure source (compressor or nitrogen) shall be physically disconnected during the MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11149 Page 5 TESTING test period. Pressure of more than 50 psi will damage the valve seat and disc in the submerged pump. 7. Secondary Piping: 5 to 10 psig air test per manufacturer's installation instructions. Secondary containment gasoline product vent, vapor and siphon piping shall be tested again after grading and rolling of stone base for paving has been completed. The test shall be conducted for a minimum of 30 minutes with the Owner's Third Party Inspector present. If any leaking is detected, corrections shall immediately be made and the entire test conducted again. 8. Dispenser Meter Calibration: Dispenser meter calibration shall be in accordance with manufacturer's instructions. B. The following tests shall be performed by the Owners Certified Testing Agency: 1. Electronic Line Leak Detectors: Verify set up system parameters (e.g. piping length, diameter, type). After system has been purged of air by repeated operation, the Contractor is to test the operation of all leak detectors. The test is to be as recommended by the manufacturer. Each product and its detector shall to be tested separately by creating a "false leak". The plug in the shear valve is replaced by a petcock. While the submerged pump is running, the "leak" should activate the detector and the flow reduced to a trickle. If this does not happen, the leak detector is to be replaced and the test repeated until it does. Test ability of the detectors to detect a 3-gallon per hour leak. Additionally test for 0.1 gallon per hour leak rate per manufacturer's instructions. 2. Testing with Electronic Monitoring System: After the system is complete and has been purged of air by repeated operation with minimum 200 gallons per hose, the entire electronic monitoring system shall be tested and shall be conducted in accordance with the manufacturer's instructions. This test is to be conducted in the presence of the Owner's Start-up Representative, third Party Inspector and/or an inspector from the permitting authority. 3. Dynamic Back Pressure Test: TP-201.4 or equivalent per air pollution jurisdictional requirements. To be completed prior to gasoline station opening. 4. Determination of 2-Inch WC Static Pressure Performance of Vapor Recovery Systems of Dispensing Facilities: Pressure Decay Test TP-201.3 or equivalent per air pollution jurisdictional requirements. To be completed prior to gasoline station opening. 5. Vapor to Liquid Volume Ratio Test: TP-201.5 or equivalent per air pollution jurisdictional requirements. To be completed prior to gasoline station opening. 6. Determination of Vapor Piping Connections to Underground Storage Tanks: Tie - Tank Test TP 201.3C or equivalent. To be completed prior to gasoline station opening. 7. Static Torque of Rotatable Phase I Adaptors (TP-201.1B): To be completed prior to gasoline station opening. 8. Leak Rate of Drop Tube/Drain Valve Assembly (TP-201.1C/D). To be completed prior to gasoline station opening. 9. Leak Rate and Cracking Pressure or Pressure Vacuum Vent Valves (TP-201.1 E): To be completed prior to gasoline station opening. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 11149 Page 6 TESTING 3.7 POST. CONSTRUCTION COMPLIANCE TESTING (NOT A REQUIREMENT FOR GENERAL CONTRACTOR): A. Post construction compliance testing and documentation shall be performed by the Owners Certified Testing Agency and shall include, but not limited, to the following tests. Variations to the list below are possible. All tests that are required by local authorities having jurisdiction shall be included. The Owners Certified Testing Agency shall follow test requirements in the applicable CARB Executive Orders and as required by local authorities having jurisdiction. 1. Dynamic Back Pressure Test: (TP-201.4) or equivalent per air pollution jurisdictional requirements. To be completed within 30 days after gasoline station opening. 2. Determination of 2-Inch WC Static Pressure Performance of Vapor Recovery Systems of Dispensing Facilities: Pressure Decay Test (TP-201.3) or equivalent per air pollution jurisdictional requirements. To be completed within 30 days after gasoline station opening. 3. Vapor to Liquid Volume Ratio Test: (TP-201.5) or equivalent per air pollution jurisdictional requirements. To be completed within 30 days after gasoline station opening. 4. Determination of Vapor Piping Connections to Underground Storage Tanks: Tie - Tank Test (TP-201.3C) or equivalent. To be completed within 30 days after gasoline station opening. 5. Static Torque of Rotatable Phase I Adaptors (TP-201.1B): To be completed within 30 days after gasoline station opening. 6. Leak Rate of Drop Tube/Drain Valve Assembly (TP-201.1C/D): To be completed within 30 days after gasoline station opening. 7. Leak Rate and Cracking Pressure or Pressure Vacuum Vent Valves (TP-201.1 E): To be completed within 30 days after gasoline station opening. 8. Additional Jurisdictional Required Testing: To be completed within 30 days after gasoline station opening. 3.8 NOTICE OF TESTS AND INSPECTION A. Where applicable, all tests shall be made in the presence of the Owner's Third Party Inspector and/or an inspector from the permitting authority. Contractor must give applicable attendees at least 24 hours notice of any test or as mandated by jurisdictional requirements. B. For expansion projects, notify Dennis Bock with Owner's Gas Operations at least 72 hours (minimum) prior to scheduled tests done while the gasoline station is open. All post installation tests must be faxed to Dennis Bock at (425) 313-6290 or e-mailed to dbock@costco.com. C. The Contractor and Owner's Third Party Inspector shall leave copies of all test results at the fueling facility. END OF SECTION 11149 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 13122 PRE-ENGINEERED METAL CANOPY PART1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the expansion of the existing Metal Canopy System over new Dispenser Islands. B. Related Section: 1. See Division 5 Section "Metal Fabrications" for downspouts. 1.3 PRE -SELECTED SUBCONTRACTOR A. The Owner has a National Account with the Pre -Selected Subcontractor to fumish and install all products relating to the Metal Canopy System for the Dispenser Islands. The Metal Canopy System will be under a separate contract with the Owner. Products will be furnished and installed by: SPAN CONSTRUCTION & ENGINEERING, INC. 1841 Howard Road Madera, CA 93637 Ph: (559) 661-1111 Fax: (559) 673-0600 Attn: Ernie Brandi Email: CostcoGas@SpanConstruction.com 1.4 ACTION SUBMITTALS A. The Pre -Selected Subcontractor shall submit to the Architect the following: 1. Shop Drawings: Submit shop drawings prior to fabrication. Include dimensions, connections with adjoining materials, construction, and accessory details. 2. Templates and Placement Drawings: As required for satisfactory placing, connection, and anchorage. 3. Samples: For verification of finishes, textures, and colors. 1.5 WARRANTY A. Beyond the standard two year correction period, the Metal Canopy Supplier / Erector shall warrant pre-engineered metal canopy system, including roof and fascia panels, defective parts, structural failures, finishes, and weather -tightness, with the following provisions: COSTCO GASOLINE 1. Provide a 25-year No Dollar Limit, Unlimited Penal Sum Warranty that includes replacement materials and installation labor, from Date of Substantial Completion. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 13122 Page 2 PRE-ENGINEERED METAL CANOPY 2. Excluded from Warranty are components not supplied or installed by Metal Canopy Supplier / Erector. PART 2 PRODUCTS 2.1 PRE -SELECTED SUBCONTRATOR'S RESPONSIBILITIES A. Pre -Selected Subcontractor's Responsibilities: The Work provided by the Pre -Selected Subcontractor consists of the design, manufacturing, fabrication, and erection of a Pre - Engineered Metal Canopy System Expansion over the new Dispenser Island. 1. Included with the Pre -Engineered Metal Canopy System Expansion are structural steel members, supplementary steel framing to support soffit, prefinished soffit panels, prefinished fascia panels, gutters, flashing and trim, and appurtenances required to make a complete and operating assembly indicated on the drawings and specified below. B. Shop Priming Exposed Structural Steel: 1. Surface Preparation: Clean surfaces to be painted. Remove loose rust, loose mill scale, and spatter, slag, or flux deposits. Prepare surfaces according to SSPC- SP 6/NACE No. 3, "Commercial Blast Cleaning". 2. Priming: Immediately after surface preparation, apply primer according to manufacturer's instructions and at rate recommended by SSPC to provide a dry film thickness of not less than 1.5 mils. Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces. a. Apply two coats of white -colored shop paint to surfaces that are inaccessible after assembly or erection. b. Primer Color: White or light -gray. C. Flush -Profile Metal Fascia Panels: Factory -formed, sheet metal fascia panels; with flush butt joint between panels, returns at top and bottom of panels, and mechanically attaching through panel to supports. Include accessories and hardware required for weathertight installation. 1. Acceptable Product: Panel material, profile, finish, texture, color and installation shall match existing adjacent fascia panels. 2. If indicated to be relocated, carefully remove selected existing fascia panels and store in a safe location for reinstallation. D. Flush -Profile Metal Soffit Panels: Factory -formed solid metal soffit panels designed to be installed by lapping and interconnecting side edges of adjacent panels and mechanically attaching through panel to supports using concealed fasteners in side laps, with flush joint between panels. Include accessories required for weathertight installation. 1. Acceptable Product: Panel material, profile, finish, texture, color and installation shall match existing adjacent soffit panels. 2. If indicated to be relocated, carefully remove selected existing soffit panels and store in a safe location for reinstallation. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 13122 Page 3 PRE-ENGINEERED METAL CANOPY E. Gutters: Provide 16 gauge metal gutters, roll -formed and shaped for continuous, water -tight drainage. 1. Coordinate rain leader locations and size requirements with Architect. 2. Fabricate gutters with movement joints. F. Sheet Metal Flashing and Trim: Provide flashing systems at locations where appropriate and necessary for a complete and weather -tight canopy system. 1. Material: Same as material used for fascia or roof panel, in color matching adjacent surfaces. G. Roof Penetration Flashing and Tie Downs: Provide manufactured, flexible pipe and vent flashing units at roof penetrations for conduits. Use flashing units with flexible bases that will conform to roof panel configurations. 1. Roof Penetration Flashing: Use DekTite Pipe Fleshings, manufactured by ITW Buiidex. 2. Tie Downs: Provide aluminum roof clamps compatible with the metal roofing. Mount clamps on ribs as recommended by the roofing and clamp manufacturers to maintain weather -tight roofing, and as required to structurally anchor mechanical and electrical items detailed on the Drawings. 2.2 GENERAL CONTRATOR'S RESPONSIBILITIES A. General Contractor's Responsibilities: COSTCO GASOLINE Fuel Facility Expansion 1. Furnish and install concrete footings for the Metal Canopy System. 2. Immediately upon award of the contract: a. Notify Span Construction & Engineering. b. Provide a Work Schedule. Allow 30 days from notice of release for fabrication and 10 days for shipping to the site. Allow for the number of working days indicated below for erection of the Metal Canopy. Non -union work schedule shall be 9-hour day, 6 days per week. Union work schedule shall be 8-hour day, 5 days per week unless noted otherwise. 1) Flat 28 x 80 feet Addition without Column Wraps and Three Posts: 14 working days (non -union). c. Coordinate the exact concrete footing sizes, requirements, and locations. d. Request anchor bolts and templates. 3. Prepare and send the "Pre -Engineered Canopy Delivery Schedule Request" Form included in Division 1 Section "Summary of Work" which includes delivery date requirements for bolts and canopy installation. 4. Furnish and install downspouts, as specified in Division 5 Section "Metal Fabrications". MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 13122 Page 4 PRE-ENGINEERED METAL CANOPY PART 3 EXECUTION 3.1 INSTALLATION, GENERAL CONTRACTOR'S RESPONSIBILITIES A. Prepare the jobsite to receive the pre-engineered metal canopy system, including but not limited to the following: 1. Set all anchor bolts level. 2. Have the canopy slab or a smooth hard surface available to roll a "scissor lift" on. The hard surface must be at least 6 feet beyond the canopy in every direction. Contractor shall make every effort to meet this condition. Any special equipment required erecting canopy over pits, open trenches or any other obstacle not defined or listed in the contract shall be provided by the General Contractor. Notify Pre -Selected Subcontractor if working conditions are not per specifications listed above to allow for proper scheduling of crew. 3. Ensure all anchor bolts are set and leveling nuts are in place at the proper elevation prior to the metal canopy system arrival on site. 4. After the columns are set, properly adjust leveling nuts and apply non -shrink grout per Structural Drawings. 5. Ensure that electrical conduits installed above the roof system are attached properly and in a manner that does not compromise the weathertighness or cause rusting of the roof system. a. Fasten conduit retainer clip to the flange of the seam of the roof panel where indicated on Drawings. Do not place fasteners directly on top of the vertical leg of the seam. Use ITW Buildex Teks self -driller screws, with proprietary corrosion -resistant Climaseal finish and of size indicated. b. Cost of repair or replacement of roof panel due to damages from water intrusion resulting from improperly installed fasteners will be the General Contractor's responsibility. B. Coordinate with the Pre -Selected Subcontractor on the following: 1. Height of the top of each footing and the highest grade height of the top of each island at the centerline of column. 2. Notify Pre -Selected Subcontractor prior to scheduled shipment date of any delays in schedule or un-met jobsite requirements. 3.2 INSTALLATION, PRE -SELECTED SUBCONTRACTOR'S RESPONSIBILITIES A. General: 1. Metal Protection: Where dissimilar metals contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with corrosion -resistant coating, by applying rubberized -asphalt underlayment to each contact surface, or by other permanent separation as recommended by metal roof panel manufacturer. 2. Joint Sealers: Install gaskets, joint fillers, and sealants where indicated and where required for weatherproof performance of metal panel assemblies. Provide types of gaskets, fillers, and sealants indicated; or, if not indicated, provide types recommended by metal panel manufacturer. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 13122 Page 5 PRE-ENGINEERED METAL CANOPY B. Structural Steel Framing: 1. Erect structural steel framing in accordance with requirements of regulatory agencies. a. All necessary or required devices for complete installations. b. Shore and brace framing until permanent connections are made and members are securely anchored into structure. c. All exterior fastenings and connections to be corrosion resistant. 2. Comply with AISC requirements for welded, riveted or bolted connections. 3. Welding: Comply with current AWS requirements and ICBO/UBC Standard 27-7. Grind exposed welds smooth. 4. Holes: Punched or drilled. Cutting torch not permitted. 5. Set accurately to the lines and grades indicated with the permanent connections made only after the members have been plumbed and checked for line and level. 6. Structural steel must be within normal tolerances for shapes to permit the erection of abutting materials. 7. Install supplementary framing, joists, blocking, and bracing as required to support the mansard roof and soffit construction.] C. Flush -Profile Metal Fascia Panels: 1. Reinstall selected existing fascia panels in the sequence, layout and location as directed by Architect. 2. Patch and repair all holes, scratches and damages on existing fascia panels, in particular where existing signs and lights are removed. Match paint material, finish and color. Make transition between existing and new fascia panels weathertight. 3. Attach metal fascia panels to supports at each panel joint using fasteners spaced not more than manufacturer's recommendation. 4. Align bottom of panels. Flash and seal panels with weather closures where fascia meet soffits, along lower panel edges. D. Metal Soffit Panels: 1. Reinstall selected existing soffit panels in the sequence, layout and location as directed by Architect. 2. Patch and repair all holes, scratches and damages on existing soffit panels. Match paint material, finish and color. Make transition between existing and new soffit panels weathertight. 3. Provide metal soffit panels full width of soffits. Install panels perpendicular to support framing. 4. Flash and seal panels with weather closures where metal soffit panels meet fascia. E. Gutters, Flashing, Trim, and Other Accessories: 1. Install gutters, flashing, trim, and other accessories as necessary for a complete and water -tight installation. 2. Install sealants where necessary for a complete and weathertight installation. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 13122 Page 6 PRE-ENGINEERED METAL CANOPY END OF SECTION 13122 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR MG2 # 93-0440-28 Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 ELECTRICAL GENERAL PROVISIONS PART1 GENERAL 1.1 THE REQUIREMENT A. General: 1. The CONTRACTOR shall provide all tools, supplies, materials, equipment, and all labor necessary for the furnishing, construction, installation, testing, and operation of all electrical work and appurtenant work necessary to provide a complete and operable system, all in accordance with the requirements of the Contract Documents. 2. The provisions of this Section shall apply to all electrical items specified in the various Sections of Division 16 and all other Divisions specifying electrical items of these Specifications, except where otherwise specified or shown in the Contract Documents. B. Responsibility: 1. The CONTRACTOR shall be responsible for: a. Complete systems in accordance with the intent of these Contract Documents. b. Coordinating the incoming electrical service with the electric utility company providing service. c. Coordinating the details of facility equipment and construction for all Specification Divisions that affect the work covered under Division 16, Electrical. d. Furnishing and installing all incidental items not actually shown or specified, but which are required by good practice to provide complete functional systems. e. The CONTRACTOR shall lay out electrical work prior to placing floors and walls to properly locate all penetrations, and shall furnish and install all sleeves and openings required for passage of all raceways. f. The CONTRACTOR shall furnish and install all inserts and hangers required to support raceways and other electrical equipment and materials. g. INSPECTION: Do not turn electricity on for any equipment until you have contacted Bill Karras (951) 906-3022, or Bill.Karras@verizon.net. Bill is contracted by Costco to review electrical equipment installation and equipment programming before equipment startup. h. The CONTRACTOR shall notify the INSPECTOR in writing 48 hours in advance of energizing any new electrical equipment. If the energization is rescheduled later than 48 hours from the originally scheduled time, a new notification shall be made. The CONTRACTOR shall not proceed without approval from the INSPECTOR. The CONTRACTOR shall furnish, install and maintain all temporary power and lighting systems needed for construction. This temporary system shall include weatherproof panel(s) for the CONTRACTOR'S main circuit breakers and power distribution system, and ground fault -interrupting equipment. All connections shall be watertight with wiring done with Type SO portable cable as a minimum. The CONTRACTOR shall remove all temporary power equipment and devices after construction is completed. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 Page 2 ELECTRICAL GENERAL PROVISIONS i. Electrical System Protective Device Coordination. During the Contract period, the ENGINEER shall perform a preliminary and a final coordination study to determine the proper settings for all circuit breakers and fuses. This study may include all devices starting at the utility service, and including the secondary devices on all transformers, and extending to include all feeder and branch circuits, including low -voltage circuits from 120 V to 240 V. This study may be completed for both short-circuit and ground fault protective devices. The CONTRACTOR shall provide complete cooperation to the CLIENT to support any such effort. j. PERMITS, FEES and INSPECTIONS: All miscellaneous electrical permits, fees and inspections shall be arranged for by the Contractor. The Contractor shall present to the Owner, properly signed, all required certificates of final inspection and approval before the work will be accepted as complete. C. Existing Conditions: 1. The electrical drawings were developed from past record drawings and information supplied by the CLIENT. 2. Prior to starting any underground work the CONTRACTOR shall obtain all the information of the underground utilities or obstructions from the INSPECTOR and take proper precautions to locate the utilities by potholing or other approved means. 3. The Contract Documents are not intended to show every offset and fitting, or every structural and mechanical obstruction that will be encountered during the installation of the work. The alignment of equipment and raceways shall be varied due to architectural changes, or to avoid work of other trades. 4. All raceway sizes and numbers of cables and conductors in each raceway, as shown on the Contract Documents, may vary in accordance with actual field conditions and equipment installed. The CONTRACTOR shall make all changes required at no extra cost to the CLIENT. 5. The equipment to be fumished under this specification shall meet the seismic requirements outlined in Chapter 16 of the International Building Code, for Occupancy Category I in Seismic Class E. 6. All electrical equipment and materials shall be capable of operating successfully at full -rated Toad, without failure, at an ambient temperature of 40°C (104°F). All materials installed shall be suitable for outdoor installation. D. Intent of Drawings: 1. Electrical plan drawings show only general locations of equipment, devices, and raceway, unless specifically dimensioned. The CONTRACTOR shall be responsible for the proper routing of raceway, subject to the approval of the INSPECTOR. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Materials and equipment furnished and installed under other Divisions with raceway and electrical conductors fumished, installed, and connected under Division 16, Electrical. Section 16010 Electrical General Provisions Section 16050 Basic Electrical Materials and Methods MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 Page 3 ELECTRICAL GENERAL PROVISIONS Section 16060 Grounding and Bonding Section 16075 Electrical Identification Nameplates and Warning Signs Section 16080 Electrical Testing Section 16120 Conductors and Cables Section 16130 Raceway Systems and Pull Boxes Section 16442 Control Panels Section 16500 Lighting and Receptacles Section 16700 Video Communication System Section 16900 Monitoring Systems 1.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. All electrical equipment and materials shall be designed, manufactured and installed in accordance with the latest published edition of the applicable standards of the following standards making organizations. Specific standards are identified in the various sections for specific types of equipment and materials. IEEE Institute of Electrical and Electronic Engineers (IEEE) ANSI American National Standards Institute (ANSI) NEMA National Electrical Manufacturers Association (NEMA) ASTM American Society for Testing and Materials (ASTM) ICEA Insulated Cable Engineers Association (ICEA) NETA International Electrical Testing Association (NETA) AEIC Association of Edison Illuminating Companies (AEIC) UL Underwriters Laboratories, Inc. (UL) FM Factory Mutual Research Corp. (FM) B. Without limiting the generality of other requirements of these specifications, all work specified herein shall conform to or exceed the applicable requirements of the National Electric Code (NEC); provided, where a local code or ordinance is in conflict with the NEC, the provisions of said local code ordinance shall take precedence. C. All work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these specifications. 1. Codes and Standards: Electrical work, including connection to electrical equipment integral with mechanical equipment described elsewhere in these Specifications, shall be performed in accordance with the latest published edition of the following codes: IBC International Building Code (IBC), latest adopted edition. IFC International Fire Code (IFC), latest adopted edition. OSHA Occupational Safety and Health Act standards a. Any county or municipal codes, where applicable. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 Page 4 ELECTRICAL GENERAL PROVISIONS 2. Commercial Standards: a. Material, equipment, and construction, installation, and testing procedures shall conform to applicable standards of NEMA, ANSI, and IEEE except where modified or supplemented by these Specifications. . D. All equipment furnished by the CONTRACTOR shall be listed by and shall bear the label of Underwriters' Laboratories, Incorporated, and (UL) or of an independent testing laboratory acceptable to the CLIENT. 1. Identification of Listed Products. Electrical equipment and materials shall be listed for the purpose for which they are to be used by an independent testing laboratory. Three such organizations are Underwriters Laboratories (UL), Factory Mutual Research Corp. (FM). Independent testing laboratories are acceptable to the ENGINEER. E. The construction and installation of all electrical equipment and materials shall comply with all applicable provisions of the State Building Standards and applicable local codes and regulations. 1.4 CONTRACTOR SUBMITTALS A. Submittals shall be made in accordance with the General Requirements. B. The CONTRACTOR shall submit complete material lists for the work of this section. Such lists shall state manufacturer and brand name of each item or lass of material. The CONTRACTOR shall also submit shop drawings for all grounding work. C. Shop drawings are required for materials and equipment listed in this and other sections. Shop drawings shall provide sufficient information to evaluate the suitability of the proposed material or equipment for the intended use, and for compliance with these Specifications. The following shall be included: 1. Front, side, and rear elevations, footprints and top views, with dimensions. 2. Location and size of conduit entrances and access plates. 3. Component data. 4. Elementary diagrams, electronic diagrams, block and logic diagrams, panel layouts, and interconnection diagrams. 5. Method of anchoring and embedded structural members. 6. Finish. 7. Nameplates. 8. Temperature limitations, as applicable. 9. Rating of equipment as per specifications and drawings. 10. NEMA rating of enclosures. 11. Approved listing. 