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Permit D08-243 - SEGMENT 1 - MCDONALD'S - RESTAURANT BUILDING
D08-243 McDonald's 15210 Tukwila International Boulevard Due to the file size, this record has been broken down into 4 segments for easier download. Click on the following links to review the permit segments: Segment 1 - McDonald's D08-243 Segment 2 - McDonald's D08-243 Segment 3 - McDonald's D08-243 Segment 4 - Plans - McDonald's D08-243 MCDONALDS RESTAURANT 15210 TUKWILA INTERNATIONAL BL D08-243 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08-243 Occupant/Tenant: MCDONALD'S RESTAURANT Building Address: 15210 TUKWILA INTERNATIONAL BL, SUITE NO. Parcel No.: 0043000096 Property Owner: COMISKEY ROBERT C/O MCDONALD'S , 18161 NORMANDY TER SW 98166 Use: RESTAURANT Occupancy Group/Division: A2 Type of Construction: VB Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 150 G TE BUILDIN OF CIAL THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cityikf Tukwila r Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 0043000096 Permit Number: D08-243 Address: 15210 TUKWILA INTERNATIONAL BL TUKW Issue Date: 08/25/2008 Suite No: Permit Expires On: 02/21/2009 Tenant: Name: MCDONALD'S RESTAURANT Address: 15210 TUKVVILA INTERNATIONAL BL , TUKWILA WA Owner: Name: COMISKEY ROBERT Address: C/O MCDONALD'S , 18161 NORMANDY TER SW 98166 Phone: Contact Person: Name: DOUG BATES Address: 12131 113 AV NE, STE 103 , KIRKLAND WA 98034 Phone: 425 242-2411 Contractor: Name: SPECTRUM ENTERPRISES LLC Address: 9810 48TH AVE EAST , TACOMA, WA 98446 Phone: 253 539-4766 Contractor License No: Expiration Date: DESCRIPTION OF WORK: CONSTRUCTION OF NEW 5483 SF RESTAURANT. PROJECT ON VALLEY VIEW SEWER AND WD #125 WATER. Public Works activities include: FRONTAL IMPROVEMENTS ALONG S 152nd ST (CURB CUT/ACCESS/SDWK, ONE STREET LIGH), STREET USE, LAND ALTERING, EROSION CONTROL, STORM DRAINAGE, GREASE INTERCEPTOR, DDCVA/FIRE VAULT, POSSIBLE RIGHT OF WAY RESTORATION. Value of Construction: $801,066.30 Fees Collected: $30,163.55 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 4 **continued on next page** doc: IBC -10/06 D08-243 Printed: 08-25-2008 City ATukwila 1 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Permit Number: D08-243 Issue Date: 08/25/2008 Permit Expires On: 02/21/2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Y Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 2500 c.y. Fill 2100 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Y Y Water Main Extension: Water Meter: N Private: Public: Profit: N Non -Profit: N Private: Public: Permit Center Authorized Signature: Date: tb(' 40(-1 I hereby certify that I have read and a 'ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. The granting of . - rnu does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t e perfo ance of work. I uthorize sign and obtain this development pe 't. Signature: Date: S/G Print Name: ci u J _r_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D08-243 Printed: 08-25-2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 0043000096 Permit Number: D08-243 Address: 15210 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 04/30/2008 Tenant: MCDONALD'S RESTAURANT Issue Date: 08/25/2008 1: 2: ***BUILDING DEPARTMENT CONDI'I'fONS*** 3: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 5: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 6: The special inspections and verifications for concrete construction shall be required. 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: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 13: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 14: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 15: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 16: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King doc: Cond-10/06 D08-243 Printed: 08-25-2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us County Department of Public Health, (206/296-4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 17: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 18: All wood to remain in placed concrete shall be treated wood. 19: Masonry construction shall be special inspected. 20: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 21: Manufacturers installation instructions shall be available on the job site at the time of inspection. 22: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 23: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 24: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 25: 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. 26: ***FIRE DEPARTMENT CONDITIONS*** 27: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 28: Provide minimum 20 ft. inside trurning radiuses at entrances from street. 29: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3-2.1) 30: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mrn) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mrn). (IFC 906.7 and IFC 906.9) 31: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 32: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the doc: Cond-10/06 D08-243 Printed: 08-25-2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 33: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 34: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire -extinguishing system installed in accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire -extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 35: All new automatic fire -extinguishing systems and all modifications to existing automatic fire -extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 36: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 37: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 38: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 39: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 40: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established m section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 41: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes m case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1006.1, 1006.2, 1006.3) 42: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot-candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on-site generator. (IFC 1006.1, 1006.2, 1006.3) 43: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) doc: Cond-10/06 D08-243 Printed: 08-25-2008 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 44: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 45: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 46: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 47: U.L. central station supervision is required. (City Ordinance #2050) 48: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 49: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 50: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 51: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 52: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinlder systems shall be electrically supervised. (City Ordinance #2050) 53: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 54: Maintain minimum 40 degrees F. temperature in all areas to prevent sprinlder pipe from breaking and causing unnecessary damage. (NFPA 13-7.6.1.3.2, NFPA 25.5.2.5) 55: All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. (NFPA 13-6.7.4.1, 6.7.4.2) 56: A supply of spare sprinlders (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinlders shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13-6.2.9.1, 6.2.9.2, 6.2.9.3, 6.2.9.6) 57: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". (NFPA 13) 58: The fire department connection (FDC) shall have a downward angle bend between 22.5 and 45 degrees, with a 5 -inch Storz fitting(s) and Knox FDC locking Storz cap. (NFPA 13-6.8.3) (City Ordinance #2050) 59: The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. 60: Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 foot clear space in front and to the sides of the connection, be appropriately signed and protected from potential vehicular doc: Cond-10/06 D08-243 Printed: 08-25-2008 damage. • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 61: Fire department connections (FDC's) shall be located within 50 feet of a fire hydrant. 62: Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete or concrete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3-3 1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. The 4 -foot circumference around the hydrant will be a level surface. (City Ordinance #2052) 63: Fire hydrants shall conform to American Water Works Association specifications C-502-54; it shall be compression type, equipped with two 2-1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1-1/4" Pentagon open -lift operating nut. (City Ordinance #2052) 64: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 65: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 66: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2051) 67: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 68: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 69: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #2051) 70: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 71: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 72: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 73: In occupancies of Groups A, E, I and R-1 and dormitories in Group R-2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 74: Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 45,000 lbs. 75: New and existing buildings shall have approved address numbers, building numbers or approved building identification doc: Cond-10/06 D08-243 Printed: 08-25-2008 City of Tukwila • • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 76: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 77: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 78: To schedule all construction fire -related inspections send an e-mail to fireinsprequest@ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 79: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 80: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 81: ***PUBLIC WORKS DEPARTMENT CONDITIONS*** 82: Minimum 48 hours in advance applicant and/or contractor shall call (206) 433-0179 and schedule a Public Works preconstruction meeting. Work shall be coordinated with City of SeaTac, Valley View Sewer District and Water District # 125. The contractor must notify the City Utility 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. Since more than one (1) acre of land will be disturbed as part of this development, applicant shall obtain a Construction NPDES permit from DOE. 83: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433-0179 of commencement and completion of work at least 24 hours in advance. Applicant shall sign an Authorizaqtion of Special Billing Form for after hours and/or weekend inspections and City Operations and Maintenance staff work. 84: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 85: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the building. 86: Permit is valid between the weekday hours of 7:00 a.m. and 3:30 p.m. only. Applicant shall execute Authorization of Special Billing form for any after hours and/or weekend inspection and Public Works maintenance staff work. 87: 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) and work zone. Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 88: Any material spilled onto any street shall be cleaned up immediately. 89: Contractor performing work inside the City Right of Way shall have a valid Business License with the City of Tukwila. 90: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. doc: Cond-10/06 D08-243 Printed: 08-25-2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 91: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 92: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 93: The site shall have permanent erosion control measures m place as soon as possible after final grading has been completed and prior to the Final Inspection. 94: Driveway modifications on S 152nd St shall be constructed in accordance with City standards. Driveways along Tukwila International Blvd shall be under City of SeaTac jurisdiction. 95: Driveway shall comply with City commercial standards. Driveway width shall be a 25 minimum and 35 maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 10'. 96: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 97: Sidewalks and curb ramps along S 152nd St shall comply with City standards; Tukwila International Blvd frontal improvements under City od SeaTac jurisdiction. A separate ELECTRICAL PERMITfrom City of Tukwila shall be obtained for one (1) street light installation on South 152nd Street. 98: All double check valve assemblies shall be approved by the State Department of Health. 99: It shall be verified in writing to the Utilities Inspector that the landscape irrigation system contains a State Department of Health approved double check valve assembly. This shall be done prior to the Final Inspection. 100: The new FRONTAL IMPROVEMENTS along South 152nd St shall be turned over to the City along with appropriate paperwork documentation prior to the Final Inspection. 101: Prior to final inspection applicant shall execute a sanitary sewer easement for City sewer system crossing McDonald's property. Applicant and/or property owner shall rescind any other easements that are no longer valid due to completion of the new construction. 102: Since more than one (1) acre of area will be disturbed as result of this development applicant shall obtain a construction NPDES permit from DOE. 103: Tukwila Plumbing inspection is required for water service between the WD #125 water meter and the building since WD #125 does not inspect downstream of the meter. 104: Prior to final permit signoff applicant shall record with King County Recorders Office storm drainage manual that spells out owners maintenance responsibilities. Applicant that pay the recording expences. **continued on next page** doc: Cond-10/06 D08-243 Printed: 08-25-2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. Signature: Date: Vr:e, -pd r Pant Name: L --pd �./ Gt G /�ir�-.'� ordinances governing or local laws regulating doc: Cond-10/06 D08-243 Printed: 08-25-2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tuk-wila.iva. us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. P V,,,,b()-----740 (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION }� King Co Assessor's Tax No.: �4�7occzich i x,90 �tLA l� M"'�ilkl' Suite Number: Floor: Site Address: tF a. -o . 1�t�.,•..ti7 New Tenant: ❑ Yes Q(..No Tenant Name: Mc.. Dona.ke - Gots-P. LL L Property Owners Name: ML 17c,.agc_c Glsrrv. L4 C_ Mailing Address: 12.13 1 113 KE .5u1tC..% City State eo3zf Zip CONTACT PERSON who do we contact when your', permit is ready to be issued Name: 'c Day Telephone: 42. . 2.42- Z41 1 Mailing Address: 12131 113 i‘••• 4s11- N1E- Sca'rst 1 o-% IG4 oic- 9 tacz( City State Zip Fax Number: 436. 2AZ . ZA 8 E -Mail Address: cte1..29 .bcelcg C++✓ vS . r^^ co . Go r••-. GENERAL CONTRACTOR INFORMATION— (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 1 S? 0 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: I fl PA4LMAtJV-4... Mailing Address: -700-7 DNscauem, $L J D Contact Person: CAWASTO QFll..lti iG Ve gGM LAC. E -Mail Address: City OF{ State A?,017 Zip Day Telephone: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: p. Q, S. --rue, m6 C_=avtc-vcer-a M. s IM c_ Mailing Address: IO6,64 Ne- ?SEs;►. SJCAu4.� 410 Contact Person: 124w1c, C.S+6F-1 - E. E -Mail Address: r iok. a is o r..lo - c i s. Q: \Applications\Forms-Applications On Line\3-2006 - Permit Application.doc Revised: 9-2006 bh c,p ...•, IGe c.4...+ City State Day Telephone: 4z 82,7 306,7 Zip Fax Number: 4z -s- 82,7 ?f1 LA Page 1 of 6 11 -I • • BUILDING PERMIT INFORMATION -.206-431-3670 Valuation of Project (contractor's bid price): $ oon Scope of Work (please provide detailed information): - Existing Building Valuation: $ 1:3 I4•12 IMA $ CMM cstlewt ['its AJ .w Q.'t AA. 1Z.A441—Ca-V�L. P nA-cr) Will there be new rack storage? ❑ Yes Z. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below lat.Floor . Existing Interior Remodel Addition to Existing Structure New Type of Construction per BC - > Type:of Occupancy per • 'IBC Sri o3 VG A2� . 2nd`Floor Floors thru Basement: •`. _ ,Accessory Structure*.: Attached Garage Detached Garage , Attached ;Carport .Detached Carport;. :Covered Deck. UncoveredDec PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 4 Compact: 1 Handicap: Will there be a change in use? ❑ Yes L 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 2 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. Q: 1Applications\Forms-Applications On Line13-2006 - Permit Applicenon.doc Revised: 9-2006 bh Page 2 of 6 • • PUBLIC WORKS PERMIT INFORMATION -206-433-0179 Scope of Work (please provide detailed information): t e414.0 /IMeswot-kcri 4 Ceoi ttur c-touc.r cF N*3.4 t pr .,, Ott"..otr4 c- s,r1.r� e., ib►�a OWovo.S#41S S.IT7 5€4.61 r 11'*W SCOscduat... "42404N.wG,_ t.pT• Call before you Dig: 1-500-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila Z... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate B'... Va1Vue ❑ ...Sewer Availability Provided ❑ .. Highline ❑ .. Renton ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submittedwith Application (mark boxes which apply): 8` --.Civil Plans (Maximum Paper Size — 22" x 34") J2] ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right-of-way V ...Total Cut 2.64 4" 0...Total Fill Z, (O C 8 ...Sanitary Side Sewer ...Cap or Remove Utilities 2...Frontage Improvements ❑ ...Traffic Control 2 -::.Backflow Prevention cubic yards cubic yards Fire Protection Z .. Geotechnical Report 0 -- Maintenance Agreement(s) ❑ -..Traffic Impact Analysis 0 ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) . Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone 7.. Storm Drainage ❑ .. Abandon Septic Tank 0 .. Curb Cut 2.. Pavement Cut 0 -- Looped Fire Line Irrigation ./ " Domestic Water 12r...Pennanent Water Meter Size.-. ❑ ...Temporary Water Meter Size .. 0 ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ 0 ...Water Main Extension Public If WO # WO # WO # Private Private Vi .. Grease Interceptor 0 .. Channelization K.. Trench Excavation --Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Day Telephone: City State Zip Q:WpplicationstForms-Applications On Line \3-2006 Permit Application doc Revised: 9-2006 bh Page 3 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER AUTHORIZED GENT: Signature: Date: 14. 30.0g Print NamCDay Telephone: Gt 1i 1i12.7 3 0 J Mailing Address: 10 (o 4 -A) 3 % 9 1 .Cog molL t21 . ? 9 eo3.3 City State Zip Date Application Accepted:04 Date Application Expires: Staff Initials: 970 ,,(1) Wk -,0 09 5 jr- Q:\Applications\Forms-Applications On Line\3-2006 - Permit Application.doc Revised: 9-2006 bh Page 6 of 6 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME- I P' 'oca„„A -'p s, PERMIT # 1)(771- 2-44 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 $250(1) Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume Enter total fill volume ZZw cubic yards cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51— 100 $23.50 101— 1,000 $37.00 1,001 —10,000 $49.25 10,001 — 100,000 $49.25 for 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 (4) $ (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, whici&sC .,ED attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. CITY OF TUK1AALA APR 3, 01008 PERMIT CENTER Approved 09.25.02 Last Revised Jan. 2008 1 0903501-1 0105 02/04/2009 001 101 DCD Permits F'lu.s_. - General Fund $660.000 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0043000096 Permit Number: D08-243 Address: 15210 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 04/30/2008 Applicant: MCDONALD'S RESTAURANT Issue Date: 08/25/2008 Receipt No.: R09-00193 Initials: User ID: JEM 1165 Payment Amount: $60.00 Payment Date: 02/04/2009 12:59 PM Balance: $0.00 Payee: SPECTRUM ENTERPRISES TRANSACTION LIST: Type Method Descriptio Amount Payment Cash ACCOUNT ITEM LIST: Description 60.00 Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 60.00 Total: $60.00 PA1'MEN7 RECEIVED doc: Receiot-06 Printed: 02-04-2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www. ci. tukwila.wa. us SET RECEIPT RECEIPT NO: R08-03043 Initials: JEM Payment Date: 08/25/2008 User ID: 1165 Total Payment: 22,156.23 Payee: MCDONALD'S SET ID: 0825 SET NAME: MCDONALDS SET TRANSACTIONS: Set Member Amount �D 8 243 20,104.73 D08-274 2,051.50 TOTAL: 22,156.23 TRANSACTION LIST: Type Method Description Amount Payment Check 40192249 22,156.23 TOTAL: 22,156.23 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT/INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES 000/322.100 6,658.23 000/322.100 250.00 000/342.400 7,855.00 000/345.830 2,325.00 000/386.904 9.00 104.367.120 5,059.00 TOTAL: 22,156.23 ,;`TF3 J8'2: 9710 TOTAL 2212f6.23 Doc: RECSETS-06 • City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.cidukwila.wa.us RECEIPT Parcel No.: 0043000096 Permit Number: D08-243 Address: 15210 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 04/30/2008 Applicant: MCDONALDS Issue Date: Receipt No.: R08-01429 Payment Amount: $10,058.82 Initials: JEM Payment Date: 04/30/2008 02:57 PM User ID: 1165 Balance: $11,365.73 Payee: D.R. STRONG 'TRANSACTION LIST: Type Method Descriptio Amount Payment Check 6613 10,058.82 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW 000/322.100 000/345.830 000/322.100 000/342.400 000/345.830 000/345.830 130.77 3,875.30 250.00 223.50 49.25 5,530.00 Total: $10,058.82 1860 05/01 9711 TOTAL 10058 82 rior.• Re.re.irit-OA Printari• (14-3(1-2008 City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206-431-3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section 1 - to be completed by Developer Name of Development: i4 c (? IJ 4 -c 12--e-s7-1,44-424-AIT Date: RI k/le,►!i Address: J Z/ �i'-c. t-* kJ y �' S Permit No.: ?)c s - X 43 Release should be sent to: Name: G; ,Zv/.4/Z`' 1 Address: 57 `0 113 .6•14 l City/State/Zip1 -4c ru A f t<.%4 `j g'44,6 Phone Number: 2 4747 Description of items to be completed (reference plans/documents where items are described): s f Z o GJ M a Ai % S As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: 4py_t - 3t) , or risk having the City use these funds to carry out the work with their own contractor or in-house mar power. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of the - un•,.. Signed: Title: /61 SC), Section 2:— to to completed by City staff Signed:1 Amount:, $ /0,4V.00 Cash/Check THIS'FUND'IS;AUTHORIZED TO BE ACCEPTED Department Head: Deposited this Date: ❑ Cash Assignment El Bond City Receipt No.: FV1 — OO-ID7 Received By: Section 3 - to be: completed. by Developer All work identified in Section 1 of this form has now been'dmpleted and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent/bond. Developer's Representative: Date: To .be completed. by City staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash/cash equivalent/bond. Inspector: Date: Authorized By: Section 4 - to be completed by City staff Amount Released: $ ❑ Check - Check No. ❑ Cash Equivalent - Letter attached ❑ Bond - Letter attached Date Released: \policy and proceduresNred booMdeveioper's project warranty form Craned: February 2003 Released by: spectrum enterprises IIc 9810 48th avenue east tacoma, wa 98446 253.539.4766 fax 253.539.4767 wa lic: spectel968ma March 16, 2009 RE: McDonald's Restaurant #46-0005 (Riverton #00472) 15210 Pacific Hwy South Tukwila, WA 98188 50 feet of stamped concrete length width total cost total 50 5 250 $6 $1,500 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0043000096 Permit Number: D08-243 Address: 15210 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 04/30/2008 Applicant: MCDONALD'S RESTAURANT Issue Date: 08/25/2008 Receipt No.: R09-00409 Initials: JEM User ID: 1165 Payment Amount: $2,250.00 Payment Date: 03/16/2009 09:07 AM Balance: $0.00 Payee: SPECTRUM ENTERPRISES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 2077 2,250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts BONDS/DEPOSITS 000.239.100 2,250.00 Total: $2,250.00 ,1 .... o......;..1 nC nn AO nnnn INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Q) 243 • _Projgc`. o it A �� f Type o sA-# x () U t! A �.ei Address21 `l V (..� Date Called: l Special Instructions: / Date Wanted:.- -a-.„,,; CJ 9 p.m. Requester: Phone No: ?_S3 -3x79 -2A IC Approved per applicable codes. Corrections required prior to approval. COMMENTS: J /GAJ Inspector: Cf -6Q Date: (01-3 jq $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcentel.,`#100, Tukwila, WA 9 PERMIT. i3f88 INSPECTION RECORD Retain a copy with permit (206)43 ProjecType of l ction: Address:Tic) Date Cal Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: roved per applicable codes. [J Corrections required prior to approval. IMENTS• $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit 2143 PERMIT NO. ss proiecC\ , 0.041,` kelt Type of Inspec) n:p (1Addres asn"j' Address: : 15 Ti 1 • K. Date Call€d4 (Q ili 09 Special Instructions: Date Wanted: CQ � �� ja.r�� Requesterr‘ Azoitt) Phone No: 53 — 377 .