12. Recommended spare parts lists as described below. D. Catalog data shall be submitted to supplement all shop drawings. Catalog cuts, bulletins, brochures, or the like or photocopies of applicable pages thereof shall be submitted for mass-produced, non -custom manufactured material. These catalog data sheets shall be stamped to indicate the project name, applicable specification section MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 Page 5 ELECTRICAL GENERAL PROVISIONS and paragraph, model number, and options. This information shall be marked in spaces designated for such data in the stamp. E. All control panel equipment submittals shall include: equipment arrangement drawings, including plan, side and elevation views, layout, and all item locations, designations, and a complete nameplate, material, and item list with part number, manufacturer, and description; control panel elementary (schematic) diagrams showing all control items, wire numbers, terminal numbers, interconnections with external control items, designation of each item, and line numbers; control panel wiring (connection) diagrams showing all connections, devices, terminal numbers, wire size, and item designations. These diagrams should show the various components in their relative physical location. F. Contract circuit number designations shall be included on all shop drawing one -line, three -line diagrams and control elementary (schematic) diagrams, wherever these circuits appear. G. Manuals: The CONTRACTOR shall furnish manuals as specified under Operation and Maintenance Manuals of the General Requirements. H. Record Drawings: In addition to the Record Drawing requirements specified in the General Requirements, the CONTRACTOR shall show depths and routing of all concealed below -grade electrical installations from the main building. I. The CONTRACTOR shall submit as part of the shop drawings a list of recommended spare parts for each piece of equipment according to the provisions of Shop Drawing Submittals of the General Requirements. The CLIENT will order appropriate spare parts for use after acceptance of the facilities. CONTRACTOR shall also furnish the name, address, and telephone number of the nearest distributor for each piece of equipment. 1. During the term of this Contract the CONTRACTOR shall notify the ENGINEER in writing about any manufacturer's modification of the identified spare parts, such as part number, interchangeability, model change or others. J. The CONTRACTOR shall coordinate all necessary material and equipment inspection and testing with the CLIENT as specified under Samples and Tests of the General Requirements and Section 16080 Electrical Testing. K. The CONTRACTOR shall clearly state deviations from the specifications and/or drawings on the first page of the submittal. 1.5 QUALITY ASSURANCE A.. General: 1. Field Control of Location and Arrangement: The Drawings diagrammatically indicate the desired location and arrangement of outlets, conduit runs, equipment, and other items only. Exact locations shall be determined by the CONTRACTOR in the field based on the physical size and arrangement of equipment, finished elevations, required clearances and other obstructions. Locations shown on the Drawings, however, shall be adhered to as closely as possible. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 Page 6 ELECTRICAL GENERAL PROVISIONS 2. All conduit and equipment shall be installed in such a manner as to avoid all obstructions and to preserve headroom and keep openings and passageways clear. Lighting fixtures, switches, convenience outlets, and similar items shall be located as shown. Where the Drawings do not indicate exact locations, the CONTRACTOR shall submit proposed locations to the INSPECTOR for review. Where equipment is installed without instruction and must be moved, it shall be moved without additional cost to the CLIENT. 3. Workmanship: All materials and equipment shall be installed in accordance with printed recommendations of the manufacturer which have been reviewed by the INSPECTOR. The installation shall be accomplished by workmen skilled in this type of work and installation shall be coordinated in the field with other trades so that interferences are avoided. 4. All work, induding installation, connection, calibration, testing, and adjustment, shall be accomplished by qualified, experienced personnel working under continuous, competent supervision. The completed installation shall display competent work, reflecting adherence to prevailing industrial standards and methods. 5. Protection of Equipment and Materials: The CONTRACTOR shall provide adequate means for and shall fully protect all finished parts of the materials and equipment against damage from any cause during the progress of the work and until acceptable by the INSPECTOR. 6. All materials and equipment, both in storage and during construction, shall be covered in such a manner that no finished surfaces will be damaged, marred, or splattered with water, foam, plaster, or paint. All moving parts shall be kept clean and dry. 7. The CONTRACTOR shall replace or have refinished by the manufacturer, all damaged materials or equipment, including faceplates of panels and switchboard sections, at no expense to the CLIENT. 8. Tests: The CONTRACTOR shall make all tests as specified. All such tests shall be performed in the presence of the ENGINEER or the INSPECTOR. The CONTRACTOR shall furnish all necessary testing equipment and pay all costs of tests, including all replacement parts and labor necessary due to damage resulting from damaged equipment or from test and correction of faulty installation. Operational testing shall be performed on all equipment furnished and/or connected in other Sections of Division 16. Electrical and all other divisions specifying electrical items including furnishing of support labor for testing. 9. Any test failure shall be corrected in a manner satisfactory to the ENGINEER or the INSPECTOR. 10. Factory -trained technical service representatives shall adjust, calibrate, repair, replace, modify, etc. all faulty electrical equipment installed until the contract is accepted by the INSPECTOR. Factory technical service representatives and electricians shall be provided during start-up of all systems. B. Area Designations: 1. General: For purposes of delineating electrical enclosure and electrical installation requirements of this project, certain areas have been classified in the Contract Documents as defined below. Electrical installations within these areas shall conform to the referenced code requirements for the area involved. a. General Purpose Locations: Electrical work installed in areas which are not otherwise specifically classified shall be "General Purpose." Workmanship MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 16010 Page 7 ELECTRICAL GENERAL PROVISIONS and enclosures shall comply with the general requirements of these Specifications. Enclosures shall be NEMA Type 3R minimum. b. Outdoor Locations: In outdoor locations, raceway shall comply with Section 16130 Raceway Systems and Pull Boxes; entrances shall be threaded; and fittings shall have gasketed covers. Provisions shall be made to drain the fitting or conduit system. Threaded fastening hardware shall be stainless steel. Mounting brackets shall be galvanized. Attachments or welded assemblies shall be galvanized after fabrication. Instruments and control cabinets, panels, switchboards and motor control centers shall be as indicated. Enclosures shall be mounted 1/4-inch from walls to provide an air space, unless specifically shown otherwise. c. Hazardous Locations: Areas shown as hazardous shall have electrical installations suitable for Class 1, Division 1 or 2, Group D locations as required under Cal/OSHA Safety orders (Title 8, CCR). C. Cleanup: 1. In addition to the requirements of Environmental Control of the General Requirements, in all parts of the materials and equipment shall be thoroughly cleaned. Exposed parts shall be thoroughly clean of cement, plaster, and other materials. All oil and grease spots shall be removed with a non-flammable cleaning solvent. Such surfaces shall be carefully wiped and all cracks and corners scraped out. 2. During the progress of the work, the CONTRACTOR shall dean the premises and shall leave the premises and all portions of the site free of debris. a. Cleanliness and Housekeeping. In each room and area that work is performed, the CONTRACTOR shall clean each piece of electrical equipment, existing and new, both inside and outside, and retouch the equipment to match the existing paint. The intent of this requirement is to ensure that all electrical equipment, including panelboards, switchgear, and control panels are in new condition, and to leave this equipment safe for operators and maintenance personnel. PART2 PRODUCTS 2.1 GENERAL A. Unless otherwise indicated, provide all first -quality, new materials and equipment, free from any defects, in first-class condition, and suitable for the space provided. Provide materials and equipment listed by UL wherever standards have been established by that agency. B. Where two or more units of the same class of material or equipment are required, provide products of a single manufacturer. Component parts of materials or equipment of the same manufacturer are preferred. C. All electrical equipment shall be approved by a testing laboratory recognized by the CLIENT and shall conform to all applicable requirements of the CLIENT. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 Page 8 ELECTRICAL GENERAL PROVISIONS 2.2 STANDARD PRODUCTS A. Unless otherwise indicated, provide materials and equipment, which are the standard products of manufacturers regularly engaged in the production of such materials and equipment. Provide the manufacturers' latest standard design that conforms to these Specifications. B. Materials and Equipment. All materials, equipment, and parts comprising any unit or part thereof specified or indicated on the Contract Documents shall be new and unused, of current manufacture, and of highest grade consistent with the state-of-the-art. Damaged materials, equipment, and parts are considered to be used and will not be accepted. All equipment and materials used shall be of a proven type, and shall have a minimum of one year in service experience in similar service to that utilized in the Contract. No prototype equipment is to be installed. In addition, no equipment that is being phased out of manufacture by the supplier shall be installed during the Contract period. C. The fabricator of major equipment assemblies, such as distribution panelboards, etc. shall also be the manufacturer of the major devices or components contained therein. 2.3 OUTDOOR EQUIPMENT A. Provide equipment and devices to be installed outdoors or in unheated enclosures capable of continuous operation within an ambient temperature range of 30 degrees F to 120 degrees F. 2.4 HAZARDOUS AREAS A. Provide materials and equipment acceptable to the regulatory authority having jurisdiction for the Class, Division, and Group of hazardous area indicated. 2.5 SPECIAL TOOLS A. The CONTRACTOR shall provide all special tools required for operation and maintenance of the equipment. The tools shall be considered as part of the product and become the property of the CLIENT. PART 3 EXECUTION 3.1 GENERAL A. Install materials and equipment in a workmanlike manner utilizing craftsmen skilled in the particular trade. Provide work, which has a neat and finished appearance. Carry out work in accordance with NEC Standard of Installation unless otherwise specified. B. Coordinate electrical work with the INSPECTOR and work of all other trades to avoid conflicts, errors, delays, and unnecessary interference with operation of the plant during construction. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 Page 9 ELECTRICAL GENERAL PROVISIONS 3.2 PROTECTION DURING CONSTRUCTION A. Throughout this Contract, provide protection for materials and equipment against loss or damage in accordance with provisions elsewhere in these Contract Documents. Throughout this Contract, follow manufacturers' recommendations for storage. Protect everything from the effects of weather. Prior to installation, store in clean, dry, indoor, heated locations items subject to corrosion under damp conditions, and items containing electrical insulation, such as transformers, conductors, motors, and controls. Provide temporary heating, sufficient to prevent condensation, in transformers, switchgear, and motors. B. Following installation, protect materials and equipment from corrosion, physical damage, and the effects of moisture on insulation. When equipment intended for indoor installation is installed at the CONTRACTOR'S convenience in areas where it is subject to dampness, moisture, dirt, or other adverse atmosphere until completion of construction, ensure that adequate protection from these atmospheres is provided that is acceptable to the INSPECTOR. Cap conduit runs during construction with manufactured seals. Keep openings in boxes or equipment dosed during construction. Energize all space heaters furnished with equipment. 3.3 SHIPMENT, STORAGE AND PROTECTION OF EQUIPMENT A. All indoor electrical panels, control equipment, etc. shall be shipped in sealed dust- and moisture -proof plastic sheet enclosures. The equipment shall be stored in a weatherproof building until installed, and the sealed shipping enclosure shall be maintained at all times. The equipment shall always be protected with plastic sheet covers until all construction and installation work is complete within the area. This protection shall prevent dust, paint spray, water, etc. from entering the equipment or causing damage to the components or finished surfaces. B. Condensation shall be prevented at all times. Electrical equipment provided with space heaters shall have the space heater power supply wiring extended to the outside of the equipment protective covering. Space heater power shall be energized from a temporary power source during storage and installation until the permanent source of space heater power is connected and energized. This temporary power source shall be from the CONTRACTORS temporary power system as described elsewhere in this Section and not the CLIENT'S electric power distribution panels. C. All exterior surfaces that are damaged, scratched, etc. shall be repaired and painted with matching paint as supplied by the manufacturer. The touch-up paint application shall not be obvious. 3.4 MATERIAL AND EQUIPMENT INSTALLATION A. Follow manufacturers' installation instructions explicitly, unless otherwise indicated. Wherever any conflict arises between the manufacturers' instructions, codes and regulations, and these Contract Documents, follow INSPECTORS decision. Keep copy of manufacturers' installation instructions on the jobsite available for review at all times. B. Use appropriate conduit and conductor entry fittings with enclosures, which maintain the specified enclosure environmental capability after proper installation. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 16010 Page 10 ELECTRICAL GENERAL PROVISIONS C. Motor Installation 1. The CONTRACTOR shall verify all actual motor full -load and locked -rotor current ratings. The minimum necessary equipment, wire, cable and conduit sizes are shown on the Contract Documents. If the CONTRACTOR furnishes equipment with different ratings, the CONTRACTOR shall determine the actual current rating of each motor, and furnish the appropriate motor branch circuit conductor size, the appropriate motor branch circuit overcurrent protective devices (circuit breaker or motor short-circuit protector) size, the appropriate motor branch circuit overcurrent protection setting, the appropriate motor branch circuit running overload protection, and the appropriate motor starter size. Affected conduits shall be increased in size as necessary. 2. The motor branch circuit conductors shall have a current carrying capacity of not Tess than 125 percent of the actual full -load current rating of the motor. The size of the motor branch circuit conductors shall be such that the voltage drop from the motor branch circuit overcurrent protective device (breaker or motor short-circuit protector) to the motor shall not be greater than two percent when the motor is running at full -load and rated voltage. 3. The motor branch circuit overcurrent protective device (circuit breaker or motor short-circuit protector) shall not operate in less than 30 seconds on the locked -rotor current of the motor. This device is intended to protect the motor, motor control device, and branch circuit conductors against overcurrent due to short-circuit or ground faults. The motor control circuits shall have the type of overcurrent protection indicated on the Contract Documents. 4. The motor branch circuit running overload protection devices shall operate in 20 seconds or Tess at motor locked -rotor current to protect the motor from damage under stalled rotor conditions. The motor branch circuit running overload protection devices shall be rated or selected to trip the motor at no more than 125 percent of the motor full -load current rating for motors marked to have a temperature rise not over 40°C or a service factor not less than 1.15. The motor branch circuit running overload protection devices shall be rated or selected to trip at no more than 115 percent of the motor full -load current for all other motors. 5. The motor starter size shall be coordinated with the current rating and horsepower size of the installed motor per NEMA standards. D. Equipment Installation 1. All equipment shall be anchored to supporting members by bolts or other connections to accommodate all operating forces and all forces determined by the design requirements of the UBC, Chapter 23, for Occupancy Category I, Essential Services, in Seismic Zone 4. Equipment shall be secured in accordance with the manufacturer's recommendations. Embedded channel shall be installed to anchor enclosures as shown on the Contract Documents. The CONTRACTOR shall submit structural calculations for seismic restraint. 2. As a minimum, each transformer mounted on a floor or concrete pad, floor -mounted switchgear section, variable frequency drive section, control panel or other similar equipment shall have at least one 1,4-inch stainless steel concrete anchor installed in each corner. Equipment shall be installed level and aligned in place. Voids shall be filled with grout. Openings through slabs under equipment shall be sealed around conduit with grout, synthetic rubber sealing compound or other approved means. Conduit passing through these openings shall be sealed with an approved conduit sealant. All floor -mounted electrical equipment shall be MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 Page 11 ELECTRICAL GENERAL PROVISIONS installed on a concrete pad at least 4 inches in height above the floor, or as noted on the Contract Documents. Where practicable, and in accordance with manufacturer's instructions, switchgear, transformers, variable frequency drives, control panels and other similar equipment shall be secured to channels embedded in or surface -mounted to the finished floor. 3. Holes made in existing or new structures to accommodate electrical installations shall be neatly formed without rough edges. Repairs to damage caused during installation shall be made to the satisfaction of the INSPECTOR. E. Torqueing of Conductor Terminations 1. After installation and before energizing electrical equipment, each bolted bus and cable connection shall be torqued to the manufacturer's recommendations. This includes each bolt at each connection, both factory and field installed, for variable frequency drives, switchgear, and other similar equipment. 3.5 CUTTING AND PATCHING A. Lay out work carefully in advance. Do not cut or notch any structural member or building surface without specific approval of ENGINEER. Carefully carry out any cutting, channeling, chasing, or drilling of floors, walls, partitions, ceilings, paving, or other surfaces required for the installation, support, or anchorage of conduit, raceways, or other electrical materials and equipment. Following such work, restore surfaces neatly to original condition. Utilize skilled craftsmen of the trades involved. 3.6 LOAD BALANCE A. The Drawings and Specifications indicate circuiting to electrical loads and distribution equipment. Balance electrical load between phases as nearly as possible on switchboards, panelboards, motor control centers, etc. 3.7 PHASING SEQUENCE A. Coordinate motor phasing checks with the INSPECTOR and the CONTRACTOR responsible for the driven equipment. Submit a written report to the INSPECTOR for each motor verifying that phasing has been checked and corrected. 3.8 CLEANING AND TOUCHUP PAINTING A. Keep the premises free from accumulation of waste material or rubbish. Upon completion of work, remove all materials, scraps, and debris from premises and from interior and exterior of all devices and equipment. Touch up scratches, scrapes, or chips in interior and exterior surfaces of devices and equipment with finishes matching as nearly as possible the type, color, consistency, and type of surface of the original finish. If extensive damage is done to equipment paint surfaces, refinish the entire equipment in a manner that provides a finish equal to or better than the factory finish, that meets the requirements of the Specifications, and that is acceptable to the INSPECTOR. B. Painting: The CONTRACTOR shall paint conduit, motors, terminal panels, junction boxes, etc. in accordance with the Contract Documents. Red PVC -coated conduit shall not be painted. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16010 Page 12 ELECTRICAL GENERAL PROVISIONS 3.9 HAZARDOUS AREAS A. Install all materials and equipment in hazardous areas in a manner acceptable to the regulatory authority having jurisdiction for the Class, Division, and Group of hazardous area indicated. 3.10 INSPECTION A. Allow materials, equipment, and workmanship to be inspected at any time by the ENGINEER or the INSPECTOR. Correct work, materials, or equipment not in accordance with these Contract Documents or found to be deficient or defective in a manner satisfactory to the INSPECTOR. 3.11 SERVICE CONTINUITY A. Maintain continuity of electric service to all functioning portions of the process or buildings during hours they are normally in use. Temporary outages will be permitted during cutover work at such times and places as can be prearranged with INSPECTOR and the electric utility company providing service to the facility. Such outages shall be kept to a minimum number and minimum length of time. Make no outages without prior written authorization of the ENGINEER and notification of the INSPECTOR. Include all costs for temporary wiring and overtime work required in the Contract price. Remove all temporary wiring at the completion of the work. 3.12 CHECKOUT AND STARTUP A. During checkout and startup of the various systems, provide a crew of skilled craftsmen to be available for checkout and troubleshooting activities as required by the INSPECTOR. Since coordination with other crafts and CONTRACTORS will often be required, the craftsmen assigned to checkout must be available outside normal working hours when necessary. B. Do not turn electricity on for any equipment until you have contacted Bill Karras (951) 906-3022, or Bill.Karras@verizon.net. Bill is contracted by Costco to review electrical equipment installation and equipment programming before equipment startup. 3.13 TESTS A. General: Carry out tests specified hereinafter and as indicated under individual items of materials and equipment specified in other sections. B. Operations: After the electrical system installation is completed and at such time as the ENGINEER or the INSPECTOR may indicate, conduct an operating test for approval. Demonstrate that the equipment operates in accordance with the requirements of these Specifications and Drawings. Demonstrate that protective functions are operating properly and are properly incorporated in control system, circuit breaker, and motor control center circuitry. Perform the test in the presence of the INSPECTOR. Furnish all instruments and personnel required for the tests. END OF SECTION 16010 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 16050 BASIC MATERIALS AND METHODS PART1 GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR shall furnish all tools, equipment, materials, and supplies and shall perform all labor required to complete the work as indicated on the Drawings and specified herein. B. This section covers the work necessary to furnish and install, complete, the materials specified hereinafter. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections and divisions apply to the work of this section. Other sections and divisions, not referenced below, shall apply to the extent required for proper performance of this Work. 1. Section 16010 Electrical General Provisions 2. Work Specified Under Other Divisions: B. Materials and equipment furnished and installed under other Divisions with raceway and electrical conductors furnished, installed and connected under Division 16, Electrical. 1.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. All work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these specifications. 1. Codes and Standards: NEC National Electrical Code (NEC), latest adopted edition NFPA National Fire Protection Agency (NFPA) — 70 2. Government Standards: FS W-C-596E/GEN(1) Connector, Plug, Receptacle and Cable Outlet, Electrical Power FS W-S-896E/GEN(1) Switches, Toggle (Toggle and Lode), Flush Mounted (ac) FS WW-C-581 E Conduit, Metal, Rigid, and Intermediate; And Coupling, Elbow, and Nipple, Electrical Conduit: Steel, Zinc Coated 3. Commercial Standards: ANSI C80.1 Rigid Steel Conduit, Zinc Coated, specification for. ANSI Z55.1 Gray Finishes for Industrial Apparatus and Equipment. ANSI/UL 467 Grounding and Bonding Equipment, Safety Standard For. NEMA WD-1-1.10 General Requirements for Wiring Devices. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on.02/04/2014 SECTION 16050 Page 2 BASIC MATERIALS AND METHODS NEMA AB-1 Molded Case Circuit Breakers. NEMA PB-1 Panelboards. NEMA KS-1 Enclosed Switches. ICEA S-61-402 Thermoplastic - Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy. ICEA S-19 Rubber - Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy. B. All equipment furnished by the CONTRACTOR shall be listed by and shall bear the label of Underwriters' Laboratories, Incorporated, (UL) or of an independent testing laboratory acceptable to OCSD. C. The construction and installation of all electrical equipment and materials shall comply with all applicable provisions of the State Building Standards and applicable local codes and regulations. 1.4 CONTRACTOR SUBMITTALS A. Submittals shall be made in accordance with the requirements of Section 16010 Electrical General Provisions. 1.5 QUALITY ASSURANCE A. Quality assurance shall be in accordance with all applicable requirements of Section 16010 Electrical General Provisions. PART 2 PRODUCTS 2.1 SERVICE ENTRANCE A. Provide labor and furnish equipment as required by the electric utility, which will provide service to the facility. All such materials and work shall meet the requirements of the utility company. B. Provide temporary service for construction tools and testing apparatus during construction. 2.2 HAZARDOUS AREAS A. Provide devices, materials, and equipment for installation in hazardous areas that are specifically approved for installation in hazardous areas of the Class, Division, and Group indicated, and are of construction that will ensure safe performance under conditions of proper use and maintenance. Provide devices, materials, and equipment meeting the requirements of the NEC, applicable state and local codes, and the authority enforcing these codes. Acceptable manufacturers: Crouse -Hinds, Appleton, or equal. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16050 Page 3 BASIC MATERIALS AND METHODS 2.3 OUTLET AND DEVICE BOXES A. General: Provide boxes not less than 2-inches deep, unless shallower boxes are required by structural conditions and are specifically accepted by the ENGINEER. Do not use box extensions to provide wiring space required by the NEC. For hollow masonry construction, provide boxes of sufficient depth so that conduit knockouts or hubs are in the masonry void space. B. Sheet Steel (SS) Boxes: Provide zinc- or cadmium -plated boxes of the one-piece drawn type. Install 4-inch minimum octagonal boxes for ceiling outlets, except where smaller boxes are required for the particular fixture being installed. Use concrete type boxes in poured concrete slabs. Provide 4-inch by 4-inch minimum boxes with 3/4" knockouts for switches and receptacles. Provide plaster rings where required. C. Cast Steel (CS) Boxes: Provide boxes of cast ferrous metal with gasketed, watertight, cast ferrous metal covers and stainless steel screws. Provide boxes with threaded conduit hubs and cast mounting lugs where lugs are required. Use Crouse -Hinds or Appleton Type FS or FE boxes, or equal. D. Nonmetallic (NM) Boxes: Provide fiberglass boxes with gasketed, watertight covers and stainless steel screws. Provide boxes with conduit hubs and any required mounting lugs. Use Crouse -Hinds, Stahlin or equal. E. Provide a box suitable for the conditions encountered at each outlet in the wiring or raceway system and sized in accordance with the NEC. Use the listed types unless otherwise indicated or accepted. F. Unless otherwise indicated on the Contract Documents, device boxes and junction boxes shall be heavy duty, and shall be compatible with the location and conduit system being used, and shall be manufactured by Crouse -Hinds, Appleton, or equal, with stainless steel cover screws and with cover gaskets. Device boxes shall be "FD" type. 1. Types to be provided, PVC -coated Steel Raceway System: Locations Box Type All Cast steel 2. Exterior Locations, with: Exposed Raceways Cast steel Class I, II, or III Hazardous Areas Cast steel, NEMA 7 3. Interior Dry Locations, with: Exposed Rigid Conduit- Cast steel Exposed EMT- Cast steel Concealed Raceways- Cast steel Concrete Encased Raceways- Cast steel Lighting Circuits, Ceiling Portion Sheet steel Class 1, II, or III Hazardous Areas Cast steel, NEMA 7 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16050 Page 4 BASIC MATERIALS AND METHODS G. Device Plates: 1. Types to be provided: Locations PlateType All Nonmetallic All Interior Nonmetallic Office Nonmetallic WP Designation Weatherproof Interior Nonmetallic Flush Mounted Boxes Nonmetallic Surface Mounted Cast Metal Boxes Cast metal Surface Mounted Sheet Metal Boxes Cast metal 2.4 JUNCTION AND PULL BOXES A. Utilize NEMA 4X 316 stainless steel or fiberglass UV -rated watertight enclosures for outdoor or wet and corrosive locations and where subscript WP is indicated at the box location on the Drawings. B. Where outlet boxes are used as junction or pull boxes, use materials as specified under above Article "OUTLET AND DEVICE BOXES" C. Where larger sheet steel boxes are required, utilize boxes of code -gauge, galvanized steel with full -access screw covers mounted with corrosion -resistant machine screws D. Where larger cast metal boxes are required, use neoprene gasketed, watertight boxes with hinged, cast metal full -access covers, stainless steel cover hardware, and drilled and tapped conduit entrances. Use Crouse -Hinds Series W, O.Z./Gedney Series Y boxes, or equal. For below grade conduit, use Crouse -Hinds Type WJBF, O.Z./Gedney Series YR, or equal, minimum size 8-inches by 8-inches by 6-inches. For hazardous areas, use boxes applicable for the location and hazardous atmosphere present. E. Where larger nonmetallic boxes are required, they shall be gasketed, watertight, corrosive resistant, and have a hinged, full -access screw cover. The hinge and machine screws shall be stainless steel. The box and cover shall be of high impact strength fiberglass -reinforced polyester material with stability to high heat. The boxes shall have conduit hubs and any required mounting lugs. The minimum size shall be 7- inches by 10-inches by 6-1/2-inches deep. Use Crouse -Hinds, or equal, Type NJB boxes. F. Use special boxes where indicated on the Drawings. 2.5 TERMINAL JUNCTION BOXES (TJB) A. Provide hinged -cover terminal junction boxes of the required type and size where indicated. Utilize NEMA 12 enclosures for indoor dry locations. Utilize NEMA 4X watertight enclosures, as described under article 2.4, JUNCTION AND PULL BOXES, for outdoor or wet locations and where subscript WP is indicated at the box location on the Drawings. Provide terminal blocks with a separate connection point for each conductor entering or leaving the box. Paint interior surfaces with white enamel or lacquer. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16050 Page 5 BASIC MATERIALS AND METHODS 2.6 WIRING DEVICES A. Switches: 1. General Use Switches: Provide specification grade, totally -enclosed, ac type, quiet tumbler switches meeting NEMA WD 1 performance standards and Federal Specification W-S-896E, and capable of control of 100 percent tungsten filament and fluorescent lamp Toads. Use switches rated at 20 amps, 120/277 volts. Provide operating handles colored Ivory in all areas. Switches shall have screw terminals. 2. Weatherproof Switches: Use switches mounted in a cast metal box with gasketed, weatherproof device plate. 3. Acceptable Manufacturers: Bryant, General Electric, Hubbell, Pass and Seymour, or equal. B. Receptacles: 1. Single and Duplex: Provide specification grade receptacles meeting NEMA WD 1 performance standards and Federal Specification W-C-596, and having a contact arrangement such that contact is made on two sides of each inserted blade without detent. Use two -pole, three -wire grounding type receptacles rated 20 amps, 125 volts, NEMA Configuration 5-20R, and with screw type wire terminals suitable for No. 10 AWG. Provide high strength thermoplastic bases colored ivory in all areas. Acceptable manufacturers: Bryant, General Electric, Hubbell, Pass and Seymour, Sierra, or equal. 2. Weatherproof Receptacles: Receptacles shall be specified above mounted in a cast metal box with gasketed, weatherproof device plate as specified below. 3. Ground Fault Interrupter (GFI) Receptades: Provide duplex specification grade GFI receptacles tripping at 5 milliamps; rated 20 amps, 120 volts, NEMA Configuration 5-20R and capable of interrupting 1,000 amps without damage. Use units meeting NEMA WD 1, fitting standard sized outlet boxes, having No. 12 AWG copper TW insulated pigtails, having provision for testing, and ivory in color. Use standard model where ground fault protection is needed at an individual location. Use feed-thru model where ground fault protection is specified for "downstream" conventional receptacles. Provide receptades accepting standard device plates. Acceptable manufacturers: Pass and Seymour, Square D, General Electric, or equal. 4. Isolated ground duplex or simplex receptacles shall be orange colored with ground terminal insulated from mounting YOKE. Receptacles shall be rated 20 amperes at 125V AC C. Telephone Outlets: Provide empty outlet boxes and cover plates conforming to the requirements of the telephone company where telephone outlets are indicated. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT / BID Barghausen Engineering Printed on 02/04/2014 SECTION 16050 Page 6 BASIC MATERIALS AND METHODS PART 3 EXECUTION 3.1 OUTLET AND DEVICE BOXES A. Installation: 1. Mount boxes at the following heights unless otherwise required by the Americans with Disabilities Act (heights are to the centerline of the box): Wall switches 48-inches above floor Thermostats 54 inches above floor Wall telephone outlets 6-inches above counter tops; 12-inches above floor Wall mounted telephone 52-inches above floor outlets for public pay telephone, 52-inches above floor for standard wall telephone Office, Service Receptacles: Flush device plate bottom or side with top of the backsplash on use areas, halls, etc. or 6-inches above counter top without backsplash; 12-inches above floor unless otherwise indicated. a. Where above heights do not suit the building construction or finish, locate boxes where directed by the ENGINEER. b. Locations indicated are approximate. Study the Drawings in relation to spaces and equipment surrounding each outlet. When necessary, with the approval of the ENGINEER, relocate outlets to avoid interference with mechanical equipment or structural features. Locate all Tight switches on lock side of doors. Locate all light fixture outlets in a symmetrical pattern according to the room layout unless otherwise indicated. c. Mount all boxes plumb and level. Use flush mounted boxes with concealed conduits. Make edges of boxes flush with finished surface. Provide proper type extension rings or plaster covers for this purpose. For flush mounted boxes, make holes in the surrounding surface no larger than required to receive the box. d. Install boxes in a secure, substantial manner supported independently of conduit by attachment to the building structure or a structural member. Fasten boxes with bolts and expansion shields on concrete or brick, toggle bolts on hollow masonry units, and machine screws or welded, threaded studs on steelwork. Threaded studs driven in by a powder charge and provided with lock washers and nuts are acceptable in lieu of expansion shields. Boxes embedded in concrete or masonry need not be additionally supported. Utilize galvanized mounting hardware in industrial areas. e. Provide flush or recessed lighting fixtures with separate junction boxes when required by the fixture terminal temperature. Where boxes support fixtures, provide proper means of attachment with adequate strength. f. Open no more knockouts in sheet steel boxes than are actually required. Seal any used openings in any type box. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 16050 Page 7 BASIC MATERIALS AND METHODS 3.2 JUNCTION AND PULL BOXES A. Where indicated on the Drawings, and where necessary to terminate, tap -off, or redirect multiple conduit runs, provide and install appropriately designed junction boxes. Furnish and install pull boxes where necessary in the raceway system to facilitate conductor installation. Provide pull boxes to limit conduit runs to less than 150-feet and to contain no more than the equivalent of three right-angle bends unless accepted by the ENGINEER. 1. Types to be provided: a. Use boxes of the types listed for specific locations under above Article "OUTLET AND DEVICE BOXES". b. Use outlet boxes as junction boxes and pull boxes wherever possible and allowed by applicable codes. 2. Installation: a. Make all boxes accessible. Do not install boxes in finished areas unless accepted by the ENGINEER. Mount all boxes plumb and level. Use flush mounted boxes with concealed conduits. Make edges of recessed boxes flush with the final surface. b. Mount boxes in a secure, substantial manner, supported independently of conduit by attachment to the building structure or a structural member. Fasten boxes with bolts and expansion shields on concrete or brick, toggle bolts on hollow masonry units, and machine screws or welded threaded studs on steelwork. Threaded studs provided with lock washers and nuts as provided with Redhead or Hilti Kwik-bolt concrete anchors, Hilti HIT adhesive anchors may be used for bolt sizes 3/8" and smaller are acceptable in lieu of expansion shields. Boxes embedded in concrete or masonry need not be additionally supported. Utilize 316 stainless steel mounting hardware in industrial areas. c. Install boxes for conduits under grade flush with finished grade in locations outside of paved areas, roadways, or walkways. d. If adjacent structure is available, the box may be mounted on the structure surface just above finished grade in accessible but unobtrusive location. If it is found desirable to locate boxes in paved areas, roadways, or walkways, obtain ENGINEER's written approval and utilize boxes and covers suitable for the weights to which they may be subjected. 3.3 TERMINAL JUNCTION BOXES (TJB) A. Install in accordance with all the requirements detailed under above Article "JUNCTION AND PULL BOXES". Label each block and terminal with a permanently attached, non - destructible tag. 3.4 WIRING DEVICES A. Switches: Mount switches at the heights indicated under above Article "OUTLET AND DEVICE BOXES". Mount switches for switch operation in the vertical position. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16050 Page 8 BASIC MATERIALS AND METHODS B. Receptacles: Mount receptacles at heights indicated under above Article "OUTLET AND DEVICE BOXES". Mount receptacles with grounding slot up except where horizontal mounting is indicated, in which case mount with neutral slot up. Ground receptacles to boxes with grounding wire, not by yoke or screw contact. Mount weatherproof receptacles with the hinge for the protective cover above (not at side, or below) the receptacle opening. 1. Special Purpose Receptacles: Locate special purpose receptacles where shown. Install and mount the receptacles in accordance with the manufacturer's instructions and the applicable codes. C. Telephone Outlets: Mount outlets at the heights indicated under above Article "OUTLET AND DEVICE BOXES". Mount outlets in the vertical position unless otherwise indicated. D. Device Plates: 1. Installation: Securely fasten device plates to switch or receptacle boxes or the wiring device contained therein. Install device plates used with flush mounted boxes with all four edges in continuous contact with the finished wall surfaces without the use of mats or similar materials. Plaster fillings will not be acceptable. Install device plates vertically or horizontally with an alignment tolerance of 1/16- inch. Do not use sectional type device plates. END OF SECTION 16050 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16060 GROUNDING AND BONDING PART1 GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR shall furnish all tools, equipment, materials, and supplies and shall perform all labor required to complete the work as indicated on the Drawings and specified herein. B. Electrical grounding and bonding systems shall be installed as indicated herein and/or on the other Contract Documents with materials including, but not limited to, cables/wires, connectors, solderless lug terminals, grounding electrodes and plate electrodes, bonding jumper braid, exothermic connections, and additional accessories needed for a complete installation. Where materials or components are not indicated, provide products which comply with NEC, UL, and IEEE requirements and with established industry standards. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following divisions and sections apply to the work of this section. Other division and sections of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Division 16 Electrical, applicable sections. 1.3 REFERENCED SPECIFICATIONS, CODES AND STANDARDS A. All work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these specifications. B. Comply with the current provisions of the following Codes and Standards. 1. Codes and Standards: NEC National Electrical Code (NEC), latest adopted version NFPA National Fire Protection Agency (NFPA) — 70 2. Commercial Standards: ANSI/IEEE 80 Guide for Safety in AC Substation Grounding ANSI/UL 467 Safety Standard for Grounding and Bonding Equipment. IEEE 142 Grounding of Industrial and Commercial Power Systems C. All equipment furnished by the CONTRACTOR shall be listed by and shall bear the label of Underwriters' Laboratories, Incorporated, (UL) or have an independent testing laboratory acceptable to OCSD. D. The construction and installation of all electrical equipment and materials shall comply with all applicable provisions of the State Building Standards and applicable local codes and regulations. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID Barghausen Engineering Printed on 02/04/2014 SECTION 16060 Page 2 GROUNDING AND BONDING 1.4 CONTRACTOR SUBMITTALS A. Submittals shall be made in accordance with the requirements of Section 16010 Electrical General Provisions. B. General Provisions - Submittals shall conform to the requirements of Section 16080 Electrical Testing, Section 16120 Conductors and Cables and additional requirements specified herein. Submittals shall be made for, but not be limited to the following: 1. Catalog literature for all products. 2. Certified copies of ground test results. 3. Field test procedures including lists of test equipment to be used. 1.5 QUALITY ASSURANCE A. Quality assurance shall be in accordance with the requirements of Section 16010 Electrical General Provisions and Section 16080 Electrical Testing. PART 2 PRODUCTS 2.1 GROUND RODS A. Provide copper -clad steel ground rods not less than 3/4 inch in diameter, 10-feet long driven full length into the earth. Special requirements shall be as shown and as specified herein. In chemical areas stainless steel rods 3/4" shall be used. 2.2 GROUND CONDUCTORS A. Provide grounding conductors of the size shown and the type specified in Section 16120 "Conductors". In no case shall the size of any grounding conductor be Tess than that stipulated by the NEC for that specific application. B. All grounding conductors furnished shall be composed of material resistant to any existing corrosive conditions or shall be suitably protected against such conditions. 2.3 GROUND CONNECTIONS A. For below grade connections, provide exothermic -welded connectors. B. For above grade connections, provide bolted connectors. PART 3 EXECUTION 3.1 GENERAL A. The grounding electrode system shall consist of concrete encased, bare #2/0 AWG copper ground conductors and/or ground rods. Each duct bank shall contain a concrete encased, bare #2/0 AWG system ground conductor. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16060 Page 3 GROUNDING AND BONDING B. The UFER concrete -encased ground conductor shall be at least 20 feet in length and laid in a straight line located approximately two -inches above the bottom of the concrete pour. C. Each metallic raceway, panel, switchboard, and other metallic devices associated with the electrical and instrumentation systems shall be bonded to this system. All equipment enclosures, devices, etc. shall be grounded. D. Ground rods shall be driven or concrete encased bare copper conductors installed before a building or structure is built, and ground conductors shall be brought through the concrete to accessible points for grounding equipment via a schedule 40 PVC pipe sleeve. Each structure or building shall have a ground system. E. Driven ground rods shall be steel with copper welded exterior (Copperweld), 3/4-inch diameter by 10 feet in length. F. All connections of ground cable to rods or to cable shall be by means of exothermic welded connections or compression connectors or bolted as indicated in section 2.3. G. The CONTRACTOR shall ground the electrical service system neutral at the service entrance equipment to the grounding electrode system and ground each separately derived system neutral to the nearest effectively grounded structural steel member or the grounding electrode system. H. The CONTRACTOR shall connect together service equipment enclosures, exposed noncurrent carrying metal parts of electrical equipment, metal raceway systems, grounding conductor in raceways and cables, receptacle ground connectors, and plumbing systems as required by Section 250-80 of the National Electrical Code. I. Unless otherwise indicated on the Contract Documents, the CONTRACTOR shall provide electrical grounding conductors for grounding system connections that match power supply wiring materials and are sized according to NEC. All equipment grounding conductors shall consist of a separate insulated equipment grounding conductor run in the conduit or multi -conductor cable from the equipment to the MCC, panelboard, switchgear, etc. equipment ground bus. A separate equipment grounding conductor, in addition to the cable shields, shall be provided in each raceway containing medium voltage power cables. J. The CONTRACTOR shall terminate feeder and branch circuit insulated equipment -grounding conductors with grounding lug, or bushing. K. The CONTRACTOR shall connect together metal raceway systems, cable tray systems, and grounding conductors in raceways and cables, as required by Section 250-80 of the National Electrical Code. L. The CONTRACTOR shall tighten grounding and bonding connectors and terminals, including screws and bolts, to the manufacturers recommended torque values. Where manufacturer's torque values do not exist, comply with torque values specified in UL 486A. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16060 Page 4 GROUNDING AND BONDING M. Except where specifically indicated otherwise, ground all exposed noncurrent -carrying metallic parts of electrical equipment, raceway systems, and the neutral of all wiring systems in strict accordance with the state, and other applicable laws and regulations. N. Where grounding conductors are shown, bond the wires to metallic enclosures at each end and to all intermediate metallic enclosures. Connect grounding conductors to all grounding bushings on raceways. Where any equipment contains a ground bus, extend and connect grounding conductors to that bus. Connect the enclosure of the equipment containing the ground bus to that bus. Use insulated ground conductors when ground conductor is installed inside conduits enclosing the power conductors. O. Ground connection to equipment and ground buses shall use ground Tugs compatible with copper. Connections to enclosures not provided with ground buses or ground terminals shall be by clamp type lugs added under permanent assembly bolts or under new bolts drilled and added through enclosures other than explosion proof, or by grounding Iocknuts or bushings. Explosion proof enclosures not provided with any of the above grounding means shall be grounded by the addition of an adjacent junction box with a ground lug. Ground cable connections to anchor bolts, against gaskets, paint, or varnish, or on bolts holding removable access covers will not be permitted. P. Install sufficient ground rods in addition to code required grounding so that resistance to ground as tested by standard methods does not exceed 1 ohm unless otherwise accepted. Where more than one rod is required, install rods at least 610-feet apart. Q. Ground metal sheathing and any exposed metal vertical structural elements of buildings. Ground metal fences enclosing electrical equipment. Bond any metal equipment platforms, which support electrical equipment to that equipment. Provide good electrical contact between metal frames and railings supporting pushbutton stations, receptacles, instrument cabinets, etc., and raceways carrying circuits to these devices. R. Ground cable penetrations through building exterior walls shall enter within 3 feet below finish grade and shall be prepared with a water stop. Unless otherwise indicated, the water stop shall include filling the space between the strands with solder and soldering a 12 inch copper disc over the cable. S. Ground cable near the base of a structure shall be in earth and as far from the structure as the excavation permits but not closer than 6 inches. T. Lighting fixtures and convenience outlets shall be grounded with a separate ground conductor. U. Ground conductors on equipment shall be formed to the contour of the equipment and firmly supported. #6 wire and larger shall be in a raceway to prevent physical damage. V. All ground connection hardware, bolts, and nuts shall be high strength, high conductivity copper alloy. W. Ground cables in underground circuits shall be bonded with main ground cables in each maintenance hole and handhold. Maintenance hole hardware and cover shall be effectively grounded. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16060 Page 5 GROUNDING AND BONDING X. Liquid tight flexible conduits shall be provided with separate equipment grounding conductors sized in accordance with the NEC. The equipment grounding conductor shall be bonded to an approved grounding bushing and terminal lug. The grounding conductor can be installed outside the conduit if the required size is greater that No. 10. Y. Exposed splices and connections for bare copper conductors and buses shall be protected by wrapping with heat shrink tape or covering. 3.2 GROUNDING CONNECTIONS A. Unless shown otherwise, make connections of grounding conductors to ground rods at the upper end of the rod with the end of the rod and the connection point below finished grade. 3.3 FIELD TESTS A. The grounding system shall be tested in accordance with Section16080, Electrical Testing. END OF SECTION 16060 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16060 Page 6 GROUNDING AND BONDING (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16075 ELECTRICAL IDENTIFICATION NAMEPLATES AND WARNING SIGNS PART1 GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR shall furnish all tools, equipment, material, and supplies and perform all labor required to install nameplates and/or warning signs to identify electrical equipment as indicated on the Drawings and specified herein. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections and divisions apply to the work of this section. B. Other sections of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this Work. 1.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. All work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these specifications. B. Comply with the current provisions of the following codes and standards. 1. Codes and Standards: NFPA National Fire Protection Agency (NFPA) —70 NEC National Electrical Code (NEC), latest adopted edition. OSHA Occupational Safety and Health Administration (OSHA) OCSD Tagging Procedure OCSD standards for instrument and equipment identification and tagging PART2 PRODUCTS 2.1 NAMEPLATES AND WARNING SIGNS A. Nameplates. All nameplates shall be black lamicoid with white letters of approved size when located indoors, and shall be engraved stainless steel when located outdoors, and shall be fastened to the device or enclosure with round head, stainless steel screws. Any equipment for which a nameplate is required, but without a contract document designation, Contact the ENGINEER for help in establishing the correct designation. B. Warring Signs. All warning signs shall be in accordance with Occupational Safety and Health Administration (OSHA) regulations and shall be suitable for exterior use when installed outdoors. The warning signs shall be fastened with round head, Type 316 stainless steel screws or bolts, located and mounted in a manner acceptable to the ENGINEER. All waming signs shall be 7 inches high by 10 inches wide unless MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16075 Page 2 ELECTRICAL IDENTIFICATION NAMEPLATES AND WARNING SIGNS otherwise noted, and on 1/16-inch thick plastic or similar acceptable material. The signs specified below shall be installed on the front and back of the enclosure (if backside access is available to the enclosure) of each electrical distribution equipment and control equipment to clearly identify each compartment, power source, etc. This shall apply to all equipment installed and/or modified per these Contract Documents. 1. Permanent and conspicuous warning signs shall be mounted on all equipment, doorways to equipment rooms, pull boxes, manholes, etc. Warning signs shall be colored red and white and shall read: DANGER 208 VOLTS KEEP OUT 2. Access panels or doors of cubicles containing power conductors shall include a large "DANGER 208 VOLTS INSIDE" nameplate of red background and 1 inch high minimum white lettering. 2.2 CIRCUIT IDENTIFICATION A. Raceway Identification. All raceways or where conduit terminations are out of sight from each other designed for holding wires, cables or bus bars, shall be tagged at all terminations. 