-4-)5 ElApproved per applicable codes. El Corrections required prior to approval. COMMENTS: Felovled ode d d Inspector: Date: /z o Q II$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: [Date: 1:1OI03dSNI S)1 OM OI18ld 5 z m q c. r r E S -f- h N rn l0_ iT 9- 0 Q 1 c, 0 O S1 r. L r rd f> �4- h ' 16, S h -4-- a V' r, 9- S 0 0 m 0 0z z 0 n m O W D 0 0 03 m Ln (1) O' --J 4 m 0 D m 'ON 1IWbJ3d El emac) 0 _. N cad o n -n d ▪ pc co 7 - , 2r cc • c� n r 7 p z El = 'z cc DI EL 33 z 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit .bsa 2173 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: hitiiiOit/q/7g Type of Inspection: j / 4- Al /— J34`4/4vi.u,�- Address: /z 2 I 7 , Date Called: Special Instructions: • y m� Date Wanted: C:.J 3_ i y- d 9 p.m. Requester: Phone No: --- -?—_3 2? -7(1/5- / 'Approved per applicable code . /'A Corrections required prior to appro COMMENTS: CO L J 4c 13 At7 4)73d, to 1 L it.41,4, Nati , r -. I ., 1. . . . _.j r) Rdt (lair (kfl 6,115 ivili14,1a1A 6 Hli i ,}11 er1 (A f f )tiid p (1) Pr IA C Nov( 1, 1-) f 3 (hones' 6 VI A it'4• ) I pa c-fi1,v ?PIS i1/2* inatA 1�r 153'?, /V cy ‘')% ilfv1 Al 3 th wait 1, 414 ear+ (0 1..,;. Inspector: Date 311511 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ).V oti co INSPEC1ION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 • Project: f %i C f�or1Ga al S Type of In ection: i. Gt.) 4-1Sl, ig; / O % 3 - K1.eerk c,i de (vo.kk., (epa r5 an A- IAe- Date Called: 3//.:4/0? / ? Special instructions: QX r�OUSe'",� •? Date Wanted: a3/13%Ucj p.m. Requester: c2C Q( 1-e'' Phone No: A- 077---;25//S Approved per applicable codes. Corrections required prior to approval. COMMENTS: - K1.eerk c,i de (vo.kk., (epa r5 an A- IAe- Cotler o� (S2 T'V . ,awl%4" - Conk • rod- v r (e.o(ace d ci r -e 4o.-, v ek `ri ,kW t (aL efail,a1. a rot S - 'i'`viok.(eof o - P& ..'t o ✓r cae (,vokJk (.e r rs . Inspector: Yi Date: 3 (13(0 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: T7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 44 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 DO -243 Projec :Type (l) d/viiLl1$ Approved i - of Inspection: A.--/iv.41 -e51,,,/e/ S n Q,... j41:11.. Address:_ /s2 /0 %~1 j Date Called: r Special Instructions: . , ) ilt f Date Wanted: _ — / 7- a 5 p.m. Requester: c.1 J7 -rt-) Phone No: 2 -377 -291‘. --- —377-291s A f e r Approved per applicable codes. Corrections required prior to approval. COMMENTS: S n Q,... j41:11.. 6 f -'l U A( 04 p t- bitL' a j -,',P .)>' ,)A../1—i`'-ir-,A._ p( 4NAA'Al -) 4?�4rA ..1,n . } C (ti_ -i 1 k 1l it/ 1T i� , � 1. In) � / i1!'',kIf-d;, UI;./l , ) ilt f �/e *TA SNJ(.:t:P. f.0A,'F-1 1." c.1 J7 -rt-) r V i� • s e -GL e A f e r f r- c Li. n, 4: ,, z A, A AfTti-P f k. f. -V C I c( ! v a L.)/i r j) ,I i Pi Inspec r: ; Date: 3_13_ 1 a ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Proje/.cytt//y:�///��/ n-�/1) . /�A%/� /`�`] CC //♦/.^/�I Type of Inspection: / ,1-6(4--e::4. Address: AQrit �p G 4- •(A( 1---,.A.,41---,.A.,4I1t8r r3' Da called: r , . = �i r Special Instructions: • Date Wante � �3� �61 Requester: Phone No: a5'-37 2'/-51 ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: 76 7) for 21 O4 S 0^ / f . 1/ h K___ `R) b FpJ3 (7 /j i\iE4.t. F,'r( F; is i - 2 kJ ee.eC( PsiB(;' war(f s r�nQI I3 i& P rA' A; A i !" r n4 ( AQrit �p G 4- •(A( 1---,.A.,41---,.A.,4I1t8r r3' -)(-0I PX f P 11 -X"(`a r or �)lf'TIA10c t', tiLT I) c 5`� (- # j L � kAL.�A 5-1---0-1,1O(L.,PA C. )A'a nl f -1 Ri , j 0 J . 6 'e_ r..) TO A- �r aJ ()A ,`I-.- /' S;i A r ,i1 )-(\3/f -i1,. , T P 1 r e op . M7-ik e-�- / d d e l r 'x (, A7'. `h '9l / A J-( r? 0l, El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Spite 100. Call to schedule reinspection. Inspector: Date: 2 3 _ Receipt No.: Date: Absomwe W a£ i $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tor INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. 413. (206)431-3670 Pro1jnectegia...0 I_ S Type of Innion#i n �I►C1J A dress: �S �.b0(1 Date Calledd: Special Instructions: P Date Wanted: a. [� p.m. Requester, (vim(0 + Phon o_ .. 371-; i.5 ElCorrections required prior to approval. COMMENTS: 1 ruled? 4 , 4174-- repair 4- re. C. ,eo4 --. T. vkalb - 14ded , oak- cprop 1e -4-e - Fw7kCec, - VI00.1eak - ri0c ed - F,ra%i Inspector: tis Date: 12 fo 1 Receipt No.: Date: "44isoeittlge..,'MathiPs> Ater 4" • Pout, tLL r3EF L�4 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Do% -243 PERMIT NO. (206)431-3670 Proj1 Y' )044. i d c (, Type p.fVU.) Q i I v I �j � I vl ex, Address: 152(6 Ti(j Date Called: 2120/01 - P. 'gate J, -1e,4- repor-1- rere-uppr Special Instructions: Date Wanted: (alga Reque ter: &'-C d r -Cfo4+ e (,41Prot, er. k, e-4- Phone No: it S - LA11-441 A cIr-'- l 1' -Ct11 r.rr45 ❑ Corrections required prior to approval. COMMENTS: cr ileN (SPO( - 1°video( , IllUt (ornf(.e--z - P. 'gate J, -1e,4- repor-1- rere-uppr - Prated — Pe$ d l 4 . com p (e -Iran 1-4 (2 4 5+ -Cfo4+ e (,41Prot, er. k, e-4- 0,1 i5-2-4-4 1 re.c,l:724- rrf S - LA11-441 A cIr-'- l 1' -Ct11 r.rr45 u);14 r iii 14 AV) 0-4- -14 5 f e,oa r4 • Inspector: Date: r 2- ° 1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit � 0*- 243 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projec : Q l iMe 60A A'{ dt f Type ofspecti n: t, A. LA plkAddressDateCalled: codes. Corrections required prior to approval. Special Instructions: Date Wanted: .2.0, Ca.m. 2 Requester: Pho?53-3'?'1-i115 Approved per applicable codes. Corrections required prior to approval. COMMENTS: �Lg<<fil Ityll- i^17)&114. 11,O Atel 0 I. 0" Inspecto (IN 60.00 R INSPECTIO Date:213 31 Di 0 $ N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 o-2.4.3 Project: C Type of Inspecti n: t., .` °— /t) Address: A ' Date Called/ k7 ,�4. Special Instructions: r Date Wanted:'"7 .0 ,.m. Requester: PhoneNodA J3Iri 7.1 15 EDApproved per applicable codes. Corrections required prior to approval. COMMENTS: 01( 5 lc Cal) r W.•-;- 5 -t -b(.2-1&/ k.,._/1/- (0 r.e, •r J/\ S`7-• no- t '. ZrAr44) (f.,5 D A ' h-- 1 6 of, (-J I Lhia ({ �ki J J1 -t k IrlAf L#)ed-A A. teJP A ' vSAki?< *(t) (...,,--'v6Lel—or i,p1/41 co_e_A kW KA_ A,er eiLipitsi-ee 1)-4,-! . et,S(.0,6"1 j --/Q1 ou-cs o - Inspec}'or: Date 0 LI$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: /( ,OL s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Da -243 ProjeA n 6A A j fk,ts Type of Spection: zigC 1 e at. Ce .f. Addres3:z i `+ T p Date Called: 1 Special Instructions: / Date Wanted: Z - 9 ' v _a.m. p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 e at. Ce .f. e.<i^ . 4 ski. �./C�, / 0J-er - 1 0K -TA) e.-ouP- _f Inspect Date: -2 l 01 r LI $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r 410 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit ov8--213 PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-367 Project: + Pe. 1 u" A t di r Type of Inspection: .xT , w4 -f i Sslve,4 l till Address: Date Called: � . /A -ST"-- orT i-1 wA f 'v/ l-6 — a i f -_-_,,f- (- ".....,-,_ A_ " i ...7 Special Instructions: Date Wanted:' 1 .' % Di • -a.M.- p.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: M -t ( A4 ; 1 , ,� < <t.rI P c7-• _>/'1 h A tie bPPfI z_-0p(Q � . /A -ST"-- orT i-1 wA f 'v/ l-6 — a i f -_-_,,f- (- ".....,-,_ A_ " i ...7 (-7- iv 1 4_7,4 r. I a Inspectorp Date:2 b f ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -W(5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 4- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 !4°-2-y 3 Project: Pl e /44 J5 1).44 , pi Type of Inspection: Sz/Sn va�D t f/ .Ii( Address: /52/0 -t-.. ikr C_A—. 0 k Li Date Called: p Special Instructions: J Date Wanted: / — 4—ac P.m. Requester: ^ ca Phone No: _.z51 -?-577-21/ I ( ❑ Approved per applicable codes. Corrections required prior to approval.} COMMENTS: 1).44 , pi eRil( " kl ikr C_A—. 0 k Li -- p 1 Wit ( ^ ca N J ( ° AAA'' (41- s Ace Ale J.,,pi�.J,`, ( 1) f.IA1 prd)t 1 Inspe Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4! INSPECTION RECORD Retain a copy with permit os -Z43 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-36 0 INSPECTION N //.. Project: y D ML6J/k T� O` S Type of Inspection: ,, pip{ V Jf4t S��C�iC1'�, Address: K2 -IO ir-3 Date Called: 7 Special Instructions: Date Wanted: ► 2---3 d ' 0 p.m. Requester: Phor N l -3 17-z 1 fpproved per applicable codes. Corrections required prior to approval. COMMENTS: T Inspec Date: 1O c/ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 6 .00UZ`f3 ojer . Prib an k a S Type of Inspection: r g Address: ta2r0.,6 Date Called: ilr) l-1' (#p(Ati Special Instructions: /Phone Date Wanted:_ r m W. Requester: 53 _ 3 1) - 2 15 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 „A -P ilr) l-1' (#p(Ati r Inspe or:fruil j< Date: 17 M - d yi 1-7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Projecction n t e/of f j Type I s(v.: e5(1-1( C---c Address: i SZf J TTS Date Called: Y ,. Special Instructions: Date Wanted: 1 — ( ) .%a.m� UL p.m. C� Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. x COMMENTS: ;s Iry Jf '-)1- J? - Ail r �J � � f f! -e -') A s In �'Q y` ?(A Y cv0 r -A--- thftp ; I 1 "t--6-1 4-- r e A e i f gW 01 ,/ e7 'c/ ,,.):v L., 0 s (i/` NJ r4. S ,2ke . Inspttor: Date: ri $60.00 REINSPECTION FEE QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ate- �� --.; . ->_� t. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. NI, Pr*c C_ l Iv�l, 1 j �c Type of Inspection: C t) Address: i ain -ri-g_ Date Called: 121I%/0% Special Instructions: Date Wanted: . . IZ l IZ/O9 Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 9) - °D61.4)/1 SPOLl.4 S in 5401 lied p€ r p f't n s/ de_;v i i 5- Ok to b4c-k-r (f Inspector: ps Date: 1211-1-479N ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION CE- Southcenter Blvd. #100 WA 98188 (206)431-360 6300 4r -t( Tukwila, Doe -0 Y; Projpsk 1('Dom.JA u.Dc. Type of Inspection: r Artii,J(' N. Address: )'.Z1v `1---r is Date Called: AA A AI .13i) 1t T : 5A pS < < ..LeJe '‘. lA) CL C -7b br '\ J J J ,`/1r(f.% Special Instr tions: --72---!")" A til - Afojc iiii Vec.:A-4Requester: 'er. 1 e p,,r-S ri Zip e4:7-.i. Date Wante 12 :%a.[>L. 11 t oe: L �.• • II A T% i -11A 49..) e fife Al 14 -e_ 6.e eA AhefeII "sp b 1,J;(\ � e -J replair,1 0 -wee e.,,1 'MA". h e AA Dl.,9 (.Lf e b(e ' y' PZS _ rZ y 15 EApproved per applicable codes. Corrections required prior to approval.. COMMENTS: 0 6 j J /, O de_ rim c. --(0 . (A -t ^S pe T r kA At. ; /.P,� tteco- r" s °I, spez-m-( ; Aspecr' e4 f (' of`(S l'1, 2r° re ele ,e. : ell (it oA� it-rA c`furA\ ¶tet : \f e:4—=`, ,,,,,,J- 4 AA A AI .13i) 1t T : 5A pS < < ..LeJe '‘. lA) CL C -7b br '\ J J J ,`/1r(f.% AAA ill e-- t A u10)l- (Jr e* 't f,'.� (C (.6 ! 6 �' F A -..n Al 3 v (4 Slip cr,`f : c,A-( t.,t,< 4t To Ku)iL-A 13u : (litsti ,fie pAri. 4):1( AI1)r- P i i .,, 1a) a,\`t[' LI 6Tv )-1) J c r r .44. II A T% i -11A 49..) e fife Al 14 -e_ 6.e eA AhefeII "sp b 1,J;(\ � e -J replair,1 0 -wee e.,,1 'MA". h e AA Dl.,9 (.Lf e b(e ' y' Inspect()Th o Date: j2.`IL ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cell to schedule reinspection. Receipt No.: Date: 1s ),v INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ok-243 PERMIT NO. 1�- (206)431- 6 Project:n, (1)04 /11 J • Type of Innspe tipn'Lt) kit�� A v Address: i s-2 /0 T -r8 Date Called: l Special Instructions: Date Wanted: /1. '/Z'6 p.m. Requester: Phone No: 2,.53– 3'7'7 — /s Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 U N1- )e 11C IL'\ LTJCI Li A ,` ( L\ -Q s n e.--,-4Al-e. 4e. sof1-Yii: ) ALI St --,z, \‘'\ Yr t -.)),k Inspector. Date: ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: by) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit Dog - X43 PERMIT NO. Project. Type of Inspection: Address: IS),Ia T.Lg. Date Called: 17-frf0S a ei dsem-- 1 p Special Instructions: Date Wanted: v : r a ^ (Oros p Requester: Kell!Phone No: JApproved per applicable codes. El Corrections required prior to approval. COMMENTS: ,,D - i ns4wt l e tt a ei dsem-- 1 p fi�,.een 1 GF,33 1 t CS' 'T. Com. +o ha -Ci (1 Inspector: DS Date: 12—I 8 Z18j0$ EJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit -D43 - 43 PERMIT NO. Pro'e t: .T)o1cod S 4'�'i�� Type of Inspections , /..4-_. 1._ t+ Address: ls::._l0 T.1.P . Date Called: i-7 1 4/G$ C13. for . (' k. -fir) back -M1. Special Instructions: Date Wanted: r2_I qrUx a. Requester: cgni rt u� 4o 4%e. -C(oor-Polr►Jc�- Phone No: hd if f. Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,`.D - 4kse_rllyd rorr1ec+ion -Proof) CA S i o -b CLS -a 11 , n v.) d -rrrm Gg-tt (1 4o ex.r.; -Is;ei C13. for . (' k. -fir) back -M1. FL -0 - Di -,,.Sorb e od f r. s4 r c I r -I S on - 4i e_ Qo° e(bol,J he.vie .-{-!n +Ina s lab cgni rt u� 4o 4%e. -C(oor-Polr►Jc�- 206W wie r _ 01‹ 40 hd if f. Inspector: DS Date: , Z' 4 / 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ce INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 t6cg--2,1 M(°Pro�Q �O 3 At �S Type Inspection: )t t ‘ �j iA4111 S leof Address: 1 � — rZ Date Called: Special Instructions: Date Wanted,: I iZ3(vu Requester: Phone No: 2 -^� 5 S --3 7 J' V1' i.5 Approved per applicable codes. Corrections required prior to approval. Y COMMENTS: • Inspector: Yo, Date: t z://g/O e 1-1 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 9� �..._... _ _.9.._ :er9_14.;; - -- .� . _ .. _.._._._... _ _� _ .� �.. _ _.y_adac.:wat- it -16 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. 1.12, (206)431-3670 Pro c : 1 Type of Inspection: _ Address: Z ! U T -1 ) Date Called: Special Instructions: Date Wantp d: p /7/0I/D6 a. Requester: Phone No: 0.53 -i'77 -2V/ - ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: P �( 1l tura 4l . Inspec or: Date: t ) (7 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'moi 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 • . . Projects{ .: / WCf4P /d5 Type of Inspection: C% I� /� Address: ---7--�g Date ailed: Special Instructions: Date Wanted: Cpm,. / ,!f 2-6- Qe p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: p 04 )1z) sL- (4 Le 4 eiA,t, S--, eary4e- )43 Corrections required prior to approval. Date:// z - $60.60 REINSPECT' �r, FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southce ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Project: me vd AJAL /_1 Qt's , -70(4 Type of Inspection: F%7Ai"Al G Address: /s2/O 7Z6 Date Called: —'�ITyc jh r- will( y Special Instructions: ,'. .'., e(I�s`» J AL O i 1.1 i A c:r 3 r .->ll a f ' Date Wanted: ///2�%e a.m. CD Requester: Phone No: 2 -53;37? -7Y/5 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS:Ile A p / n %Cl -r it a I'.k /d1-!Wi1 OA, t, �i f Ivv-•ffer - o A-rr 0 1\--.0 ni &J A Dn 1-_)A1-726) 2- (D 0 6 k) Sl- -.CAS u t / - - JA -TF `Tl.e e ert)I j r 1) v.Aeie,t •, f\ i (A JA -LV- 4b r re_ t,N,SpP (T. JA J4- , cr-e1 uI` V) F Tp ID(- `r-) ;'Sd k h -i /l , ?I: Inspec Date: / ( 2.4 , �c n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: V1 // INSPECTION RECORD Retain a copy with permit Q08-243 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION It-' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 0 INSPECTION NO. Project: //��� %CPS KJOn /!� S ] Type of Inspection: r riQ oil( i U Address: I 5210 7---r• 7 _ Date Called: r Special Instructions: Date Wanted: ll-2/-c'S a.m. Requester: Phone No: 75'377 -1415 EiApproved per applicable codes. Corrections required prior to approval. 10 COMMENTS: 7) 3 .) or- (1.:j fi— Jll) '- ll) ,0 I D e_. 810 ei< M( JUT) <.--A 1 p e_ 'J/ -7—1,j-, ./•- zAi 4, C ejl, 'e --(X -SP4-C__ e _ / o - r i -7-1,J D I L ,AJ ,h, 1.S 6) All l -Tv -\SjY I /—Ur 1iferA-( ,6 i d (----fieit Z, r_.,/ P , S 6 7a LI JA. e 1l x...' r r % 1 1 Inspec� r: Date: i 17 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPE ION NO. INSPECTION RECORD Retain a copy with permit Do e -243 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: MO/a�4-�. Type of Inspection: ��l t s)vtiVtiel Nv.5 %s6 stt Address: S 2-11!) Tom- Date Called: Special Instructions: Date Want� � a �0� G�� Requester: Phone No: 7�.�-'37?-7q 1'S JApproved per applicable codes. Corrections required prior to approval. COMMENTS:pieE.,(7...ii}") � f J um) i)k- 7 6 (..,t)(/L _U(f (fit A e i i i 1 li, Isl. e ,e,,,C C_eP r d I-( Ai �w fr.fr - r u ff .r.I er . d it ,, ip►P g.17-- 1 CLL i4 ti -(el ,A Af fit.. t t,J / .f --%e f I it tl� I V e_ (.4"_ s\! 4 4 _< it r Ili/111S. /t , L) J, (( )J' lv/ 3)(.0 Ute. (11 i :0k&_ 0E-- L,; ( _', C?_ •T4Ht4 4.. A10nr, ,l: /il _va' 0.1 ee/UTI Inspector` Date: l / e 0 ___ El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit 508-zyz) INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 6 Proj�e/4� _ ����, 1 �/ �0 %11 A e - TYP@ ,I q , 4tionC `� w t ..1N�. Q Address: Date Called: ' Special Instructions: Date Wanted: a.m. i1—i-7—off,: Requester: Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1{1-fA- 1.4\7 OF h �J � j. f fl0A - n n(( H t a Inspecto Date: P (a (r) d{v El $60.00 REINSPECTION FEE REQU D._Prior to inspection, fee must be paid at 6300 Southcerftv ., Suite 100. Call to schedule reinspection. Receipt No.: Date: _.�,_.__ Yq INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431- 67 Project: Type of Inspection: -'S30 1 it p Lf. n(ti?-fs 56" wive Address: I�z�o �r Date Called: 1 P ',(4," b 0li'S , 4 t .fur_ A fkeJ l 1 Special Instructions: Date Wanted: ) /11 /.m a.m. Requester: ki, P 5°6 '377-2(11'5 Approved per applicable codes. Corrections required prior to approval. COMMENTS: t a() 001-6tu. —, D/-40 ail -'S30 1 it p Lf. n(ti?-fs 56" wive 0_, -31,4,J.je ,, r-n,f Lnp 0 n chrept 5 DA 1 P ',(4," b 0li'S , 4 t .fur_ A fkeJ l 1 & n1ATC a SA 1^ etcrbr (ANA 1\S� 1T, ko\eS AIR_ i� (1.1kfr 3:x.311 gyn e.__I� A5 c..�r- s 6e- ., s-*Ntii ► ., 5k' ikr IJJA-R c ilI.efe ki, A4 e ( ..f R_...t r i x7. " y 1 I. 4ATe ,,,JA3-1, . -7 ,,,,,,-w 6. <.j b r k Ai 'VT: ) I • •i n I�n :•hi L �1A; A efr I•„ t v\ 4N I .0 J; tton 171r- 6.) IkAM 1 C -A . n 5 t A U -, Inspector Date: LI$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit Doc -3 PERMIT NO. Project: VICDona (01S Type of Inspection: 37) per pion oil -in -P4Lrrc. aroL/+oA Address: / Sa r e 1-.1.R. Date Called: 11/0/08 C.101 1 ( (04 ✓l ecdej /0 afe.-I a it;e1 Special Instructions: Date Wanted: I1 /14/015 p.m. Requester: o Irye. Phone No: 253-3-77 - g.a 15- ❑ Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: SD — C B -4 lb se -F Ar10k ins4afl') per pion oil -in -P4Lrrc. aroL/+oA pt pe . O'- +o Lack -C;(1 C.101 1 ( (04 ✓l ecdej /0 afe.-I a it;e1 G1/4/S4-P,nn per etar, - 0 I -.o back- ; (I - Inspector: DS Date: f I r 4 PO g El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 41, INSPECTION NO. INSPECTION REC RD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Deg -2e6 PERMIT NO. (206)431-3 Project: 111 M4A//9 QS?` Type of Inspection: ,epec€off 5 4/k)t Address5- /Q 7-___LDate Called: Special Instructions: Date Wanted: //— /3.--61 _. p.m. Requester: Phone No:_ 2i/, Approved per applicable codes. Corrections required prior to approval. C MMENTS: ,&FSo,4i'M7 , l'-f4r Date: 6'.''0 REINSPECTION FE�REQUII�ED. Prior to inspection, fee must be id at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. 'Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 VSPECTION RECORD Retain a copy with permit D -143 PERMIT NO1 \ (206)431-3670 Pr ect:/ 1E l S / c•o�ii t 44.15- 1k4 /9 1,in,j pu Type of Inspection: / ,..#,1 DAF S&PC-1W 4 Address: X& (5110 Y Date Called:. rr'a,..., epr,*4 Far 7 Li s eitir W .' o A Special Instructions: 311 V - l An (A° 1 41/ (411 Date Wanted: a.m. Requester: e4 fr1S 1-- ` (0 C1 & . e--.5(— Z - . . Phone Nod - 7 s 3 3.17r1 --2-31/ Approved per applicable codes. Corrections required prior to approval. COMMENTS: jJ + 4t(� re) j 4 ( 0 r f 1k4 /9 1,in,j pu g - a_AL lir ! Qs rr'a,..., epr,*4 Far 7 Li s eitir W .' o A Z RAtTS Qesr r -or (�,r:/) 1;A_.(2_._ I--Asi <. .64471. - ..ms pew e4 tJei xi- i :.0 A - DIA- ArAi e4 fr1S 1-- ` (0 C1 & . e--.5(— Z - . . c_'its /r t re fel: Ms 0 y "s4,k-r. )s 10', v. c, -X .L, i r D 14--� JE A y Spet.4i T••specY" f '"`.S roar,StP4 r A. tJ 44 (_ Inspect( A _ Date: /5- ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r gi• INSPECTION NO. i : yr j I N$�'ECTIONN; RECORD Retard a copy i vit/lpermit • . CITY OF TUKWILA' BUILDING DIVJSION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (20'6) 431-3670 Permit Inspection Request Line (206) 431-2451 �y 93 PERMIT NO. Project: Type of Inspectio Address: Date ailed: Special Instructions: Y_ _t_ L7C ea(Oa-14k pk 5(161/040409 Date Wanted: . a.m. p.m. Requester: Phone No: • El Approved per applicable codes. •a Corrections required prior to approval. COMMENTS: OI +o e _ kbrnc . Inspector: DS Date: n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: i �' net_ If 1 Type of Inspection: 5D Address: 1°' /iO —no Date Called: ii /a 10k Special Instructions: Date Wanted: 1 /4,/oe P.m. Requester: oreae Phone No: a513 -47--7-y/5 Ca If �',r ❑Approved per applicable codes. Corrections required prior to approval. COMMENTS: - cDt -1n ha ck-C► If ck kn4;on <ic.-r rin ti) 1(/1 rf ra;V) rock. Ca If �',r I v1,S CFfan ��rio r 4o 0G C I rl��j ctrl r ar e r- t!iG� � 1,k 1 0 n ` rock . Inspector: t e Date: I (f(CiOS ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i _ ti! `1Pe ` ...trig.•,, "'Bay�y�` ..r• i.. °A-41 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1)o$ -a93 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 D ` Project: C -U a( Type of Inspecti a -r -4c r ("e pcit r'g 40 c4ruc-hA re. Address: Date Called: /0/1C400 I • Special Instructions: Date Wanted: info f 0% p.m. Req ues1vit: (,7�r. ,c; -1-a 614c ic.:' f - Phone Noo::7�_ r �v) ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: oil- site- 40 i/7sPeC-f- ctMtcN;4;Gn Co''. CB -/off (--;4) a -r -4c r ("e pcit r'g 40 c4ruc-hA re. dote 10 texc e5 S-r1e. C (et ckt,' r 5r0Affi;►c,�. _ (co -frac -4Q- ficicec Z ro( br- co/lc/etc—GtFUu /1 7k 4AC.. S4rric4u re - 1c) cit 4S et S(eetic A (e I o S -1'ok-f-C.,. +h e-- , 5 Fru c"f o re - (ii-I-tc, r+4/ _4 lie. _,S -f ruc LA re— . (4e lIrs loofc joc)04 . Ok -Io ,c; -1-a 614c ic.:' f - Inspector: % �t,�j/ Date: ' f o +' � /0 O ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 s6 Project:iii l / C Type of Inspection: A;dres5.1t T I n Date Called: Q Special Instructions: bX j1-) khnRequester�/p Date Wanted:, am. b p.m. 0 (cfO� yl —3) e • � Pah? Kc/)44 5'a'1`I-71 Approved per applicable codes. Corrections required prior to approval. COMMENTS: }U/?/v5 G kiuuke-50( - Pte/1 cadA T«. fit Inspector: r� Date: 1Q// ) F74 $60:00 REINSPECTION FEE REQUIRED. Prior toInspection,be[eJmut be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: arf INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit L4-20 PERMIT NO. PA: ( 0 Mk.J.L0 Type of Inspection: 6ct /tet w• Address: / /0 18/f -C kL1 Date Called: (ICAO- 4(AiN-544 7 15647;114i0:dt Specia Instructions: O440/46)c' Date Wanted: a.m. p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: I%/o ((Y,L`, -J?___-04c. /tet w• 5. /5-Q. ic-( ,cam-<..- 5ekak (.4„ go (11 (,cam S4, /1e4, l� (ICAO- 4(AiN-544 7 15647;114i0:dt ' nt) (J 077-, -fes-Q i, f% "„ p s O440/46)c' ...�1 I4 c t FiAir, r/is “iii J Inspector: 6� Date: /4)/6/4/ _ //4/ ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 [—_jINSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. (206)431-3670 0ovzg3 Project: C 1,0 N (dc Type of Inspection: e -C r.!? Address: f-521() T'I3 Date Called: __, Special Instructions: SpeC;4 l g../w30 1InAN, Date Wanted: 16 l Z i v a p.m. Requester: Phone No: 'mss 3-350 -Y1331 r r Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: 1>40 CP (fr ( 06,Nc+ve-1 ‘C14-1 1 Date: iv (1 $60.0 REINSPECTION F E REQUI ED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit 00v2 -..k) PERMIT NO. Prgjec5 �/���iWWAA�ttlisuo..04 Type of Inspection: s,0 /11-0 fi Stf all t 1 r Address: Date Called: _!/L Vo y Special Instructions: Date Wanted: t ` a.m. P.m. Requster: -,,,� Phone ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: /11-0 fi Stf all t 1 r I v` S 0) rA'IM C'2, 6127c4,, 12-4 rte,(, Cot --v, IU34-4. 9/21/0,6 c-,) (z T (43, s j. C IZ L .1, Ca. -4N Or l JJ/ `D CP) (- - --I )4)'1.469 -,,,� Inspector: 6u Date: 9'..2> d/ Jc3 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f INSPECTION RECORD Retain a copy with permit Dob' -2f) INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: C C Ty� f Inspection: _ Address:Date I S ?_ (O i Called: ,-__ Special Instructions: / Date Wanted:_ // v, a.m...Z`o' p.m. Requester: V Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. '> COMMENTS: 1 i)\J.eX Mk w Art ; S &J T •J` ( ( . rti \L- - S Iti / 6 A". C./ Aeo V a• , A Inspectt: Date: 1-7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . _ - INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. Project PYA, !� )1 Type of Inspection: �� Address: vAj Date Called: Special Instructions: Date Wanted: (� ` / / 2- /09 a.m. p.m. Reques• : co i---y1/4_41Nt. rp,11 Phone No: C.LA,...... 1-2-s. EIApproved per applicable codes. Corrections required prior to approval. COMMENTS: C)! l'13/4) (F) 64 7 S Ce11,u l/LC4:[ Q t 1.1 co i---y1/4_41Nt. rp,11 C.LA,...... 1-2-s. C Q cr( Cit -. cAL- *) CCS Inspector: Date: I El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • wY h/_ *Vpa, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD Retain a copy with permit Z �f ) PERMIT NO. Prole t: C 1014 ‘Date Type of Inspection: &b Address: r 2-'0 J�& Called: 0 II Ca'a.m. Spe al Instructions: Date Wanted: CI)/,� P.m. Requster: PhdN < .•• Approved per applicable codes. D.Corrections required prior to appro .al. COMMENTS: c JIoj,Olt ( - t " A k4 17) ro,20'2. CAt-40-4 Inspector: 6,Ati Date: gII1./0 ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. �( CITY OF TUKWILA BUILDING DIVISION J� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 Project: /17(1 ZWit/fa //.S ,5 ic4Trn17 Type of Insp tion: 47 0 - -5-- � / O 7-2/ w AddresSpecial /-5--VO� Date Called: Instructions: Date anted: /_ 448 p.m. Requester: Phone No: .253-45/-6,75 e, \\XApproved per applicable codes. El Corrections required prior to approval. COMMENTS: r • � 60.00 REINSPECTION FEE RE UIRED. Prior to inspection, fee must be paid at 6300 Southce er Blvd., Suite 100. Call to schedule reinspection. nsper: Date ' /1t eceipt No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)-2.