1. Raceway marker tags shall be 0.036-inch minimum thickness, be made of solid brass and the raceway number shall be stamped in 3/16-inch minimum height characters. Tags shall be attached to the raceway with Type 316 stainless steel wire. B. Conductor and Cable Tags: 1. Conductor and Cable Identification. Each cable or conductor shall be identified with circuit identification markers in each pull box, manhole, panelboard, or termination. Each cable or conductor shall be identified with an approved, yellow or white tubing -type shrink -on wire marker. The color white is used except yellow tubing shall be installed on conductors that bring foreign voltage into the panel. Note that there may be a white wire tag at the source end and a yellow tag at the end where the conductor would be considered to have a foreign voltage. The wire sleeve should only be slightly shrunk to keep the tubing from slipping down the wire but loose enough to allow the wire tag to be rotated after it is installed so it can be made more readable. Tags relying on adhesives or taped -on markers are not acceptable. The cable marker will consist of two elements: 1) A FROM -TO line showing the termination enclosures for each end of the cable and 2) a two-part number with the first part the Job No. and the second part the Cable Schedule ID. The conductor marker will consist of three elements: 1) The immediate terminal number, 2) a ">", and 3) the destination panel, terminal block and terminal number. Cables shall also be tagged at all jacket end points and within 12 inches of entering a conduit. This identification is applicable to all power, control, alarm, and instrumentation conductors, and shall correspond to the single -line diagram circuit numbers and signal cable pair designations shown on the Contract Documents. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16075 Page 3 ELECTRICAL IDENTIFICATION NAMEPLATES AND WARNING SIGNS 2. Manufacturer a. Individual conductor identification markers shall be slip-on PVC type, as manufactured by Brady, Thomas and Betts, or equal. b. Markers for other cables shall be B-292 or B-500 vinyl as manufactured by Brady, Thomas and Betts, or equal. C. Color Coding: The three-phase conductors for power circuits shall be identified at each manhole, pull box and at all switchgear, panelboards, motor control centers, switchboards, etc. as Phases A, B and C. Phase A shall be black, Phase B shall be red, and Phase C shall be blue. The neutral conductor shall be white. PART 3 EXECUTION 3.1 GENERAL A. The CONTRACTOR shall coordinate the installation of electrical equipment so all equipment is identified in accordance with these specifications. END OF SECTION 16075 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16075 Page 4 ELECTRICAL IDENTIFICATION NAMEPLATES AND WARNING SIGNS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16080 ELECTRICAL TESTING AND INSPECTION PART1 GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR and the INSPECTOR each have electrical equipment testing responsibilities. This specification defines responsibilities for both the CONTRACTOR and the INSPECTOR. In general, the INSPECTOR performs only the NETA. The CONTRACTOR is responsible for all receiving, installation, and operational testing as well as cable testing, and for providing schedule allowance and notification to the INSPECTOR in support of the INSPECTOR's testing, and for any other required tests not provided by the INSPECTOR. Note there are several devices that receive both INSPECTOR and CONTRACTOR testing. B. The CONTRACTOR shall furnish all tools, equipment, material, and supplies and perform all labor required to perform electrical tests as indicated on the Drawings and specified herein for any required testing that is not performed by the INSPECTOR. C. The CONTRACTOR shall schedule appropriate pauses during construction to allow the INSPECTOR time to perform equipment testing. D. The CONTRACTOR shall receive the INSPECTOR's test results and make all required corrections at no additional cost to the OWNER. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The WORK of the following Sections and Divisions that applies to the WORK of this Section. 1. Division 16 Electrical, applicable Sections. B. Other Sections of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this WORK. 1.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. All work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these specifications. B. Comply with the current provisions of the following Codes and Standards. COSTCO GASOLINE Fuel Facility Expansion 1. Codes and Standards: NEC National Electrical Code (NEC), latest adopted edition NFPA National Fire Protection Agency (NFPA) — 70 IEEE Institute of Electrical and Electronics Engineers (IEEE) Standards. NEMA National Electrical Manufacturers Association (NEMA) Standards NETA National Electrical Testing Association (NETA) Specifications. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16080 Page 2 ELECTRICAL TESTING AND INSPECTION 1.4 QUALITY ASSURANCE A. Test Instrumentation 1. The CONTRACTOR shall have a calibration program that ensures that all applicable test instruments are maintained within rated accuracy. The accuracy shall be directly traceable to the National Institute of Standards and Technology (formerly the National Bureau of Standards). Dated calibration levels shall be visible on all test equipment, and up-to-date records and calibration instructions shall be maintained for each test instrument. The calibrating standard shall be of a higher accuracy than that of the instrument tested. 2. All testing shall be done using the proper test equipment. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 CONTRACTOR'S RESPONSIBILITIES A. The CONTRACTOR shall update the testing schedule showing daily work projected a minimum of two weeks into the future. The Contractor shall provide a minimum of seven days notice to the INSPECTOR for the scheduling of INSPECTOR testing. B. The CONTRACTOR shall provide the INSPECTOR approved manufacturer's documentation of all equipment when requested. C. The INSPECTOR, with a minimum of seven days notice and manufacturers documentation in hand, will schedule third party testing. Energizing of tested equipment is at the discretion of the ENGINEER and will not take place until passed and documented by the testing agency and reviewed by the ENGINEER. D. The INSPECTOR, in the event a retest is required due tp failure of equipment or method of installation, will schedule the retest in accordance with the CONTRACTORS request. Any impact to schedule will be bome by the contractor. E. The CONTRACTOR is required to supply and perform all testing requirements of the specification that are in addition to 3rd party testing supplied by the INSPECTOR as described below. F. All CONTRACTOR -initiated testing, whether done by the CONTRACTOR or by a subcontractor shall be in accordance with NETA Acceptance Testing Specifications. 3.2 FIELD TESTING AND INSPECTION — GENERAL A. Upon completion of various phases of the project, electrical equipment and wiring and cabling systems shall be inspected and tested in accordance with this Specification. All testing shall be in accordance with the applicable ANSI, IEEE, NETA, NEMA, or other national standard, and in accordance with the specific manufacturer's instruction bulletins or other literature supplied with the equipment to be tested, and the test equipment manufacturer's operating instructions. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16080 Page 3 ELECTRICAL TESTING AND INSPECTION B. Test and inspection records shall be submitted to the ENGINEER or Authority Having Jurisdiction no later than thirty days after completion of the individual test and prior to energizing of equipment. C. All tests shall be performed with the equipment or material de -energized, except where otherwise specifically required by the nature of the test. D. The CONTRACTOR shall check all equipment for proper mechanical adjustment and freedom of operation. All electrical equipment (not specified above as a CLIENT Test Responsibility) both prewired and field wired, shall be field-tested for functional operation, including all intended modes and sequences of operation. This shall include switches, relays, non-adjustable circuit breakers, contactors, etc., including control interlock and sequence circuits. All necessary adjustments shall be made on apparatus in accordance with the manufacturer's instructions and design requirements. Alarm systems and circuits shall be tested by manually operating the initiating devices. Relays and control components that may prove to be functioning incorrectly or otherwise appear to be unreliable shall be repaired or replaced as necessary. An electrical system will not be accepted until it is tested in its entirety and the results reported to the ENGINEER. E. All items not in conformance with the requirements of this specification shall be noted on an Electrical Punch List Record for correction by the CONTRACTOR. 3.3 CIRCUIT AND CABLE TESTING A. Power, Control and Lighting Circuits - 600 V and Below. The CONTRACTOR shall perform continuity checks of all power, control and lighting cables and wires, including each conductor of multi -conductor and multi -pair cables. Continuity checks shall be done prior to termination of cables. 1. The CONTRACTOR shall visually check all wire and cable connections, verify wire numbers, and verify that the actual wiring conforms to the construction drawings. 2. Each power cable shall be tested to ensure proper phase identification. 3. The conductor ends shall be cleaned and guarded for personnel safety during testing. Circuits in the immediate vicinity that are not under test shall be grounded. 4. Prior to performing insulation resistance tests on cables, the CONTRACTOR shall verify that they are not connected to any solid-state devices, transformers, or capacitors. 5. The CONTRACTOR shall perform insulation resistance tests on all 600 V power and control cables. Each conductor in a multi -conductor or multi -pair cable or conduit shall be tested against ground with the conduit and/or all others conductors connected to ground. Motor feeder circuits shall be tested with motors disconnected and the controller open. Motor control circuits shall be tested with control stations and overcurrent devices connected. Lighting panelboard main feeder circuits, including lighting panelboard and transformer, shall be tested with the branch circuit breakers open. Testing shall be for one minute using 500 VDC. Values of insulation resistance Tess than 50 megohms are not acceptable. 6. Branch lighting circuits containing Tamp holders and receptacles do not require an insulation resistance test. Lighting branch circuits require only functional tests; any insulation problems should be revealed by this test. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16080 Page 4 ELECTRICAL TESTING AND INSPECTION 7. The CONTRACTOR shall check all AC and DC control circuits for short circuits and extraneous grounds. 8. The CONTRACTOR shall perform functional tests of all power, control and lighting circuits. Alarm conditions shall be simulated for each alarm and control point, and alarm indicators shall be checked for proper operation. All control circuits shall function as intended by the Contract Documents. Metering and indication lights for motors shall be checked for proper operation. All lighting panels, circuits and fixtures, power panels, circuits, and receptacles shall be tested for proper operation. 9. The ENGINEER shall be notified if minimum insulation resistance values are not obtained. B. Instrumentation, Signal and Alarm Circuits - 300 V and Below. The CONTRACTOR shall perform continuity checks of all instrumentation, signal and alarm cables and wires, including each conductor of multi -conductor and multi -pair cables. Continuity checks shall be done prior to termination of cables. 1. The CONTRACTOR shall visually check all wire and cable connections, verify wire numbers, and verify that actual wiring conforms to the construction drawings. 2. Prior to performing insulation resistance tests on cables, verify that they are not connected to any solid-state devices. 3. The CONTRACTOR shall perform insulation resistance tests on all instrumentation, signaling and alarm cables. Each conductor in a multi -conductor or multi -pair cable or conduit shall be tested against ground with the conduit, shield and/or all other conductors connected to ground. Testing shall be for one minute using 250 VDC. Values of insulation resistance less than 50 megohms are not acceptable. 4. Alarm conditions shall be simulated for each alarm and control point, and alarm indicators checked for proper operation. 5. The CONTRACTOR shall check all AC and DC instrumentation, signaling and alarm circuits for short circuits and extraneous grounds. 6. The ENGINEER shall be notified if minimum insulation resistance values are not obtained. 7. The CONTRACTOR shall perform a functional test of all electrical signaling and alarm systems. 3.4 MOTOR TESTING A. The service voltage, phase and frequency shall be checked for agreement with nameplate rating. B. Insulation resistance of all motor windings shall be measured before connecting power cables to motors. Measurements shall be repeated after power cable terminations are completed. END OF SECTION 16080 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16120 CONDUCTORS AND CABLES PART1 GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR shall fumish all tools, equipment, material, and supplies and shall perform all labor required to complete the work as indicated on the Drawings and specified herein. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections or divisions apply to the work of this section. Other sections of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Division 16 Electrical, applicable sections. 1.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. All work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these specifications. B. Comply with the current provisions of the following codes and standards. 1. Codes and Standards: NEC National Electrical Code (NEC), latest adopted edition NFPA National Fire Protection Agency (NFPA) —70 2. Commercial Standards: ANSI/UL 467 Grounding and Bonding Equipment, Safety Standard For. ICEA S-61-402/NEMA WC-5 Thermoplastic - Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy. ICEA S-68-524/NEMA WC-7 Cross Linked Thermosetting Polyethylene Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy. ANSI/UL 62 Flexible Cord and Fixture Wire. ANSI/UL 510 Insulating Tape. ASTM B8 Standard Specifications from Concentric Lay Standard Copper Conductors, Hard, Medium - Hard or Soft. NEMA WC-55 Instrumentation Cables and Thermocouple Wire NEMA WC-57 Control Cables C. All Conductors fumished by the CONTRACTOR shall be listed by and shall bear the label of Underwriters' Laboratories, Incorporated, (UL). COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16120 Page 2 CONDUCTORS AND CABLES D. The construction and installation of all electrical equipment and materials shall comply with all provisions of the State Building Standards and applicable local codes and regulations. 1.4 CONTRACTOR SUBMITTALS A. Submittals shall be made in accordance with the Section 16010 Electrical General Provisions. B. CONTRACTOR shall submit the following items. 1. Catalog cuts and other brochures depicting conductor characteristics. 2. Manufacturer' certified test records and factory test procedures. 1.5 QUALITY ASSURANCE A. All test equipment shall be certified within the prior year. 1.6 Conductor Identification System: A. Provide a complete power, control, and signal conductor and cable identification system so that, after installation, conductors and cables are easily traced from origin to destination. See Section 16075, Electrical Identification Nameplates and Warning Signs. B. Identify power, control, and signal conductor conductors at each termination and in all accessible locations such as maintenance holes, handholes, panels, switchboards, pull boxes, terminal boxes, etc. C. Tag conductors landing on terminal blocks with a two-part conductor numbering scheme which defines the origin terminal block number of the conductor, a right carrot (>), and the panel -terminal block -terminal block number destination of the conductor. 1. Note that intermediate pull boxes are not incorporated in the numbering scheme. If there is an intermediate terminal box, it is used as the destination. 2. Tag conductors landing on devices terminals with the device tag plus the terminal ID, if available. D. Conductor and Cable Color Coding: 1. Color coding of multi -conductor control and instrumentation cable is specified in the individual cable type specification. 2. For power conductors, provide all single conductors and individual conductors of multi -conductor power cables with integral insulation pigmentation of the designated colors, except conductors larger than No. 6 AWG may be provided with color coding by applying a heat shrink tube of the appropriate color. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16120 Page 3 CONDUCTORS AND CABLES 3. Phase A, B, C implies the direction of positive phase rotation. 4. Use the following colors: SYSTEM CONDUCTOR COLOR All Systems Equipment Grounding Green 240/120 Volts Grounded Neutral White 1-Phase, 3-Wire One Hot Leg Black Other Hot Leg Red 208Y/120 Volts Grounded Neutral White 3-Phase, 4-Wire Phase A Black Phase B Red Phase C Blue 240/120 Volts Grounded Neutral White 3-Phase, 4-Wire Phase A Black Delta, Center Tap "High" (wild) Leg Orange Ground on 1-Phase Phase C Red PART 2 PRODUCTS 2.1 GENERAL A. The use of a manufacturer's name and model or catalog number is for the purpose of establishing the standard of quality and general configuration desired only. Products of other manufacturers will be considered in accordance with the General Requirements. B. Subject to compliance with requirements, manufacturers offering products that may be incorporated in the work include, but are not limited to, American Insulated Wire Corp., Cable Corp., The Okonite Co., Pirelli Cable Corp., Rome Cable Corp., Carol Cable Co. Inc., or Southwire Company. C. Cables shall be suitable for the temperature, conditions and location where installed. D. Unless otherwise indicated, provide stranded conductors, except provide solid conductors where No. 10 AWG and No. 12 AWG are designated for branch circuit power wiring in lighting and receptacle circuits. E. Use only copper conductors. 2.2 CONDUCTORS A. Power Conductors 600 Volts and Below: 1. Provide Type THHN/THWN insulation for control & instrument cables. Provide conductors with Type RHW-2 or XHHW-2 insulation for power cables. 2. Conductors for applications of 600 volts and below shall be rated for 600 volts unless otherwise specified. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16120 Page 4 CONDUCTORS AND CABLES 3. The name of the manufacturer, insulation type, voltage rating and wire size shall be clearly and permanently imprinted throughout the length of each conductor. All conductors and cables supplied shall bear the UL label. B. Multi -Conductor Cable: 1. Provide cable that is UL listed Type TC UV RESISTANT and conforms to the requirements of UL 1277 and NEC Article 340, or UL listed Power Limited Circuit Cable that conforms to the requirements of Article 725 of the NEC. Provide cables permanently and legibly marked with the manufacturer's name, the maximum working voltage for which the cable was tested, the type of cable, and labeled UL (or submit evidence of UL listing). 2. Provide cables as specified under the type number in this section (Type 1, Type 2, etc.). Conduits shown on the Drawings and in the Circuit/Raceway Schedule have been sized to accommodate the outside diameter for each type. For this reason, use cable with diameters equal to or Tess than the diameters specified. a. Type 1 (600-Volt Multi -Conductor Control Cable, Type TC UV Resistant): 1) General: Multi -conductor control circuit interconnection cable with ground. Suitable for installation in open air, in cable trays, conduit, or other approved raceways. Maximum cable temperature rating 90 degrees C dry locations, 75 degrees C wet locations. Passes vertical tray flame test. 2) Individual Conductors: No. 14 AWG, 7strand copper. 3) Insulation and Jackets: Provide conductors having 15-mil PVC insulation with 4-mil nylon jacket, and UL listed as Type THHN/THWN. Color code the conductor group in accordance with ICEA S-61-402, Appendix K, Method 1, Table K-2. Include one full size green equipment grounding conductor. Bind conductor group with a spiral wrap of barrier tape. Provide cable with overall outer PVC jacket which is flame-retardant, sunlight- and oil -resistant, and has a nominal thickness as shown in the table below. 4) Manufacturers: The Okonite Company, Rome Cable, or equal. b. Type 3 (600-Volt No. 16 AWG Twisted, Shielded Pair Instrumentation Cable, Type TC) (UL 62 & 1277): 3. General: Single pair instrumentation cable designed for noise rejection for process control, computer, or data log applications. Suitable for installation in cable trays, conduit, or other approved raceways. Maximum cable temperature rating shall be 90 degrees C dry locations, 75 degrees C wet locations. 4. Individual Conductors: Bare soft annealed copper, Class B, 7-strand concentric per ASTM B 8; 20 AWG, 7-strand tinned copper drain wire. 5. Insulation and Jacket: Each conductor 15-mil nominal PVC and 4-mil nylon insulation. Pair conductors pigmented black and red. Jacket flame-retardant and sunlight- and oil -resistant PVC with 45 mils nominal thickness. Shield 1.35-mil aluminum/mylar overlapped to provide 100 percent coverage. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16120 Page 5 CONDUCTORS AND CABLES 6. Dimension: 0.31 inch nominal OD. 7. Manufacturers: The Okonite Company, Alpha Wire Corporation, Belden or equal. a. Type 5 (600-Volt No. 18 AWG, Multi -twisted Shielded Pairs with a Common Overall Shield Instrumentation Cable, Type TC)(UL 62 & 1277): 1) General: Twisted, shielded pairs of instrument cables, grouped in a single cable, designed for use as instrumentation, process control, and computer cable. Suitable for installation in cable tray, conduit, or other approved raceways. Maximum cable temperature rating shall be 90 degrees C dry locations, 75 degrees C wet locations. 2) Conductors: Bare soft annealed copper, Class B, 7-strand, concentric per ASTM B 8. Tinned copper drain wires. Pair drain wire size AWG 20, group drain wire size AWG 18. 3) Insulation and Jacket: Each conductor 15-mil PVC and 4-mil nylon insulation. Pair conductors pigmented black and red with red conductor numerically printed for group identification. Outer jacket flame-retardant and sunlight- and oil -resistant PVC with nominal thickness as shown in table. Individual pair shield 1.35-mil aluminum/mylar. Group shield 2.35- mil aluminum/mylar, overlapped for 100 percent coverage. 8. Signal and Control Circuit Wiring: a. Wire type and sizes: Conductor shall be flexible stranded copper machine tool wire; these shall be UL listed Type MTW/TEW and shall be rated 600-volts. Wires for instrument signal circuits and alarm input circuits shall be No. 14 AWG. All other wires, including shielded cables, shall be No. 16 AWG minimum. b. Wire Insulation Colors: Conductors shall be identified by color -coded insulation. Conductors supplying 120-volts AC power on the load side of a disconnecting switch shall have black insulation for the ungrounded conductor and white insulation for the neutral. Wire marking shall comply with the next paragraph. The color of the insulation of the conductors shall be as follows, except as indicated otherwise in the Contract Documents. 120 VAC Power Hot Match Phase Colors Neutral White Ground Green 24 VDC Power Positive (+) Blue, mark (+) Negative (-) Blue, mark (-) 0-5 VDC Control Positive (+) Brown, mark (+) Negative (-) Brown, mark (-) Pulse Control Positive (+) Tan, mark (+) Negative (-) Tan, mark (-) 120 VAC Control PLC Output Red PLC Input Orange 24 VDC Control PLC Output Pink PLC Input Purple 4-20 mA Control Positive (+) Red, White, or Clear Negative (-) Black OTHER Any service not Yellow listed above MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID Barghausen Engineering Printed on 02/04/2014 SECTION 16120 Page 6 CONDUCTORS AND CABLES C. Conductor and Cable Tags: 1. Refer to Section 16075 Electrical Nameplates and Waming Signs for tagging information. D. Equipment Grounding Conductors: 1. Provide soft -drawn copper conductors, not smaller than AWG12 and as indicated or as required by NEC, for equipment grounding. 2. Provide conductors with green insulation of the same type as all other circuit wires. PART 3 EXECUTION 3.1 GENERAL A. Do not exceed cable manufacturer's recommendations for maximum pulling tensions and minimum bending radii. Where pulling compound is used, use only UL listed compound compatible with the cable outer jacket and with the raceway involved. CONTRACTOR shall perform and submit pulling calculation per manufacturer's recommendation to ascertain that there is no overstrain to the cable. The calculation shall be submitted to the ENGINEER for approval. B. Tighten all screws and terminal bolts using torque type wrenches and/or drivers to tighten to the inch -pound requirements of the NEC and UL. C. Wires and cables in each voltage classification shall be installed in separate raceways and shall be completely isolated at the cable and wire terminations. D. No vehicles shall be used to pull conductors. E. A means of monitoring cable tension shall be provided at all pulls. (I.e. dynamometer) F. Cables of given voltage rating shall be grouped together. Individual circuits shall be bundled with phases A, B, and C together to minimize the effects of electromagnetic fields. Cables installed in-groups shall be grouped by lashing with manufactured plastic lashing ties spaced approximately 3 feet apart. Each circuit group shall be labeled to identify the circuit or control group by the designations given on the Contract Documents. Instrumentation cables shall be run in separate trays or conduits not containing power, control, and lighting cables. Control cables shall be barrier -separated from power cables. In addition, Class 2 and Class 3 instrumentation cables shall not be run in the same tray or conduits with Class 1 instrumentation circuits unless the different circuits are separated by a barrier. Class 1, 2 and 3 circuits are defined in Article 725 of the National Electrical Code. 3.2 CONDUCTOR 600 VOLTS AND BELOW A. Provide conductor sizes indicated on Drawings. B. Wire nuts may be used on solid conductors of 120-volt and 208-volt lighting and 120- volt receptacle circuits only. Place no more than one conductor in any single -barrel MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16120 Page 7 CONDUCTORS AND CABLES pressure connection. Use crimp connectors with tools by same manufacturer and/or UL listed for connectors of all stranded conductors. C. Soldered mechanical joints insulated with tape will not be acceptable. Do not use split bolt connectors if the wire sizes differ by 3 or more AWG sizes. D. Vinyl plastic insulating tape for wire and cable splices and terminations shall be flame retardant, 7-mil thick minimum, rated for 90 degrees C minimum meeting the requirements of UL 510. E. Provide terminals and connectors acceptable for the type of material used. F. Arrange wiring in cabinets, panels, and motor control centers neatly cut to proper length, remove surplus wire, and bridle and secure in an acceptable manner. Identify all circuits entering control cabinets in accordance with the conductor identification system specified in Section 16075 Electrical Identification Nameplates and Warning Signs. G. Terminate control and instrumentation wiring with methods consistent with terminals provided, and in accordance with terminal manufacturer's instructions. Where terminals provided will accept such lugs, terminate all control and instrumentation wiring (except solid thermocouple leads) with insulated, locking -fork compression lugs, Thomas & Betts Sta-Kon or equal. H. For terminals designed to accept only bare wire compression terminations, use only stranded wire, and terminate only one wire per terminal. Tighten all terminal screws with torque screwdriver to recommended torque values. I. Attach compression lugs with a tool specifically designed for that purpose which provides a complete, controlled crimp where the tool will not release until the crimp is complete. Use of plier type crimpers is not acceptable. J. Cap spare conductors and conductors not terminated with UL listed end caps. K. Where conductors pass through holes or over edges in sheet metal, remove all burrs, chamfer all edges, and install bushings and protective strips of insulating material to protect the conductors. L. For conductors that will be connected by others, provide at least 6 feet spare conductor in freestanding panels and at least 2 feet spare in other assemblies. Provide more spare conductor in any particular assembly where it is obvious that more conductor will be needed to reach the termination point. M. Cable Terminations. Cable terminations shall comply with Class 1 of IEEE Standard 48. The insulation class shall be equivalent to that of the cable upon which they are installed. Terminations for shielded cables shall include a mechanical (nonsolder) shield -grounding strap. All materials (except lugs) necessary to make three terminations shall be included as a part of the termination kit. This shall include cable preparation materials. The seal shall be silicon rubber tape, cold -shrink rubber sleeve, or heat -shrink plastic sleeve as recommended by the kit manufacturer. Termination kits shall be performance tested for compliance with IEEE Standard 48 and shall be of the following types: COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID Barghausen Engineering Printed on 02/04/2014 SECTION 16120 Page 8 CONDUCTORS AND CABLES 1. Heat -shrinkable type with heat -shrinkable inner stress control and outer nontracking tubes, multiple molded nontracking skirt modules, and compression -type connectors. N. The CONTRACTOR shall use cable installers who are experienced in the specific work of cable terminating for the specific types of cable and cable accessories specified in this section. 3.3 FIELD TESTS A. Field test shall be performed on conductors in accordance with Section 16080 Electrical Testing. 3.4 UNDERGROUND WIRE AND CABLE INSTALLATION A. Wire and Cable Installation B. Before pulling wire or cable in underground conduit, the conduit shall be mandreled with a painted wooden mandrel 2% inches long having a diameter of inch smaller than the inside diameter of the conduit. C. Conductors shall be installed using a nylon pulling rope. A nylon pulling rope shall be left in each spare underground conduit for future installations. D. The pulling compound for all types of wire and cables, except lead -covered cables and thermocouple wire, shall be a waterbased gel lubricant, American Polywater Corp. "Polywater Lubricant J", or approved equal. The cable manufacturer shall be consulted for acceptable pulling compounds. The pulling compound for lead -covered cables shall be cup grease. Thermocouple wire shall be pulled in dry. E. Care shall be taken to avoid sharply binding or kinking conductors, damaging insulation, or stressing cable or wire beyond manufacturer's recommendations during pulling. Maximum calculated cable pulling tensions and sidewall pressures shall not be exceeded during cable pulling. 3.5 TERMINAL BLOCKS A. Terminal Blocks. Terminal blocks shall be of the size required for conductors installed thereon and a minimum of 20 percent spares shall be provided in each terminal box. Terminal blocks shall be Buchanan, Square D Company, or equal. B. Control conductors shall be attached to screw -type terminal strips using tinned, insulated, locking -spade lugs. C. Terminal blocks installed in the field shall have the individual terminals as shown on the elementary diagrams or per the project numbering system established on the Contract Documents. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16120 Page 9 CONDUCTORS AND CABLES 3.6 TERMINATIONS AND SPLICES A. Terminations and Splices. Splicing cables in conduits is prohibited. Splicing of power and control cables is prohibited, except where specifically approved by the ENGINEER. Where required, lighting and 120 V receptacle circuits using solid #12 AWG conductor may be spliced in conduit fittings using twist -on -type connections. A tubular crimp -type splice shall be used for stranded conductors. Conductors shall be spliced in enclosures or fittings approved for the purpose. The number of splices shall be kept to a minimum. B. Splicing shall join conductors mechanically and electrically to provide a complete circuit prior to installation or insulation. Splices in wet locations and all splices below grade shall be waterproof, heat -shrink type as manufactured by Elastimold, Raychem, or equal. C. Splices at motor junction boxes shall be accomplished by joining of motor lead wire to feeder cable with compression -type lugs. The lugs shall be bolted together with washers, and lockwashers. The lugs shall then be insulated using a cold roll -type motor pigtail splice kit as manufactured by 3M, Raychem, or equal. D. The number of taps and splices shall be held to a minimum. Boxes containing splices shall be sized in accordance with NEC Article 370 and in no case shall the number of conductors exceed that allowed in NEC Sections 370-6(a) and 370-6(b). For control circuits, splicing of conductors is not allowed except that devices that have pigtail wiring may be spliced in an approved enclosure. If splicing is required, the conductors shall be connected at approved terminals in an approved enclosure. Barriers shall be provided to separate various Basses of control and/or power circuits in enclosures where terminations are made. COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 16120 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16120 Page 10 CONDUCTORS AND CABLES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 RACEWAY SYSTEMS AND PULL BOXES PART1 GENERAL 1.1 THE REQUIREMENT A. General 1. The CONTRACTOR shall furnish and install raceway systems as described herein and as indicated on the Contract documents. Raceway systems shall include conduit, lay -in wiring duct, fittings, fasteners, boxes and other associated raceway devices. All conduits shall be selected in accordance with Section 3.4, Table 1. 2. Conduit runs shall be field verified for scale dimensions shown on the Contract documents, since actual locations, distances, and levels will be governed by actual field conditions. Conduit runs, outside the controller enclosure, indicated on the Contract documents are schematic only, and shall be modified as required to suit the field conditions, subject to review and acceptance by the Owner's Representative/Project Manager. 1.2 REFERENCE SPECIFICATIONS, CODES AND STANDARDS A. All work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these specifications. B. Comply with the current provisions of the following codes and standards. 1. Codes and Standards: NFPA National Fire Protection Agency (NFPA) — 70 NEC National Electrical Code (NEC), latest adopted edition 2. Government Standards: S VVW-C-581 E Conduit, Metal, Rigid, and Intermediate; And Coupling, Elbow, and Nipple, Electrical Conduit: Steel, Zinc Coated. 3. Commercial Standards: NSI C80.1 Rigid Steel Conduit, Zinc Coated, specification for National Electrical Manufacturers Association (NEMA) RN-1 — Polyvinyl Chloride (PVC) Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit NSI C80.3 Electrical Metallic Tubing, Zinc Coated NSI C80.5 Rigid Aluminum Conduit National Electrical Manufacturers Association (NEMA) RN-1 Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit and Intermediate Metal Conduit NSI Z55.1 Gray Finishes for Industrial Apparatus and Equipment NSI/UL 467 Grounding and Bonding Equipment, Safety Standard for MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 Page 2 RACEWAY SYSTEMS AND PULL BOXES 1.3 CONTRACTOR SUBMITTALS A. Submittals shall be made in accordance with the requirements of Section 16010 Electrical General Provisions. B. The following submittals and specific information shall be provided. 1. Catalog cuts, bulletins, or brochures shall be submitted for mass produced non - custom material. 2. The CONTRACTOR shall furnish copies of the manufacturer's certified test reports for the material being supplied to establish compliance with NEMA RN-1. 1.4 QUALITY ASSURANCE A. Quality Assurance shall be in accordance with Section 16010 Electrical General Provisions. B. All conduits shall be listed by UL. PART2 PRODUCTS 2.1 GALVANIZED STEEL RIGID METAL STEEL CONDUIT (RMC) (Above Grade only) A. Use rigid steel conduit, including bushings, couplings, elbows, nipples, and other fittings, galvanized by hot -dipping, and meeting the requirements of ANSI C80.1, ANSI C80.4, UL, and the NEC. Do not use setscrew type couplings, bushings, bends, nipples, and other fittings, unless approved by the Owner's Representative/Project Manager and or the Inspector. Factory bends are not permitted unless approved by the Owner's Representative/Project Manager and or the Inspector. Conduit bending radius shall not be less than the minimum cable bending radius of the cable to be installed. Within controller enclosure, RMC to be used above wireways. See paragraph 2.2 for alternate. PVC and flex conduit are not allowed in the controller enclosure (NO EXCEPTIONS). B. Vertical Application at canopy columns for (RMC) — Vertical and horizontal runs above seal -offs and within the canopy shall be Rigid Metal Conduit. All conduits under canopy decking shall be paintable. C. Manufacturers: One of the following or equal: 1. LTV Steel Tubular Products Company, Galvite. 2. Triangle PWC, Inc. 3. Allied Tube and Conduit Corporation. 4. OCAL Inc. 2.2 ELECTRICAL METALLIC TUBING (EMT) A. In lieu of RMC, use electrical metallic tubing in the controller enclosure above wireways. Electrical metallic tubing, including bushings, couplings, elbows, nipples, and other fittings, shall meet the requirements of ANSI C80.3, UL, and the NEC. Conduit bending radius shall not be less than the minimum cable bending radius of the cable to be MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 Page 3 RACEWAY SYSTEMS AND PULL BOXES installed. PVC and flex conduit are not allowed in the controller enclosure (NO EXCEPTIONS). B. Manufacturers: One of the following or equal: 1. LTV Steel Tubular Products Company, Galvite. 2. Triangle PWC, Inc. 3. Allied Tube and Conduit Corporation. 4. OCAL Inc. 5. Wheatland Tube Company 2.3 PVC COATED GALVANIZED STEEL RIGID METAL CONDUIT A. Use Plasti-Bond Robroy PVC coated rigid metallic conduit, all fittings consisting of galvanized rigid steel conduit meeting the requirements of NEMA RN 1, UUULC, and the NEC/CEC, and a PVC coating 40 mils nominal thickness bonded to the metal in locations where conduit is exposed to corrosive conditions. Use PVC coated conduit suitable for conductors with 75 degrees C insulation. The interior surfaces of conduits and fittings shall be lined with corrosion resistant coating to a minimum thickness of 2 mils. Allowable locations include all power, data, sensor, low voltage and spares to the canopy and or dispenser areas, underground tanks and vent area. Plasti-Bond Robroy PVC coated rigid metallic conduit must be used for all underground conduits (entire run) starting at the seal -off in the controller enclosure, to the seal off at the termination point within the hazardous areas. Only Plasti-Bond Robroy PVC coated rigid metallic conduit shall be used to penetrate a tank sump. B. All fittings shall be field wrapped with 3 layers of 10mil pipe wrap tar based tape. C. Manufacturer: RobRoy Plasti-Bond (No Exceptions) 2.4 PVC SCHEDULE 40 CONDUIT (underground application And non -hazardous areas only) A. Use rigid PVC Schedule 40 conduit, UL listed for concrete -encased, underground direct burial, concealed and direct sunlight exposed use, and UL listed and marked for use with conductors having 90 degrees C insulation. Use conduits, couplings, bushings, elbows, nipples, and other fittings meeting the requirements of NEMA TC 2 and TC 3, Federal Specification W-C-1094, UL, NEC, and ASTM specified tests for the intended use. Use only conduit with a factory formed bell on one end. Conduit that requires the use of couplings for straight runs will not be acceptable. B. Rigid Schedule 40 PVC Conduit Systems. Rigid Schedule 40 PVC conduit systems shall use rigid PVC conduit that is in accordance with NEMA Standard TC2, "Electrical Plastic Tubing (EPT) and Conduit", and listed in accordance with UL Standard 651. All conduit fittings for PVC conduit systems shall match the conduit type and be UL listed in accordance with UL Standard 514B. C. Manufacturers: One of the following or equal: COSTCO GASOLINE Fuel Facility Expansion 1. Carlon. 2. Triangle Conduit and Cable. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 Page 4 RACEWAY SYSTEMS AND PULL BOXES 2.5 WIREWAYS A. Provide hinged -cover, indoor, baked enamel, steel -enclosed wireway and auxiliary gutter where indicated. Utilize wireways and fittings that are UL listed, and have a cover that can easily be removed. Gutters installed where exposed to the weather shall be weatherproof and dust tight, with gaskets and corrosion resisting screws. Manufacturers and types: Square D Square -Duct; General Electric Type HS; or equal. 2.6 RACEWAY FITTINGS A. Fittings for Rigid Steel. 1. Use insulated throat bushings of metal with integral plastic bushings rated for 105 degrees C. 2. For insulated throat bushings for rigid steel conduit, use Thomas & Betts Nylon Insulated Metallic Bushings, or O.Z. Gedney Type B, or equal. 3. Use Myers Scru-Tite, or equal hubs for rigid steel conduit. 4. Use conduit bodies for rigid steel conduit of metal and sized as required by the NEC (NFPA 70-1984). Use Appleton Form 35 threaded Unilets; Crouse -Hinds Mark 9 or Form 7 threaded condulets; Killark Series 0 Electrolets; or equal, for normal conduit bodies for rigid steel conduit. Where conduit bodies for rigid steel conduit are required to be approved for hazardous (classified) locations, use conduit bodies manufactured by Appleton, Crouse -Hinds, or Killark, or equal. 5. Use only couplings for rigid steel conduit supplied by the conduit manufacturer. 6. Use Appleton Type EYF, EYM, or ESU; Crouse -Hinds Type EYS or EZS; Killark Type EY or EYS; or equal, sealing fittings for rigid steel conduit. Where condensate may collect on top of a seal, provide a drain by using Appleton Type SF Crouse -Hinds Type EYD or EZD, or equal Drain Seal. 7. Use Appleton Type ECDB, Crouse -Hinds ECD, or equal drain fittings for rigid steel conduit. 8. Fittings in Hazardous Areas: In hazardous areas, use only fittings approved for the atmosphere involved. 9. Use cable sealing fittings forming a watertight nonslip connection to pass cords and cables into conduit. Size cable sealing fitting for the conductor OD. For conductors with OD's of 1-inch or less, provide a neoprene bushing where the conductor enters the connector. Use Crouse -Hinds CGBS, Appleton CG Series, or equal, cable sealing fittings. 10. Coating thickness of PVC coated fittings shall be the same as that for PVC coated conduits. 2.7 RACEWAY TAGS A. Provide permanent, nonferrous metal markers with raceway designations pressure stamped, embossed, or engraved onto the tag. See Section 16075 Electrical Identification Nameplates and Warning Signs for tag requirement. 2.8 WARNING TAPE A. Provide heavy -gauge, yellow plastic tape of 6-inch minimum width for use in trenches containing electric circuits. Utilize tape made of material resistant to corrosive soil. Use tape with printed warning that an electric circuit is located below the tape. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 Page 5 RACEWAY SYSTEMS AND PULL BOXES 1. Manufacturers and types: ITT Blackburn Type YT or RT; Griffolyn Co. Terra -Tape; or equal. 2.9 ENCLOSURES A. Enclosures 1. All enclosures shall be NEMA 12 APO series with hinged covers, nonmetallic backplates, metallic latches as manufactured by English Electric Corp., Vynicker, Carlon Co., Hoffman Manufacturing Co., or approved equal. This includes control panel enclosures as well as enclosures to house electrical controls, instruments, terminal blocks, disconnect switches, and other such equipment. 2. Special requirements are shown elsewhere on the Contract Documents. PART 3 EXECUTION 3.1 GENERAL A. Provide raceway systems meeting or exceeding the requirements of the NEC. B. Above -Grade Conduit. Shall be Rigid Metal Conduit after transition from below grade and above wireways. Minimum conduit size shall be % inch trade size except final conduit leg to devices with an integral 1/2 inch hub may be 1/2 inch. Spacings between instrumentation circuits and power, lighting, and control circuits should be maintained to prevent introduction of noise into the instrumentation circuits. 1. Conduit shall be properly fastened and supported at intervals of 10 feet maximum. Additional supports shall be installed at bends and fixtures to make the system rigid. Conduit shall be fastened to steel structural shapes by means of an approved clamp or device made for this purpose. On masonry structures (controller enclosure), the only exposed conduit is the incoming power and shall be fastened with one -hole pipe clamps and backstraps with flush anchors and machine screws or concrete anchors on incoming power conduits. The use of channel supports is required for banks of conduit. Where conduit rows are installed vertically, spacers shall be provided to prevent conduit straps or clamps from slipping. Banks of conduit shall have 30 percent spare space for future conduit row(s). Installation shall be made on the channel supports. 2. Conduits shall not be attached to handrails, ladders or pipes for support. 3. Adequate provision shall be made in conduit runs for thermal expansion. There shall be no straight above -grade conduit runs in excess of 100 feet without approved expansion fittings. Conduit runs on platforms and columns shall be offset to provide for this expansion. 4. The conduit system, including junction boxes and splice boxes, shall be furnished with drain fittings. The conduit system shall be designed to slope toward the drain fitting to prevent the accumulation of condensate in the conduit. All conduit entrances shall be from the bottom or side, where practical. Entrances from the top should be avoided. Vertical conduit runs in excess of 30 feet shall have approved drain fittings at the bottom of the runs. The seals above and below control stations shall be of the drain type where at the bottom of vertical runs over 30 feet. Where explosion -proof fittings are not required, the drain in conduit runs shall be a T-fitting with the drain located at the low point of the run. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 Page 6 RACEWAY SYSTEMS AND PULL BOXES 5. Outdoor explosion -proof boxes shall have drains and breathers. 6. Necessary pull boxes and fittings shall be installed to facilitate pulling wire and cable. The location of boxes and fittings shall be in accordance with good installation practice and as directed by the Owner's Representative/Project Manager. A sufficient number of pull boxes shall be used in each conduit to enable the pulling of the wires or cables into the conduit without excessively stressing the wires or cables. Fittings and boxes on towers and platforms shall be accessible from the platforms and permanent access ladders. Fittings with gasketed covers shall be installed with covers on the side or bottom. 7. Conduit seals, where required in hazardous areas, shall be installed with an approved system of fiber -damming material and poured sealing compound. "Dux - seal" shall not be used. Seals at the low point in overhead conduit runs shall be of the drain type. 8. All devices that depend on a single seal diaphragm or tube to prevent process liquids or gases from entering the conduit system shall be provided with a drain -type seal fitting or a drain on the bottom of the device with a seal fitting. This includes canned pumps and devices used for flow, pressure and analysis measurement. 9. All metal surfaces coming into contact with concrete shall cold tar coating applied also floor -mounted stanchions shall be level and spaced and grouted. Boxes and cubicles shall be installed with leveling tools so that they will be level, plumb, and properly aligned with the proper method of support. This method of support shall be by concrete anchors, or shall be by mounting on angle, plate, or other structural supports anchored to floor, wall, ceiling or equipment foundation. 10. Conduit runs shall not interfere with the proper and safe operation of equipment and shall not block or interfere with ingress or egress, including equipment removal hatches. 3.2 PROTECTION DURING CONSTRUCTION A. In addition to the provisions of the GENERAL REQUIREMENTS, and Section 16010 "Electrical General Provisions," prior to installation, store all products specified in this section in a dry location. Following installation, protect products from the effects of moisture, corrosion, and physical damage during construction. Keep openings in conduit and tubing capped with manufactured seals during construction. 3.3 MINIMUM RACEWAY SIZE A. Use no circular raceway less than 3/4-inch except final conduit leg to devices with an integral 1/2 inch hub may be 1/2 inch. B. Special Locations: 1. Use Plasti-Bond Robroy PVC coated rigid metallic conduit: a. Where conduit changes from underground and/or concrete embedded to exposed. b. Under equipment mounting pads. c. In exterior light pole foundations. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 Page 7 RACEWAY SYSTEMS AND PULL BOXES 3.4 GENERAL INSTALLATION REQUIREMENTS FOR RACEWAYS A. Circuit Routing 1. In general, power and lighting, control, and instrumentation wiring shall be run in separate raceway systems and are not intended to occupy the same enclosure. One motor branch circuit and its associated motor control circuit, such as a motor branch circuit and its associated push button control circuit, may be run in the same raceway or enclosure, as allowed by the NEC. 2. Conductors for more than one lighting branch circuit may occupy the same raceway or enclosure, providing that the circuits operate at the same voltage. Where two different lighting system voltages are used (e.g., 120 V and 240 V), separate raceway systems shall be used for each operating voltage. B. Conduit Installation 1. General. All conduit systems shall be designed with adequate pull points for all types of cable systems, i.e., power, lighting, control, instrumentation, signal, etc. Wire and cable pulling tensions and sidewall pressures shall not exceed the maximum values specified by the cable manufacturer. 2. Conduit shall be cut square and all ends suitably reamed and threaded for connection to couplings or fittings. All threads shall be cleaned with a die. No running threads or Ericson couplings shall be permitted. Nylon insulated bushings shall be used on the ends of all conduits terminating in junction boxes, pull boxes, panelboards, control panels, etc. as well as on all conduits entering and leaving manholes. 3. Connections to couplings and fittings shall be made using Ideal Industries "Noalox" joint compound or approved equal. 4. Conduit bends shall have a radius greater than the minimum bending radius of the cables to be installed in the conduit. This may require oversize conduit fittings in locations where "C" fittings, elbows and tees are used to make bends. Conduit fittings for cable sizes #3/0 AWG and larger shall be of the "LBD" type. Conduit fittings for telephone cables of 2 inches in diameter and larger shall be of the "LBD" type. Minimum bending radius requirements are specified in various articles in the National Electrical Code, depending on the type of cable and conduit being installed. 5. All fittings and condulets in the conduit system shall be the taper -thread type. All condulets shall have "Form 7" covers in outdoor general purpose or Class I, Division 2 locations, except as noted above. 6. The ends of conduit, conduit bodies, pull boxes, fittings and enclosures shall be plugged during construction to prevent moisture or rubbish from entering. The entire conduit system shall be fished or snaked clean after it is installed. The system shall be free of burrs and other foreign obstructions and these must be removed by some mechanical means using industry standard practice. C. Location, Routing, and Grouping: 1. Conceal or expose raceways as indicated. Group raceways in same area together. Locate raceways at least 6 inches away from parallel runs of heated piping with surface temperatures above 140°F. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 Page 8 RACEWAY SYSTEMS AND PULL BOXES 2. Run exposed raceways parallel or perpendicular to walls, structural members, or intersections of vertical planes to provide a neat appearance. Follow surface contours as much as possible. 3. Avoid obstruction of passageways. Run concealed raceways with a minimum of bends in the shortest practical distance considering the building construction and other systems. 4. In block walls, do not run raceways in the same horizontal course with reinforcing steel. 5. In outdoor, underground, or wet locations, use watertight couplings and connections in raceways. Install and equip boxes and fittings so as to prevent water from entering the raceway. 6. Paint all threads of galvanized conduits with UL approved zinc -rich paint or liquid galvanizing compound before assembling. Touch up after assembly to cover nicks or scars. 7. Do not notch or penetrate structural members for passage of raceways. 8. Do not run raceways in equipment base foundations. 9. Locate above ground raceways concealed in poured concrete so that the minimum concrete covering is not less than 2-inches. 10. Except at raceway crossings, separate raceways in slabs not less than six times the raceway outside diameter. 11. Raceways installed under slab floors shall lie completely under the slab with no part of the horizontal run of the raceway embedded within the slab. 12. Install concealed, embedded, and buried raceways so that they emerge at right angles to the surface. Provide support during pouring of concrete to ensure that raceways remain in position. 13. Communication and instrumentation conduits crossing power circuits shall be separated from such circuits by the minimum distance stipulated by the IEEE standards. D. Support: 1. Support raceways at intervals not exceeding NEC requirements unless otherwise indicated. Support multiple raceways adjacent to each other by ceiling trapeze. Support individual raceways by wall brackets, strap hangers, or ceiling trapeze, fastened by toggle bolts on hollow masonry units, concrete anchors on concrete or brick, and machine screws or welded thread studs on steelwork. See Section 3.1 for concrete anchor types. 2. Threaded studs driven in by 'a powder charge shall not be accepted. 3. Support all raceways from building structural members only. 4. Do not use nails anywhere or wooden plugs inserted in concrete or masonry as a base for raceway or box fastenings. Do not weld raceways, pipe straps, or stud bolts to steel structural members. Do not use wire in lieu of straps or hangers. E. Bends: 1. Make changes in direction of runs with symmetrical bends. Make bends and offsets of the longest practical radius. Do not heat metal raceways to facilitate bending. 2. Make bends in parallel or banked runs of raceways from the same center or centerline so that bends are parallel and of neat appearance. Make field bends in parallel runs. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 16130 Page 9 RACEWAY SYSTEMS AND PULL BOXES F. Bushing and Insulating Sleeves: 1. Where metallic conduit enters metal equipment enclosures through conduit openings, install a bonding bushing on the end of each conduit. Install a bonding jumper from the bushing to any equipment ground bus or ground pad. 2. If neither exists, connect the jumper to a threaded bolt connection to the metallic enclosure. 