-14$ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: mtrao►,atns Typ of Inspection: Ni � Address: lc i o 116 $ Suite #: Contact Person: --- G,t,� Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' 6to.f, k(zo.t irkt, - 0 tv 9 Needs Shift Inspection: - Sprinklers: . Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: i Occupancy Type: - c Inspector: 4.1AILIAA /s Z_ 4 • . Date: sia o /65 H rs.: - . i $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 j•'M INSPECTION RECORD Retain a copy with permit a 3 INSPECTION NUMBER 2,3 0$-l_•4L PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206-575-4407 Project: fij ' /� A 5 Type of Inspection: Address: 152 10 L• Suite #: T7 !3Contact Person: Special Instructions: Hood & Duct: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: En1c-72- Lr 6,tbq l?C untizarnew - 01L 4;41 Needs Shift Inspection: /5-1z, Sprinklers: ' ? Fire Alarm: 9 Hood & Duct: Monitor: Pre -Fire: Permits: • Occupancy Type: • Inspector:, k f /5-1z, Date: 2 /2 ? /0 9 Hrs.: . $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc. 1/13/06 T.F.D. ,Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD (bpi Retain a copy with permit 68-t - W52 05 PERMIT NUMBERS rdo8-11 CITY OF TUKWILA FIRE DEPARTMENT Moe - zy 4 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: fv c DO iNiA t. 0 Type of Inspection: Hoag / FA / i'rfzrmLC/lV cc -W Address: 52 10 T -4-Y . -St.. Suite #: Contact Person: Special Instructions: Phone No.: proved per applicable codes. C rrections required prior to approval. COMMENTS: —r - Co _ojL _ FeNOIA 6, 81_1)6 Awes Vit- _ t Boot) el TN.Gt - Fi7t Ni,oc._ -- 011. -Trolo st --o a 1 !J 1_-- (“408 -zw i il-1N (2.0ottr► Kt - o it- Hood _& Duct: _. _.,.. -FR-A ------ fid. - a'� - O to - o 1. .. `5. — hi:- . . _ - - - -- .. -- . r, KAnA - MD STMLOF3E O ki GE1II NG 11t1 tie 'AM —'t'hhoU(,1t a IZA- ifs � DEUIC°EE F . 4- : TUB �- .C.1••1 - 6w L • o IL. - • f il,sc. , 14-1/'0,,, r o ! /part - P i Svc i *DE r>=f..T-v ii.4 mos - I 1 Type: Cm- t_r - rnQ LT -r-._E Exyt v - Avg I f'T /fir) 0 /1-- • 4 Needs Shift Inspection: _ Sprinklers: Fire Alarm: . . ©s Hood _& Duct: Monitor; -: pt 4- SPrt-Fire: .Permits: , • ' . .: ,,Occupancy Type: ,���+�� c f,.. Inmector: /A /5rz Date: 2 f l i ©s Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. 'Call to schedule a reinspectir6n.r.• Word/Inspection Record Fonr.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DOE, Z -t3 o -5 -- �# PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: /1/1 c DwNAz.D5 Type of Inspection: Address: /5 2. i o Suite #: —7"-/5 Contact Person; Special Instructions: Monitor: Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: Jhn2 u og - ST> -T C 210 e mu) e N n 2.ii.) a 1420 Ot( - i CaVE-. 1 1. Needs Shift Inspection: . „,1'. Sprinklers: Fire Alarm: _ Hrs.: . Hood & Duct: _ _ _ Monitor: Pre -Fire: Permits: N Occupancy Type: . Inspector: 4. „,1'. a /512_ Date: 12/i /06 Hrs.: . n $8'0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 d v- azaZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 18, 2009 KA No. 066-08281 FEB 25 NV City of Tukwila Attn: Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 McDonald's Tukwila 1'.C. ■.. Tukwila, WA To Whom It May Concern: �O�fliviUNsT ' ag'tieteiPi4tAT Permit No. D08-243 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Masonry • Non -Destructive Examination - VT • Grease Duct • Reinforced Concrete • Lateral Wood Framing To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: McDonald's Corporation, Attn: Doug Bates, doug.batesna,us.mcd.com (pdf) DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. George Spectrum: george@spectrumenterprises.us With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 krazari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION CEIV rr&,N►' FEB 2® MO February 17, 2009 Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: In Process Inspection Report McDonald's Tukwila Tukwila, WA KA No. 066-08281 Permit No. D08-243 Dear Ms. Andrew, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Doug Bates, doug.bates@us.mcd.com (pdf) DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371•(253)939-2500• Fax: (253) 939-2556 08281 Break Cover letter BACKFLOW PREVENTION ASSEMBLY TEST REPORT ACCOUNT # NAME OF PREMISE hal' 004-M lis Commercial LY Residential 0 SERVICE ADDRESS LS /0 /--iiC')v C. /-1/4;Y S CITY .7-6/Z1-4-// 14- ZIP CONTACT PERSON PHONE(. ) FAX( LOCATION OF ASSEMBLY J& "7/2C '- T C r= J3.) X i t L i -"i X l/ 77 i- /El /-/Y /..)jC'4' - DOWNSTREAM PROCESS /IN/ L- •A riC, DCVA 11 RPBA 0 PVBA 0 OTHER NEW INSTALLATION ® EXISTING 0 REPLACEMENT 0 OLD ASSEMBLY SERIAL NUMBER MAKE OF ASSEMBLY (;) MODEL SSL) SERIAL NO. /J20 '% C SIZE i -z INITIAL TEST , PASSED 13J DCVA/RPBA DCVA/RPBA RPBA PSID PVBA/SVBA PSID CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT AIR INLET OPENED AT LEAKED CLOSED TIGHT -7- y ■ IJ PSID LEAKED CLOSED TIGHT ,2, y ■ i LT PSID #1 CHECK PSID DID NOT OPEN AIR GAP OK? ■ FAILED ■ NEW PARTSMI AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID ■ ❑ • ■ IN ■ II ■ ■ • • • IN II■ ■ • LEAKED ■ • • ■ ■ REPAIRED ■ IIICLEANED ■ TEST AFTER REPAIRS CLOSED TIGHT CLOSED TIGHT OPENED AT PSID AIR INLET PSID PSID • PSID ■ PSID #1 CHECK PSID CHK VALVE PASSED ■ FAILED ■ AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No 0 Detector Meter Reading REMARKS: LINE PRESSURE S -5r PSI TESTERS SIGNATURE: • r -�" : c:+ ✓ ..•7 CERT. NO. B-3949 DATE TESTERS NAME PRINTED: KEITH LINDSAY TESTERS PHONE # (253) 531-6000 REPAIRED BY: DATE FINAL TEST BY: CERT. NO. DATE CALIBRATION DATE <2 / :.5 / 0 `j GAUGE #4811111112N MODEL# 213e MAKE: ZUSICEntl SERVICE RESTORED YES a NO 0 rTI,-:Jv Gc/lL/1t NS White: Return to Water District Canary: Customer Copy Pink: Tester Copy ari & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: e)Gt.:�C PROJECT -CbN1%1.0 S -(0n1<.,,=c .F\ LOCATION:.. 152-10 14‘,..1A KRAZAN PROJECT MANAGER. K,E _ ( - OSHPD No. Permit No. CONTRACTOR.'' 5$204^v^ • PERMIT NO- :254S'2 - INSPECTOR; &' rJ Alt. i L- W • . JURISDICTION:. cz e) .aF WEATHER: Cir^ o v1 TEMP: hfq'F NI HIGH STRENGTH BOLTS A325 A490 A Skidmoore test was performed on the 1 -inch Q twits with the following torque readings: % fbetAtSibeaft, lbs./ft ios Average 4erque •reading: �%r Lt? •ib -ift. tension. lbs./ft. i Hi h strength bolt inspection was performed on the 1 -inch bolts at the following locationns: Jzt eve E.a E' Ft«. E 3 CO") FA<6. E(2 . f 1, ' f 'r_fac€ F �F: s'.��.:. .n"--' l J j<zpsj jP1 t~o b/3'3 E fJcf The bo DI DID NOT meet the rMuired 41b9-tertslen• n ANCHORS 0.. %of total Proof Load Torque Test -inch 0 bolts were torque tested to t v Epoxy lbs./ft. tension at the following locations:.. C1 %of total anchors were Ioadtested to IbsJft. tension at the following location 0 ,:.:Visual inspection was performed on, NOTES DISCREPANCIES Pot % COMPLETE .?...SZ n��t Ha.s cikiso. 2f2C-a zi�-�� T 1 �rc of I �' AS 25 )c L V`/ iEt7 LoY tt 413 �. . : 5-0 i � > ) .\)V" :TC't-t t , j E rs:vc ge .re A CS Trus-: 115 i3.�c , �T C(,1oE� 0,3/•'x. n+"v, f te s � Ts6... —f70.7h� Sy fr es As D;c. 7'i Rcsc JXSi.ratr �riSPEP�+�e•. �i ca� i;JEL-0Fr, -4",./ $7,-7649 1$V51— E7/,% y,I • face: 5 E/2 F. Fa(E t 41-E3, t icL.pZ' i % a 66 C.r,rn6'1-67-E pC ierpiat6 ftc-- ,A LS n j .1 -2 -sat¢ t?,J.c'E^'wlGtr,rGf•cv �CAr rSt�.ti• jj .L Pis tC p 1 t - ..wti wAt;� T� A-, 03Fs reell (L f v 1 t�'�� ,a q/o'4 -- To.the best of my_knowledge, the ai e`WAS) VHAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Superintendent/Representative: Technician: 215 West Dakota Avenue, Clovis, Ca 93612 . • (559) 348-2200.. . 226 N. Sherman, Ste •rona, C4 92880 .. • (909) 549-1188 423.1. foster Ave., Bakersfield, CA 93308 • ° (661) 633-2200 1501.15th S #106, Auburn, WA 98002 • (253) 939-2500 :.. 1025 Lone Palm Ave. Ste. 2E, Modesto, C4 95351. •. (209) 572-2200 .... 20714 State Route 305 ME., Ste. 3C, Poulsbo, .WA 98370 • (360) 598-2126 S45 Parmtt St__ .San.lncr. CA 95112 • (40R) 971-9700 /1414N F. 177th Marw.:Wrov6nvilld. WA 9R072 • (425) 485-5519 UNDERGROUND PIPING FEB 2 4 2009 TUKWILA 24-17 PtiLde IA/0MT? Contractor's Material and Test Certificate for Underground Piping PROM:min Upon cotrounien ot toont, insparton and tads shall be made by tite contractor's rwresentafere and *noised by an cones represernaave. Ad datems shall be *teemed end system las in service beam eantrames presennel Array teem the too. A oenfficosa shall be Med out and signed by bath representatives. Copies Oath be prepatedfor aPproeklif a‘liwittes, !aware, and contractor. It is on:termed the omers representstarae signature in no way productices any$a twins; cantraciar *tautly =WM. poor wortanonstep, or Nikes10 con otlitt approft outhot.!tyo noolareownte w kcal OrtgoonFO- irrirT, ri Property name Properly address 240 Aneepiedby approving euthenlies (reuses) LUZL Mans Warta:none installation contra= et accepted piens Equipment Used is approved dm% sane deviations --nateLaAtdou • Has personae Charlie -of era ecitillMent been bowled as to location of . =trot where and care andetaintenence of this new equipment? toodain Yea Underground Pipes and taints Rive espies I appropriate. btstruokes and ;aro and maintenance charts been left on prernises? ft no. end* &smiles nultdings No "ItCdn bt,4-ifr, [von otai,'Fiad Ifick,D*fritut, Pipe contomts to standard C No Fittings conform to otandard yes If Ms, merlin Joints running ant : — . —el, w b/oNcet1 itt tit,Yott 0 No 1 :, yr: i • . if no. ' with 1101144 0Ytd- au= Flory Ole required rate until wafer Is dear as int/waled by no cenestion or foreign malarial in burlap bans al oath such as hydrants aria nraw.aft .Rut $11 Rom not was than 390. gam (1476 Linen tore in pipe, 8110gwo (3921 thrtIrt) for 0 im pipe, 1560 gpm ($905 tirPth) br h-Slinz 2448CM C=35 IA* for 4�10- tips snd a5aom tf 3,323 limb) tor 1210. pipe. Mton tem* moot . amduce stipulated Cow rates. obtain =AMA. aviaabFe, ilvdrostele: All piping and attached tippintenanoes =bleated to system working pressure Omit be Prostricatry tented at 200 psi fnr.2 flpula Thst 03.8 bar) ora psi (14 ban amasses ot the eystarn wod2In pressure, whenever is greater. and IOW Maintain that WOOoto desalption tt FNWOfitt4cTo Meagre* Where additional wisteria added to the system to makitain Me test pressures requIred by 10,1022.1. the amount or water shatibe Measured end shall not mead the limes of the foilowing ofitottion -CFO tootit equation, see 124 tookg Ohm= (nictitate van, 10 gams per how L SOY" length et pipe tested. feet D= nominal element ist Me pipe. In irides p=eivantga tootwoostuo during the1y* test, In pound ger swam inch Wave) IrtZenipLuM pMting flushed according to Standard by (COMMA* Rafei, CUStrkt 12-5 ft no. exptain Rushing tests How Resting flew was obtained PuNe wafer0 lhnscof =on* 0 Pire pump Lead -Ins flushed accorring to 1/ no, eXptibi tiOwflosidnatiow was obtained FeYes ONo standard Though %Olaf tYPO opening '$Ittiydrant hat OOpenplpe (comPerlY) VC* 0 No Pub* water 1:3 Musk or reservoir 02007 Nations, Re Protection ASSOCi8O00 Fral Pum0 IY000rteNion to rfange Open aloe Through what type opening i and spigot FIGURE 10.10.1 Sample of Contractor's Material and Test Certificate for tiodenputind Piping. leFPA 244. 1 of 2j 2007 Edition 24-18 Li'f ALL &TION OF PRIVATE FIRE SERVICE MAINS A.Isur I tiattx4rruxt NYilfsstans 1 AU newunderCtcund as test 25z), psi kir 7/ Aims covered I Jj }. V9s Q NO teatrsge test itydrmKa Total anew! of Massage measured paPtsts hoofs Allowable leakage 144.-J hews Number installed 0 Type aria make Control valvas ' Wilier Control vain left wide open ilna, state reason Al spends satstarxar$y Q Yas Q Hasettuaads of fire department r g I thou dere department alarm +,f 6 1� �i�l / ,jL e l f �U b Data loft in cervi® ` l lllf�N�CCC (±"�-^IQjJ �= QNa QNo Signatures Nears of installing contractor Tests witnessed by ForproPeoll ovally Wired) rtaDe t ,08142,6,. Vtc���aU�t 1 As\ .,. Addlbonai exprarraikm end notes 0 ZOOT Fee Prateeam Assadatfas l4FPA 2a (0.2 of 2).1 FIGURE 10.10.1 Continued 3MOr Eddion 1%1 niLarr IX M00V".161LCD, runt.. OLL Ya11Cy "VCIIUC. 111111, JUIWC IO 1, rUyaIIUTA, VYM 0O41 1 tLJ.) .7J.TLJUU Project No. 066-08281 Cyt. Code 91000 Pour Date 1/5/2009 Report No. 6651 Weather Overcast Jurisdiction City of Tukwila Permit No. D08-243 Project McDonald's Tukwila Location 15210 Pacific Hwy W Tukwila Client McDonald's Corporation Engineer 0 Architect 0 Contractor Spectrum Construction Field Data MORTAR/GROUT REPORT Supplier Cascade Mobile Mix Plant No. Site Mix Yes Initial Flow or Grout Air Max/Min Slump Temp. Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) (F) 11:15am 8 44 43 Grout Box Used yes Number of units used to form specimens 4 Placement Area Location Trash enclosure perimeter walls elevation 4' to 8' (top out) sample obtain at the southeast corner Remarks Cascade mobile concrete mix truck, mix deposited into cascade pump truck & walls filled solid and consolidated. Please refer to Field Report No. 89606 Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. unavailable Cern. lbs. will fax to F. Ash lbs. contractors C. agg. lbs. 1 office C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Laboratory Data Design Strength 2,000 @ 28 days Date Specimens Rec'd. Cross Mid Pt. Out of Section Max. Comp. Cyl. Test Width Height Plumb Area Load Strength Tested Break Code Date Age (in) (in) (%) (sq.in) (lbs) (psi) Set # By Type 91000-1 1/12/2009 7 3328 3.332 11.08 46675 4,210 1 DH 4 91000-2 2/2/2009 28 3.346 3.492 11.68 61320 5,250 1 DH 1 91000-3 2/2/2009 28 3 388 3.396 11.50 64935 5,650 1 DH 2 91000-4 2/2/2009 28 3.398 3.393 11.52 61665 5,350 1 DH 2 Remarks Results Reviewed By 1\g& Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear Measurement Uncertainties: ASTM C109= +/- 10.7, ASTM C1019= +/- 14.4% Form 04103 Revision 0 Effective Date 12/02/0: The intonation provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan 0 Assoc* Laboratory Test Methods ASTM C39 ASTM C109 X ASTM C617 X ASTM C1019 ASTM C1231 Test Results X Conforming Non -Conforming 4: Shear 5: Columnar (Split) /er'Z. ith1& . 12i, Goun y Telephone: (206) 242-9547 FAX: (206) 248-1744 February 2nd, 2009 Spectrum Enterprises 9840 48th Ave S Tacoma, WA 98446 SHANE YOUNG Office Manager MARK PARSONS Superintendent P.O. Box 68147, Riverton Hts. Br. Office: 3460 S. 148th St. Ste. 110 TUKWILA, WASHINGTON 98168 Re: 15210 Tukwila International Blvd To Whom It May Concern: Spectrum Enterprises has met Water District No. 125 standards for their four inch fire system in the following areas: Pressure test Flushing Purity Samples If you have any questions or comments I can be reached at (206) 242-9547. Sincerely, Mark Parsons Parsons Superintendent Water District No. 125 • noses Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 20, 2009 RECEIVED KA No. 066-08281 IAM O -- .��tu j COMMUJNiTy ®r=IELOPFmt 1T Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: In Process Inspection Report McDonald's Tukwila Tukwila, WA Dear Ms. Andrew, Permit No. D08-243 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Doug Bates, doug.bates@us.mcd.com (pdf) McDonald's Corporation, Attn: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 08281 Break Cover letter Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA 98371 (253) 939-2500 Project No. 066-08281 Weather Overcast Project McDonald's Tukwila Location 15210 Pacific Hwy W Tukwila Client McDonald's Corporation Cy(. Code 81970 Pour Date 12/11/2008 Report No. 6652 Jurisdiction City of Tukwila Permit No. D08-243 Engineer 0 Architect 0 Contractor Spectrum Consruction Field Data Supplier Mutual Materials Time Truck# 8:OOam MORTAR/GROUT REPORT Plant No. Flow or Slump Ticket # % Air (in.) Flow Grout Box Used Yes Number of units used to form specimens 4 Grout Temp. (F) 47 Site Mix Yes Initial Air Max/Min Temp. Temp. (F) (F) 43 # Placement Area Location Trash enclosure perimeter walls from finish floor to 4' Remarks Mutual 60Ib mechanical consitency. sacks of concrete mix was used in lieu of grout mix, paddle wheel mixer used w/water added for flowable Placed by bucket, consolidated w/ H/F Vibration. ' Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. Mutual Concr Cern. lbs. 60Ibs Sacks F. Ash lbs. Pea Gravel C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.)AS needed Field Test Methods ASTM C143 x ASTM C1064 x ASTM C31 ASTM C138 ASTM C173 Other Laboratory Data Design Strength not specified @ 28 days Cross Out of Section Max. Comp. Height Plumb Area Load Strength Tested Break (in) Mid Pt Cyl. Test Width Code Date Age (in) 81970-1 12/18/2009 7 3.236 3.236 81970-2 1/8/2009 28 3.360 3.310 81970-3 1/8/2009 28 3.386 3.386 81970-4 H 3.310 3.252 Remarks Results Reviewed By /r4 Codes for Break Types: Date Specimens Rec'd. (%) (sq.in) (lbs) (psi) Set # By Type 11.25 23725 2,110 1 DH 11.13 38185 3,430 1 RW 2 11.23 37535 3,340 1 Rw 2 10.76 42400 3,940 1 RW 4 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear Measurement Uncertainties: ASTM C109= +/- 10.7. ASTM C1019= +1- 14.4% 4: Shear Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 ASTM C1019 X ASTM C1231 Test Results Conforming Non -Conforming 5: Columnar (Split) Form 04103 Revision 0 Effective Date 12/02/02 The ,ntarmation provided on dos repos is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA 98371 (253) 939-2500 Project No. 066-08281 Cyl. Code 91000 Pour Date 1/5/2009 Report No. 6651 Weather Overcast Jurisdiction City of Tukwila Permit No. D08-243 Project McDonald's Tukwila Location 15210 Pacific Hwy W Tukwila Client McDonald's Corporation Engineer 0 Architect 0 Contractor Spectrum Construction Field Data MORTAR/GROUT REPORT Supplier Cascade Mobile Mix Plant No. Site Mix Yes Initial Flow or Grout Air Max/Min Slump Temp. Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) (F) 11:15am 8 44 43 Grout Box Used yes Number of units used to form specimens 4 Placement Area Location Trash enclosure perimeter walls elevation 4' to 8' (top out) sample obtain at the southeast corner Remarks Cascade mobile concrete mix truck, mix deposited into cascade pump truck & walls filled solid and consolidated. Please refer to Field Report No. 89606 Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. unavailable Cm. lbs. will fax to F. Ash lbs. contractors C. agg. lbs. 1 office C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Laboratory Data Design Strength 2,000 @ 28 days Date Specimens Recd. Cross Mid Pt. Out of Section Max. Comp. Cyl. Test Width Height Plumb Area Load Strength Tested Break Code Date Age (in) (in) (%) (sq.in) (lbs) (psi) Set # By Type 91000-1 1/12/2009 7 3.3 28 3.33232 11.08 46675 4,210 1 DH 4 91000-2 2/2/2009 28 1 91000-3 2/2/2009 28 1 91000-4 H 1 Remarks Results Reviewed By /irc Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear Measurement Uncertainties: ASTM C109= +/- 10.7, ASTM C1019= +/- 14.4% Laboratory Test Methods ASTM C39 ASTM C109 X ASTM C617 X ASTM C1019 ASTM C1231 Test Results Conforming Non -Conforming 4: Shear 5: Columnar (Split) Form 04103 Revision 0 Effective Date 12/02/02 The intomtation provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the wntten permission of the client and Krazan & Associates. Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERIN A• ENVIRONMENTAL ENGINEERING CONSTRUCTI�O�N V TING & INSPECTION January 14, 2009 m% t�KA No. Oc �', Permi III. 1 Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: Special Inspection McDonald's Tukwila Tukwila, WA Dear Ms. Andrew, o. D08-243 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from January 5 through January 7, 2009. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC e6c7Arx Kathy E. Gor•:n Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Doug Bates, doug.bates n,us.mcd.com (pdf) McDonald's Corporation, Attn: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup. Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06291 DER Template --KraZan & Associates, Inc. GEC—ECHNIC L ENGINEERING ' ENVIRONMENTAL E'.IGINEERINC CcNsTOuCT:cN TESTING AND !Ns?ECTON DATE: /-6S -+Sig PROJECT #: Cep'p.47eZ g/ PROJECT: _Mee). LOCATION: JS ZJO e/7!c Gil/ n' KRAZAN PROJECT MANAGER: teas FIELD REPORT NO: 89606 CONTRACTOR:L//f CO Mirao t-jvAe JURISDICTION: a/7ye..rve,/,q.w„-"0 a/ PERMIT #: ZO--3_.29.3 INSPECTOR: Yeim 211AA ,p WEATHER: crw,ft-Ater---..�=- .TEMP: V34' /A/,S. & le /u S/T'E ,A,S (IC Nf'1)UCf/V .57 THF Apcs iv e � 2 ,fieVC/.A / /Ai G 'T/ON 0 -f arebv-D res4 /ii f N1ey Aiv Q ,t7S1/7.41ettz Q .7-.4%* <#P.a.e -so 2/.o v,,! ,fioELii,e«J' .17/BA //is.. 1, 7 .et g, A r /s ~mc / 4// 3J ' f .4.- ,eAl.6 f m,</Y/4//.J' {/ . ,,pN6er1 f geao2ate-.D.elZO.vTi2C1 `Z) e S/l''mG ;0(2) .SPT 479, N# etr •psi 5Yee44,9,s9 14,74.1,49- w,4sgelnieA0 RR2j/ CAlFewi s42 AcT,9-i:defeArs / £'LE,a.e.�..iez eEii.rAf eecs t�Yf.4.•. v e,e y Mav' es o ao eCeY, ar-A9 / : Solo ro S= o &do P m c..r) /e£,jrss/ /A.sd' 6C- f£or P6.Iv"/ • /%7. ey 01' 407-ZHC7D.e ea -e? CL Aced /Al- Grew, cireW,ecr..rr7--/ C''eAseWArx // • zGA �'2a9.�BI ?1". //7/pre 4? £'oNCseE9'E LCIsQJ 20J:412.1/7-.0 ,"0a-0 .4 G'.4JJC.4,O>E LI Ai XtL/»P 7"XeG4eiC 7'rffs, i ,/12Ae.0 /N7-0 ,4// es Ie.( D, .4/0.toiey 6/n1s':S CSDL/0 ae Ea) 8I t 1'gee 4}4 9./. 40Airre //Z ,lo /3y er.rrrsw. <c wC Y/e ewrievki , CACr t'P S) Aloe Co4,004eXceie4. jiii2A.44 T-74 A g %Lf, ,eeP0 /LY AedO oa5/ -, ,e p.A.re€Grs Equipment/Asset Number(s): o *-.e best of my cncwiecge, the abc' Superintendent/Representative: •vVAS NOT certorned n accordcrce with rhe aporoved pions, specifications, arca regUatcr/-equiremcitt, CO! Flet! .Report.duc Serving the Western United States Revision I Effective Date: i/:5,05 i'.rc .nf irn:nurn pin, nicd .,n h„ 'eo.,n ., .nepa,cil .n h..: nt,r•c .,e .,t :he -.lieut. Cu, coon -n.) pn ``o in :nrmat wnhont -he urincn 3ernici,ion of •hr :fern and '<ra.an .Q A,sm rm•. ..- .1". 14(jr IIMOk 0.41 c zan & Associates, Inc. GEOTF.TriNICAL ENGINEERING • ENVIRQ^rr"E' A,. ENGtNEEP..NG CONSTRUCT ON T _S` NG AND lrSPECT,CN DATE: /7/219 PROJECT #: D46 -49?6911 PROJECT: i 't b, 7/df / LOCATION: /5`.,Q/O A??,/ /j 7 /.7,z C� -.KRA2A1 PROJECT MAN'AGE-R. FIELD REPORT NO: 7 S 9 d 7 CONTRACTOR: 4aed 1/'umvp JURISDICTION: �M,,eli ," w,4/- PERMIT #: ,DOd -,25 INSPECTOR: r j7L'Ue TA: - AT -HER: /[G/i7 —7 /(,- on .$// G45" tesYcla/ h y /hL e'a‘-rf r— ,wj' on s l'ia/ /mesio-ee,4 —r ' 4i-� 4 s frit 1/.J /dS• Wiz./ ("A_Zeieed edrai ietla/ ,.ceallYt �Qld 24- r A / od 7? /626117 W � ` if iezdrL da/13 fes.// /115 41i G( ,44(14Z th4vk*d a2,l�c ,/4415 5`Olo . 3.3 • / Equipment/Asset Number(s): Tc the cesr cf ^-y '<rcwiecge, 'he cb (ve 'WA.S'/AS NOT perror^-ed ,n :cccrcarce Nrth the cppreved ciars, sr rcr.s, crd -egulcicry .equirer' Superintendent/Representative: 'rt; Field .2rpor Tech Serving the Western United States aye' mrnramrn?iw•ded.a; hi,.-epor, sorCparni -.n'he ., u.i e .i h,.. rcat. :'h;. _,•„r. n.t. na >, c011:111.:'d..1 ae,•t,n,tt • FitfectiYe Data 5/25,05 Elm .-tht,w he ',urea hr..Lent mJ:. v.m.ie.\.wni.tle.. f Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RECEIVED DEC! 2 3 2008` COMMUNITY DE IELOPrs4ENT December 16, 2008 Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: In Process Inspection Report McDonald's Tukwila Tukwila, WA Dear Ms. Andrew, KA No. 066-08281 Permit No. D08-243 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC amuel H. Hyatt Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Julie Andrew, julie.andrews(2ilus.mcd.com (pdf) McDonald's Corporation, Attn: Doug Bates, doug.bates(a)us.mcd.com (pdf) McDonald's Corporation, Attn: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 08281 Break Cover letter Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939-2500 Project No. 066-08281 Cyl. Code 1849 Pour Date 11 /10/2008 Report No. 40716 Weather overcast/windy Jurisdiction City of Tukwila Permit No. D06-243 Project McDonald's Tukwila Location 15210 Pacific Hwy W Tukwila client McDonald's Corporation Engineer 0 Architect 0 Contractor Spectrum International. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:15 m134 216547 6.1 5 70 55 Placement Area Location Trash enclosure - S.O.G.- 5" thick (at east side) 25' x 20' x 5" Remarks Concrete placed by tailgatin, consolidated by puddling Inspector Reported Batch Data Design Actual Weights Weights Mix No. 04c4af 04c4af Cern. lbs. 470 470 F. Ash lbs. 94 93.6 C. agg. Ibs.1 1860 1851 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1230 1289 Water lbs. 246 227 Air Ent. (oz) 7 7 Other (oz) 33.8 33.8 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 5 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,500 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 1849-1 11/17/2008 7 4.01 12.62 48840 3,870 1 DH 3 1849-2 12/8/2008 28 4.011 12.63 61110 4,840 1 DH 3 1849-3 12/8/2008 28 4.011 12.63 62405 4,940 1 DH 2 1849-4 H 1 1849-5 1849-6 1849-7 1849-7 Remarks samples in cure box -east side Results Reviewed By , Date Reviewed !)-17 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 3 Effective Date 5/12/0, The Information provided on this report a prepared for the exclusive use of the client. This report may not be reproduced at any format without the wrdten pemtisson of the client and Krazan 8 Assoc IIIIMIL la MERIN= r a.iarz & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CO TeENED TESTING & INSPECTION December 15, 2008 OE 2 3 2008 QTY Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: Special lnspection McDonald's Tukwila Tukwila, WA Dear Ms. Andrew, KA No. 066-08281 Permit No. D08-243 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from December 8 through December 11, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, LNC amuel H. Hyatt Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Julie Andrew, julie.andrews@us.mcd.com (pdf) McDonald's Corporation, Attn: Doug Bates, doug.bates(us.mcd.com (pdf) McDonald's Corporation, Attn: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 .281 DFR remplate IMAMII ® ®" azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: I Z 5= -- - PROJECT #: c & ( `3`6 74-`S PROJECT: M cairn t -D.