3. Use manufacturer's standard insulating sleeves in all metallic conduits or insulated bushings terminating at an enclosure G. Expansion Joints: Provide suitable expansion fittings for raceways crossing expansion joints in structures or concrete slabs, or provide other suitable means to compensate for expansion and contraction. Provide for the high rate of thermal expansion and contraction of PVC conduit by providing PVC expansion joints as recommended by the manufacturer and as required. H. PVC Conduit: Solvent weld PVC conduit joints with solvent recommended by the conduit manufacturer. Follow manufacturer's solvent welding instructions and provide watertight joints. Use acceptable PVC terminal adapters when joining PVC conduit to metallic fittings. Use acceptable PVC female adapters when joining PVC conduit to rigid metal conduit. I. PVC Coated Conduit: Install in strict accordance with the manufacturer's instructions. Touch up any damage to the coating with conduit manufacturer acceptable patching compound. PVC boot shall cover all threads. Where belled conduits are used, bevel the unbelled end of the joint before joining. Leave no metallic threads uncovered. J. Penetrations: 1. Seal the interior of all raceways entering structures at the first box or outlet with duct -seal or suitable plastic expandable compound to prevent the entrance into the structure of gases, liquids, or rodents. 2. Dry pack with non -shrink grout around raceways that penetrate concrete walls, floors, or ceilings aboveground, or use one of the methods specified for underground penetrations. 3. Where raceways penetrate fire -rated walls, floors, or ceilings, fire stop openings around electrical penetrations to maintain the fire -resistance rating. 4. Raceways passing through roofs shall be flashed. 5. Provide conduit seals where required by Article 500 of the NEC. K. General: 1. Coordinate installation of underground raceways with other outside and building construction work. Maintain existing outside utilities in operation unless otherwise authorized by the Owner's Representative/Project Manager. 2. Remove entirely and properly reinstall all raceway installations not in compliance with these requirements. No running threads are allowed. 3. Do not use union type fittings underground. 4. Provide a minimum cover of 2-feet over all underground raceways unless otherwise indicated. Warning tape shall be placed no less than 12 inches above conduit and duct bank. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 Page 10 RACEWAY SYSTEMS AND PULL BOXES 5. Warning Tapes: Bury warning tapes approximately 8-inches below grade and above all underground conduit runs or duct banks. Align parallel to and within 12- inches of the centerline of runs. L. Separation and Support: 1. Separate parallel runs of two or more raceways in a single trench with preformed, nonmetallic spacers designed for the purpose. Install spacers at intervals not greater than that specified in the NEC for support of the type raceways used, and in no case greater than 10-feet. 2. Support raceways installed in fill areas to prevent accidental bending until backfilling is complete. Tie raceways to supports, and raceways and supports to the ground, so that raceways will not be displaced when concrete encasement or earth backfill is placed. M. Arrangement and Routing: 1. Arrange multiple conduit runs substantially in accordance with any details shown on the Drawings. Locate underground conduits where indicated on the Drawings 2. Make minor changes in location or cross-section as necessary to avoid obstructions or conflicts. Where raceway runs cannot be installed substantially as shown because of conditions not discoverable prior to digging of trenches, refer the condition to the Owner's Representative/Project Manager for instructions before further work is done. 3. Where other utility piping systems are encountered or being installed along a raceway route, maintain a 12-inch minimum vertical separation between raceways and other systems at crossings. Maintain a 12-inch minimum separation between raceways and other systems in parallel runs. Do not place raceways over valves or couplings in other piping systems. Refer conflicts with these requirements to the Owner's Representative/Project Manager for instructions before further work is done. 4. All conduits shall enter maintenance holes and structures at right angles. N. Direct Earth Burial Conduit Zone Backfill Installation: 1. Backfill material for the conduit zone of direct burial conduit trenches may be selected from the excavated material if it is free from roots, foreign material, and oversized partides. Use material with 3/4-inch maximum particle size and suitable gradation for satisfactory compaction. Remove material if necessary to meet these requirements. 2. Imported 3/4-inch minus gravel or sand may be used in lieu of material from the excavation 3. After conduits have been properly installed, backfill the trench with specified material placed around the conduits and carefully tamped around and over them with hand tampers. Final, tamped conduit cover shall be 4-inches minimum. 3.5 WIREWAYS A. Mount wireways securely in accordance with the NEC and manufacturer's instructions. Locate removable cover or hinged cover on accessible vertical face of wireway unless otherwise indicated. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 16130 Page 11 RACEWAY SYSTEMS AND PULL BOXES 3.6 PREPARATION FOR PULLING IN CONDUCTORS A. Do not install crushed or deformed raceways. Avoid condensation traps in raceways where possible. Take care to prevent the lodging of plaster, concrete, dirt, or trash in raceways, boxes, fittings, and equipment during the course of construction. Make raceways entirely free of obstructions or replace them. Ream all raceways, remove burrs, and clean raceway interior before introducing conductors or pull wires. B. Immediately after installation, plug or cap all raceway ends with watertight and dust - tight seals until the time for pulling in conductors. 3.7 EMPTY RACEWAYS A. Certain raceways will have no conductors pulled in as part of this Contract. Identify with tags at each end and at any intermediate pull point the origin and destination of each such empty raceway. Provide a removable permanent cap over each end of each empty raceway. Mandrel and provide a nylon pull cord in each empty raceway. COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 16130 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16130 Page 12 RACEWAY SYSTEMS AND PULL BOXES (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16442 CONTROL PANELS PART1 GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR shall furnish all tools, equipment, materials, and supplies and shall perform all labor as required for installing a complete and operable control panel, all in accordance with the intent and requirements of the Contract Documents. B. Nameplates shall be furnished as specified in Section 16075 "Electrical Identification Nameplates and Warning Signs" of these Specifications. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections apply to the Work of this section. Other sections of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this Work. Section 16010 Electrical General Provisions. Section 16050 Basic Materials and Methods. Section 16080 Electrical Testing. 1.3 REFERENCE CODES AND STANDARDS A. All work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these specifications. 1. Codes and Standards: NEC National Electrical Code NESC National Electrical Safety Code (ANSI C2) IBC International Building Code UL Underwriters Laboratories 1.4 CONTRACTOR SUBMITTALS A. Submittals shall be made in accordance with the requirements of Section 16010, "Electrical General Provisions," and the additional requirements specified herein. B. Panel bill of material with detailed description of components. 1.5 PANEL SUPPLIERS Qualifications A. Quality assurance shall be in accordance with all applicable requirements of section 16010, Electrical General Provisions. B. Panel shop shall be UL-approved. COSTCO GASOLINE Fuel Facility Expansion MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16442 Page 2 CONTROL PANELS PART 2 PRODUCTS 2.1 CONTROL PANELS A. General. 1. The CONTRACTOR shall install control panels as described herein and as indicated on the Contract Documents. 2. Control panels shall be furnished, designed, assembled and wired, shop tested, by manufacturer of the instrumentation equipment. 3. The panels shall be complete with instruments, meters, switches, controls, indicating lights, wires, wireways, grounding, nameplates, and all other accessories and appurtenances required for complete panels. The controls and components to be included on the panels shall be as specified and shown on the Contract Documents. 2.2 SERVICE SWITCHBOARDS A. Main service specified herein shall be as manufactured by Square D Company only. B. Main service shall consist of underground pull section, utility metering, feeder disconnect switch and fuses, and other components mounted individually in sectionalized compartments as indicated on drawings and as required by the serving utility. 2.3 PANELBOARDS A. Panelboards shall be coordinated with the main switchboard to produce a series rated system using 10,000 AIC breakers in the panelboards. B. Panelboards shall have copper bussing and bolt on plastic case circuit breakers. Multiple pole circuit breakers shall have common trip. C. Typed circuit directories shall be mounted inside the door in a clear plastic pocket. 2.4 WIRING A. All electrical connections shall terminate at terminal strips, which shall be labeled with correct number/letter code in accordance with the wiring diagram. All terminal strips shall be provided with a minimum of 25 percent spare terminals. Terminal strips shall be Marathon Type 6H38-SP-C, or equal. B. All devices shall be wired so that they may be disconnected without interfering with any other device. No terminal point shall have more than two wires connected to it. Splicing is not permitted for panel internal or external wiring." C. All electrical wiring shall be color -coded, bundled, and bound with plastic strip lock straps and terminated on numbered terminal strips. All external connections shall be properly identified by function and number in accordance with ISA standards. Panel wiring shall be run in plastic strip duct and tie -wrap bundled groups as required. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16442 Page 3 CONTROL PANELS D. All copper parts, terminals, etc. shall be tin plated to prevent deterioration by a corrosive environment. E. All wiring shall be done in straight runs always parallel with panel surfaces. Wiring to terminals shall be tied and spaced in an orderly manner with sufficient space between the bundle and terminal to allow easy removal of wire from the terminal for testing, etc. F. All panel single wires shall be terminated with insulated spring spade terminals by AMP, Inc. or equal. Multi -pair signal cables, and where special conditions exist, single wire and pairs shall be terminated with insulated wire pin connectors, No. 165133, 165172 or 165168 by AMP, Inc. or equal. No bare copper, stranded or solid conductor wire shall be connected to any panel terminals. All individual control devices, (e.g., solenoids, controllers, recorders) shall be individually fused, whether located in the panel or remotely in the field. Where the devices are located remotely in the field, the fuses for the individual devices shall be located in the panels, so that the field wiring as well as the device is protected by the fuse. G. The panel shall be powered by 208 V, 60 Hz, three phase. All control units requiring 120 VAC power shall be wired to separate power terminals or plugged into power strips. PART 3 EXECUTION 3.1 INSTALLATION A. The Control Panels shall be installed completely in accordance with the requirements of the National Electrical Code, applicable NEMA, ANSI and IEEE standards, Underwriters Laboratories and the manufacturer's recommendations and practice, and in accordance with the requirements of the Contract Documents. B. The CONTRACTOR shall take all necessary precautions to exclude moisture and foreign material from the equipment at all times during storage and installation. Special care shall be taken to prevent corrosion of silver-plated contact surfaces and damage to relays and control devices. C. Each Control Panel shall be set level and plumb. D. Upon completion of all installation work by the CONTRACTOR, as specified, the Control Panel shall be cleaned with a vacuum cleaner to remove all dust and debris from the inside of the enclosure. The Control Panels shall remain tightly closed to keep out any additional dust or debris until turned over for installation of conduit, installation and termination of power and control cable, testing and energization. Cleaning equipment shall not be used in such a manner as to damage instruments, relays, or other parts. COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 16442 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID Barghausen Engineering Printed on 02/04/2014 SECTION 16442 Page 4 CONTROL PANELS (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16500 I LIGHTING AND RECEPTACLES PART1 GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR shall install lighting fixtures, and accessories for all lighting systems, complete and operable, all in accordance with the requirements of the Contract Documents. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections apply to the work of this section. Other sections of the Specifications not referenced below, shall also apply to the extent required for proper performance of this Work. 1. Section 16010EIectrical General Provisions. 2. Section 16050Basic Materials and Methods. 3. Section 16130Raceway Systems and Pullboxes. 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Without limiting the generality of other requirements of these specifications, all work hereunder shall conform to the applicable requirements of the referenced portions of the following documents, to the extent that the requirements therein are not in conflict with the provisions of this section. NEC National Electrical Code UL Underwriters Laboratories ANSI C82.1 Specifications for Fluorescent Lamp Ballasts ANSI C84.4 Specifications for High -Intensity -Discharge Lamp Ballasts (Multiple Supply Type). ASHRAE/IES 90.1 High Efficiency Electrical Lighting Systems. B. Standards of the Certified Ballast Manufacturer's Association 1.4 CONTRACTOR SUBMITTALS A. The CONTRACTOR shall submit the following in accordance with. Section 16010 Electrical General Provisions. COSTCO GASOLINE Fuel Facility Expansion 1. Shop drawings and catalog data. 2. Catalog literature for each fixture specified. Each submittal shall clearly describe materials, type of diffuser, hardware, gasketing, reflector and chassis, finish, and ballast. Each submittal shall also show evidence of acceptance of all proposed material and equipment by UL or other testing laboratory acceptable to the ENGINEER. 3. Pole -mounted fixtures, including complete data on the pole material, finish, handholes, anchoring, and fixture attachment. Support method shall be submitted for interior fixtures weighing more than 50 pounds. 4. Ballast catalog data indicating lamp wattage, input watts, sound rating, power factor, and type of ballast. Data for outdoor ballast shall include low temperature starting characteristics. MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16500 Page 2 LIGHTING AND RECEPTACLES 1.5 QUALITY ASSURANCE A. Quality assurance shall be in accordance with all applicable requirements of Section 16010 Electrical General Provisions. B. Exterior lighting system operation shall be demonstrated during the hours of darkness to indicate that fixtures are properly focused, and that fixture switching functions as intended. Similar requirements shall apply to interior lighting. Through demonstration, the CONTRACTOR shall also verify that panel schedules properly indicate the lighting outlets connected to each circuit. C. Lighting demonstration shall occur within 2 weeks prior to project acceptance. D. Lighting fixtures shall be stored in their original cartons from the manufacturers until the time of installation. Fixtures poles shall be stored on blocks above grade until the time of installation. E. CLEANUP 1. Fixture lenses, diffusers, and reflectors shall be cleaned just prior to the time specified for the system demonstrations. 2. Fixture trim, including poles and support brackets, where finish has been damaged, shall be refinished. 1.6 LIGHTING AND RECEPTACLES A. General 1. Fixtures shall include lamps, ballasts, poles, mounting hardware, reflectors, lenses, globes, etc. and shall be supplied as complete operating units. 2. Fixtures shall be as designated on the Contract Documents and manufactured by LSI Industries. PART2 PRODUCTS 2.1 LIGHTING SYSTEMS GENERAL A. Lighting systems shall be in conformance with ASHRAE/IES 90.1 - 1989 Standards for High Efficiency Electrical Lighting Systems. 2.2 LUMINAIRES A. General: Luminaires shall be provided as shown in Equipment Schedule, with proper hangers, pendants, canopies, lamps, etc., necessary for complete installation. B. Special Requirements: 1. Luminaires installed outdoors shall be SUITABLE FOR WET LOCATIONS and shall have a removable prewired ballast. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT / BID Printed on 02/04/2014 SECTION 16500 Page 3 LIGHTING AND RECEPTACLES C. Manufacturer: See types listed in Equipment Schedule on Drawings, or equal. 2.3 LAMPS A. General: Lamps of the types and sizes indicated for each luminaire shall be provided by the owner. 2.4 BALLASTS A. General: Ballasts conforming to ANSI and UL standards for light output, reliable starting, radio interference, and dielectric rating shall be provided by owner. Replace all noisy and defective ballasts. PART 3 EXECUTION 3.1 LUMINAIRES A. General 1. Install each luminaire in a manner recommended by the luminaire manufacturer and accepted by the ENGINEER. 2. Furnish and install all additional ceiling bracing, hanger supports, and other structural reinforcements to the building and to concrete pole bases required to properly and safely mount luminaires, all acceptable to the ENGINEER and the INSPECTOR. 3. Be responsible for handling the luminaires, installing plumb and level, and keeping luminaires clean. 4. After construction of total project is completed, remove all labels and other markings, wash dirty luminaires inside and out with a nonabrasive mild soap or cleaner. Clean luminaire plastic lenses with antistatic cleaners only. Touch up all painted surfaces of luminaires with high-grade exterior enamel, and poles with paint supplied by manufacturer. Replace all permanent lamps used for lighting purposes during construction. B. Finished Areas: 1. Locate luminaires where shown on the Architectural Reflected Ceiling Plans and Facility Plans. 2. Provide flush and recessed luminaires installed in ceilings with junction boxes located at least 1-foot from luminaires. Provide wiring from junction box to luminaire of temperature rating as required by the luminaire in not less than 4 feet, but no more than 6-feet of flexible steel conduit. In concealed locations, install junction boxes to be accessible by removing luminaire. 3. Install all recessed luminaires tight with the finished surface so that no spill light will show between the ceilings and the sealing rings. C. Unfinished Areas: 1. Install all luminaires straight and true with reference to adjacent walls and structural members. Locate luminaires. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16500 Page 4 LIGHTING AND RECEPTACLES 2. Coordinate luminaire locations with other utility systems (e.g., Plumbing, HVAC). Relocate luminaires to avoid conflict with these other systems and to avoid blockage of luminaire light output. 3.2 BALLASTS A. Install in strict accordance with manufacturer's recommendations 3.3 FIXTURE MOUNTING A. Surface- and flush -mounted fixtures shall be solidly connected to a junction box. B. Pole -mounted fixtures shall be mounted on poles as designated on the Contract Documents. All metal poles shall be bonded to the ground system. Poles shall have adequate handholes and shall have weatherproof receptacles where indicated on the Contract Documents. All anchor bolts and nuts shall be stainless steel. END OF SECTION 16500 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16700 VIDEO COMMUNICATION SYSTEM PART1 GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR shall coordinate the installation of customer supplied video surveillance system. Use a specialized Security Camera subcontractor to install the Owner -Furnished video system, and emergency (911) telephone, complete and operable, all in accordance with the requirements of the Contract Documents. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections apply to the work of this section. Other sections of the Specifications not referenced below, shall also apply to the extent required for proper performance of this Work. Section 16010 Electrical General Provisions. Section 16050 Basic Materials and Methods. Section 16130 Raceway Systems and Pullboxes. 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Without limiting the generality of other requirements of these specifications, all work hereunder shall conform to the applicable requirements of the referenced portions of the following documents, to the extent that the requirements therein are not in conflict with the provisions of this section. NEC UL 1.4 CONTRACTOR SUBMITTALS National Electrical Code Underwriters Laboratories A. The CONTRACTOR shall submit the following in accordance with. Section 16010 Electrical General Provisions. 1. Shop drawings and catalog data. 1.5 QUALITY ASSURANCE A. Quality assurance shall be in accordance with all applicable requirements of Section 16010 Electrical General Provisions. PART2 PRODUCTS 2.1 COMPONENTS A. The video system includes a viewing monitor, multiplexer, and a DC power supply in the area of the warehouse EDP room, with cameras mounted at the Fuel Facility. The emergency phone includes a telephone handset within a weatherproof enclosure MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16700 Page 2 VIDEO COMMUNICATION SYSTEM mounted on the exterior of the equipment endosure and is programmed to dial 911 or other emergency response phone numbers as required by local regulations. PART 3 EXECUTION 3.1 Connect the video through conduits, wiring and cables with the warehouse. A. From Warehouse to Fuel Facility: 1. The warehouse General Contractor will provide separate conduits (with 25 Ib. pull tapes) to within 5 feet of the controller enclosure from the warehouse as indicated on the plans. Fuel Facility Contractor to finish conduit runs and land conduits in controller enclosure as indicated on plans. 2. The Owner will furnish and install signal wiring for the video equipment from the warehouse to the Controller Enclosure via the telephone lines. 3. The Owner will install the telephone line for the 911 emergency phone from the warehouse to the Controller Enclosure. 4. Fuel Facility Contractor is responsible for installing the power and communication conduits from the controller enclosure to the canopy and to the camera locations. Terminate power conduit and wiring in a junction box supplied by the camera contractor on top of canopy as located on the plans. Route communication conduits from all camera locations to the junction box on canopy roof and continue to controller enclosure. Communication conduits are to be installed with pull rope only. Camera sub -contractor is responsible for installing the cameras, power supply, low voltage power wiring, Cat 5 cabling and punching down Cat 5 cabling at the controller enclosure. 5. Fuel Facility Contractor is responsible for coordinating completion of cabling from the warehouse to the Fuel Facility controller enclosure with Costco IS department. 6. Fuel Facility Contractor is responsible for termination and coordination of testing of all communication lines as called out on the drawings with Costco IS department. 3.2 The principal security contractor contact (to report problems, scheduling, etc.) for this project is: COSTCO WHOLESALE 999 Lake Drive Issaquah, Washington 98027 Ph: 425-313-6753 Attn: Ron Van Zuylen 3.3 SCHEDULING INSPECTIONS A. It is the responsibility of the General Contractor to schedule and coordinate the installation of the video system, and 911 emergency phone. B. Notify Owner immediately upon award of contract and when the canopy is delivered. C. Written notice to install is arranged by faxing or e-mailing a written request to Ron Van Zuylen with Costco Wholesale at the number/address indicated. D. Include the Contractor's on -site contact name and phone number. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Barghausen Engineering Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16700 Page 3 VIDEO COMMUNICATION SYSTEM E. Upon receipt of the written notice to install, a Security Contractor installation contractor will be assigned and will make the necessary arrangements to be on -site at the date/time requested. F. Upon completion of installation, the Contractor will notify owner for completion of monitoring installation. 3.4 SCHEDULING CHANGES/CANCELLATIONS A. Schedule changes, delays or cancellations shall be immediately reported to Ron Van Zuylen with Costco Wholesale via written email. At least forty-eight (48) hours notice is requested. Failure to provide at least forty-eight (48) hours written notice can result in delays. B. Costs for rescheduling a security installation due to poor workmanship, non-compliance with the Contract Documents, late scheduling, cancellations or ill-timed notices shall be paid by the contractor. C. Should anyone have any questions concerning the above, do not hesitate to contact Ron Van Zuylen with Costco Wholesale. COSTCO GASOLINE Fuel Facility Expansion END OF SECTION 16700 MULVANNYG2 ARCHITECTURE 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID Barghausen Engineering Printed on 02/04/2014 SECTION 16700 Page 4 VIDEO COMMUNICATION SYSTEM (This Page Intentionally Left Blank) MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT/BID Printed on 02/04/2014 SECTION 16900 VEEDER ROOT TLS 350R MONITORING SYSTEM PART1 GENERAL 1.1 THE REQUIREMENT A. The CONTRACTOR shall install the owner supplied Veeder Root TLS 350R monitor console in the Electrical Controller Enclosure. Personnel installing the Veeder Root TLS 350 monitor system must be "Certified Level 1 Installer" by Veeder-Root Environmental Products Company Installation shall be in accordance with the requirements of the Contract Documents. B. The Contractor shall install the owner supplied Veeder Root liquid sensors, automatic tank gauges and pressure line leak detection sensors and all associated intrinsically safe conduit and wiring. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections apply to the work of this section. Other sections of the Specifications not referenced below, shall also apply to the extent required for proper performance of this Work. Section 16010 Electrical General Provisions Section 16050 Basic Materials and Methods Section 16130 Raceway Systems and Puliboxes 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. Without limiting the generality of other requirements of these specifications, all work hereunder shall conform to the applicable requirements of the referenced portions of the following documents, to the extent that the requirements therein are not in conflict with the provisions of this section. NEC National Electrical Code UL Underwriters Laboratories 1.4 CONTRACTOR SUBMITTALS A. The CONTRACTOR shall submit the following in accordance with. Section 16010 Electrical General Provisions. 1. Shop drawings and catalog data of console and sensors 1.5 QUALITY ASSURANCE A. Quality assurance shall be in accordance with all applicable requirements of Section 16010 Electrical General Provisions. MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive ISSUED FOR Barghausen Engineering Fuel Facility Expansion Tukwila, Washington 98188 PERMIT BID Printed on 02/04/2014 SECTION 16900 Page 2 VEEDER ROOT TLS 350R MONITORING SYSTEM PART 2 PRODUCTS 2.1 COMPONENTS A. The monitoring system includes the Veeder Root TLS-350R console, liquid sensors, automatic tank gauges, and pressure line leak detection sensors. PART 3 EXECUTION 3.1 Refer to latest issues of Veeder Root installation instructions for each component of the sensor and monitoring system prior to starting work. Install all components per installation instruction and the Drawings. TLS 350R PROGRAMMING PROTOCOL FOR THE FUEL FACILITIES. THE FOLLOWING INFORMATION IS RECOMMENDED FOR BASIC PROGRAMMING TO ENABLE COSTCO WHOLESALE TO ACHIEVE CONTINUITY FOR EACH OF THE FUEL LOCATIONS. A. Set up Mode B. System Language English Systems Units United States Date (as appropriate) Time (as appropriate) Station Header #1 Warehouse plus three digits Station Header #2 Address Station Header #3 City, State, Zip Code Station Header #4 Phone Number Shift Time #1 Start Time 6:00 a.m. Shift Time #2 Start Time 9:30 p.m. System Security (Verify with Owner) In Tank Set Up Date for Fluid Containment Tanks. Tank Diameter 120 Inches Product Label Tank (1) Tank (2) Tank (3) Coefficients .000700 Tank Diameter 120" Tank Profile 20 Points Full Volume 19703 (114") 19547 (108") 19018 (102") 18276 (96") 17377 (90") 16357 (84") 15239 (78") 14047 (72") 12799 Unleaded 87A Unleaded 87 Super Unleaded 92 (54") 8896 (48") 7596 (42") 6326 (36") 5101 (30") 3941 (24") 2865 (18") 1896 (12") 1085 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE 451 Costco Drive Fuel Facility Expansion Tukwila, Washington 98188 ISSUED FOR Barghausen Engineering PERMIT/BID Printed on 02/04/2014 SECTION 16900 Page 3 VEEDER ROOT TLS 350R MONITORING SYSTEM (66") 11513 (60") 10207 (6") 411 Float Size 4.0 Inches Water Warning 2.0 Inches High Water Limit 3.0 Inches Overfill Limit 90% Maximum Volume Limit 97% High Level Limit 95% Delivery Limit 20% Low Level Limit 2,000 Gallon Leak Alarm Limit 8 Sudden Loss Limit 25 Tank Tilt See Calculation Chart Lack Min. Annual 80% Delivery Report Delay Time 3 Minutes C. In Tank Leak Test Set Up Data Leak Test Method All Tanks Leak Test Frequency Monthly -Week 1 Day -Sunday Leak Test Start Time 10:30 p.m. Leak Test Rate 0.2 GPH Test Duration 6 Hrs. D. Liquid Sensor Set Up Data Use "87-1 Unleaded" to Identify First Unleaded Tank Use "87-2 Unleaded" to Identify Second Unleaded Tank Use "92-3 Super Unleaded" to Identify Super Unleaded Tank E. Verbiage for Tank Sensors Fill = Fill Sump - Use Tank Identify for Location of which Tank. Annular = Annular space - Use Tank Identify for Location of which Tank. Turbine = STP Space - Use Tank Identify for Location of which Tank. F. Verbiage for Dispenser Pans: Example for six (6) Dispenser Identify as: "Dispenser Pan 1+2" "Dispenser Pan 3+4" "Dispenser Pan 5+6" "Dispenser Pan 7+8" "Dispenser Pan 9+10" "Dispenser Pan 11+12" MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT BID Barghausen Engineering Printed on 02/04/2014 SECTION 16900 Page 4 VEEDER ROOT TLS 350R MONITORING SYSTEM G. Alarm Conditions: 1. Horn and Siren only for in tank alarms as follows: High Water All Tanks Overfill All Tanks High Level All Tanks Probe Out All Tanks Water Warning All Tanks Max Level All Tanks 2. Sensor Alarm Conditions for Shut Down Hom and Siren. 3. Tank Alarm for that tank to shut down that particular product. 4. Alarm conditions for dispenser pans shut down all tanks program all sensors. 5. For fuel, open, short and water to shut down. INSPECTION: Do not turn electricity on for any equipment until you have contacted Bill Karras (951) 906-3022 or (951) 906-3023, or BillKarras@wskandsons.com. Bill is contracted by Costco to review electrical equipment installation and equipment programming before equipment startup. END OF SECTION 16900 MULVANNYG2 ARCHITECTURE COSTCO GASOLINE Fuel Facility Expansion 451 Costco Drive ISSUED FOR Tukwila, Washington 98188 PERMIT/BID Barghausen Engineering Printed on 02/04/2014 Costco Wholesale sitelfolio General Contractor User Guide Version 7.0 WHOLESALE Table of Contents Searching in sitelfolio 3 Bidding 4 RFI 6 Submittal 7 Change Order Proposal 8 Change Order 9 Payment Application 10 Proiect Photographs 11 Weekly Job Report 13 O & M Manuals 14 Equipment Books 15 4/2/13 Page 2 WHOLESALE Searching in sitelfolio sitejfolio search grants you ultimate control over how you locate the sites, projects, businesses, contacts or critical project documents you're interested in — quickly and easily, from anywhere. Save time by storing your recurring searches, and keeping them current, with saved searches Sites/Projects Requests Documents Businesses Contacts SEARCH OPTIONS • Select Sites/Projects then type in project name or project number • Click Search • At the search result screen, click on the project number to access the project • To ensure you won't have to search for this project again, select Watch this Project» in your PIW box • To un-watch a project, simply right click on project and select Delete • Confirm by clicking Yes Creating a Dynamic or Static Project List • Click on Options, then select Advanced Site/Project Search» • Select desired search criteria • Click Search» at bottom of page • Once you see your search results, locate Save Search>PIW • Name your search and select either Static or Dynamic o Static list: saves a list of project that will not change o Dynamic list: saves the search criteria and updates each time you access the search • To delete project list, right click and select Delete • Confirm by clicking Yes y';+e Search PRA/ Search Crlt Save this search to your Project's I'm watching as: ! Static list saves a list of projects that will not change ! Dynamic list saves the search criteria and displays projects that match that criteria Static list of projects RD Dynamic list of projects My Active Projects' Save >} Contextual Search (When in a project or in a team page, user can limit search to that project or team page): Go to any page in a team page or project. Select Documents' above Global Search Box. Enter criteria into the search box. Don't select 'Search' instead.... Select 'OPTIONS" to the right of the Search Button. In the OPTIONS dropdown select 'Search [project or team page] only»' 4/2/13 Page 3 Bidding Bid documents will distributed and collected electronically via sitelfolio. If you do not have an active sitelfolio account, please make arrangements by emailing: charlese.jackson@mulvannyG2.com. Bid folders are located under Files / (P) Files in a project: 318-18 Brooklyn Overview Requests Fifes el; Drawings Files Hover your mouse over Files, then select (p) Files You will see the following folder structure: Bid B Ea out to Bid ) Drawings Project Manual ei)Bid Form Geotech Report Addenda u IC 'Bid Submission Ij 1Bid Forrn IBid Book Project Schedule View/download document: 1. Locate document you wish to view or download 2. Click on document name 3. Document will open in new window 4. Document can now be saved or printed » El CI El » Upload Files: 1. Select red double arrow on the right side of the folder. It will contain the following options • Upload File • Upload Zip and extract contents (allows user to upload many documents at once from a single zip file) 2. Select 'Upload File' or 'Upload Zip and extract contents' 3. Browse for file 4. Select "Save" 4/2/13 Page 4 Please note: 1. Document Naming Convention: When you upload a document; please utilize the following naming convention: GC Name_Document Name (i.e. Miller Bid Form) 2. You will need to enable folder notifications for the Out to Bid folder. This will ensure that you will receive an email notification when any Out to Bid documents are uploaded to that folder and associated sub -folders. To enable folder notifications: 1. Locate Out to Bid folder, and select double -red arrow 2. Select Notifications, then Enable Notifications 3. Or, you can select Manage Notifications. From this screen you can create a shortcut, enable notification, then choose: a. Save» b. Save and apply to all subfolders» c. Save and apply to all folders on project» 3. Costco will receive a copy of your bid submission when it is uploaded onto sitejfolio; it is not necessary to send a copy of your bid directly to Costco Wholesale. 4/2/13 Page 5 WHOLESALE Request for Information (RFI) STEP 1 - CREATE A NEW RFI AND SUBMIT FOR APPROVAL (ACTION BY CONTRACTOR) 1. Select Requests then the RFI tab 2. Select add» at the header that this RFI applies to (building contract, on -site contract, project, etc): 3. Enter RFI number 4. Status will be Not Issued at this step 5. Enter Subject of RFI 6. Enter Reference document for RFI 7. Select affected Disciplines for RFI 8. Select your name in Submitted By field 9. Select Save and Continue» 10. Enter Need Response By date 11. At Contractor Request Log header, select add» 12. Enter your Request and proposed Solution, click Save 13. To attach supporting documentation for your RFI, select add» at Contractors Attachments header 14. Change status to New 15. Click Save at bottom of page 16. An email notification page will appear. 17. From this page select who you want notified of your new RFI 18. Select any attachments that you want included in the email notification 19. Select Send» STEP 2 - Receive And Respond to a New RFI (Action by Project Architect): 1. Architect will receive an email notification once a GC issues a new RFI for a project. 2. Select pencil icon in upper right corner 3. Enter date you received RFI 4. Change status to Pending, and then select Save. 5. Locate Forward Log and record any forwarding of RFI to consultants 6. When you are ready to respond to RFI, select pencil icon in upper right corner 7. Enter date you reviewed RFI 8. At Responses header, select add», enter your response to RFI, select Save 9. Enter date you responded to RFI 10. To attach supporting documentation for your RFI response, select add» at Architects Attachments header 11. Change status to Final 12. Select Save at bottom of page 13. An email notification page will appear. 14. From this page select who you want notified of the RFI 15. Select any attachments you want included in email notification 16. Select Send» 4/2/13 Page 6 SUBMITTALS STEP 1 — SEND SUBMITTAL FOR REVIEW AND APPROVAL (ACTION BY CONTRACTOR) 1. Click on Requests then select Submittals 2. Click add» on the dark grey header bar 3. Enter Submittal number 4. Status will be Not Issued at this point 5. Select Specification Division 6. Select Specification Section 7. Enter Description of Submittal 8. Select a Due By date 9. Click Save» 10. Click add» on the Forward Log header to document forwarding of Submittal 11 Click add» on the Notes header to enter note 12. To include Attachments, locate Attachment header, and click add» 13. Change Status to Under Review 14. Click Save» 15. An Email Notification will fire (notifying Architect that Submittals are on the way) 16. Select any attachments that you want included in the email notification 17. Select Send» 18. Send five (5) sets to Architect STEP 2 - Receive And Respond to Submittal (Action by Project Architect): 1. Arch PM will receive an email notification that the Contractor is sending a new Submittal. 2. Followed by five (5) sets sent to office 3. Locate Submittal in sitelfolio under Requests / Submittals 4. Click pencil icon next to Submittal 5. Enter Received Date 6. Select appropriate Status (conforms, conforms with revisions, non -conforming, approved) 7. Enter Approved Date (once approved) 8. Click add» on the Forward Log header to document forwarding of Submittals 9. Enter a Note if necessary 10. Click Save» 11. An Email Notification will fire (notifying the Contractor that Architect has responded to Submittal) 12. Select any attachments that you want included in the email notification 13. Select Send» 4/2/13 Page 7 Change Order Proposal - (COP) (CHANGE ORDER PROPOSALS (COP) SHALL BE PREPARED BY THE CONTRACTOR ACCORDING TO SPECIFICATION SECTION 01250.) STEP 1 — CREATE A NEW COP AND SUBMIT FOR APPROVAL (ACTION BY CONTRACTOR) 1. Click on $ then select Contractor Contracts. Select contract # of the contract you need to enter a COP against. 2. Scroll down to the Change Log header and double-click to expand. 3. Click Add» at COP header: 4. Enter COP number 5. Select who initiated the COP 6. Status will be Not Issued at this step 7. Skip Approved By field 8. Enter in COP proposed dollar amount 9. Enter Process Date 10. Enter Sub Notified Date 11. Enter Sub Price Received Date 12. Enter Need Response By Date 13. Click Save and Continue» 14. Click add» at Description header 15. Enter a complete description of COP in dialog box and click Save 16. If needed, click add» at Notes header and enter note in dialog box 17. To attach supporting documentation for COP, click add» at Attachments header 15. Select `Issued' for COP status 16. Click Save» 17. Email notification screen will appear 18. Confirm that required recipients are already checked and check any additional recipients 19. Select any attachments that you want included in the email notification 20. Select Send» STEP 2 — Receive and Approve COP (Action by Architect on behalf of Owner) 1. MG2 will receive an email notification once a GC issues a COP — to review, click here. 2. If you are ready to approved this COP, change Status from Issued to Approved 3. Once COP has been approved, contractor will be notified via e-notification. 4. The COP can now be attached to a Change Order. 4/2/13 Page 8 Change Order — (CO) (CHANGE ORDERS (CO) SHALL BE PREPARED BY THE CONTRACTOR ACCORDING TO SPECIFICATION SECTION 01250, 1.5.) STEP 1 — Create A New Change Order (Action by Architect on behalf of Owner): 1. Click on $, then select Contractor Contracts 2. Click on Contractor Contract you wish to create a Change Order for 3. Scroll down to Change Orders header and click on add» 4. Enter Change Order Number 5. Status will be Not Issued at this point 6. Enter a Change Order dollar amount (only for monetary changes not included in attached COP's) 7. Enter Processed date 8. Click Save and Continue» 9. Add a Description 10. Add a Note (optional) 11. Locate 'Unattached COP's' header, and click attach» next to each approved COP that you want to include with this Change Order. 12. Add any desired attachments 13. Change Status to Issued 14. Click Save» at bottom of page. 15. Email notification screen will appear 16. Confirm that required recipients are already checked and check any additional recipients 17. Select any attachments that you want included in the email notification 18. Click Send» STEP 2 — Receive and Approve a New Change Order (Action by Architect on behalf of Owner): 1. Architect will receive auto -notification from Contractor of issued Change Order, to review click here 2. If you are ready to approve this CO, change Status from Issued to Approved. 3. Click Save» at bottom of page. 4/2/13 Page 9 WHOLESALE Payment Applications STEP 1 — CREATE A NEW PAY APP AND SUBMIT FOR APPROVAL (ACTION BY CONTRACTOR) 1. Place your cursor on $ then select Contractor Contracts 2. Select contract that you are submitting payment for 3. Scroll down and locate Pay Applications header, click add» 4. Enter pay app number 5. Leave Received Date and Forward Date fields empty— entered by Architect 6. Enter Completed and Stored dollar amount 7. Enter retainage percent (5 or 10 percent) 8. Click Save and Continue» 9. Select status of Issued 10. Click Save» 11. Email notification will fire — press Send» 12. Send original documentation to Architect STEP 2 - Receive a New Pay App (Action by Project Administrator): 1. Project Administrator and Arch Project Manager will receive an email notification once Contractor issues a new pay app. 2. Locate payment application in sitelfolio 3. Select pencil icon in upper right corner 4. Enter Received date 5. Select Status of Awaiting Approval. 6. Verify dollar amounts and attached lien releases, etc. 7. Give pay app original documentation received by Contractor to Architect for review and approval for payment. STEP 3 - Approve New Pay App (Action by PM & Project Administrator on behalf of Owner): 1. Locate payment application in sitelfolio 2. Select pencil icon in upper right corner 3. Enter any Joint Checks for associated sub -contractors 4. Enter Forward date (this is the date payment is forwarded to Costco for payment) 5. Select Status of Approved 6. Click Save at bottom of page 7. Email notification will fire to notify Contractor that pay app has been approved and forwarded to Owner for payment. 4/2/13 Page 10 -WHOLESALE 1 Project Photographs (SEE SPECIFICATION SECTION 01320 FOR DETAILED PROJECT PHOTOGRAPH REQUIREMENTS.) Acceptable file types: > .JPG / .JPEG > .TIF / .TIFF > .GIF > .BMP > .PNG Acceptable images sizes: > Range between 640x480 and 1024x768 Acceptable Digital Camera Setting: > Between 0.5 and 1 mega pixel sitelfolio does not recommend the use of camera phones when taking pictures for your photo library. Upload Photos: The automated upload feature includes: • Image resizing for optimum web viewing and printing • A Watermark Text feature to label a series of images (e.g. Project Name and Date) 1 Use WinZip to compile the image series, and save it in a temporary location 2. Select Add» from the Photos page, dialog box will appear 3. Select Zip File: Click, Browse... to locate and attach the ZIP file 4. Name: Enter a name for the photograph library 5. Photos Taken: Click the calendar icon and enter date photographs were taken 6. Watermark Text: Image labeling (e.g. Project Name and Date) 7. Description: Enter a description 8. Select Save to confirm and start the upload: 4/2/13 Page 11 CosTco WHOLESALE r site!folio -- Web Photo Library Ladd �.: Upload. Please ensure that your attachment is no larger than 20 megabytes. If t is larger than the • Try breaking it up into two or more smaller ZIP arrhlves. Select Zip File Name Name individual photos by Protect Number and Date 0 Maintain original tile names Photos Taken :09/23/08 8 Watermark Text' Description Save Cancel Manipulate Photo Index: In the photo index Edit feature, narratives can be added, and images can be reorganized and/or deleted individually: 1. Open photo thumbnail sheet 2. Click edit in upper right corner 3. Move your cursor over an image to enlarge it 4. Select trash icon to delete an image 5. Select a green up or down arrow to arrange images on the index list 6. Enter narratives in box provided next to each photo 7. When finished, click Save to close 4/2/13 Page 12 https://www.sitefolio.net PhotofibEdit.aspx?parameters=idProject#12190... Demo - Green Oak Township, Michigan - 786-01 Project Asbuilt Photos - 05/08/08 sod 786-01 05082008 ... 786-01 05082008 ... 786-01 05082008 ... 786-01 05082008 ... 786-01 05082008 ... 706-01 05082008 ... 786-01. 05082008 ... looking east from project site looking west from project site looking north from project site frontal view from existing building existing building frontage existing building existing building view from street Save » Cancel » / Trusted sites i{ 100% 4/2/13 Page 13 'WHOLESALE Posting Your Weekly Job Report Weekly Job Reports will be uploaded under Files -> Project Files -> Construction (folder) Costco ▪ Current Plans • Files i p Drawings 4p Fles) Upload File: 1. Select red double arrow on the right side of the Construction folder 2. Select 'Upload File' 3. Browse for file 4. Select "Save" 4/2/13 Page 14 -WHOLESALE Posting Your 0 & M Manuals o & M Manuals will be uploaded under Files -> Site Files -> O&M Manuals (folder) Costa) Upload Files: 1. Select red double arrow on the right side of the folder. It will contain the following options • Upload File • Upload Zip and extract contents (allows user to upload many documents at once from a single zip file) 2. Select 'Upload File' or 'Upload Zip and extract contents' 3. Browse for file 4. Select "Save" Sort Files: 1. Locate desired file and select red double arrow to the right of file 2. Utilize green directional arrows to sort file Move file to different folder: 1. Locate desired file or files 2. Locate Folder you wish to move files and select red double arrow to right of folder 3. Select 'Move selected files to this folder" View/download document: 1. Locate document you wish to view or download 2. Click on document name 3. Document will open in new window 4. Document can now be saved or printed Download multiple files into Zip: 1. Click check boxes next to each file you wish to include in your Zip file 2. Click menu» 3. Select "Down selected files as Zip archive" 4. A dialog box will appear, choose to Save or Open the Zip file 5. Your Zip file can now be saved and documents can be printed 4/2/13 Page 15 WHOLESALE Equipment Books From the global navigation, click on EQUIP LISTS tab and select desired list: EQUIP LISTS Bakery Deli Food Court Meat Optical Photo Tire Shop Warehouse Once on the page, you can view documents by selecting plus (+) sign next to folder, or click on menu» and select Expand all folders Documents r,enu ::.. Its 0 Bakery Title Page 10 Bakery Index ® ®1 CN spiral Mixer View/download document: 1. Locate document you wish to view or download 2. Click on document name 3. Document will open in new window 4. Document can now be saved or printed Download multiple files into Zip: 1. Click check boxes next to each file you wish to include in your Zip file 2. Click menu» 3. Select "Down selected files as Zip archive" 4. A dialog box will appear, choose to Save or Open the Zip file 5. Your Zip file can now be saved and documents can be printed CI 4/2/13 Page 16 (This Page Intentionally Left Blank) 4/2/13 Page 17 ARC_Bel_Repro From: Kendall Williams Sent: Tuesday, January 28, 2014 3:41 PM To: ARC_Bel_Repro Subject: Costco Tukwila WA Fuel Facility Expansion Permit Set Printing Attachments: 93044028 Permit -Bid Set 020414 - Project Manual.zip Follow Up Flag: Flag Status: Follow up Flagged Employee: Kendall Williams Phone: 41252 Due Date & Time: Wednesday, January 28, 4pm Entire Project Number: 93044028B Phase: 08 File Name(s): 93044028 Permit -Bid Set 020414 — Project Manual.pdf File Location: Attached Sheets: TBD Copies: 2 Paper: Bond Size: Letter Cover Stock: Cosmic Orange Binding: Edge Bind Additional Information: Copy cover onto cover stock. Thanks. Kendall A Williams I Associate I MulvannyG2 Architecture ( 425.463.1252 City of Tukwila Department of Community Development 11/3/2014 KENDALL WILLIAMS 1110 112 AVE NE, STE 500 BELLEVUE, WA 98004 RE: Permit No. D14-0047 COSTCO GASOLINE 451 COSTCO DR Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/30/2014. Based on the above, you are hereby advised to: 1) Ca11 the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/30/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, fer Marshall it Technician File No: D14-0047 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 20, 2014 Al Findley Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Supplemental Structural Review Development Permit D14-0047 Costco Gasoline — 451 Costco Dr Dear Mr. Findlay, Please review the enclosed set of plans and documents for structural compliance with the 2012 International Building Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, Bill Rambo Permit Technician encl File: D14-0047 W:\Permit Center\Structural Review\D14-0047 Structural Review.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 January 2014 Re: Authorized Agent of Costco Wholesale To Whom It May Concern: CITyROF TI RECEIVE!) UKWILA FEB 0 5 ?014 PERM,T CENTER This letter hereby authorizes Mostafa Ahanchi to act on behalf of the Construction Department of Costco Wholesale as Authorized Agent in regard to any Costco construction project in North America. He is authorized to sign all jurisdictional, service and utility related documents having to do with any Costco building or site under construction. Should you need any further information, please contact me at 425.313.8100. Sincerely,. j Ali Mo- eri Seni• Vice President of Construction 999 Lake Drive • Issaquah, WA 98027 • 425/313-8100 • www.costco.com Reid iddleton Celebrating the past - Building the future April 4, 2014 File No. 262014.005/00102 Mr. Mitch Nickolds, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Costco Gasoline (D14-0047) Dear Mr. Nickolds: CIVIL ENGINEERING STRUCTURAL ENGINEERINI PLANNING SURVEYING RECEIVED CITY OF TUKWILA APR 0 8 2014 PERMIT CENTER We reviewed the proposed project for compliance with the structural provisions of the 2012 International Existing Building Code (IEBC) and 2012 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. The comments below do not require a response from the permit applicant. Individual revised structural sheets were submitted in response to our initial plan review and inserted into the original drawing sets. The other sets of drawings should be reconciled in preparation for permit issuance. One additional set of these revised sheets are enclosed for your use. These revised sheets are S-1, S-2, S-3, and S-4. Note that revised structural sheets were submitted for all of the original structural sheets. A new structural sheet not included in the drawings we reviewed initially was submitted with the revised drawings and inserted into the original drawing sets. The other sets of drawings should be reconciled in preparation for permit issuance. The new sheet is S-1.1. Structural deferred submittals. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The architect has been informed that the city of Tukwila may require the issuance of additional permits. The following is a summary: 1. Concrete mix designs. Geotechnical special inspections. Special inspections and tests by the geotechnical engineer should be provided as recommended in the geotechnical report by Kleinfelder, dated July 5, 2013. The following is a summary: 1. Site excavation and grading. 2. Monitoring of movements of adjacent structures. 4300 B Street Suite 302 Anchorage, AK 99503 3049 Ualena Street Suite 504 Honolulu, HI 96819 728 134th Street SW Suite 200 Everett, WA 98204 Mr. Mitch Nickolds, Building Official City of Tukwila April 4, 2014 File No. 262014.005/00102 Page 2 3. Overexcavation for placement of structural fill, where applicable. 4. Construction dewatering, where applicable. 5. Placement of structural fill and soil compaction. 6. Verification of soil -bearing capacity. 7. Construction of auger -cast concrete piles. See also Structural Special Inspection below. Structural special inspections. Special inspections by qualified special inspectors should be provided. We assume the prefabricated structural steel members will be fabricated by registered and approved fabricators. The following is a summary: 1. Construction of auger -cast concrete piles: continuous. See also Geotechnical Special inspection above. 2. Concrete placement at concrete construction, including auger -cast concrete piles: continuous. See also Structural Test below. 3. Reinforcement at concrete construction, including auger -cast concrete piles: periodic. 4. Installation of steel anchor bolts/rods in concrete: continuous. 5. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). 6. Adhesive installation of concrete reinforcement, where applicable: continuous. 7. Masonry construction, including mortar, reinforcement, and structural connections: periodic. 8. Grout placement at masonry construction: continuous. 9. Masonry construction, including placement of masonry units, mortar, reinforcement, and structural connections: periodic. See also Structural Test below. 10. Fabrication of structural steel other than prefabricated structural steel members, prefabricated steel structure, and prefabricated structural steel moment frames (see below): periodic. See also Structural Submittal below. 11. Installation of structural steel, other than prefabricated steel structure and prefabricated structural steel moment frames (see below): periodic. 12. Welding of structural steel members, other than prefabricated steel structure, and prefabricated structural steel moment frames (see below), for single -pass fillet welds (maximum 5/16-inch): periodic. 13. Welding of structural steel members, other than prefabricated steel structure, and prefabricated structural steel moment frames (see below), for other than single - pass fillet welds (maximum 5/16-inch), where applicable: continuous. 