-5 _—/ i'\‘<v'-z L p LOCATION: )S-2- (-1 \,-, KRAZAN PROJECT MANAGER: _-t<,C-' G tile Appl"Plo._.-__- OSHPD No. Permit No. CONTRACTOR: SC26 PERMIT NO::) 6`6-213 INSPECTOR: (.;rJ I''I < <- JURISDICTION: _64�_Z�1C�,,s'LA WEATHER: CSN ot,) — - TEMP: y 1'F HIGH STRENGTH BOLTS A Skidmoore test was performed on the f,} / K r,.5 — _I IbsAt S 7r•� -.•� / � W PS Average to W le reading: S �7 ..._ Its W tensio Hih strength bolt inspection was performed on the � _ - ▪ The bole? DID NOT meet the required ._ . __ ANCHORS ,-- Proof Load — % of total _ % of tension at the following location total Visual inspection was performed on _ .. X A325 A490 -inch bolts with the following torque readings: Krf s Ibsdt, _ lbs./ft lbs./ft. n. -inch v." x bolts at the following locationnns: JZ . FP, F�._F�f .! NF:?c�E/j,<l NjASE� 1 OS \,4 F-rar'P-)/39 -Its-.14.-tension. __Torque Test -inch _ % bolts were torque tested to Li Epoxy i tf r ))//d fisc. _ lbs./ft. tension at the following locations: anchors were load tested to -)$_, NOTES _' DISCREPANCIES ova % COMPLETE f SLf �Ci. Grp 5 Pf^,7,14: C��L* � �Y a L3 r� Z� :7�_�!', 0f. i O A32 5 N _2 1/41.. O CTS r � ; 1,1 11\> = _l' — -1 r i1't rE'p t) ii 's 1 1.7,7" E�n�^ rr7:�`:r��t'c1 i s'rii .e -4I.)) 3 S`/_ P,S _ As De,sc =-�o'> -�� �t��__ LSC 21-34-4.. __ - _ r - q-'J��F Vi L DL. cam_ fncr _ FOC Y--tL C;'r.�,F'i 4L=_�-7., 6 Co...?mac ;t` 1,;\1n Pt:- ��,,_i J� I .• Z_ L\vr �,Cr i ic...3�j' �'..��Lj1'� — PPic....c .11. -C',2, - lbs./ft. 1,/ / CC>ci7A 3 yrc Fc Y r� o arJt �LE—.._1 /Z'E;vy�.� i-�� 12- ice`S.i- t:L' • Tc the best of myknowledge. the above NAS JAS NOT performed in accordance with the roved Tans specifications. and regulator/ requirements. 9 PPP P� P 9 �' q Superinterdent'Reoresentattve: Technician: 2'3 /Vest .aActa 4+erue. C;cvs, .a 936.2 • '553 343.22C0 423: '',;ste,' Ave.. 8akers`elo, ,.1 33308 • (69' 533-223G '62 __ne ,lr -t e. Ste- 3E. Wadestc. CA )535. • 39 572.3200 __: 0 545 Parrot: Sr_ Sar Jose. SA 95.:3 • '408.2 2200 ':.;rnr^e-::e 3.r:'e Sac.r'e't... CI ?id' _ • '9'6, 6.1.22•11 223.'. Sherman, Sre . Corona, Ca 37630 'Sc; 15th Street1 N, .#106, Auburn. 4/4 38002 2..27'4 State .cute 30.5,V.c., Ste. 10. PoLisvo, WA 93370 :3434 `J r 177th Place, Woodinville, N-1 98072 '9'3 '03ra 4,erue, 4'arc ,. , .tiJ 38662 FILE COPY • :909) 549-:188 • :253)939 2500 • '363! 598-2:26 • :425) 485-5519 • 392)=54-3200 Ma AMPS azar & Associates, Inc. GEOTECHNICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /2-//-€ S PROJECT #:_ff2�6- O igZg/ PROJECT: Me Ar/AO /L .4 LOCATION: 1S-2/0 Ateiti'f #(7/47 11/ KRAZAN PROJECT MANAGER: IZe!' FIELD REPORT NO: 103359 CONTRACTOR: Sible77z ' u CeitAdic JURISDICTION: YY.foceci/e4 4'.4 PERMIT #: 2) O 2 y3 INSPECTOR: c7444jj $lR/VA WEATHER: eive,ec,qs-r- TEMP: /if/SPE7-eve O/\c %I/ re A? s .rC Np.DU«,o ,ey 7 -we co.v 7-ze,4cre E .11Tj24er r-u/e",/ ,M1.47if'Nret/ .N 0 6'/P0e.,-r-- P/4 «A-rzw•r- ®46.5i/rvQ-TimAss, RSi/rive.l1 P/. A<$ //7 45 7 ON rwe ?"/eAsse eeveievx, ee )4,-,4•//1 /NJ/' C77 O 7%4IS t "Crnu Glib//.t 1/toits 4e/om//2 ?"o 11-a Cy Fr) ri.eile/E4 C/) 45-ife,e7 eR/.¢r /6'me /()`S", r 7.9A -s175 S Ai40 m#440//$ �iDR/Zo�TA/ -(Z, Al S 'Ai r.' e .frko7nm/i-s e4oziAsE pF 51.9"&c AtfA9 orew/.vd' CORNfile $4#s, '10 27,Avr; i e r q.o ireeC s -J CZis "wee' L:'J '.9.c/ d ibre y /,2Ardp/vay C'o oC /-f 4'd s 'toe eo.'ee8r-E / V . /iv— (If geou7 .r-i.� av 4 s iecake ,/.t •Es'itc d40 u•1/L1fe•.r//W,c-,P/Al/ fr✓.e 14 -0/A/,4,7 -" a 1A,OE.o rap O,4417Q/N s /©IVARCE CON,rdFf 2fJ y / SAWA, /22.,NAA%ece4 CF,/! '. ',e9</ /'lf2.v r /44-orx.o e✓f '/' Yle2.47-770^-. C.4et- C/) a 'wear -,8m so .."a // 7-110`EG a it e&i � ti j� -oR €pArif .eav i drle'o'r/4 ?`"e «some,d FE e ,Z>pt• 7— & co SZ ,$4[.etrs 4df o 'AP ie a£.dosrri Afra .stili /leo ...$.0980/0/ /A, OfP&c 779"/ Gl,s .az .10 rev cw 3/4-~ 41re /11. 1cratfin ode 7'N,e. CO.VT/L0P-eir-cee 9-v X_Id7ctslr.9A00,e00/d / s'20/4-1 bA/CrNeur m.,i OseC/t67'-r /,v -Iles, aveepc2r- Equipment/Asset Number(s): Tc rhe best of my arow!edge, the ago - WAS / WAS NOT per`ormed in accordarce with the acproved plars, specifications, and regulatory requirements. Superintendent/Representative: an: Serving the Western United States This field report indicates our inspector's observation and resting results based on :he site condition ar.d contractors activities. This information is subject to review odor to final submittal By sigring this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by cthers an site -r-kaiKr Kiazari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 8, 2008 City of Tukwila Attn: Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Fidelity Investments 304 Strander Blvd. Tukwila, WA To Whom It May Concern: KA No. 066-08140 Permit No. D08-161 Permit No. D08-316 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete • Reinforcing Masonry • Non -Destructive Examination - VT • Structural Steel To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: Westfieled Corp, Inc. LeMessurier Consultants Attn: Peter Cheever, Engineer pcheever@lemessurier.com With Offices Serving The Western United States 922- Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 ratan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 8, 20�ECE1® DEC 15 2008 COMMUNITY DEVELOPMENT Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: Special lnspection McDonald's Tukwila Tukwila, WA Dear Ms. Andrew, KA No. 066-08281 Permit No. D08-243 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on December 3, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Julie Andrew, julie.andrews@us.mcd.com (pdf) McDonald's Corporation, Attn: Doug Bates, doug.bates@us.mcd.com (pdf) McDonald's Corporation, Attn: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 .18281 DFR Template _Kr azan 11111S. IIINV•11 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12-03-08 FIELD REPORT NO.: 8281-DFR-120308-JP-1 CONTRACTOR: SPECTRUM ENTERPRISES LLC. PROJECT #: 066-08281 PERMIT NO: B08-243 PROJECT: McDONALD'S TUKWILA INSPECTOR: JONATHAN PINK LOCATION: 15210 TUKWILA INTERNATIONAL BLVD. JURISDICTION: CITY OF TUKWILA KRAZAN PROJECT MANAGER: KEG WEATHER: PARTLY CLOUDY TEMP: 45°F to 52°F SPECIAL INSPECTION OF LATERAL FRAMING. On site as requested by the contractor for special inspection of lateral framing for shear wall nailing on interior walls. Reviewed the approved plans with the contractor. Contractor was ready for shear wall nailing inspection. Shear walls were located along the north, south, and east side of the building. Shear wall A, B, and C was inspected for shear wall nailing. The correct wood sheathing, nail size, nail type, and spacing was used. Shear walls were built per the approved plans Equipment/Asset Number(s): To the best of my knowledge, the above WAS Superintendent/Representative: / WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirem fl I Technician: '1 , JONATHAN PINK . ~N 1/ 1' ' tIt/l Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. a Kr�cra 1111M l=1,"111 -.1111111 'a"1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 4, 2008 KA No. 066-08281 Permit No. D08-243 Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: In Process Inspection Report McDonald's Tukwila Tukwila, WA Dear Ms. Andrew, RECEIVED DEC' 0 8 2000 COMMUNITY DEVELOPMENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Julie Andrew, julie.andrews@a,us.mcd.com (pdf) McDonald's Corporation, Attn: Doug Bates, doug.batesna,us.mcd.com (pdf) McDonald's Corporation, Attn: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 08281 Break Cover letter nrazan ea Associates, inc. yzz valley Avenue NW,,uite 1ul, ruyallup, WA, 9SS/1, (253) yi -'LODU Project No. 066-08281 Cyl. Code 1849 Pour Date 11 /10/2008 Report No. 40716 Weather overcast/windy Jurisdiction City of Tukwila Project McDonald's Tukwila Location 15210 Pacific Hwy W Tukwila Client McDonald's Corporation Permit No. D06-243 Engineer 0 Architect 0 Contractor Spectrum International. Field Data Concrete Supplier X Other Miles Time Truck# 10:15 m134 Ticket # 216547 CYLINDER REPORT Plant No. 201 % Air Slump (in.) 6.1 5 Site Mix Mix Air Temp. Temp. (F) (F) 70 55 Unit Wt. (pcf) Placement Area Location Trash enclosure - S.O.G.- 5" thick (at east side) 25' x 20' x 5" Remarks Concrete placed by tailgatin, consolidated by puddling Inspector Reported Batch Data Mix No. Cern. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1230 Water lbs. 246 Air Ent. (oz) 7 Other(oz) 33.8 Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) Design Weights 04c4af 470 94 1860 Actual Weights 04c4af 470 93.6 1851 1289 227 7 33.8 5 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Date Field Cure Design Strength 3,500 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 1849-1 11/17/2008 7 4.01 1849-2 12/8/2008 28 1849-3 12/8/2008 28 1849-4 H 1849-5 1849-6 1849-7 1849-7 Remarks samples in cure box -east side Results Reviewed Byi{► 12.62 48840 3,870 1 dh 3 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 3: Cone & Shear 4: Shear Fonn 03101 Revision 3 EffedWe Date 5/12/W The infonnaion provided on this report is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan 8 Assodr Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) A aza"1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 4, 2008 KA No. 066-08140 Permit No. D08-161 Mr. Pat Burns Westfield Corporation, Inc. 633 Southcenter Mall Tukwila, WA 98188 RE: In Process Inspection Report Fidelity Investments Tukwila, WA Dear Mr. Burns, RECEIVED DEC I 0 8 2008 COMMUNITY DEVELOPMENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC 6460-71)0,_. Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Peter Cheever: pcheever@lemessurier.com Nicole Needle: nneedle@lemessurier.com Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 08140 Break Template I -..••r wll M /"IJJVVIML4..i, II IV. • aIIcr !1•iiI IMG 1•••, V41t{-i 1V 1, 1 Mr 0114', ■ •A, :M.P../ I 1, `LJJ� JJJ-LJVV r Project No. 066-08140 r Cyl. Code 81859 Pour Date 11 /12/2008 Report No. 40595 Weather Overcast / Rain Jurisdiction City of Tukwila Project Fidelity Investments Location 304 Strander Blvd Tukwila client Westfield Corporation, Inc. Permit No. D08-161 Engineer Architect Contractor BN Builders Field Data CYLINDER REPORT Concrete X Other Supplier Glacier Plant No. 282 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:45pm 7646 242445 5 55 Placement Area Location Pour Back for columns @ gridlines : D-1.9, C-1.9, B-1.9, A-1, A-7.1, B-1 & E-1 Stem Walls © gridlines A-1.4 / A-1.7 Remarks Concrete was placed using a wheelbarrow, mechanical vibrator was used to consolidate the concrete. Reviewed the approved plans. Refer to field report # 8140DFR111208-JP-1 Inspector Jonathan Pink Reported Batch Data Design Actual Weights Weights Mix No. 3181 Cern. lbs. 385 386 F. Ash lbs. C. agg. lbs. 1 1960 1944 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1375 Water lbs. 30g 28g Air Ent. (oz) WRA 14oz 14oz Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 81859-1 11/19/2008 7 4.005 12.59 38225 3,040 DH 2 81859-2 12/10/2008 28 81859-3 12/10/2008 28 81859-4 H 81859-5 81859-6 81859-7 81859-7 Remarks Results Reviewed By ifrii Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Forrn 03101 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Revision 3 Effective Date 5/12/0 The information provided on this report is prepared for the exclusive use of the client. Thd report may not be reproduced in any former without the written permission of the client and Krazan & Assad Aur IIIMeMIL. YAM maw imicceardo azaZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 3, 2008 City of Tukwila Attn: Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Fidelity Investments 304 Strander Blvd. Tukwila, WA To Whom It May Concern: KA No. Permit I D08-16 Permit No. 15-0T-316 RECEIVED DEC 0 91008 COMTY DEVELOPMENT In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete • Non -Destructive Examination - VT • Reinforcing Masonry To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2006 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: Westfieled Corp, Inc. LeMessurier Consultants Attn: Peter Cheever, Engineer pcheever@lemessurier.com With Offices Serving The Western United States 922 - Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939-2500 • Fax: (253) 939-2556 KraZarl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 2, 2008 KA No. 066-08140 Permit No. D08-161 Mr. Pat Burns Westfield Corporation, Inc. 633 Southcenter Mall Tukwila, WA 98188 RE: Special Inspection Fidelity Investments Tukwila, WA Dear Mr. Burns, RECEIVED DEC' 0 8 2008 COMMUNITY DEVELOPMENT In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on November 18, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC z ec Mear—"-- Kathryn E. G don Project Manager Puyallup Division CC: City of Tukwila Peter Cheever: pcheever@lemessurier.com Nicole Needle: nneedle@lemessurier.com Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 08140 DFR Templalc a1.01111111 aoU aZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION FIELD REPORT NO: 9 0 5 2 3 DATE: /1- /8--.0� CONTRACTOR: 13 /i , ', PROJECT #: O263/¢C7 JURISDICTION: c,T- �y�- 7-L/GuJ/ LA PROJECT: ,7L7/ oq € PERMIT #: © LOCATION: 344-- INSPECTOR: Xs; A �"E� e -/A-0 CD KRAZAN PROJECT MANAGER: /e.' ,WEATHER: .1;,/,/6'/.t�Giq-sj TEMP: 6'40 o .v �.0.t1 (o4/zoc.dri ) c, i3 0/6) 1/c.ueC.L••7l /77 /4t -/LJ 5 /Al 4.4.19 C.D C. Li.v &--S /7/. G X, / 415/A.1& 5-o /b /a 4-4 s ofl fry, /2 /l7E' -a 4314)5/ Se -ALT? el8 Gs.9-0u2 / Ai 4)'U— S/i4-/4 / i C©Ai/m2mit; 4 To GRD- Ci2/ //-‘/P1Wo,J5 2,43/—S , L 4 o av,— ,3 LE- L� D N 5 r5 y+/G-c . .�- / 6' -t/ ,,c /2/e x /2-11 ..4-.42--"1-S !4L 7 () 54- t�.s pl .r 4,TO, sj- A.)4 , 5c 4 izeo7 pd21- 4'-43 S 3-2 �- p',927)4 # ,2c -5,J2.4-5 _ 0/55E22 y2 9, d c/G YL -,u/5" -&-i2 /.t)s774 Ave -S E//• / tgav� LrNT�L OS/ 44. GG/ -s /lo i/o G _ dtaL/Z. era. 40/ AZ- �iIJSULA-/d.rte �i.11- /e /2- `6 s/0 G- . 7},442,4) CL -//5 /W17- A"Z---1s v7.7`/ igrlfeL / 7./74- s /X43.2.43-02 CA -57- (3) l-4ei 7%4 ,e S.¢ S mp S. /77, (4e & ,1f3 f9A‘ ..Q ai e-,--c.46-7--CyQ 1 / &4' 1-19o• -7A- /7VA--77W /f-- T- ®l0 9 // uL7s .5; of—Ai a- - r Ge 2.tJ�L *1'` 21 3 Equipment/Asset Number(s): To the best of my knowledge, the abos4ee)rVAA WAS NOT performed in accordance with the approved plans, specifications, and regulatory require Superintendent/Representative: 1501 Field Revvrt.doc Technician: 1 Serving the Western nited States Revision I Effective Pate: 525/05 The Information provided tm thi; report is prepared for the es. lissive uvr ..f the diem This report may not he reproduced in any format without the written permission of :he client and Krazan & Associates. aza"1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 2, 2008 KA No. 066-08281 Permit No. D08-243 Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: In Process Inspection Report McDonald's Tukwila Tukwila, WA RECEIVED DEC D 0 8 2008 COMMUNITY DEVELOPMENT Dear Ms. Andrew, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Julie Andrew, iulie.andrews@us.mcd.com (pdf) McDonald's Corporation, Attn: Doug Bates, doug.bates@us.mcd.com (pdf) McDonald's Corporation, Attn: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 08281 Break Cover letter I\r LLa11 Vl I'ta*O•b ra 1.0.1, •na.. o&L va110y Av011u0 rove, uuna Ivo, ruyallupJ, TVM, .7VJ1 1, asia-LJVV Project No. 066-08281 Cyl. Code 81754 Pour Date 10/22/2008 Report No. 40678 Weather O/C Jurisdiction City of Tukwila Permit No. D06-243 Project McDonald's Tukwila Engineer 0 Location 15210 Pacific Hwy W Tukwila Architect 0 Client McDonald's Corporation Contractor Spectrum International. Field Data CYLINDER REPORT Concrete (4) Samples Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:OOam M069 125605 5 65 55 Placement Area Location Slab on Grade Remarks Concrete Boom -Pumped Refer to field report # 103543 Inspector Mike H. Preciado Reported Batch Data Design Actual Weights Weights Mix No. 06400F3 06400F3 Cern. lbs. 450 448 F. Ash lbs. 67 68 C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1540 Water lbs. 309 283 Air Ent. (oz) Poly 16oz 16oz Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 5 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 81754-1 10/29/2008 7 4.01 12.62 43685 3,460 1 DH 3 81754-2 11/19/2008 28 4.005 12.59 61905 4,920 1 DH 2 81754-3 11/19/2008 28 4.005 12.59 62990 5,000 1 DH 2 81754-4 H 1 81754-5 81754-6 81754-7 81754-7 Remarks Results Reviewed By / , Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 Effective Date 5/12/0' The Information provided on this report is prepared for the exclusive use of the diets. This report may not be reproduced in any format without the written permission of the dent and Krazan & Mood Kr`an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 2, 2008 KA No. 066-08281 Permit No. D08-243 Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: Special Inspection McDonald's Tukwila Tukwila, WA Dear Ms. Andrew, RECEIVED DECO 8 2008 COMMUNITY DEVELOPMENT In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from November 17 through November 21, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Julie Andrew, julie.andrews@us.mcd.com (pdt) McDonald's Corporation, Attn: Doug Bates, doug.bates a,us.mcd.com (pdf) McDonald's Corporation, Atm: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 0112XI DER Tcmpkn • KirVIMaLJ &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 8281-DFR-111708-JP-1 DATE: 11-17-08 CONTRACTOR: SPECTRUM ENTERPRISES LLC. PROJECT #: 066-08281 PERMIT NO: B08-243 PROJECT: McDONALD'S TUKWILA INSPECTOR: JONATHAN PINK LOCATION: 15210 TUKWILA INTERNATIONAL BLVD. JURISDICTION: CITY OF TUKWILA KRAZAN PROJECT MANAGER: KEG WEATHER: FOG TEMP: 48°F to 55°F SPECIAL INSPECTION OF LATERAL FRAMING. On site as requested by the contractor for special inspection of lateral framing for shear wall nailing and hold down inspection. Reviewed the approved plans with the contractor. Contractor was ready for shear wall nailing and hold down inspection. Shear walls were located along the north, south, and east wall. The correct wood sheathing, nail size, nail type and spacing was used. Shear wall A, B and, C was inspected for nailing and hold downs. Shear walls were built per the approved plans ** Anchor bolts in the base plates do not have the correct washers installed and will have to be inspected on another date. Equipment/Asset Number(s): ** work in progress To the best of my knowledge, the above WAS / WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirem Superintendent/Representative: Technician: JONATHAN PINK Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. azan&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 8281-DFR-112008-JP-1 DATE: 11-20-08 CONTRACTOR: SPECTRUM ENTERPRISES LLC. PROJECT #: 066-08281 PERMIT NO: B08-243 PROJECT: McDONALD'S TUKWILA INSPECTOR: JONATHAN PINK LOCATION: 15210 TUKWILA INTERNATIONAL BLVD. JURISDICTION: CITY OF TUKWILA KRAZAN PROJECT MANAGER: KEG WEATHER: OVERCAST RAIN TEMP: 43°F to 55°F SPECIAL INSPECTION OF LATERAL FRAMING. On site as requested by the contractor for special inspection of lateral framing for shear wall anchor bolts. Reviewed the approved plans with the contractor. Contractor was ready for shear wall anchor bolt inspection. Shear walls A, B, and C had the correct anchor bolt size and spacing for each shear wall type. The correct type and size of washer was installed on all the anchor bolts in the three shear walls. This is report approves report # 8281-DFR-111708-JP-1 dated 11-17-08 Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT 0 performed in accordance with the approved plans, specifications, and regulasto1ry rrquiremeP$1 Superintendent/Representative: Technician: JONATHAN PINK Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 1 nWI azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONS -RUCTION TESTING AND INSPECTION DATE: - 21' 4XE*11 FIELD REPORT NO: 8 9 5 4 3 CONTRACTOR: PROJECT #: a6410DD21s- JURISDICTION:r ►,1 c,44e ir.tt„�sxsa PROJECT: Mc DoNALDs PERMIT #:,Dom - Id/3 LOCATION: )$210 "PAcz.fic Hw S KRAZAN PROJECT MANAGER: A.E.c, - INSPECTOR: GE,rc6c- NA= LI - WEATHER. CLokr.oi.\ TEMP: 4/9 cif s; g,44 r,..� AL s► E-� 4 Aa - UEo 0,4 S.�. a AS tZ6cIv,FST6-c F1, i CoAriz. erof-.. 1' ?62f�er�— 512HeRA17-az- 6E& ="e-5 , 2,..' 4oric4GrvN74N«7- 17�Z6c� f LA,+S r ,SPECS . nrET' La:7H H -THE Co refit •Nero/ -res VSZ-ISCA T 14K' eria,./ ¶j 1 1, Ar✓,f • N(S.Sv.A L- 2-rs5'scre'D Ccitaiacro z. Asa -TEC) Cox"Ec?"Ja"-s. 64? e-1' At,\ AttEA . ' Fb Ak.E1 HEA4 AF,...n )''c?S 866...1 —rzo-1 60 ��K�ld+�►,J T O ) 401T Ntii' fir-{ bs Fsr.rC,C� La oSE- aT3' . - . Co rvi'2 tt.t i'ot Z.G • s. • sn z E pN,o —Era, a csC T1+6 Iv�r� NNE +N -No Ol RE3.�.1. NAG L..L-� n,r.s rvs c7 J [�s %1D ,i r t P C-90 rt Ft As Go.r �'i cTE m . 0 , R • Fa rL O.�fzur c ! -..,✓ Arm �..c s c. L. ita`sC EO -LE s�xQ�c ' .✓ Aec Equipment/Asset Number(s): To the best of my knowledge, the above Superintendent/ 1501 Field Repnrr.rinc formed in accordance with the approved plan Technician: s, and regulatory requirema* erving the Western Un ed States Revision 1 Effective Date- 5C5105 The Informacon provider on :his 'epin is prepared for the exclusive use of the .bent This report may 'n)t be reproduced in .mc . ormat W,Ihllllr the Nnnen perrnl.s\lon'If the client and Kr:1LJn & AsMriIJles !�? = .L _.. MK NEIN IMMIMM•4111 aza1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 17, 2008 KA No. 066-08281 Permit No. D08-243 Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: In Process Inspection Report McDonald's Tukwila Tukwila, WA Dear Ms. Andrew, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Julie Andrew, julie.andrews@us.mcd.com (pdf) McDonald's Corporation, Attn: Doug Bates, doug.bates a.us.mcd.com (pdf) McDonald's Corporation, Attn: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Nn„ Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 08281 Break Cover letter •-••• M rWJVV•.•. ., •r UV. act vuii y ,venue wvv, ouutu uu I, ruyauup, vvm, yO 31 i, (13J) `J3`.!-ZDUU Project No. 066-08281 Cyl. Code 81621 Pour Date 10/3/2008 Report No. 21197 Weather Overcast Jurisdiction City of Tukwila Project McDonalds - Tukwila Location 15210 Pacific Hwy S. Client 0 Permit No. D08-243 Engineer 0 Architect 0 Contractor Spectrum Ent. Field Data Concrete Footings Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:15am M021 214424 4 4.75 72 48 Placement Area Location Footings@ 1 &5/A-E+A&E/1 -5 Remarks Concrete placement complete per pre -approved plans & specs. Refer to field report # 103506 Inspector Mike Thomas Reported Batch Data Design Actual Weights Weights Mix No. 06400F3 06400F3 Cern. lbs. 450 450 F. Ash lbs. 67 68 C. agg. lbs. 1 1860 1850 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1509 Water lbs. 2623Ib 2440Ib Air Ent. (oz) MB Poly 16oz 1 5oz Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 81621-1 10/10/2008 7 4.01 12.62 48900 3,870 1 DH 2 81621-2 10/31/2008 28 4.011 12.63 76535 6,060 1 DH 2 81621-3 10/31/2008 28 4.011 12.63 69335 5,490 1 DH 2 81621-4 H 1 81621-5 81621-6 81621-7 81621-7 Remarks Results Reviewed By etiz Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 Effective Date 5/12/01 The information provided on this report 4s prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan d Assoc4 . s. .a a.r M nJJV VrY\VJ, r. IV. as.•. •uncy ,sv ,suc liar+, VURC I01, ruyallu'/, TV", 004/ 1, %LJJ, o4o-L41.11.1 Project No. 066-08281 Cyl. Code 81754 Pour Date 10/22/2008 Report No. 40678 Weather O/C Project Tukwila - McDonalds Location 15210 Pacific Hwy. S. Client 0 Jurisdiction City of Tukwila Permit No. D06-243 Engineer 0 Architect 0 Contractor Spectrum International. Field Data Concrete (4) Samples Other Supplier Miles CYLINDER REPORT Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:OOam M069 125605 5 65 55 Placement Area Location Slab on Grade Remarks Concrete Boom -Pumped Refer to field report # 103543 Inspector Mike H. Preciado Reported Batch Data Design Actual Weights Weights Mix No. 06400F3 06400F3 Cern. lbs. 450 448 F. Ash lbs. 67 68 C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1470 1540 Water lbs. 309 283 Air Ent. (oz) Poly 16oz 1 60 Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) 5 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4.01 12.62 43685 3,460 1 DH 3 28 1 28 1 H 81754-1 10/29/2008 81754-2 11/19/2008 81754-3 11/19/2008 81754-4 81754-5 81754-6 81754-7 81754-7 Remarks Results Reviewed By or e Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Foran 03101 Revision 3 Effective Date 5/17I04 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan d Awed 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) azaZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 17, 2008 Ms. Julie Andrew McDonald's Corporation 12131 113th Ave NE, Suite 103 Kirkland, WA 98034 RE: Special Inspection McDonald's Tukwila Tukwila, WA Dear Ms. Andrew, KA No. 066-08281 Permit No. D08-243 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from October 3 through November 10, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila McDonald's Corporation, Attn: Julie Andrew, julie.andrews a,us.mcd.com (pdf) McDonald's Corporation, Attn: Doug Bates, doug.bates@us.mcd.com (pdf) McDonald's Corporation, Attn: Christopher Doerschlag DR Strong Consulting Engineers, Attn: Richard Olsen, P.E. Offices Serving The Western United States -' 7,-1 COMMUNY DE LOP HENT 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 08281 DFA Template UM AO MITI 1Kr21..Z2IIITI & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION) TESTING AND INSPECTION DATE: to- 3-o�� PROJECT #.ag'2i? f PROJECT: AiGD0✓?Gt elS Cri- i k'1 )42- LOCATION: QLOCATION: /5j' 7-10 R2 C., 114 S • KRAZAN PROJECT MANAGER: K.G— FIELD REPORT NO: 10 3 5 0 6 CONTRACTOR:S'�eGd-c�w� JURISDICTION: G ,' - D r Tt/c PERMIT #: c Qom, Z'13 INSPECTOR:? "G-� ( 11.E v ley) GS WEATHER: O1/' TEMP: �f 0 tiJ ed- A/ �'G���o(.