14. Installation of power -driven fasteners at cold -formed steel roof decks: periodic. 15. Installation and fastening of prefabricated steel structure and prefabricated structural steel moment frames: periodic. See also Structural Submittal below. Reid iddleton Mr. Mitch Nickolds, Building Official City of Tukwila April 4, 2014 File No. 262014.005/00102 Page 3 16. On -site welding of structural steel at prefabricated steel structure and prefabricated structural steel moment frames for single -pass fillet welds (maximum 5/16-inch): periodic. 17. On -site welding of structural steel at prefabricated steel structure and prefabricated structural steel moment frames other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. 18. Installation of piping systems for conveyance of flammable, combustible, or highly toxic contents (i.e., fuel gas) and associated mechanical units: periodic. 19. Installation of HVAC ductwork for conveyance of hazardous materials (i.e., fume exhaust): periodic. Structural tests. Tests by qualified special inspectors should be conducted. The following is a summary: 1. Testing of concrete, including auger -cast concrete piles, for specified compressive strength, fc', air content, and slump. 2. Nondestructive testing of the complete joint -penetration (and partial joint - penetration, where applicable) groove -welded joints at the steel ordinary moment frames. Structural submittals. Reports, certificates, and other documents related to structural special inspections and tests should be submitted by the contractor to the city of Tukwila. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. The following is a summary: 1. Submittal of certificates of compliance from the fabricators of prefabricated structural steel members at the completion of fabrication. 2. Submittal of certificates of compliance from the fabricators of the prefabricated steel structures at the completion of fabrication. 3. Submittal of certificates of compliance from the fabricators of prefabricated structural steel moment frames at the completion of fabrication. 4. Submittal of welding procedure specifications verifying that the welds at members and connections of the seismic -force -resisting system are made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-lbf at 0 degrees-F as determined by the applicable AWS A5 classification test method. 5. Submittal of welding procedure specifications verifying that demand -critical welds are made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-lbf at minus 20 degrees-F as determined by the Reid iddleton Mr. Mitch Nickolds, Building Official City of Tukwila April 4, 2014 File No. 262014.005/00102 Page 4 applicable AWS A5 classification test method and 40 ft-lbf at 70 degrees-F as determined by Section A3.4a of AISC 341-10. 6. Submittal of certificates of compliance from the manufacturers of components of the designated seismic systems, including their mounting systems and anchorage, where required by Section 13.2.2 of ASCE 7-10. 7. Submittal of certificates of compliance from the manufacturers of nonstructural components seismically qualified by analysis, tests, or experience data in accordance with Section 13.2.1, Item 2, of ASCE 7-10. Enclosed is one set of the revised merged drawings, one set of revised structural sheets as noted above, original structural calculations, one response letter, two copies of the structural response letter which includes supplemental structural calculations, one geotechnical report, and one supplemental geotechnical recommendations letter. Please note that Reid Middleton only received one set of drawings for the initial plan review, which have been reconciled. Other drawing sets should be updated and merged with the revised structural sheets. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middletop, Inc. Corbin M. Hammer, P.E., S.E. Senior Engineer Katherine R. Brawner, P.E. Project Engineer Enclosures cc: Kendall Williams, MulvannyG2 Architecture (by e-mail) Brad Edwards, Gerald Mele & Associates, Inc. (by e-mail) Mitch Nickolds, City of Tukwila (by surface mail and e-mail) Brenda Holt, City of Tukwila (by e-mail) ehw\o:\doc\26\planrevw\tkwila\ 14\t001 r2.doc\krb Reid iddleton March 6, 2014 File No. 262014.005/00101 Mr. Mitch Nickolds, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Costco Gasoline (D14-0047) Dear Mr. Nickolds: rECEIVED MAR 07 2014 r;r;r,rrnt,rvll Y ,► ✓t t (JI'MENT We reviewed the proposed project for compliance with the structural provisions of the 2012 International Existing Building Code (IEBC) and 2012 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The design team should address the comments below. CIVIL ENGINEERING STRUCTURAL ENGINEERIN PLANNING SURVEYING Responses to the review comments below should be made in an itemized letter form. We recommend that the permit applicant have the architect, geotechnical engineer and structural engineer respond and resubmit two full-sized sets of the revised structural drawings and one copy of the supplemental structural calculations for additional review. All information should be submitted directly to Reid Middleton, Inc. Geotechnical 1. Geotechnical special inspections. Special inspections and tests by the geotechnical engineer should be provided as recommended in the geotechnical report by Kleinfelder, dated July 5, 2013. The report is referenced on sheet S-1; we are requesting a copy of the geotechnical report for review. See IBC Sections 1705.6 and 1803. The following is a summary of assumed special inspections and test that should be provided: a. Site excavation and grading. b. Monitoring of movements of adjacent structures. c. Overexcavation for placement of structural fill, where applicable. d. Construction dewatering, where applicable. e. Monitoring of settlement of preload fill and surcharge fill. f. Placement of structural fill and soil compaction. g. Verification of soil -bearing capacity. 4300 B Street Suite 302 Anchorage, AK 99503 3049 Ualena Street Suite 504 Honolulu, HI 96819 • 728 134th Street SW Suite 200 Everett, WA 98204 Mr. Mitch Nickolds, Building Official City of Tukwila March 6, 2014 File No. 262014.005/00101 Page 2 Architectural 1. Structural deferred submittals. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The architect should recognize that the city of Tukwila may require the issuance of additional permits. See IBC Section 107.3.4.1. See also structural general comments below. The following is a summary: a. Concrete mix designs. b. Design drawings for storage racks, where applicable. Structural General 1. Structural special inspections. Special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1705.11. We assume the prefabricated structural steel members will be fabricated by registered and approved fabricators. See IBC Section 1704.2.5.2. The following is a summary: a. Construction of auger -cast concrete piles: continuous. See also IBC Section 1705.8 and Geotechnical Special Inspection above. b. Concrete placement at concrete construction, including auger -cast concrete piles: continuous. See also IBC Section 1705.3 and Structural Test below. c. Reinforcement at concrete construction, including auger -cast concrete piles: periodic. See also IBC Section 1705.3. d. Installation of steel anchor bolts/rods in concrete: continuous. See also IBC Sections 1705.3 and 1705.11. e. Installation of concrete expansion, adhesive, and screw anchors, where applicable: in accordance with qualifying report of evaluation service (e.g., ICC-ES). See also IBC Section 1705.1.1. f. Adhesive installation of concrete reinforcement, where applicable: continuous. See also IBC Section 1705.1.1. g. Masonry construction, including mortar, reinforcement, and structural connections: periodic. See also IBC Section 1705.4 and ACI 530-11 Sections 1.6 and 1.19. Reid iddleton Mr. Mitch Nickolds, Building Official City of Tukwila March 6, 2014 File No. 262014.005/00101 Page 3 h. Grout placement at masonry construction: continuous. See also IBC Section 1705.4 and ACI 530-11 Sections 1.6 and 1.19. i. Masonry construction, including placement of masonry units, mortar, reinforcement, and structural connections: periodic. See also IBC Section 1705.4 and ACI 530-11 Sections 1.6 and 1.19 and Structural Test below. j. Fabrication of structural steel other than prefabricated structural steel members, prefabricated steel structure, and prefabricated structural steel moment frames (see below): periodic. See also IBC Section 1704.2.5 and Structural Submittal below. k. Installation of structural steel, other than prefabricated steel structure and prefabricated structural steel moment frames (see below): periodic. See also IBC Section 1705.2 and AISC 360-10 Section N5. 1. Welding of structural steel members, other than prefabricated steel structure and prefabricated structural steel moment frames (see below), for single -pass fillet welds (maximum 5/16-inch): periodic. See also IBC Sections 1704.2.5 and 1705.2 and AISC 360-10 Section N5. m. Welding of structural steel members, other than prefabricated steel structure and prefabricated structural steel moment frames (see below), for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. See also IBC Sections 1704.2.5 and 1705.2. n. Welding of steel threaded rods, where applicable: periodic. See also IBC Section 1705.2 and Structural Submittal below. o. Welding of cold -formed steel roof decks, other than prefabricated steel structure (see below): periodic. See also Item 2.a.1 of IBC Table 1705.2.2. p. Installation of power -driven fasteners at cold -formed steel roof decks: periodic. See also IBC Section 1705.1.1. q. Installation and fastening of prefabricated steel structure and prefabricated structural steel moment frames: periodic. See also IBC Sections 1704.2.5 and 1705.2 and Structural Submittal below. r. On -site welding of structural steel at prefabricated steel structure and prefabricated structural steel moment frames for single -pass fillet welds (maximum 5/16-inch): periodic. See also IBC Section 1705.2. s. On -site welding of structural steel at prefabricated steel structure and prefabricated structural steel moment frames for other than single -pass fillet welds (maximum 5/16-inch), where applicable: continuous. See also IBC Section 1705.2. t. On -site welding of cold -formed steel roof deck at prefabricated steel structure: periodic. See also Item 5.a.6 of IBC Table 1705.2. Reid iddleton Mr. Mitch Nickolds, Building Official City of Tukwila March 6, 2014 File No. 262014.005/00101 Page 4 u. High -strength bolting of structural steel members, including prefabricated steel structure and prefabricated structural steel moment frames, slip -critical, where applicable: continuous. See also IBC Section 1705.2, Section N5.6 of AISC 360-10, and RCSC Section 9.3. v. Anchorage of electrical equipment for emergency and standby power systems: periodic. See also IBC Section 1705.11.6(1). w. Installation and anchorage of electrical equipment: periodic. See also IBC Section 1705.11.6(2). x. Installation of piping systems for conveyance of flammable, combustible, or highly toxic contents (i.e., fuel gas) and associated mechanical units: periodic. See also IBC Section 1705.11.6(3). y. Installation of HVAC ductwork for conveyance of hazardous materials (i.e., fume exhaust): periodic. See also IBC Section 1705.11.6(4). z. Anchorage of storage racks greater than 8 feet in height, where applicable: periodic. See also IBC Section 1705.11.7. 2. Structural tests. Tests by qualified special inspectors should be conducted. The following is a summary: a. Testing of concrete, including auger -cast concrete piles, for specified compressive strength, f ', air content, and slump. See IBC Sections 1705.3 and 1901.2 and ACI 318 Section 5.6. b. Nondestructive testing of the complete joint -penetration (and partial joint - penetration, where applicable) groove -welded joints at the steel ordinary moment frames. See IBC Section 1705.12.2 and Section J6 of AISC 341-10. 3. Structural submittals. Reports, certificates, and other documents related to structural special inspections and tests should be submitted by the contractor to the city of Tukwila. The certificates of compliance are required to state that the work was performed in accordance with the approved construction documents. See IBC Sections 107.1, 107.3.4, and 107.3.4.1. See also the structural general comments below. The following is a summary: a. Submittal of certificates of compliance from the fabricators of prefabricated structural steel members at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. b. Submittal of certificates of compliance from the fabricators of the prefabricated steel structures at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. Reid iddleton Mr. Mitch Nickolds, Building Official City of Tukwila March 6, 2014 File No. 262014.005/00101 Page 5 c. Submittal of certificates of compliance from the fabricators of prefabricated structural steel moment frames at the completion of fabrication. See also IBC Sections 1704.2.5 and 1704.2.5.2. d. Submittal of welding procedure specifications verifying that the welds at members and connections of the seismic -force -resisting system are made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-lbf at 0 degrees-F as determined by the applicable AWS A5 classification test method. See also IBC Section 2205.2.2, Section A3.4b of AISC 341-10, Section A2 of AISC 360-10, and Sections 2.2.2 and 4.1.1.3 of AWS D1.1-08. e. Submittal of welding procedure specifications verifying that demand -critical welds are made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-lbf at minus 20 degrees-F as determined by the applicable AWS A5 classification test method and 40 ft-lbf at 70 degrees-F as determined by Section A3.4a. See also IBC Section 2205.2.2, Section A3.4b of AISC 341-10, Section A2 of AISC 360-10, and Sections 2.2.2 and 4.1.1.3 of AWS D1.1-08. f. Submittal of certificates of compliance from the manufacturers of components of the designated seismic systems, including their mounting systems and anchorage, where required by Section 13.2.2 of ASCE 7-10. See also IBC Section 1705.12.3. g. Submittal of certificates of compliance from the manufacturers of nonstructural components seismically qualified by analysis, tests, or experience data in accordance with Section 13.2.1, Item 2, of ASCE 7-10. See also IBC Sections 107.3.4.2 and 1705.12.3 and Section 13.2.1 of ASCE 7-10. 4. The snow load design data in the section of the structural notes on design loads, Sheet S-1, should be revised by also specifying the snow exposure factor, Co thermal factor, C1, and snow importance factor, L. See IBC Section 1603.1.3. 5. The earthquake load design data in the section of the structural notes on design loads, Sheet S-1, should be revised by also specifying the seismic importance factor, lef basic seismic -force -resisting systems, design base shears, V, seismic response coefficient(s), Cs, response modification factor(s), R, and analysis procedure used. See IBC Section 1603.1.5. 6. The specified compressive strength, f c, is required to be the greater of the values determined for structural strength and durability. The requirements for durability are based on the exposure classes assigned to each concrete structural member and the structural engineer is required to assign the exposure classes, which are based on severity of anticipated exposure. The drawings, however, do not appear to Reid iddleton Mr. Mitch Nickolds, Building Official City of Tukwila March 6, 2014 File No. 262014.005/00101 Page 6 specify these requirements. The section of the structural notes on concrete, Sheet S-1, should be revised by specifyingfe, for structural strength and the exposure classes for durability. We recommend a table listing fand exposure classes for freezing and thawing (Fx), sulfate (Sx), permeability (Px) and corrosion (Cx) for each applicable type of concrete structural member. See IBC Section 1901.2 and Sections 4.1.1 and 4.2.1 of ACI 318-11. See www.nrmca.org/P2P for further information. Note that ACI 318-11 defines "licensed design professional," in part, as "an individual who is licensed to practice structural design...and who is in responsible charge of the structural design." 7. Special inspection is required for the fabrication of structural steel members on the premises of a fabricator unless the fabricator is registered and approved to perform such work without special inspection. We assume such a fabricator will be utilized for this project. Please verify. A note should be added to the section of the structural notes on structural steel, Sheet S-1, specifying submittal by the contractor to the building official of certificates of compliance from the fabricators of the structural steel at the completion of fabrication. See IBC Sections 1704.2.5, 1704.2.5.2, and 1705.2. Refer to Structural Submittal above. 8. A note should be added to the section of the structural notes on steel, Sheet S-1, specifying that the welds at members and connections of the seismic -force - resisting system shall be made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-lbf at 0 degrees-F as determined by the applicable AWS A5 classification test method. See IBC Section 2205.2.2, Section 7.3a of AISC 341-05, Section A2 of AISC 360-05, and Sections 1.4.1(5) and 2.2.2 of AWS D1.1-04. 9. A note should be added to the section of the structural notes on steel, Sheet S-1, specifying that demand critical welds shall be made with filler metal producing welds with a minimum Charpy V-notch toughness of 20 ft-lbf at minus 20 degrees-F as determined by the applicable AWS A5 classification test method and 40 ft-lbf at 70 degrees-F determined by Section A3.4 of AISC 341-11. See IBC Section 2205.2.2, Section A3.4 of AISC 341-11, Section A2 of AISC 360-10, and Sections 1.4.1(5) and 2.2.2 of AWS D1.1-08. 10. Referring to the comments immediately above, the filler metal producing welds at members and connections of the seismic -force -resisting system are required to meet minimum requirements for Charpy V-notch toughness, which are specified in welding procedure specifications. A note should be added to the section of the structural notes on steel, Sheet S-1, specifying submittal by the contractor to Reid iddleton Mr. Mitch Nickolds, Building Official City of Tukwila March 6, 2014 File No. 262014.005/00101 Page 7 the building official of welding procedure specifications verifying these requirements. See IBC Sections 107.3.4.2 and 2205.2.2, Section A3.4 of AISC 341-10, Section A2 of AISC 360-10, and Sections 2.2.2 and 4.1.1.3 of AWS D1.1-08. Refer to Structural Submittals above. 11. A note should be added to the section of the structural notes on inspection, Sheet S-1, specifying nondestructive testing of complete -joint -penetration (and partial - joint -penetration, where applicable) groove -welded joints at the steel ordinary moment frames. See IBC Section 1705.11.1 and Sections J1 and J6 of the AISC 341-10. Refer to Structural Test above. 12. A note should be added to the section of the structural notes on inspection, Sheet S-1, specifying the required lap lengths for reinforcing. Foundation 13. We are requesting a copy of the letter from the geotechnical engineer, Kleinfelder, dated July 5, 2013, recommending total and differential settlement, recommendations for placement of structural fill, soil -bearing capacity, lateral earth pressures on foundation walls due to earthquake motions, factors of safety for passive lateral earth pressure and coefficient of friction, and site class, where applicable (see above). The report is referenced on sheet S-1; we are requesting a copy of the geotechnical report for review. The structural design may need to be revised. Please verify. See IBC Sections 1603.1.6, 1613.3.2., 803.5.11, 1803.5.12, 1807.2.3, and 1810.2.4. 14. Detail 3/S-2 specifies #3 stirrups with a 135-degree hook. Where longitudinal bars are located around the perimeter of a circle the ends of the circular tie are required to overlap by not less than 6 inches and to be staggered around the perimeter. The drawings should be revised to meet this requirement. See ACI 318-11 Section 7.10.5.4. 15. Calculations on page 97 indicate that ACI 318-05 was used for the design of the anchor bolts. Please provide revised calculations that use the current code, ACI 318-11. It is unclear what load combinations and equations were used to determine the required anchor bolt size and embed. Please provide supplemental calculations specifying the equations used to determine the required anchor bolt size and embed. See ACI 318-11 Appendix D. Reid iddleton Mr. Mitch Nickolds, Building Official City of Tukwila March 6, 2014 File No. 262014.005/00101 Page 8 16. Calculations do not appear to be provided for the design of the reinforcing for the 42" diameter x 11'-0" deep pier footings per detail 3/S-2. Please provide calculations for the design of the reinforcing of the pier footings. Vertical 17. Details 1/S-4 and 10/S-4 indicate that the wind brace and fascia at edges parallel to beams are to be supported by the ceiling panels. Provide calculations substantiating the design of the ceiling board to support the wind brace. Provide calculations substantiating the design of connections between the brace and panel and the panel and beam to support vertical and horizontal loads. 18. From Details 2/S-4 and 11/S-4 it is unclear whether the wind brace and fascia at edges perpendicular to beams are to be supported by the beams or are to be supported by the ceiling panels. Provide calculations substantiating the design of the wind brace/parapet system including member sizes and connections. 19. The Gran Prix ceiling panel information on calculations page 108 indicates that four fastener locations, each with a #14 self -tapping screw, are required for the panel to purlin connection for a live load 30 psf and above. Detail 6/S-4 specifies three connections per panel, each with a #12 screw. It appears that the panel to purlin connection may not be adequate. The drawings may need to be revised. Please verify. Lateral 20. Calculations page 106 notes that the ceiling panel is not used as a diaphragm. As the ceiling panel is not a diaphragm, it appears that there is no lateral load path to transfer forces to the beams as the dead load is applied from the ceiling panels and fascia. The intended lateral load path should be clarified. 21. Sheet S-3 shows the canopy framing plan. Calculations do not appear to be provided for the design on the W12x30 ceiling joists, W14x30 beams, and the HSS2-1/2x2-1/2 braces. Please provide calculations verifying that the members have adequate capacity to resist design forces. 22. The RISA-3D analysis on calculations page 50 does not reference current codes. The RISA-3D analysis should be revised to for the current codes and resubmitted for review. The structural design may need to be revised. Please verify. Reid iddleton Mr. Mitch Nickolds, Building Official City of Tukwila March 6, 2014 File No. 262014.005/00101 Page 9 23. Design parameter calculations on page 3 indicate a fascia dead load of 5 psf. Ceiling panel calculations on page 106 indicate a fascia dead load of 12.5 psf. The discrepancy in weights should be reconciled. The seismic weight and shear values of the structure may need to be revised. Please verify. 24. Calculations do not appear to be provided for the connections between the HSS braces and W12 members as shown in Detail 7/S-4. Please provide calculations for the connections between the HSS braces and W12 members. 25. Calculations do not appear to be provided for the connections between the W12 ceiling joist and W14 beams members as shown in Details 3/S-4 and 8/S-4. Please provide calculations for the connections between the W12 ceiling joist and W14 beams members. 26. Calculations do not appear to be provided for the flange braces and the connections to the W12 ceiling joist and W14 beam as shown in Details 3/S-4 and 8/S-4. Please provide calculations for the design of the flange brace and connections. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Existing Building Code and International Building Code as they relate to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Corbin M. Hammer, P.E., S.E. Senior Engineer Katherine R. Brawner, P.E. Project Engineer cc: Kendall Williams, MulvannyG2 Architecture (by e-mail) Russell Hazzard, MulvannyG2 Architecture (by e-mail) Gerald Mele, Gerald Mele & Associates, Inc. (by e-mail) Mitch Nickolds, City of Tukwila (by surface mail and e-mail) Brenda Holt, City of Tukwila (by e-mail) ehw\o:\doc\26\planrevw\bellevue\13\t001 rl .doc\krb Reid iddleton ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0047 PROJECT NAME: COSTCO GASOLINE SITE ADDRESS: 451 COSTCO DR Original Plan Submittal Response to Correction Letter # X Revision #_ DEPARTMENTS: Building Division Ej Public Works Fire Prevention Structural it)S•iGi Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/03/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 07/01/14 Approved with Conditions Denied (ie: Zoning Issues) fP)v� n� �UYyu1 REVIEWER'S INITIALS: DATE: PermitCenter Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0047 DATE: 02/05/2014 PROJECT NAME: COSTCO GASOLINE SITE ADDRESS: 451 COSTCO DR X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Al(A)( s�M ire Prevention Structural Awu mac' %- 19 Planning Division e • Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/11/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required El (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 03/11/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PROJECT NAME: GGO D NL PERMIT NO: SITE ADDRESS: i-tk GA ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT LS 1 �s (e V-A Summary of Revision: dj, eci- 2 Qt 'Vp PSG Pry 1 Received by: 614 yi 5 k,�,c ., REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please pnnt) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please pnnt) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: please print City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: May 29, 2014 Plan Check/Permit Number: D14-0047 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTER Project Name: Costco Tukwila WA Fuel Facility Expansion Project Address: 451 Costco Drive, Tukwila, WA 98188 Contact Person: Kendall A Williams Phone Number: 425.463.1252 Summary of Revision: Revision of the new Gilbarco Encore 700S Series Dual Product Dual Nozzle Dispensers ENC700NG4 to Gilbarco Encore 700S 3 Pruduct Dual Nozzle Dispensers ENC700NLO in anticipation of diesel to be installed later in the year (once permits have been approved). ❑ Response to Incomplete Letter # RECEIVED ❑ Response to Correction Letter # CITY OF TUKWILA ® Revision # 01 after Permit is Issued MAY 2 9 2014 Sheet Number(s): T-1, T-2, T-4, and T-5 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Ce ter by: -)A.A. Entered in TRAKiT on 05- 761 1 I i C:\Users\Jennifer-m\AppData\LocarMicrosofhWindows\Temporary Internet Files\Content.outlook\DSTRCME6\Revision Submittal Form.doc Revised: March 2014 PACIFIC NORTHERN ENVIRO CPRP Page 1 of 3 0 Washington State Department of Labor & Industries PACIFIC NORTHERN ENVIRO CORP Owner or tradesperson PARTRIDGE, JOHN WILFRED Principals PARTRIDGE, JOHN WILFRED JABUSCH, STEVE EDWINPARTRIDGE, VICKIE VERLYOUNG, LARRY LEOARNOLD, DAVE W (End: 01/01/1980)WALDSCHMIDT, DAVE A (End: 01/01/1980)PACE, LOREN (End: 01/01/1980)QUIRK, JOE (End: 06/30/2010) Doing business as PACIFIC NORTHERN ENVIRO CORP WA UBI No. 601 217 845 1081 COLUMBIA BLVD LONGVIEW, WA98632-1024 360-423-2245 COWLITZ County Business type Corporation Governing persons DIRK BARRAM GARY HEALEA; JOE QUIRK; JOHN W PARTRIDGE; .IOHN WII FRFf) PARTRIr)r,F• License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. PACIFNE022MH Effective — expiration 07/08/1998 — 07/01/2014 Bond Fidelity & Deposit Co of MD Bond account no. 09053257 Received by L&I 05/31/2011 $12, 000.00 Effective date 08/30/2011 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601217845&LIC=PACIFNE022MH&SAW= 04/14/2014