•r2af5]L, » 1e, �. .tet �r? evv-Ig... . , r' owl pc-e!5s.-ve- - 5 - c-GY'<�-i-hJ-! _ 8 ce b S l fs.� � I e � ' , C. h-) .' / 09(7c0C- 1 pi G e vvue v1 d-- (2 - 5 4-e. -e / wa S 1 - 1d e mal ��.,�sP,�, f7J e s e.�. PF(�oo 3 o'- eh - 1v►on>')-496-em D s,gL, E wa4-eC ,c.foil a S 1..✓e.-( 1 Cr 5 C / , Ce l�tiC /� In 9 f G t P), --e r J- O >r' e:21.\ G. C -e e- C % G 'v c)-• Col 64--e9 C '/a G PAd 6' 3 cpa1s3 4`," C e_ Co v\d- ,s --C} LA -dc"-- �%Q G emir Gi i v-2 a j--t-c 1 S P r 1 a ,rte_ ' SeecS. Equipment/Asset Number(s): To the best of my knowledge. the abov riVAS ' NAS NOT performed in accordance with the approved plar.s, specifications, and regulatory requiremette, Superintendent/Representative: Technician: Serving the Western United States This field report indicates our inspector's observatior. acd esting results based on the site condition and contractor's activities. This Information is subject to 7eview prior to final submittal. By signing this report. our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. I 5I/J2 la Rev„um ciirane Dane I I'15,07 � rKrazan. 8,ASSOCIATES,,NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 October 2008 PROJECT #: 066-08281 PROJECT: McDonaids — Tukwila FIELD REPORT NO.: 8281DFR100308-rh-1 CONTRACTOR: Spectrum Enterprises PERMIT NO: D08-243 INSPECTOR: Randy Hansen LOCATION: 15210 Pacific hwy S. JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: Overcast TEMP: 57 F Reinforced Concrete inspection On site as requested by the general contractor for reinforced concrete inspection of perimeter footings for the Entire building. Checked the resteel per details on sheet S3.0 of the approved plans for size, grade, spacing, location, count, lap, and clearance per the approved plans. The resteel was found to be in place per plan. The contractor corrected some minor clearance issues prior to placement of concrete. Krazan Placement Inspector Mike Thomas on site to relieve me and cast cylinders and observe progress of concrete placement. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ® / WAS NOT 0 performed in accordance with the approved plans, specifications, and regulatory requireme(( Superintendent/Representative: Technician: dc\ - Offices Serving the Western Unite ii' States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. �- Ma _ a. 2Z1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CL-10BER ea130q. PROJECT #: c -osa•ceI PROJECT: _701<W -1 -Lk' LOCATION: 15g.10 PPPC IC \-\\ KRAZAN PROJECT MANAGER. 1/-.G. FIELD REPORT NO: 10 3 5 4 3 CONTRACTOR: SPEC--TRuM JURISDICTION: TU\N\ Lt\ i PERMIT #: D0C:- a-\3 INSPECTOR: TVVIAE , PRECi Ct WEATHER: C,LEI TEMP: SO (REINF040,cED CN1CCETE �NSPtv-CT oN 4N si-r e Fo9- SN -cam,. Nsl --c t Io Oar 5' --5-v‹. S LNcyc O N GRIME F-o`R N\c,�o N N\ dS REST PST Cc\?,ED SuNR) Fo`iZ \I PRER -P -d1SL) (a? P ETECZ- PLr, RSD tvCRE-c . CoNTk 2 (- ��6EC� P PLANS--.N-PuCL ©6sozvED PL Ncuv\E OF 'IO \ ,1?,vs OF ZOoo Psi CoNczeTe SvPPd`i N\- -LES , 1\1\oN-70 E0 O 0 C LAW Ea 5LomP-mS\1. Vii �� E� B -CGS C\Si (4) PAQ ,E 5-C REN G- LAA Q .2s-NDE(ZS FoR �- c3 -�Es-r-z►�s - d SES. Q Q 140018 F©tZ RICA\ KT1\, C01,)0X cot.)suaok7 Pv�DE�.�NCT, �t\I \-\,F. NGC.MiNrvzCAL- Equipment/Asset Number(s): To the best of my knowledge, the abov 1I AS NOT performed in accordance with the approved plans, specifications, and regulatory requirems* Superintendent/Representative: Technician: MIL PRai6' Serving the Western United States This field report indicates our inspector's observation and testing results oased on the site condition and contractors activities. This Information Is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some Information on this report has been provided by others on site. 1502 Field Rrpnrcdoc Revision 2 Effective Date- :„1i;17- I(raZarl&Associates,Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGNEERING CONSTRUCTION TESTING AND INSPECTION DATE: /D -i,-': PROJECT #: t944- 67,21Lso/ PROJECT:' a bO.0.41464 — roe, 4J.t4 LOCATION: /$z/o . 7C 4 >c deoftwfx KRAZAN PROJECT MANAGER: Xc FIELD REPORT NO: 103314 CONTRACTOR: c5',Sell iso �uI°66/t'lpdteir JURISDICTION: 91-rs,rw„,,ta-42.0 •a� PERMIT #: 256 - 5 INSPECTOR: 0"014/5S �lv vfl WEATHER:,,p_c,.r/v' TEMP: 5 /N�f"PC To tc dW.re TM AS—Se/fia/SZ�!/!E,i() .7Y crIftE eep A/7'.e.t+ 'r e -04:0A° !/Zra oL /V.t-042,e07-rote,,•v cf rBxL f��l,�tir4 44,40 -# ° D45e A,a r*.cts Ztoci"e,D eitet,It/A/eer'ra,1,..r. ire",/241gr--e a 74rd• �ic.ir",o •reJ ,i410s11, O.011/406/7-' A,l/ jefP - fl7c o / ,aA/ 3:2CSE-Ceve;4. 3mc 770.6 ;10 i�yp'J /iv o/e,b 7:0'4 m ' l>B7 ,4 /Ls .¢/de 7.4r2. �✓zi.so 9.i.5ff«7,040ir d, /Aolf'48c72rd srWe d9L,'L aogoe o tG/.vG 408 .�I M mss/ eNv.v.v,4-4,>rdws' igfe.z.dE -.g&C 7"..S0 (I10°•fr y £ #.moi 4/ .sem Z `620.-"r iyJ —.EPOS 1P4r.v41M4) 1, .orr?4G7t9JC /.t,I!/ ' r'4 Sr' ffZ G7er Aagr /Age/oife-.O ...4' i1/1 /O .v 6.1> -"fd8 COAeleorlier-dPme Cotste,t f 7-0,/6.0 m //Oki/NG ZIrJ"GL•pS.o s'6vc7_e Ae2 - /.w'srA/4447-/"..r.e/r%rC:4•7/m.4,.! tl/ASNIT rgote60 jSF%9.eE o/v..Pr d/, n.,6 ?We 2vREvf-ecvlsp e -n/ ,ec.So/sri va "gr-il.f si7->.„4t.-s-,v et/ , Equipment/Asset Number(s): To the best of my knowledge, the above WAS S N performed in accordance with the approved plans, specifications, and regulatory requireme4, Superintendent/Representative: ,s/ -Y Serving the Western United States This field report indicates our Inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. Some information on this report has been provided by others on site. 1502 Field R.pon..L.r Revision 2 Effeuivc Calc. ; 1/15ip7 aZanswam&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 11-07-08 FIELD REPORT NO.: 8281-DFR-110708-JP-1 CONTRACTOR: SPECTRUM ENTERPRISES LLC. PROJECT #: 066-08281 PERMIT NO: B08-243 PROJECT: McDONALDS TUKWILA INSPECTOR: JONATHAN PINK LOCATION: 15210 TUKWILA INTERNATIONAL BLVD. JURISDICTION: CITY OF TUKWILA WEATHER: OVERCAST RAIN KRAZAN PROJECT MANAGER: TEMP: 57°F to 62°F SPECIAL INSPECTION OF LATERAL FRAMING. On site as requested by the contractor for special inspection of lateral framing for roof diaphragm nailing and strapping. Reviewed the approved plans with the contractor. Contractor was ready for diaphragm nailing and strapping inspection of the roof. Inspection was done at from the east end of the building to gridline E and from 1 to 5. The correct wood sheathing, straps, and type of nail was used. All areas were nail off to the minimum requirement except of the areas labelled with note 7. — Areas labelled with note 7 on the approved plans will need to have more nails added to meet the 2.5° on center requirement. Contractor informed the framer of the areas that need to have nails added per note 7 on the approved plans. Areas labelled with note 7 were re -nailed per the approved plan. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 3 WAS NOT 0 performed in accordance with the approved plans, specifications, and-.regutatory n quiemegab I Superintendent/Representative: Technician: ? JONATHAN PINK Offices Serving the Western United States Form 1501 r.2 Effective Date: 12-20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: D� PROJECT #: 0006 08287 PROJECT: /1-.- 5 Tose /G LOCATION: 75 2/O /',4G //G /,may S_ KRAZAN PROJECT MANAGER: A".e'G9 FIELD REPORT NO: 89437 CONTRACTOR: �j�gc-7�•ev.,, g -1)g/S S JURISDICTION: 6/7-2/ 72.4410‘4,4 - PERMIT #: T%os 24-3 INSPECTOR: /e.A.= A /,eee1,4-OCA WEATHER: 414j264 -s7/ w i".ny TEMP:44341— / c177 A) a s s 4.04-4 o..) se .�C— tA-e.e t - T� 0 c n�j A -7.a S,,71 Eivc-G a LJ,& 25 / yr ZO 4744.47 .067-4/43 , S/ Z "5/AC J N c,/ s tri/20-f2r, Coe41.6-172 6.9725 S . �/ // 2& -Trp I x6- 9¥ z,9 tti L J C Ql 0 pi -67 S 8 y" 2—o voci / o - ,4 LL .410r2-iz . ,4..-,g1) #S t/ s Gov 6tv "QG c.1 ¢Ov/A 441/A e -s/74 NI(ear:7-- S , e9"5"- .4e / T 2/ s o� vv /'5/ �e.tJc2 � ro.0 �-r; Sy Gi b� f3 yP7 / 6e-5 A -N.6. r'— /3"7 7)4/LG A -77A4 C_,,9N50G / o/,- -,, ,' c, UO t ,,JE, , /1/4.'r z 7Z44- ,YL. /V/(X'ops iG ,.) c� ¢ c ¢ 2 Ca m:� w//--/2/ S G J u4 SEE C, . 16" ID 7/4, — >S. ►�zs;� - �.v� �.-os2. Equipment/Asset Number(s): To the best of my knowledge, the abov AS NOT performed :n accordance with the approved clans, specifications, end regulatory requirem. Superintendent/Representative: 1501 Fled Reporr.rinc Serving the Western U ited States Revision I Effective Date: 5/25,05 The information provided un this ream is prepared :br :hc cxclusivc ju A the..licnt. This repro may not be rcprxluced in any'urmat-vithunt 'he written pen n ision n'he :lient and Krazan , Associates. spectrum enterprises IIc 9810 48th avenue east tacoma, wa 98446 253.539.4766 fax 253.539.4767 wa Iic: spectel968ma Letter of Transmittal September 10, 2008 Mr. Greg Villanueva City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: D og- 2 3/Dz eis SEP 12 2008 Kid LICW jf R KS McDonald's Restaurant #46-0005 (Riverton #00472) 15210 Pacific Hwy South Tukwila, WA 98188 We are sending you via UPS the following: 1 Aggregate Submittal for Con Tech Stormwater Vault 2 Geotech Fabric 3 Cc Contech Stormchamber System 4 Contech Storm Filter System zt _2d - 2 d zs 3 2� These are transmitted: Thank you. Signed: Copy to: L/ 1,3/ For your review and comment Ken Beaulaurier ken (a�spectru menterprises. us file If enclosures are not as noted, kindly notify us at once 09/09/2008 09:31 3609392433 ' 09/09/2008 09:15 2069330379 LAWSON LAND DEV GLACIER NW Glacier Northwest - Aggregate Submittal Date: April 1, 2008 Product Number: Product Description: Specification Number: Source: 8530 Shoulder Seilest WSDOT 9.03.9(2) Lafarge Canada 1 WSDOT Pit Number: [QS-CA-ei Specification: 2 1/2" square 2" square 314" square U.S. No 4 U.S. No 100 1 00% passing 66-100 40-50 0-5 0.2 PAGE 02/02 PAGE 02/02 Location: % Fracture Sand Equivalent L.A. Wear Degradation: Dust Ratio WORTUWIST Texada Island, BC 1 Specific Gravity: Absorption: L.A. Abrasion: Degradation: Percent Passing 100 90 80 70 60 50 40 30 20 10 0 2.85 17.1% % Fracture' Sand Equivalent: Dust Ratio: 100% 1 -+'–upper omit - ! - 8530 —s— Lower Unlit 21A" 100 i00 100 2° 3/4" 100 100 80 64 66 40 3.6 0 #10D 2 0.6 0 $leve Size 09/12/2008 06:23 3609392433 LAWSON LAND DEV PAGE 02/02 Sep. 12. 2008 6:10AM FERGUSON PLANT TEAM No.4515 P. 1 GEOTEX 601 is a polypropylene, staple fiber, needlepunched nonwoven geotextile produced by Propel, and will meet the following Minimum Average Roll Values (MARV) when tested in accordance with the methods listed below. The fibers are needled to form a stable network that retains dimensional stability relative to each other. The geotextile is resistant to ultraviolet degradation and to biological and chemical environments normally found in soils. GEOTEX 601 conforms to the property values listed below.' Propex performs internal Manufacturing Quality Control (MQC) tests that have been accredited by the Geosynthetic Accreditation Institute - Laboratory Accreditation Program (GAI•LAP). Tensile Strength Grab Elongation Puncture CBR Puncture Mu ten Burst lir. -FTITZT; 160 l•s ASTM D . ; 33 ASTM D-6241 ASTM D. 8 410 lbs p5T ASTM D-4533 60 lbs 50' 182 930 kPa 26 Endurance UV Resistance ASTM D-4 55 70% draulic pparent Openingg Size AOS3 Permittivity Water Flow Rate ASTM D-4751 ASTM 0-4491 70 US Std. Sieve 0.212 mm 1.30 sec - Roll Sizes 3.81mx109.8m 4.57m x 91.5m NOTES: 1, The property values listed above are Wen five 0812006 and are eubJa * to change wmlout notice. L Vabes sham are in wearer principal direction. Minimum average rob Values (MARV) are eet alated as the grpicel mass two standard devia8pna. SlalAm01N, h yledds a 97.7% degree 6f confidence Dual any aampies taken from quality assurance tasting xrio exceed the value reported. s. Maxim average rem value. P]R E I THE AoVANi'AcE CREATORS." GEOSYNiHE11CS Prepex Inc. 6025 Lee Highway, Suite 429 PO Box 22788 Chattanooga, TN 37422 P14: 423 899 0444 PH: 800 621 1273 FAX: 423 899 7619 www.geotextile.com 4e,VA (..disc. holm t %! ,0....G.✓. A1.wmt old ra.. ., 'mastered trW.eu,. r'wog vs 7INT PDElKAnCei SHOULD 1(OTBE CDNSTwJEDAS EI(OPINPD1G ADAM Via l$?c gT10n OQNrPaiealI115pia co ISAcCURA1TO Tri EEror W1N I(J IEOGE, mg mu r4rwyave r'ls AMMO ORCORNETENESS.FRRowe cusSOMER NibVTEROPTHEpop= SMOIdQAsossz lEPpsOaRS 4TYFORTHEROLLDErFBtUUATIONOF1HES WAMPYor7HEWPOy4ttWAlinaRROWCI Arg erMP MOaRIttusurrmO wLcesreiAso MIK 01€�PFPPtN YDNCtAPdstvaliOmiri ow sr mom AlaO RMGEYAANT S.q USS MI WQUDINOWasitpa S WTWUT ,imupReogcr, on wIN WOFantOsSNTA wissmirsosssorr OR Mils FOR APARTICOIARPURPOSE,O1MUM FROM FRiP'tiiq W AAriPls.ACOME OPOMALIHOORUSAGE OPWAX. t92006 Propex Inc. 09/11/2008 14:43 3609392433 LAWSON LAND DEV Sep. 11. 2008 2c19PM FERGUSON PLANT TEAM .ro f/b Ago attee N my PAGE 06/08 No. 4510 P. 8 1 P 1 1 1 1 • 1 m cn 3 co m 3 z, Q z � griE F(f) c§eri zNl Q Pi rn 0 z -I m 09/11/2008 14:43 3609392433 LAWSON LAND DEV Sep. 1 . 2008 2:19PM FERGUSON PLANT TEAM ra Y Y a r 3 1 P 1 1 IN 10 PAGE 07/08 No. 4510 P. 9 09/11/2008 14:43 3609392433 LAWSON LAND DEV Sep. 1 , 2008,E 2:20P4....FERGUSON PLANT TEAM i D M 3 1 1 1 h. • m % 9 S t a I 2 V 0 W G 1 5 I Rd WI PAGE 08/08 No. 4510 P. 10 09/11/2008 14:43 3609392433 LAWSON LAND DEV Sep. 11. 2008 2:19PM FERGUSON PLANT TEAM �duiwans thV wol03I PAGE 02/08 No.4510 P, 1 1 iij!iijitiji '411ti 2 logaih.2.4 oilmilo 1 MAI 1Om I 4 R Z�� m " m !J1!r11!1°III 5 ill 11,111 0 I01If; ail it Is 1 JI' 'hIi' "Il 3 !I Irb sop. 1 4 it g 49111 COMO! • M rbA•r� r.��a• 6 1 a 1 1 1 1 8 1 8 5 a n ti Si 1 11 Tp �Q 5 Inn eur MANHOLE STORMFlLTER -35333-01 Mc00NALOS TUKWILq TUKWILA, WA SITE DESIGNATION: 01311 09/11/2008 14:43 3609392433 LAWSON LAND DEV Sep, 11. 2008 2:19PM FERGUSON PLANT TEAM (i® 11835 NE Glenn Wiling Dr Portland, OR 97220 STORMWATER Tout 800348.4667 Fact 8011:551.1 271 OW110iV5� mntechgormwatertom To Fax: Phone: We are sending you via: From: Date: Project Name: Location: ' Project #: Copies/Pages: PAGE 03/08 No, 4510 P. 6 SUBMITTAL Correnna Armstrong 9/10/08 McDonatds - Tukwila Tukwila, WA 35333 Serial # Date ' No. Description 35333.01 9/10/2008 35333.01 72° MANHOLE STORMFILTER 35333-02 8/1012008 35333.02STORMCHAMBER UNDERGROUND DETENTION SYSTEM Rernarlcs: + Please confirm that the structure(s) shown on the attached submittal(c) rneet(s) the requirements of your project. • • Please note heaviest section weights provided on submittal(s). • Please submit your approval or request revisions by checking the appropriate box below and returning this form and the approved submittal(e) to CONTECH Stormwater Solutions. • Upon receipt of 'approved" submittal(s), the system(s) shall be rcleeased to manufacture. Production time is estimated at 46 weeks. THE ATTACHED DRAWING(S) ARE: O APPROVED AS SUBMITTED. No written comments/chenges. Please cast the strut ure(s). ❑ APPROVED AS NOTED. Please cast the structure(e). ❑ NOT APPROVED, Do not mettle structure(s). Revise and resubmit AUTHORIZED APPROVAL APPROX. DATE NEEDED oft if %mar ... Par 1 of 1 09/11/2008 14:43 3609392433 LAWSON LAND DEV PAGE 04/08 Sep. 11. 2008 2:18PM FERGUSON PLANT TEAM No. 4510 P. 4 • ICP1'fCii 0 41835 NE Wenn Witting Dr PI:Inland, OR 97220 STORTE MWfAroil-fife: 800.548.4667 Fax 909.56 1,1271 SOLUTIONSxt conteCtlgOrrnwaxer.com Treatment Specific Terms and Cdpoltions of Sale 9A . E@ 1.1 Pilose quoted are valid 80 days from quota dote. 1.2 Prices are bared co Uhe cu+drtee d d rid loins, 1.3 Nees ala FOS origh with Isngihd Slowed tolobraa and tmloadhg by athero. 14 Foal price is subject to change upon tzstrmaaon dsya m design parameters. 1.3 Pita irides roantx b lamas and mverQ and rams to gad; redoes ehUrernice noted: Vnillohylk Votattoxfa, Voll tm® and VartSenbtall poen do nal iodide dears or grade rte Manhole (raves and covers of a type Outer than lielara standard. drequ cod, may be pmvided elan additional cost Variance' hatch far aeoeesing the cmtascing media shall be 1,6 The prices given do nor Indudeany Federal, Sate, local tales,duties, tare or other apnoea oressessrnerda<en Products eud shipmertor &As. Anyardr boors an effect at lite tine of srirrr,.4rhd be paid by tie Pw.dravgc. Crat�qurenry, Ur adaAlah to the (Noted prices In egad the rine dr" tha Mann Clam ouch calms be pcm by the Purchaser. or tri lieu thmeat: stmt provide the &derwal cite Teat Igmrnpilon osnitcaze andinr Resale Cerdtioato =coals to the ta+daag out horlties. 2.0 Maar 2.1 Ro'thme' hrrey cancel Mb cider rue prejggf ahneee9lon. in pt+e ewe of elicit tarrc6e91ar►, Pueoltetaarwtr be Gaits for payment ea*doom:15%ofthequatedamountlitheoroariscwncatladpdortoapprov014faubmi 25% ritequoted snourtVibe order is cenneped after the dosed al subnila s 30% of the quoted amaur2lithe order hes been released to marataraure,any smuts Os+s 22 frmouaar Whir projectcancellation may betiled arwearer wawa dthesoletLsaefiondam, Sellers security irdrreet shag may've any caddialen or termination oft is masernent 3.0 9uhmem idtannovol udon af mond prodatta in accordance with approved 31faandatte Purchaser admakakdilen that s1gnud by .Produsdoror his aof said i copimaon= only upon receipt of pardoae v'der and taceipt by Seller of emoted submit& 4.0 IlrilvWy and insbliseap 4.1 Warr#reeeragrees to provido=rmtabla ammo for Sellers delivery buds, ttetlo= ado enc Isaor, aro a memo people to as= m five u eloadng atm psaduga 4.2 Price Mew= mohair walling time and one hour olked gine. Delays caused eyrie Purchaser, which are over hod ace v Tie two-hour Period, Will be bled seaming to costs inured, The uxfst ordeI s aimed by OOIYTECH Staamuater Solutions or emir agent. which me ®Diet10n rand above toss ovarl1upaled, may be a amp to mW mama upon agfemar* by =TECH Sternmebrit4.8 Wards* does nos Imide Mg equlpnerR Customer's responsible nor sumMing a acne of nuuledat Bl ane rygv Clipaoly and tigsng iarorma 6Yrdem(s) imdfcc system eoatponwtle offdoluery trucks, Daft it glees and all Mated ccaseualon and sae any m end from the system siducelg bed preparation °heaved wane or after. 4A Saila' w8 order nD r u anathnlxs accept t edict nell Without prior written approval. MOM emblems arise duthg dente~tften. Saner must ee omega by Pirahaser InnmadIatey. MIAOW te do so may rested in additional Mie to Purchaser that cannot be melted. 4.5 Purchaser aghees to provide a eat delivery ole sea comfy win al Wendt, State and local seedy mqumernerds. Purchaser tater agrees to hold Ser kink= and to derail any and all adore, dolma, sults. and proceedings that may wiled 5eOar to iabetycoketo Pureitmerlsfailure to provFgd 8 WO *livery aka 6.0 P�gi 5.1 Payment tonna aka Net 30 days from data of eblp mart subject to aadt approval efterracebt of acoeplabie credit mamma 6001115 b11 Purchaser. 52 Payment kr purchases tom Seller stud riot be aqua to reloinage asks erry CkCianstersoas. GA Nadas Ron ardim [faeadiva 6.1 Shouldhespa amba�adhsrarrlernot conform tothe raqu of this aided orbeahrenvise.Odeon, Pud>arerahal pr0Vtalawnmennonce ro&dermin Wanaruypaid. IfPurchaser lulustopreside said =lien nor= MuirIre pedal, Purthaser shalt have vvalved wid reD'neubbaed al deem forPipplaoanent and pop* at detteh a pmduL . In the emote* products fat 83 0omPty volt tike naudreMerlel Of t itscrosbact, and PhrdYaSerprCVtdeetingly sateen I53k 3, $e& ad, ed its iaaeil n, repair, WW2 Or Nhnd Ila Mirth= pio9► or =MO eat; of ramcordcordna ofde ave products vvdhin a oeasoreber aoruoud often 7A MBSU )Il IAcmOmco 7.1 fins agreement MUst be accepted d1 is eot dtil 1s, If Purchaser proposes additional ordk[arendlema memo shall 00186! 8 c W8erG Lind no conaattshall came Mb esicreneeharoSakes mem to the a i$a-db terms, 8.0 41rNWtlan of 11:/ 8,1 Sellae teat 0$bt&yfhr al posses and dammer tubing me Jany and al cameo Wholvoiner ietick g, without r*. edeas in the Goods, sevloas ordooumeheeear suppled under ibis agreement, shae'rr no eued exceed ate padmeo Pktoo d the apps able item(s). wawa comer CIMNIECIf - -- page of D. R. STRONG CONSULTING ENGINEERS INC. Engineers Planners Surveyors 10604 NE 38th Place #101 Kirkland WA 98033 PHONE 425-827-3063 FAX 425-827-2423 RECEIVED JUN 3 0 2009 TUKWILA PUBLIC WORKS LETTER OF TRANSMITTAL TO: FROM: Joanna Spencer Travis W. Price ASLA ADDRESS: DATE: City of Tukwila June 30, 2009 For Delivery RE: Tukwila McDonald's PROJECT NUMBER: 07052 ['COPY OF LETTER ®PLANS ❑PRINTS ❑SPECIFICATIONS ❑ FOR YOUR USE ❑ FOR REVIEW ® FOR APPROVAL COPIES DATE ..,. DESCRIPTION 1 06.25.09 As -built Drawings Mylars 1 06.30.09 O&M Manual 1 06.30.09 CD of CAD drawings and PDF's NOTES/COMMENTS: Attached are all of the as -built drawings, CD and Operations and Maintenance Manual. The remaining turn -over documents will be submitted to the city after McDonald's Legal team and the city of Tukwila mutually agree on the language. 1107101070521 Transmittals I T090325-JoannaSpencer. d oc ooa-.a43 Operations and Maintenance Manual (O&M) for Tukwila McDonalds 15120 Pacific Highway S. Tukwila, Washington * EC E1VEED JUN 3 0 7.009 TUKWILA PUBLIC WORKS DRS Project No. 07052 Owner/Applicant McDonald's USA, LLC 12131 113th Ave NE Suite 103 Kirkland, WA 98032 Report Prepared by D. R. STRONG Consulting Engineers, Inc. 10604 N.E. 38th Place, Suite 101 Kirkland WA 98033 (425) 827-3063 Report Issue Date June 30, 2009 D 08-0,12(13 "..›.4viallriTENRALW 3,,,toNN ErsVITE STORMWATEI Stornifilter inspection and Maintenance procedures Maintenance Guidelines The primary purpose of the Stormwater Management StormFilter" is to filter out and prevent pollutants from entering our waterways. Like any effective filtration system, periodically these pollutants must be removed to restore the StormFilter to its full efficiency and effectiveness. Maintenance requirements and frequency are dependent on the pollutant load characteristics of each site. Maintenance activities may be required in the event of a chemical spill or due to excessive sediment loading from site erosion or extreme storms. It is a good practice to inspect the system after major storm events. Maintenance Procedures Although there are likely many effective maintenance options, we believe the following procedure is efficient and can be implemented using common equipment and existing maintenance protocols. A two step procedure is recommended as follows: 1. Inspection Inspection of the vault interior to determine the need for maintenance. 2. Maintenance Cartridge replacement Sediment removal Inspection and Maintenance Timing At least one scheduled inspection should take place per year with maintenance following as warranted. First, an inspection should be done before the winter season. During the inspection the need for maintenance should be determined and, if disposal during maintenance will be required, samples of the accumulated sediments and media should be obtained. Second, if warranted, a maintenance (replacement of the filter cartridges and removal of accumulated sediments) should be performed during periods of dry weather. 2 In addition to these two activities, it is important to check the condition of the StormFilter unit after major storms for potential damage caused by high flows and for high sediment accumulation that may be caused by localized erosion in the drainage area. It may be necessary to adjust the inspection/ maintenance schedule depending on the actual operating conditions encountered by the system. In general, inspection activities can be conducted at any time, and maintenance should occur, if warranted, in late summer to early fall when flows into the system are not likely to be present. Maintenance Frequency The primary factor controlling timing of maintenance of the StormFilter is sediment loading. A properly functioning system will remove solids from water by trapping particulates in the porous structure of the filter media inside the cartridges. The flow through the system will naturally decrease as more and more particulates are trapped. Eventually the flow through the cartridges will be low enough to require replacement. It may be possible to extend the usable span of the cartridges by removing sediment from upstream trapping devices on a routine as -needed basis in order to prevent material from being re -suspended and discharged to the StormFilter treatment system. Site conditions greatly influence maintenance requirements. StormFilter units located in areas with erosion or active construction may need to be inspected and maintained more often than those with fully stabilized surface conditions. The maintenance frequency may be adjusted as additional monitoring information becomes available during the inspection program. Areas that develop known problems should be inspected more frequently than areas that demonstrate no problems, particularly after major storms. Ultimately, inspection and maintenance activities should be scheduled based on the historic records and characteristics of an individual StormFilter system or site. It is recommended that the site owner develop a database to properly manage StormFilter inspection and maintenance programs. Prior to the development of the maintenance database, the following maintenance frequencies should be followed: Inspection One time per year After major storms Maintenance As needed, based on results of inspection (The average maintenance lifecycle is approximately 1-3 years) Per Regulatory requirement In the event of a chemical spill Frequencies should be updated as required. The recommended initial frequency for inspection is one time per year. StormFilter units should be inspected after major storms. Sediment removal and cartridge replacement on an as needed basis is recommended unless site conditions warrant. Once an understanding of site characteristics has been established, maintenance may not be needed for one to three years, but inspection is warranted and recommended annually. Inspection Procedures The primary goal of an inspection is to assess the condition of the cartridges relative to the level of visual sediment loading as it relates to decreased treatment capacity. It may be desirable to conduct this inspection during a storm to observe the relative flow through the filter cartridges. If the submerged cartridges are severely plugged, then typically large amounts of sediments will be present and very little flow will be discharged from the drainage pipes. If this is the case, then maintenance is warranted and the cartridges need to be replaced. Warning: In the case of a spill, the worker should abort inspection activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. To conduct an inspection: Important: inspection should be performed by a person whoa. is familiar with the'operation and configuration of the Stormfitter treatment unit 1. If applicable, set up safety equipment to protect and notify surrounding vehicle and pedestrian traffic. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 7. Remove safety equipment. 8. If appropriate, make notes about the local drainage area relative to ongoing construction, erosion problems, or high loading of other materials to the system. 9. Discuss conditions that suggest maintenance and make decision as to weather or not maintenance is needed. Maintenance Decision Tree The need for maintenance is typically based on results of the inspection. The following Maintenance Decision Tree should be used as a general guide. (Other factors, such as Regulatory Requirements, may need to be considered) 3. Open the access portals to the vault and allow the system vent. 4. Without entering the vault, visually inspect the inside of the unit, and note accumulations of liquids and solids. 5. Be sure to record the level of sediment build-up on the floor of the vault, in the forebay, and on top of the cartridges. If flow is occurring, note the flow of water per drainage pipe. Record all observations. Digital pictures are valuable for historical documentation. 6. Close and fasten the access portals. 1. Sediment loading on the vault floor. a. If >4" of accumulated sediment, maintenance is required. 2. Sediment loading on top of the cartridge. a. If >1/4" of accumulation, maintenance is required. 3 Submerged cartridges. a. If >4" of static water in the cartridge bay for more that 24 hours after end of rain event, maintenance is required. 4. Plugged media. a. If pore space between media granules is absent, maintenance is required. 5. Bypass condition. a. If inspection is conducted during an average rain fall event and StormFilter remains in bypass condition (water over the internal outlet baffle wall or submerged cartridges), maintenan£e is required. 6. Hazardous material release. a. If hazardous material release (automotive fluids or other) is reported, maintenance is required. 7. Pronounced scum line. a. If pronounced scum line (say ? 1/4" thick) is present above top cap, maintenance is required. 8. Calendar Lifecycle. a. If system has not been maintained for 3 years maintenance is required. 3 Assumptions • No rainfall for 24 hours or more • No upstream detention (at least not draining into StormFilter) • Structure is online • Outlet pipe is clear of obstruction • Construction bypass is plugged Maintenance Depending on the configuration of the particular system, maintenance personnel will be required to enter the vault to perform the maintenance. Important: If vault entry is required, OSHA rules for confined space entry must be followed. Filter cartridge replacement should occur during dry weather. It may be necessary to plug the filter inlet pipe if base flows is occurring. Replacement cartridges can be delivered to the site or customers facility. Information concerning how to obtain the replacement cartridges is available from CONTECH Stormwater Solutions. Warning: In the case of a spill, the maintenance personnel should abort maintenance activities until the proper guidance is obtained. Notify the local hazard control agency and CONTECH Stormwater Solutions immediately. To conduct cartridge replacement and sediment removal maintenance: 1. If applicable, set up safety equipment to protect maintenance personnel and pedestrians from site hazards. 2. Visually inspect the external condition of the unit and take notes concerning defects/problems. 3. Open the doors (access portals) to the vault and allow the system to vent. 4. Without entering the vault, give the inside of the unit, including components, a general condition inspection. 5. Make notes about the external and internal condition of the vault. Give particular attention to recording the level of sediment build-up on the floor of the vault, in the forebay, and on top of the internal components. 6. Using appropriate equipment offload the replacement cartridges (up to 150 lbs. each) and set aside. 7. Remove used cartridges from the vault using one of the following methods: Method 1: A. This activity will require that maintenance personnel enter the vault to remove the cartridges from the under drain manifold and place them under the vault opening for lifting (removal). Unscrew (counterclockwise rotations) each filter cartridge from the underdrain connector. Roll the loose cartridge, on edge, to a convenient spot beneath the vault access. Using appropriate hoisting equipment, attach a cable from the boom, crane, or tripod to the loose cartridge. Contact CONTECH Stormwater Solutions for suggested attachment devices. 4 ffl`�'c Important: Note thatcartridges containing leaf. media (CSF) do ;:not require unscrewing from their connectors. Take care not to damage: the manifold connectors_ This connector should remain installed in the Manifold, and could be . . capped during the maintenance activity to prevent sediments from entering the underdrain manifold. B. Remove the used cartridges (up to 250 lbs. each) from the vault. Important: Care must be used to avoid damaging the cartridges during removal and installation. The cost of repairing components damaged during maintenance will be the responsibility of the owner unless 'CONTECH Stormwater Solutions performs the maintenance activities and damage is not related to discharges to the system. C. Set the used cartridge aside or load onto the hauling truck. D. Continue steps a through c until all cartridges have been removed. Method 2: A. Enter the vault using appropriate confined space protocols. B. Unscrew the cartridge cap. C. Remove the cartridge hood screws (3) hood and float. D. At location under structure access, tip the cartridge on its side. Important Note that cartridges containing media other.than the leaf media fequire:uriscrevvingfrom their threaded connectors: Take care not to damage the manifold. connectors: This connector`should remain installed in the', manifold and capped if necessary. - • D. Empty the cartridge onto the vault floor. Reassemble the empty cartridge. E. Set the empty, used cartridge aside or Toad onto the hauling truck. F. Continue steps a through e until all cartridges have been removed. 11. Close and fasten the door. 12. Remove safety equipment. 13. Finally, dispose of the accumulated materials in accordance with applicable regulations. Make arrangements to return the used empty cartridges to CONTECH Stormwater Solutions. 8. Remove accumulated sediment from the floor of the vault and from the forebay. This can most effectively be accomplished by use of a vacuum truck. 9. Once the sediments are removed, assess the condition of the vault and the condition of the connectors. The connectors are short sections of 2 -inch schedule 40 PVC, or threaded schedule 80 PVC that should protrude about 1" above the floor of the vault. Lightly wash down the vault interior. a. If desired, apply a light coating of FDA approved silicon lube to the outside of the exposed portion of the connectors. This ensures a watertight connection between the cartridge and the drainage pipe. b. Replace any damaged connectors. 10. Using the vacuum truck boom, crane, or tripod, lower and install the new cartridges. Once again, take care not to damage connections. 5 Related Maintenance Activities - Performed on an as -needed basis StormFilter units are often just one of many structures in a more comprehensive stormwater drainage and treatment system. In order for maintenance of the StormFilter to be successful, it is imperative that all other components be properly maintained. The maintenance/repair of upstream facilities should be carried out prior to StormFilter maintenance activities. In addition to considering upstream facilities, it is also important to correct any problems identified in the drainage area. Drainage area concerns may include: erosion problems, heavy oil loading, and discharges of inappropriate materials. Material Disposal The accumulated sediment found in stormwater treatment and conveyance systems must be handled and disposed of in accordance with regulatory protocols. It is possible for sediments to contain measurable concentrations of heavy metals and organic chemicals (such as pesticides and petroleum products). Areas with the greatest potential for high pollutant loading include industrial areas and heavily traveled roads. Sediments and water must be disposed of in accordance with all applicable waste disposal regulations. When scheduling maintenance, consideration must be made for the disposal of solid and liquid wastes. This typically requires coordination with a local landfill for solid waste disposal. For liquid waste disposal a number of options are available including a municipal vacuum truck decant facility, local waste water treatment plant or on-site treatment and discharge. •- RECYCLED IRd PAPER 6' 3 • =Aril pafeom t:'J3i�t5 800.925.5240 contechstormwater.com Support • Drawings and specifications are available at contechstormwater.com. • Site-specific design support is available from our engineers. ©2007 CONTECH Stormwater Solutions CONTECH Construction Products Inc. provides site solutions for the civil engineering industry. CONTECH's portfolio includes bridges, drainage, sanitary sewer, stormwater and earth stabilization products. For information on other CONTECH division offerings, visit contech-cpi.com or call 800.338.1122 Nothing in this catalog should be construed as an expressed warranty or an implied warranty of merchantability or fitness for any particular purpose. See the CONTECH standard quotation or acknowledgement for applicable warranties and other terms and conditions of sale. Date: Personnel: Location: System Size: System Type: Vault El Cast -In -Place E1 Linear Catch Basin ❑ Manhole ❑ Sediment Thickness in Forebay: Sediment Depth on Vault Floor: Structural Damage: Estimated Flow from Drainage Pipes (if available): Cartridges Submerged: Yes No n Depth of Standing Water: StormFilter Maintenance Activities (check off if done and give description) ❑Trash and Debris Removal: n Minor Structural Repairs: Drainage Area Report Excessive Oil Loading: Yes El No Source. Sediment Accumulation on Pavement: Yes f No Source: Erosion of Landscaped Areas: Yes No Source: Items Needing Further Work: Owners should contact the local public works department and inquire about how the department disposes of their street waste residuals. Other Comments: Date: Other ❑ STORMWATER �``- SOLUTEONSINc. Review the condition reports from the previous inspection visits. ormF-ilterao tenance Date: Personnel: Location: System Size: System Type: Vault 0 Cast -In -Place ❑ Linear Catch Basin ❑ Manhole ❑ Other ❑ List Safety Procedures and Equipment Used: System Observations Months in Service: Oil in Forebay: Yes ❑ No❑ Sediment Depth in Forebay: Sediment Depth on Vault Floor: Structural Damage: Drainage Area Report Excessive Oil Loading: Yes ❑ No ❑ Source: Sediment Accumulation on Pavement: Yes ❑ No ❑ Source: Erosion of Landscaped Areas: Yes 0 No ❑ Source: StormFilter Cartridge Replacement Maintenance Activities Remove Trash and Debris: Yes 0 No 0 Details: Replace Cartridges: Yes ❑ No ❑ Details: Sediment Removed: Yes 0 No 0 Details: Quantity of Sediment Removed (estimate?): Minor Structural Repairs: Yes 0 No ❑ Details: Residuals (debris, sediment) Disposal Methods: Notes: STORMWATER --.�, `"�--- SOLUTIONS.. Maintenance of StormChamberTM Systems The StormChambers provide great flexibility in facilitating maintenance tasks through different arrangements of StormChamber system components. These can be used individually, or in combination, to best accommodate local requirements, hydrologic parameters, and engineering design constraints. Each is discussed individ wlly below: 1) Pre-treatment devices. Under normal circumstances, a pre-treatment device is not necessary. However, under certain conditions, or local requirements, pre-treatment devices can be useful. Filtering, swirl concentrators, or other types of pre-treatment devices can be installed up- stream of the StormChamber system for removal of sediment, floatables, oil and grease, etc. Their use is particularly helpful for stormwater "hot spot" areas, such as automobile repair shops, where abnormally high concentrations of pollutants such as oil and grease can be expected. 2) Vacuum truck tube through 10 inch clean-out riser. The StormChambers are designed with a defined top portal area at the "down -flow" end of the chamber that can be cut out to accept up to a 10 inch diameter riser pipe (see drawings in this section). The 10 inch riser can be used as an observation well and for access of a vacuum truck tube that can be used to remove sediment. The "down -flow" ends of the StormChambers have end walls that are closed on the bottom (see enclosed drawings). The closed bottom functions similar to a coffer darn, with most of the sediment depositing prior to flowing into the next chamber, facilitating its removal through the riser pipe, which is positioned directly above this area. It is recommended, at a minimum, that clean-out risers be placed at the last chamber of each row of StormChambers which receive the flow from the stormwater inlet(s). 3) Sacrificial StormChamber row (in accommodation of the commonly utilized management practice of benign neglect). An additional row of StormChamber can be added for accumulation of sediment with minimal effect on the stormwater storage requirements of the system. This would be utilized as the "first row" of chambers — the row that accepts the stormwater flow from the inlet structures. Because the flow from the first row of chambers will have to make 90 degree turns through connecting pipes into the adjacent row, velocity of flow will decrease and most of the transported sediment load deposits within the first row of StormChambers. HGb'OLO jiC SOL vlrONd- A multi -disciplinary environmental consulting and water resources research company. Maintenance of StormChamberTM Systems 4) Grated inlet structures. The use of fully grated inlet structures will keep the vast majority of debris out of the StormChamber system. (It is sul ested that these be placed near the entrance to the establishment being constructed as an incentive for owner maintenance). 5) Inlet structures with sumps. The use of inlet structures with a 2-4 foot sump is recommended. This will allow for additional capture of sediment that can easily be removed with a vacuum truck or other device before it gets into the StormChamber system. A sumped inlet structure placed at both ends of the first row of StorrnChambers can also be used to facilitate sediment removal within the StormChamber system. Under this alternative, one or more additional chamber(s) is added to the beginning and end of the first row, the end of each being inserted directly into the sumped inlet structures. This provides for physical access into the first row for maintenance (see "Example Configurations" section). 6) Protected stormwater inlets during construction. It is highly recommended that, under any of the above alternatives, the StormChamber system not be opened to receive stormwater flows until construction of the site has been completed. Even then, all stormwater inlets must be protected from sediment loading until the site is completely stabilized. Complete stabilization implies that the construction site has been cleared of construction -related debris and has incurred at least two storm events sufficient to wash most soil and other particulate matter off impervious surfaces. Inspection and Maintenance Schedule Inspect through the risers quarterly and after each large storm event. It is recommended that a log book be maintained showing the depth of water in the StormChamber at each observation in order to determine the rate at which the StormChamber system dewaters after runoff producing storm events. Once the performance characteristics of the StormChamber have been verified, the monitoring schedule can be reduced to an annual basis, unless the performance data suggests that a more frequent schedule is required. Sediment should be removed when deposits approach within six inches of the invert heights of connecting pipes between StormChamber rows, or in sumped inlet structures. Contact HydroLogic Solutions for technical assistance at 1.877.426.9128 or email us at info@hydrologicsolutions.corn. iurrok—,is A multi -disciplinary environmental consulting and water resources research company. OPERATIONS AND MAINTENANCE MANUAL CATCH BASINS The Type 1-L catch basins have a one -foot deep sump, and the Type 2 catch basins have a two -foot deep sump for sediment accumulation. These sumps should be periodically checked and the sediment removed when accumulated to more than 1/3 of the depth from the bottom of the basin to the invert of the lowest pipe into or out of the basin. Grates should be cleaned when trash or debris of more than 1/2 cubic foot is located immediately in front of the basin opening, or is blocking capacity of the basin by more than 10%. Conveyance pipes should be periodically checked and cleaned when more than 20% of the pipe diameter is obstructed by accumulated sediment or debris. Accumulated sediment and stagnant conditions may cause noxious gases to form and accumulate in the vault. Vault maintenance procedures must meet OSHA confined space entry requirements, which includes clearly marking entrances to confined space areas. This may be accomplished by hanging a removable sign in the access riser(s), just under the access lid. Sediment in the vault should be removed when the 1 -foot (average) sediment zone is full plus 6 inches. Sediment should be tested for toxicants in compliance with current disposal requirements if visual or olfactory indications of pollution are noticed. Water drained or pumped from vaults prior to sediment removal may be discharged to the downstream conveyance (i.e. roadside ditch), if it is not excessively turbid (i.e. if water appears translucent when held to light), and if floatable debris and visual petroleum sheens are removed. Excessively turbid water (i.e. water appears opaque when held to light) should be discharged only after the solids have been removed. Floating debris and accumulated petroleum products should be removed as needed, but at least annually. The floating oil should be removed from wetvaults used as oil/water separators when oil accumulation exceeds one inch. Perform inspections of all components quarterly during the first year of operation, then annually thereafter. For more detailed maintenance instructions, refer to the standards contained at the end of this section. ©2009 D. R. STRONG Consulting Engineers Inc. Tukwila McDonald's Technical Information Report City of Tukwila, Washington No. 4 — Control Structure/Flow Restrictor Maintenance Component .' : Defect Condition When Maintenance :is Needed .. 'Results'Ex ected :. When Maintenance i, sPerformed : General . Trash and Debris (Includes Sediment) Material exceeds 25% of sump depth or 1 foot below orifice plate. Control structure orifice is not blocked. All trash and debris removed. Structural Damage Structure is not securely attached to manhole wall. Structure securely attached to wall and outlet pipe. Structure is not in upright position (allow up to 10% from plumb). Structure in correct position. Connections to outlet pipe are not watertight and show signs of rust. Connections to outlet pipe are water tight; structure repaired or replaced and works as designed. Any holes --other than designed holes—in the structure. Structure has no holes other than designed holes. Cleanout Gate Damaged or Missing Cleanout gate is not watertight or is missing. Gate is watertight and works as designed. Gate cannot be moved up and down by one maintenance person. Gate moves up and down easily and is watertight. Chain/rod leading to gate is missing or damaged. Chain is in place and works as designed. Gate is rusted over 50% of its surface area. Gate is repaired or replaced to meet design standards. Orifice Plate Damaged or Missing Control device is not working properly due to missing, out of place, or bent orifice plate. Plate is in place and works as designed. Obstructions Any trash, debris, sediment, or vegetation blocking the plate. Plate is free of all obstructions and works as designed. Overflow Pipe Obstructions Any trash or debris blocking (or having the potential of blocking) the overflow pipe. Pipe is free of all obstructions and works as designed. Manhole See "Closed Detention Systems" (No. 3). See "Closed Detention Systems" (No. 3). See "Closed Detention Systems" (No. 3). Catch Basin See "Catch Basins" (No. 5). See "Catch Basins" (No. 5). See "Catch Basins" (No. 5). August 2001 Volume V — Runoff Treatment BMPs 4-35 No. 5 — Catch Basins Maintenance Component .. Defect Conditions When Maintenance is Needed' °:.:.Results Expected, When:, Maintenance is , performed . , General Contamination and Pollution See "Detention Ponds" (No. 1). No pollution present. Catch Basin Cover Cover Not in Place Cover is missing or only partially in place. Any open catch basin requires maintenance. Catch basin cover is closed Locking Mechanism Not Working Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. Mechanism opens with proper tools. Cover Difficult to Remove One maintenance person cannot remove lid after applying normal lifting pressure. (Intent is keep cover from sealing off access to maintenance.) Cover can be removed by one maintenance person. Ladder Ladder Rungs Unsafe Ladder is unsafe due to missing rungs, not securely attached to basin wall, misalignment, rust, cracks, or sharp edges. Ladder meets design standards and allows maintenance person safe access. Metal Grates (If Applicable) Grate opening Unsafe Grate with opening wider than 7/8 inch. Grate opening meets design standards. Trash and Debris Trash and debris that is blocking more than 20% of grate surface inletting capacity. Grate free of trash and debris. Damaged or Missing. Grate missing or broken member(s) of the grate. Grate is in place and meets design standards. No. 6 — Debris Barriers (e.g., Trash Racks) Maintenance a:' Components Defect .. Condition When Maintenance is Needed t ' • ' Results Expected When . Maintenance is Performed: General Trash and Debris Trash or debris that is plugging more than 20% of the openings in the barrier. Barrier cleared to design flow capacity. Metal Damaged/ Missing Bars. Bars are bent out of shape more than 3 inches. Bars in place with no bends more than 3/4 inch. Bars are missing or entire barrier missing. Bars in place according to design. Bars are loose and rust is causing 50% deterioration to any part of barrier. Barrier replaced or repaired to design standards. Inlet/Outlet Pipe Debris barrier missing or not attached to pipe Barrier firmly attached to pipe August 2001 Volume V — Runoff Treatment BMPs 4-37 No. 5 — Catch Basins Maintenance Component P . Defect Conditions When Maintenance is Needed. ; . - . : _.:. Results. Expected When Maintenance is performed- _. General Trash & Debris Trash or debris which is located immediately in front of the catch basin opening or is blocking inletting capacity of the basin by more than 10%. No Trash or debris located immediately in front of catch basin or on grate opening. Trash or debris (in the basin) that exceeds 60 percent of the sump depth as measured from the bottom of basin to invert of the lowest pipe into or out of the basin, but in no case less than a minimum of six inches clearance from the debris surface to the invert of the lowest pipe. No trash or debris in the catch basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Inlet and outlet pipes free of trash or debris. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). No dead animals or vegetation present within the catch basin. Sediment Sediment (in the basin) that exceeds 60 percent of the sump depth as measured from the bottom of basin to invert of the lowest pipe into or out of the basin, but in no case less than a minimum of 6 inches clearance from the sediment surface to the invert of the lowest pipe. No sediment in the catch basin Structure Damage to Frame and/or Top Slab Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (Intent is to make sure no material is running into basin). Top slab is free of holes and cracks. Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Frame not securely attached Frame is sitting flush on the riser rings or top slab and firmly attached. Fractures or Cracks in Basin Walls/ Bottom Maintenance person judges that structure is unsound. Basin replaced or repaired to design standards. Grout fillet has separated or cracked wider than 1/2 inch and longer than 1 foot at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. Pipe is regrouted and secure at basin wall. Settlement/ Misalignment If failure of basin has created a safety, function, or design problem. Basin replaced or repaired to design standards. Vegetation Vegetation growing across and blocking more than 10% of the basin opening. No vegetation blocking opening to basin. Vegetation growing in inlet/outlet pipe joints that is more than six inches tall and less than six inches apart. No vegetation or root growth present. 4-36 Volume V — Runoff Treatment BMPs August 2001 2006 Washington State Nonresidential Energy Code Compliance Form Envelope:Summary Climate Zone.1 ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project In#o Project Address McDonald's Restaurant -2007 4587PP+5' Rear Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Date 5/13/2008 15210 Pacific Rory. South Concrete/Masonry OptionOno O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. 0 yeS Check here if using semi -heated path and if project meets all requirements for semi -heated spaces Semi -Heated Path Ono as defined in section 1310. Requires other fuel heating and qualifying thermostat Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. For Building Department Use FILE cop Ala... Tukwila, WA 98188 R-19 Below Grade Walls Applicant Name: Christopher K. Doerahlog, AIA Floors Over Unconditioned Space Applicant Address: 7007 Discovery Blvd. / Dublin, OR 43017 Applicant Phone: 614-634-7000 . kiipOG . flOrklr1911940 �u6Y� C\i�e Project Description 2 New Building ❑ Addition ❑ teration ❑ Change of Use Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) rrr. .� f • CIS•. ❑ Seattle Env. Std : , , - f7,7! nig ❑ Systems Analysis - Space Heat Type 0 Electric resistance O All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically.taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 947.9 ÷ 5463.9 X 100 = 17.3% Concrete/Masonry OptionOno O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly below. 0 yeS Check here if using semi -heated path and if project meets all requirements for semi -heated spaces Semi -Heated Path Ono as defined in section 1310. Requires other fuel heating and qualifying thermostat Only wall insulation requirement is reduced (2006 change). Only available in prescriptive path. Envelope Requirements (enter values as applicable) Wall Maximum U -factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply Minimum Insulation R -values Roofs Over Attic U -factor All Other Roofs R-30 Opaque Walls' R-19 Below Grade Walls 10 Floors Over Unconditioned Space Slabs -on -Grade ilt; Of 111"11. Radiant Floors . kiipOG . Maximum Ll -factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing 1. Assemblies with metal framing must comply with overall U -factors 6729 Not REGISTERED ARCHITECT her K. Doerschlag MAY 19 2008 INCOMPLETE Opaque Concrete/Masonry Wall Requirements Wall Maximum U -factor is 0.15 (R5.7 continuous ins) CMU block walls with insulated cores comply If project qualifies for Concrete/Masonry Option, list walls with HC >_ 9.0 Btu/ft•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 10-9 in the Code. Wall Description (Including insulation R -value & position U -factor CODC' CO 10 Alb 1 1 ilt; Of 111"11. . kiipOG . bOS.2A.,3 I CEVFD MAY 23 2008 PERMIT CENTER 2006 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) Climate Zone 1 ENV -SUM 2006 Washington State Nonresidential Energy Code Compliance Forma Revised July 2007 Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems Including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door R-10 R-19 R-30 R-21 R-19 R-10 R-10 U-0.60 .4—N Mass Wall Criteria OK? (below) Yes Lye START Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W/fts of the gross conditioned floor area. Exception: Heat puns end terminal electric resistance heating In variable air volume distribution systems. Yes AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7c1 CMU Block Ins. Cores Wood Frame R19 Metal Framed R19 ke„ No Glazing Criteria Met? Glazing Area % 0-30% 30-45% >45% Vert OH Wal UVai SHGC 0.55 0.70 0.45 0.45 0.60 0.40 Not Allowed No Yes Yes All Insulation Installed? Below Grd Wall (ext) Below Grd Wall (oth) Roof Over Attic All Other Roof Raised Floor Slab -On -Grade Radiant Floor Opaque Door Wood R-10 R-19 R-38 R-30 R-30 R-10 R-10 U-0.60 Metal R-10 U-0.062 U-0.031 U-0.034 U-0.029 R-10 R-10 U-0160 �No— Yes Yes— Glazing Criteria Met? Glazing Vert OH Area % UVaI UVai SHGC 0-30% 0.40 0.60 0.40 >30 Not Allowed iIPrescriptive Yes Path Allowed �J Component Performance, Systems Analysis, or EnvStd Required Yes 1' No-► AG Mass Wall Insulation Req. Mass Wall U0.15/R5.7ci CMU Block Ins. Cores Wood Frame R19 Metal Framed U0.062 Concrete/Masonry Option* Wall Heat Capacity (HC) e area weghted heat capacity (HC) of the total above grade wall Is a minimum of 9.0, the Concrete Masonry Option may be used. **For framed walls, assume HC=1.0 unless calculations are provided; for all other walls uCP Assembly Description Assy.Tag HC** Area (sf) HC x Area Totals Area weighted HC: divide total of (HC x area) by Total Area Section 1009. 2006 Washington State Nonresidential Energy Code Compliance Form Envelope UA Calculations Climate Zone 1 2006 Washington State Nonresidential Energy Code Compliance Forms ENV -UA Revised July 2007 Project Address McDonald's Restaurant -2007 4587PP+5, Rear Date 5/13/2008 Space Heat Type 0 Electric resistance Q All other For Building Department Use Glazing Area as % gross exterior wall area 17.3% Prop. 45. 0% Max.Target Concrete/Masonry Option 0 Yes Q No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). Building Component List components by assembly ID & page # Proposed UA U -factor x Area (A) = UA (U x A) Target UA U -factor x Area (A) = UA (U x A) Vertical Glazing U= PIanID windows U= Plan ID Doors U= Pian ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.260 884.9 230.1 0.260 63.0 16.4 0.550 947.9 521.3 Glazing% Efectnc Resist Other=Heahn. 0 3 # X055 >3O 45% ! ee not abp I 0:45 f �' Overhead Glazing Over Attics U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.700 azing 0 30% >30 e cRestn *OtherHeat g ' IP, r 43 n016 -above 0 6 ...._ H.. Oth.Roofs U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID:,0.700 ; a> m o O D. o U= Plan ID: U= Plan ID: U= Plan ID: 0.600 ' t a slsi Other ''i®r.f._060� Ah. t.•il Heating: P ° C a R= PIanID: R= Plan ID: R= Plan ID: 0.030 5136.0 154.1 0.036 5136.0 184.9 y � p 1� 1O e ax, g?E6.:. w r o O ix R= Plan ID: R= Plan ID: R= Plan ID: 0.046 sk �. 7r:P cin ' ass f Otter I ea 'n ,i y. ". :wS�04& :.. Opaque Walls* R= PIanID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID:, R= Plan ID:# **Note: sum of Target Areas here should equal 0.049 4516.0 221.3 Target Opaque Wall Area (see back) 0.050 4516.0 225.8 ** ** .���aE c esl � O. P..4061 0 Fa 04 9::: 'e a o-kk e :Sr 41 r' 015 0,s ssallife : r.. ocivw Grade R= Plan ID: R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls s' tree } estst Othef eatri�g Int s 62 � A 062 Ext Fns � 7 ''s_ ... , v „ T L O i _ R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: 0.056 Ejectnc Resist Other Heattn g; U 029 •0.056 1 y c oma n 0' a R= PIanID: R= Plan ID: R= Plan ID: R= Plan ID: 0.282 5136.0 1448.4 0.540 5136.0 2773.4 lectric Resist Other Heating; F=0 54 f=0-54.. - -''' (see Table 13 1 for -radiant floor values) . *For CMU walls, indicate core insulation material. Totals 15735 .9 2070.2 Totals 15735.9 3705.5 To comply: 1) Proposed Total UA shall not exceed Target Total UA. 2) Proposed Total Area shall equal Target Total Area. • 2006 Washington State Nonresidential Energy Code Compliance Form Climate Zone 1. ENV-SHGC 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Glazing List components by assembly ID & page # Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A ID: 0.380 947.9 360.2 0.450 947.9 426.6 ID:Gla ingc% Electric Resist: ^ �Qttierllfieatirfg ID: 0,3-6% ' . P -'7,0!-;4h ,-- • 4 _ .-:"11Dk45 3 ID: .>30-45% ` snot •ailo'wed Fd 04 ID: ID: p' .skt.,t,_, .k..w kfi•e: 11 *Note: Manufacturer's SC may be used in lieu of SHGC. Totals 947.9 360.2 Totals 947.9 426.6 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV-SUM1) exceeds the maximum allowed in Table 13-1. then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area Proposed Areas: Numbered values are used In calculations below. Roofs over Attics Other Roofs Walls OG= 00= VG= 947.9 5136.0 4516.0 5463.9 Y 2458.8 Roofs over Attics Other Roofs Walls X Max Glazing Area (Table 13-1) 45. 0% Target OG Area in Roofs over Attics Lt lesser 2458.8 • 100 Max OG Remaining 2458.8 Proposed Opaque Area 5136.0 Proposed Opaque Area 4516.0 -F Maximum Target Glazing Area 2458.8 Target OG Area in Other Roofs II lesser 2458.8 Proposed OG Area y Target OG Area`' Proposed VG Area 947.9 Target VG Area 947.9 Note: OG = overhead glazing VG = vertical glazing Target VG Area WW9r Target Opaque Area 3:i36.:0s`.. i Target Opaque Area Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. For Target OG's. the lesser values are used both here and below. Target Areas OK Target values In shaded boxes are used In the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. 2006 Washington State Nonresidential Energy Code Compliance Form -Project Summary 2006 Washington State Nonresidential Energy Code Compliance Forms PRJ-SUM Revised July 2007 Project Info Project Address McDonald's Restaurant -2007 4587PP+5' Rear Date 5/13/2008 15210 Pacific Hwy. South For Building Department Use Tukwila, WA 98188 Applicant Name: Jason Greenberg, PE Applicant Address: 2111 McDonald's Dr., Oak Brook, IL Applicant Phone: 630-623-6917 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary 2006 Washington State Nonresidential Energy Code Compliance Forms MECH-SUM Revised July 2007 Project Info Project Address McDonald's Restaurant -2007 4587PP+5' Rear Date 5/13/2008 15210 Pacific Hwy. south For Building Dept. Use Tukwila, WA 98188 Applicant Name: Jason Greenberg, PE Applicant Address: 2111 McDonald's Dr., Oak Brook, IL Applicant Phone: 630-623-6917 Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.1 Capacity2 Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location D-1 YORK DH120N15P2B_M* 115000 4000 ECONO 11.00 11.70 M1.0 & M3.0 K-1 YORK DH150N15Q2B_M* 146000 5000 ECONO 10.00 10.70 M1.0 & M3.0 K-2 YORK D3HG048N07925_M* 46500 1600 ECONO 13.20 11.40 M1.0 & M3.0 P-1 YORK DHO9ON15P2B_M* 89000 3000 ECONO 11.50 12.00 141.0 & M3.0 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 D-1 YORK DH120N15P2B_M* 144000 4000 ECONO 180000 144000 0.800 K-1 YORK DH150N15Q2B_M* 144000 5000 ECONO 180000 144000 0.800 K-2 YORK D3HG048N07925_M* 80000 1600 ECONO 100000 80000 0.800 P-1 YORK DH090N15P2B_M* 144000 3000 ECONO 180000 144000 0.800 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Controls Location of Service D-1 YORK DH120N15P2B_M* 4000 1.25 3.00 K-1 YORK DH150N15Q2B_M* 5000 1.40 5.00 K-2 YORK D3HG048N07925_M* 1600 0.50 1.00 P-1 YORK DH09ON15P2B_M* 3000 0.65 1.50 'If available. 2 As tested according to Table 14-1A through 14-1G. 3 If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: 4 Constant vol? • Air cooled? .i Packaged sys? J <20,000 Btuh? Split system? Economizer included? .i If Heating Only: <5000 cfm? <70% outside air? Decision flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. ( START ) System Type Heating Only No Heating/Cooling or Cooling Only Reference Section 1421 Yes — <70% OSA Yesi Yes Econo Included? Yes Air Cooled, Constant Vol? Yes jL6ol Cap <20,000 \u/ Yes Reference Section 1423 Outd or `Adjacent to 'outdoor otal Ca . wo economize <240,000 Btuh or 10%? Simple System Yes _11,. Allowed (section 1420) Yes - 10. Use Complex Systems (section 1430) Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH-CHK Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address McDonald's Restaurant -2007 4587PP+5' Rear Date 5/13/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M3.0 n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M2.0 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M3.0 n . a . 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types M3.0 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage M2.0,M3 n.a. 1412.4.2 Optimum Start Indicate optimum start controls n - a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yes 1412.6 Combustion htg. Indicate modulating or staged control M3.0 yes 1412.7 Balancing Indicate balancing features on plans M2.0 1412.8 Ventilation Control Indicate demand control ventilation for high -occupancy areas M3.0 yes 1422 Thermostat interlock Indicate thermostat interlock on plans M2.0 yes 1423 Economizers Equipment schedule M3.0 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M3.0 yes 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb M3.0 yes 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance M3.0 n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M3.0 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M2.0 yes 1415.1 Piping insulation Indicate R -value of insulation on piping SPEC 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan M2.0 yes 1416.2.2-3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing M0.0 n. a. 1416.2.4 Commissioning Indicate O&M manuals, record drawings, staff training n.a. 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report n. a. 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer M1.0 SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. 1441 Elec. water heater Indicate R-10 insulation under tank 1442 Shut-off controls Indicate automatic shut-off 1443 Pipe Insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 1454 Pool covers Indicate vapor retardant cover 1454 Pools 90+ degrees Indicate R-12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: 5 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit .Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH-CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14-1A through 14-1G. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14-1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas-fired and oil -fired forced air furnaces with input ratings > 225,000 Btu/h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable altemative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu/h (65 kW). including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be fumished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124-1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor {EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non-use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven-day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1 Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open {fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings 1412.8 Ventilation Controls for H gh-Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following. a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct -digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45°F dry-bulb/40°F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air-cooled heat rejection equipment may use a 35°F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246-320-525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1 Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2 Static pressure 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3 Static pressure. above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the pnmary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R-11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R-7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu/h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non-use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven-day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1 Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open {fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings 1412.8 Ventilation Controls for H gh-Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following. a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct -digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45°F dry-bulb/40°F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air-cooled heat rejection equipment may use a 35°F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246-320-525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1 Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2 Static pressure 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3 Static pressure. above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the pnmary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R-11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R-7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, ,. , �p,953 Wiptirgegi,p5latgljolicagjOantial_Energy..Code Compliance Farm. - _ -... outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space 10 desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of lime prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heal pumps shall include microprocessor controls thal minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shalt indicate when supplemental healing is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls. Combustion heating equipment with a capacity over 225,000 Blu/h shall have modulating or staged combustion control. 000 EXCEPTIONS. 1. Boilers. 2. Radiant healers. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited lo, dampers, temperature and pressure test connections and balancing valves. duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2 are isolated from the exterior with an automatic shutoff damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14-5 requirements. Other ducts and plenums shall be thermally insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14-6 Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51-26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements ) 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address McDonald's Restaurant Date 5/13/2008 15210 Pacific Highway Nest For Building Department Use Tukwila, Na Applicant Name: Mike Slikas Applicant Address: 2111 McDonald's Drive, Oak Brook Z1 60523 Applicant Phone: (630) 6232389 Project Description room no. 105 Itl New Building • Addition ■ Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) 62 43.0 • No changes are being made to the lighting ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts & space use not changed. • Less than 60% of the fixtures new, installed wattage not increased, Maximum Allowed Lighting Wattage Location (floor/room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 Allowed x Area room no. 104,105,106,108, 109 & 118 Fast Food Establishment (Sec 1531 & Table 15.1) 1.50 5483.0 8224.5 room no. 105 F7 2 51.0 102.0 room no. 101,102,103,117 F12/12A 62 43.0 2666.0 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 8224.5 Proposed Lighting Wattage Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed room no. 104,105,106,108, 109 & 118 F2 39 98.0 3822.0 room no. 105 F7 2 51.0 102.0 room no. 101,102,103,117 F12/12A 62 43.0 2666.0 room no. 100 F13 15 43.0 645.0 room no. 100 P1 8 60.0 480.0 room no. 112,113,114 F26 3 60.0 180.0 room no. 101 MP1 2 75.0 150.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 8045.0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixtur other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in may also be used. For track lighting, list the greater of actual luminaire wattage or lengt the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave rmation. wattage) and ence Manual app 40106 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Prescriptive Spaces Occu an P cy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other I Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.9 • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non -lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T-1, T-2, T-4, T-5, T-8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw-in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. TABLE 15-1 Unit Lighting Power Allowance (LPA Use' LPA` (W/sf) Use' LPA` (W/sf) Automotive facility 0.9 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1-3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments°, restaurants/bars5 1.3 Post office 1.1 Dormitory 1.0 Retail1O, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia'', assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1-1 and 1-2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses'', storage areas 0.5 Hotel banquet/conference/exhibition hall°4 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies" (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three -quarter -height partitions (transparent or opaque). and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft2 of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling -mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. 2006 Washington State Nonresidential Energy Code Compliance Form 5xterior Lighting Summary LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info ProjAddres:McDonald' s Restaurant Date 5/13/2008 Area (ft2), perimeter (If) or # of items 15210 Pacific Highway went For Building Department Use 30 W/LF of door widt Tukwila, Wa Name: Mike Slikas Appl. Name 2111 McDonald's Drive, Oak Brook Il 60523 Appl. PhOnE (630) 6232389 Project Description 135.0 Other Entries El New ❑ Addition ■ Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option ® Lighting Power Allowance 0 Systems Analysis I Building Grounds (luminaires > 100 Watts) 123.0 motion Sensor ■ Efficacy > 60 lumens/VV 1 Controlled by 560.0 700.0 Other Entries • Exemption (list) 4.5 Alteration Exceptions (check appropriate box - sec. 1132.3) • No changes are being made to the lighting 0 Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Tradable Locations Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Main Entry 30 W/LF of door widt 4.5 135.0 Main Entry 30 W/LF of door widt 4.5 135.0 Other Entries 20 W/LF of door widt 4.5 90.0 Grounds Walkways <10 wide 120.0 1.0 W/LF 123.0 123.0 Canopies and Overhangs 1.25 W/ft2 560.0 700.0 Other Entries 20 W/LF of door widt 4.5 90.0 Tradable Provosed Lighting Wattage Total Allowed Watts 1273.0 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Main Entry points Radial wall sconce 2 120.0 240.0 Front and side of restaurant Well lights 9 84.0 756.0 Other Entry points Radial mall sconce 2 120.0 240.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non -Tradable Maximum Allowed Lighting Wattage Total Proposed Watts 1236.0 Non -Tradable Locations Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Fast Food Drive up Radial wall sconce 400W per driveup 2.0 800.0 Bldg. Facade (by perim) Back side of restaurant 5.0 W/If 82.0 410.0 Non -Tradable Provosed Lighting Wattage Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Fast Food Drive up Radial wall sconce 4 120.0 480.0 Bldg. Facade (by perim) Back side of restaurant 3 120.0 360.0 Proposed Watts may not exceed Allowed Watts for Category 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary (back) 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15-2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS LTG -EXT Revised July 2007 Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 0.15 W/ft2 Building Grounds Walkways less than 10 feet wide 1.0 W/linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W/ft 2 Stairways 1.0 W/ft2 Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W/ft2 Outdoor Sales Open areas (including vehicle sales lots) 0.5 W/ft2 Street frontage for vehicle sales lots in addition to "open area" allowance 20 W/linear foot Non -Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W/ft2 for each illuminated wall or surface or 5.0W/linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W/ft2 of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W/& of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W/ft2 Drive -up windows at fast food restaurants 400W per drive-through Parking near 24-hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Form L°ightng Power Allowance Adjustments LTG -LOA 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address McDonald's Restaurant Date 5/13/2008 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG -SUM. Adjusted Lighting Power Allowances (Interior) Location (floor/room no.) Occupancy Description Allowed Watts per ft2** Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 ** From Table 15-1 based on exceptions listed in footnotes 2006 Washin ton State Nonresidential Ener. Code Com.liance Form Lighting, Motor, and Transformer Permit Plans j Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address McDonald's Restaurant Date The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations E2.0 yes 1513.2 Area controls Maximum limit per switch E2.0, E4.2 yes 1513.3 Daylight zone control Schedule with type and features, indicate locations E2 .0 yes vertical glazing Indicate vertical glazing on plans A5.0 n.a. overhead glazing Indicate overhead glazing on plans A5.0 n.a. 1513.4 Display/exhib/special Indicate separate controls E2.0 1513.5 Exterior shut-off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location M1.0, E4.1 yes (b) photocell. Indicate location M1.0, E4.1 1513.6 Inter. auto shut-off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back-up, override capability); Indicate size of zone on plans E4.1 yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning E2 .0 EXIT SIGNS (Section 1514) yes 1514 Max. watts Indicate watts for each exit sign E2.0 LIGHTING POWER ALLOWANCE (Section 1530-1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture yes 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency IMECH-MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) n.a. I 1540 (Transformers Indicate size and efficiency If "no" is circled for any question, provide explanation: 4 The Riley Group Inc. FILE COPY Permit No. GEOTECHNICAUE GfINEIRING uPORT-:71.;_`-:‘7�, Riverton Heights McDonald's 15210 Pacific Highway South Tukwila, WA 98188 Project No. 2007-021 Prepared By: The Riley Group, Inc. 17522 Bothell Way NE Bothell, WA 98011 Prepared for: REQ O D f IfC� CODE CC�rypl�► ovelo AIG 1120 Ms. Anne Thorpe McDonald's USA, Inc. 12131 -113th Avenue NE, Suite 103 Kirkland, WA 98034 February 27, 2007 Serving the Pacific Northwest Main Office: 17522 Bothell Way NE, Bothell, WA 98011 Tel (425) 415-0551 • Fax (425) 415-0311 City Of Tukw la B'LOG DIVISIOli CITRECEIVED KKVVWLA APR , 0 '1008 PERMIT CENTER DCA -D4; The Riley Group Inc. February 27, 2007 Ms. Anne Thorpe McDonald's USA, Inc. 12131 — 113th Avenue NE, Suite 103 Kirkland, WA 98034 Subject: Geotechnical Engineering Report Riverton Heights McDonald's 15210 Pacific Highway South Tukwila, WA 98188 Project No. 2007-021 Dear Ms. Thorpe: As requested, The Riley Group, Inc. (Riley) has performed a geotechnical engineering study for the above -referenced site. The attached report presents our findings and recommendations for the geotechnical anticipated aspects for the project design and construction. Our field exploration indicates that the site is generally underlain by 3 feet of loose fill over native soil. The native soil includes 3.5 feet of very loose to loose silty SAND with some gravel, clay, and trace organics overlying medium dense to very dense silty SAND with gravel. The fill consists of loose SAND with trace silt. Test boring B-2 which is located at the southwest portion of the sit encountered 6 feet of loose fill over loose native soil. Groundwater seepage was encountered during our field exploration at depths of 11.5 to 15.0 feet below ground surface (bgs). Based on the subsurface soil observed, the loose soil with organics underneath the site is not suitable for directly supporting building foundations. If the building foundations are directly supported on the loose soil with organic contents, they will be subject to differential settlements due to consolidation. Therefore, we recommend supporting the proposed building and floor slab on pile foundation to transfer the building load to dense soils below the loose soil and organics. Driveway and new pavement sections can be supported on 12 inches of structural fill over geotextile fabrics. Serving the Pacific Northwest Main Office: 17522 Bothell Way NE, Bothell, WA 98011 Tel (425) 415-0551 • Fax (425) 415-0311 Geotechnical Engineering Report ii February 27, 2007 Riverton Heights McDonald's, Tukwila, WA Project #2007-021 Alternatively, the proposed building can be supported on conventional spread footing foundations bearing on structural fill after removing all loose soil and organic soil. The expected excavation depth is approximately 8 feet bgs in the south of the proposed building area and 4 feet bgs in the north. The floor slab can be similarly supported on the structural fill. We trust the information presented is sufficient for your current needs. If you have any questions or require additional information, please call. Sincerely yours, THE RILEY GROUP, INC. `EXPIRES SEPT 12, 2.0.07 Chien -Lin (Johnny) Chen, P.E. Ricky R. Wang, Ph.D., P.E. Project Engineer Principal Engineer JC/RW The Riley Group, Inc. TABLE OF CONTENTS 1.0 PROJECT DESCRIPTION 1 2.0 SCOPE OF WORK 1 3.0 SITE CONDITIONS 2 3.1 SURFACE 2 3.2 SOILS 2 3.3 GROUNDWATER 2 3.4 SEISMIC CONSIDERATIONS 2 4.0 DISCUSSION AND RECOMMENDATIONS 3 4.1 GENERAL 3 4.2 SITE PREPARATION AND GRADING 3 4.3 FOUNDATIONS 4 4.4 SLAB -ON -GRADE CONSTRUCTION 6 4.5 RETAINING WALLS 6 4.6 DRAINAGE 6 4.7 UTILITIES 7 4.8 PAVEMENTS 7 5.0 ADDITIONAL SERVICES s 6.0 LIMITATIONS 9 LIST OF FIGURES Figure 1 Site Vicinity Map Figure 2 Geotechnical .Exploration Plan Figure 3 Retaining Wall Drainage Detail Figure 4 Typical Footing Drain Detail LIST OF APPENDICES Appendix A Field Exploration and Laboratory Testing The Riley Group, Inc. Geotechnical Engineering Report 1 February 27, 2007 Riverton Heights McDonald's, Tukwila, WA Project #2007-021 1.0 PROJECT DESCRIPTION The project site is located at 15210 Pacific Highway South in Tukwila, Washington. The approximate location of the site is shown on the Site Vicinity Map, Figure 1. The subject site is currently occupied by an existing McDonald's building and asphalt parking. Riley understands that the client is planning to redevelop the site, demolish the existing building, and construct a new McDonald's building (5,062 square feet in size) in the middle portion of the site along with the associated parking and utilities. Riley's understanding of the project is based on a Site Sketch (Option A) prepared by Freiheit & HO Architects, Inc. dated November 1, 2006. At the time of the preparation of this report, detailed site grading and building plans were not available for our review. Based on our experience with similar projects, we anticipate that the building will be single -story structure supported on perimeter bearing walls and a series of isolated columns. The building loads are typically from 1 to 2 kips per linear foot for perimeter walls, up to 50 kips for interior isolated columns. The recommendations in the following sections of this report are based upon our understanding of the above design features. If actual features vary or changes are made, we should review them in order to modify our recommendations as required. In addition, Riley requests to review final design drawings and specifications to verify that our project understanding is correct and that our recommendations have been properly interpreted and incorporated into project design and construction. 2.0 SCOPE OF WORK On February 13, 2007, Riley drilled a total of six test borings to a maximum depth of 16.5 feet below ground surface (bgs). Test borings were drilled with a truck -mounted, hollow - stem auger drill rig. Test borings B-1 and B-2 were drilled in the proposed parking and driveway areas. Test borings B-3 through B-6 were drilled within the proposed building footprint area. The approximate test boring locations are shown on Figure 2. Using the information obtained from our subsurface exploration, we performed analyses to develop geotechnical recommendations for project design and construction on the following: > Soil and groundwater conditions > Seismic considerations ➢ Site preparation and grading ➢ Structural fill recommendations > Foundation support > Slab -on -grade support > Retaining walls > Drainage > Utilities > Pavements The Riley Group, Inc. Geotechnical Engineering Report 2 February 27, 2007 Riverton Heights McDonald's, Tukwila, WA Project #2007-021 3.0 SITE CONDITIONS 3.1 Surface The site is a trapezoidal -shaped parcel of land approximately 1.75 acres in size. The site is bounded to the north by South 152'd Street, to the east by a retail building and an apartment, to the south by a rental storage shop, and to the west by Pacific Highway South. The site is currently occupied by an existing McDonald's building and covered by asphalt parking around the building. The site gently slopes down to the southeast with an overall elevation difference of approximately 10 feet. 3.2 Soils The soils encountered in the test borings are relatively consistent across the site. The typical soil profile consists of 3 feet of loose fill over native soil. The native soil includes 3.5 feet of very loose to loose silty SAND with some gravel, clay, and trace organics overlying medium dense to very dense silty SAND with gravel. The fill consists of loose SAND with trace silt. Test boring B-2 which is located at the southwest portion of the sit encountered 6 feet of loose fill over loose native soil. Review of the Geologic Map of Surficial Deposits in the Seattle 30' by 60' Quadrangle, Washington by James C. Yount, et al. (1993) indicated that the native soils were mapped as Vashon till (Qvt). The native soils include light to dark gray, nonsorted, nonstratified mixture of clay, silt, sand and gravel up to boulder -size. These descriptions are generally different from the soils encountered in our field exploration. The soils we encountered at shallow depth are much looser than the soil described above. More detailed descriptions of the subsurface conditions encountered are presented on the Test Boring Logs, Figures A-2 through A-7 in Appendix A. 3.3 Groundwater Minor groundwater seepage was encountered from 11.5 to 15.0 feet bgs in the test borings B-5 and B-6 during our subsurface investigation. The groundwater seems to be perched above the dense soil layer. Fluctuations in groundwater level should be expected on a seasonal and annual basis. The level will be highest during the extended periods of heavy seepage in the wet winter months. Given the time that the field exploration was performed, Riley believes that the groundwater should be close to the season -high level. 3.4 Seismic Considerations Based on the 2003 International Building Code (IBC), the site soil is Class D (Table 1615.1.1). The earthquake spectral response acceleration at short periods (Ss) is 127% g and at 1 -second period (S1) is 44% g. The Riley Group, Inc. Geotechnical Engineering Report 3 February 27, 2007 Riverton Heights McDonald's, Tukwila, WA Project #2007-021 Liquefaction Liquefaction is a phenomenon where there is a reduction or complete loss of soil strength due to an increase in water pressure induced by vibrations from a seismic event. Liquefaction mainly affects geologically recent deposits of fine-grained sands that are below the groundwater table. Soils of this nature derive their strength from intergranular friction. The generated water pressure or pore pressure essentially separates the soil grains and eliminates this intergranular friction, thus reducing or eliminating the soil's strength. We reviewed the soil conditions encountered during field exploration and assessed the potential for liquefaction of the site's soil during an earthquake. Since the native soil below groundwater is dense to very dense, Riley believes that the potential of soil liquefaction during an earthquake event is low. 4.0 DISCUSSION AND RECOMMENDATIONS 4.1 General Based on our study, the site is suitable for the proposed construction from a geotechnical standpoint. The major geotechnical concern for the project is that the loose soil and organic contents underneath the site may consolidate in the future. If the building is directly supported on the loose soil and organic contents, it will experience a certain amount of differential settlements. In order to avoid the potential of building damage, we recommend supporting the proposed building and floor slab on pile foundation to transfer the building load to dense soil below the loose soil and organics. Driveway and new pavement sections can be supported on 12 inches of structural fill over geotextile fabrics. Alternatively, the proposed buildings can be supported on conventional spread footing foundations bearing on structural fill after removing all loose soil and organics. The expected excavation depth is approximately 8 feet bgs in the south of the proposed building area and 4 feet bgs in the north. The floor slab can be similarly supported on the structural fill. Detailed recommendations regarding the above issues and other geotechnical design considerations are provided in the following sections. These recommendations should be incorporated into the final design drawings and construction specifications. 4.2 Site Preparation and Grading To prepare the site for construction, the existing building and pavements within the proposed building footprint should be demolished and stripped. Surface stripping depths of up to 6 inches should be expected to remove the asphalt surface. All remnants related to previous construction, which occupied the site, should also be cleared and removed from the site. Once clearing, stripping, and other preparing operations are complete, cuts and fills can be made to establish desired building grades. Prior to placing fill, we recommend proofrolling The Riley Group, Inc. Geotechnical Engineering Report 4 February 27, 2007 Project 112007-021 Riverton Heights McDonald's, Tukwila, WA all exposed surface to determine if any isolated soft and yielding areas are present. Proofrolling should also be performed in cut areas that will provide direct support for new construction. The on-site excavated soil has organic contents and is not suitable for use as structural fill. We recommend importing a material that meets the grading requirements listed in Table 1. Table 1. Structural Fill U.S. Sieve Size Percent Passing 3 inches 100 percent No. 4 sieve 0 to 75 percent No. 200 sieve 0 to 5 percent * *Based on minus 3/4 inch fraction. Prior to use, Riley should examine and test all materials imported to the site for use as structural fill. Structural fill materials should be placed in uniform loose layers not exceeding 12 inches and compacted to a minimum of 95 percent of the soil's maximum density, as determined by ASTM Test Designation D-1557 (Modified Proctor) until the desired finished grade is met. The moisture content of the soil at the time of compaction should be within about two percent of its optimum, as determined by this ASTM method. 4.3 Foundations As discussed, the major geotechnical concern with this project is loose soil and organics underlying the site. If the foundation is directly supported on the loose soil, the building may experience unacceptable post -construction settlement. To avoid excessive building settlement, we recommend supporting the building using piles to transfer building loads to the competent native soil. Alternatively, the proposed buildings can be supported on conventional spread footing foundations bearing on structural fill after removing all loose soil and organics. Driven Piles Based on the subsurface soil conditions encountered, Riley recommends that 3- to 4 -inch steel pin piles be used for the site. The minimum pile embedment depth is 5 feet into the competent native soil (medium dense silty sand with gravel) below the loose layer. Based on our experience with similar project, the pile capacities listed in Table 2 can be used for structural design and pile layout. Riley expects that the pin pile capacities can be reached at approximately 15 to 20 feet bgs. However, the actual pile termination depth should be determined in the field based on pile driving condition. The Riley Group, Inc. Geotechnical Engineering Report Riverton Heights McDonald's, Tukwila; WA 5 February 27, 2007 Project #2007-02I Table 2. Pin Pile Design Capacities (tons) Pipe Diameter Compression Load Uplift Load Lateral Load 3" 7 3 0.7 4" 10 4 1.0 Full single pile capacities can be used, provided that pile spacing is at least three pile diameters. For closer spacing, there will be a slight reduction in the allowable single pile capacity due to group effects. The amount of this reduction will depend on the number of piles in the grouping and their spacing. We can provide this information, if required. The lateral load capacity assumes 1 -inch deflection on the top of the pile. Following the successful installation of the driven piles, you should expect maximum total and differential post -construction settlements of h -inch to '/2 -inch. Spread Footings Alternatively, Riley recommends that the proposed building foundations be supported on conventional spread footings bearing on structural fill after removing all loose soil and organics. The expected excavation depth is approximately 8 feet bgs in the south of the proposed building area and 4 feet bgs in the north. Perimeter foundations exposed to the weather should be at a minimum depth of 18 inches below final exterior grades. Interior foundations can be constructed at any convenient depth below the floor slab. We recommend designing foundations for a net allowable bearing capacity of 2,500 pounds per square foot (psf) on structural fill. For short-term loads, such as wind and seismic, a 1/3 increase in this allowable capacity can be used. For designing foundations to resist lateral loads, a base friction coefficient of 0.25 can be used. Passive earth pressures acting on the side of the footing and buried portion of the foundation stem wall can also be considered for resisting lateral loads. We recommend calculating this lateral resistance using an equivalent fluid weight of 250 pounds per cubic foot (pcf). At perimeter locations, we recommend not including the upper 12 inches of soil in this computation because they can be affected by weather or disturbed by future grading activity. This value assumes the foundation will be constructed neat against competent fill soil or backfilled with structural fill as described in the Site Preparation and Grading section. The recommended friction and passive resistance values include a safety factor of 1.5. With spread footing foundations as recommended, you should expect maximum total and differential post -construction settlements of 1 -inch and 1/2 -inch, respectively. The Riley Group, Inc. Geotechnical Engineering Report 6 February 27, 2007 Riverton Heights McDonald's, Tukwila, WA Project #2007-021 4.4 Slab -on -Grade Construction With site preparation completed as described in the Site Preparation and Grading section, suitable support for slab -on -grade construction should be provided. Riley recommends that the concrete slab be set on top of piles or firm structural fill. Immediately below the floor slab, we recommend placing a 4 -inch thick capillary break layer of clean, free -draining sand or gravel that has less than 5 percent passing the No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slab. Where moisture by vapor transmission is undesirable, an 8 to 10 -mil thick plastic membrane should be placed on a 4 -inch thick layer of clean gravel. The membrane should be covered with 1 to 2 inches of clean, moist sand to guard against damage during construction and to aid in curing of the concrete. For the anticipated floor slab loading, we estimate post -construction floor settlements of 1/4- to 1/2 -inch. For thickness design of the slab subjected to point loading from storage racks and fork lift vehicle traffic, we recommend using a subgrade modulus (Ks) of 150 pounds per square inch per inch of deflection (pci). 4.5 Retaining Walls At the time of preparation of this report, Riley is not aware of any new retaining walls proposed for the site. If retaining walls will be needed, they should be designed based on the soil parameters provided below. Riley recommends designing unrestrained walls for an active earth pressure equivalent to a fluid weighing 35 pcf. For restrained walls, an earth pressure imposed by an equivalent fluid weighing 55 pcf should be used for design. For seismic design, an addition uniform load of 5 to 7 H (H is wall height) should be applied to the wall surface. These values assume a horizontal backfill condition without building or traffic surcharge loading on the wall. The walls must also be provided with adequate drainage and should be waterproofed. A typical retaining wall drainage detail is shown on Figure 3. 4.6 Drainage Surface Final exterior grades should promote free and positive drainage away from building. Water must not pond or collect adjacent to foundations or within the immediate building area. We recommend providing a minimum drainage gradient of 3% for a minimum distance of 10 feet from the building perimeter, except in paved locations. In paved locations, a minimum gradient of 1% should be provided unless provisions are included for collection and disposal of surface water adjacent to the structure. The Riley Group, Inc. Geotechnical Engineering Report 7 February 27, 2007 Riverton Heights McDonald's, Tukwila, WA Project #2007-021 Subsurface We recommend installing perimeter foundation drains. A typical recommended drain detail is shown on Figure 4. The foundation drains and roof downspouts should be tightlined separately to an approved discharge facility. Subsurface drains must be laid with a gradient sufficient to promote positive flow to a controlled point of approved discharge. Infiltration Riley understands that an infiltration system is being considered for the on-site disposal of storm water run-off. Riley performed an infiltration test at a depth of 4 feet bgs in test boring B-5. Soil encountered was medium dense silty sand with gravel and trace organics. The test was performed in accordance with a falling head percolation test procedure that generally used in the area. The field rate was measured between 4 to 8 inches per hour. The field infiltration rate cannot be used directly for system design. Based on our experience with similar projects in the area, Riley recommends that an allowable infiltration rate of 2.5 inches per hour be used for infiltration system design. Riley recommends that the proposed infiltration surface consist of native sand and gravel without impermeable layers. If isolated silt or clay lenses or other unsuitable soils are encountered, they should be overexcavated and replaced with gravel. A geotechnical engineer should observe the infiltration system construction. 4.7 Utilities Utility pipes should be bedded and backfilled in accordance with American Public Works Association (APWA) specifications. For site utilities located within the City of Tukwila right-of-ways, bedding and backfill should be completed in accordance with City of Tukwila specifications. The trench backfill should be placed and compacted as structural fill, as described in the Site Preparation and Grading section. Where utilities occur below unimproved areas, the degree of compaction can be reduced to a minimum of 90 percent of the soil's maximum density as determined by the referenced ASTM standard. As noted, soils excavated on-site are not suitable for use as backfill. Structural fill will need to be imported for backfilling the trenches. The backfill material should satisfy the structural fill requirements listed in the Site Preparation and Grading section. 4.8 Pavements The asphalt pavement on the existing parking seems to be in acceptable condition. For typical passenger vehicles, the final pavement can be finished by overlaying 2 inches of asphalt concrete. In area where existing pavement surface will be removed during construction, the new pavement section should be constructed using the procedure in the following sections. The Riley Group, Inc. Geotechnical Engineering Report 8 February 27, 2007 Riverton Heights McDonald's, Tukwila, WA Project #2007-021 Pavement subgrades should be prepared as described in the Site Preparation and Grading section of this report and as discussed below. The subgrade should consist of at least 12 inches of structural fill. Typically, a geotextile fabric such as Mirafi 500X or equivalent can be placed on the subgrade. Regardless of the relative compaction achieved, the subgrade must be firm and relatively unyielding before paving. This condition should be verified by proof -rolling with heavy construction equipment or hand probe by inspector. With the pavement subgrade prepared as described above, we recommend that the general parking area be paved with flexible pavement surface. The following pavement sections are recommended: > For heavy truck traffic areas: 3 inches of asphalt concrete (AC) over 6 inches of crushed rock base (CRB) over 12 inches of structural fill; and ➢ For general parking areas: 2 inches of AC over 4 inches of CRB over 12inches of structural fill. The asphalt paving materials used should conform to the Washington State Department of Transportation (WSDOT) specifications for Class B asphalt concrete and CRB surfacing. Long-term pavement performance will depend on surface drainage. A poorly -drained pavement section will be subject to premature failure as a result of surface water infiltrating into the subgrade soils and reducing their supporting capability. For optimum pavement performance, surface drainage gradients of no less than two percent are recommended. Also, some degree of longitudinal and transverse cracking of the pavement surface should be expected over time. Regular maintenance should be planned to seal cracks when they occur. 5.0 ADDITIONAL SERVICES Riley is available to provide further geotechnical consultation as the project design develops. We should review the final design and specifications in order to verify that earthwork and foundation recommendations have been properly interpreted and incorporated into project design and construction. Riley is also available to provide geotechnical engineering and monitoring services during construction. The integrity of the earthwork and construction depends on proper site preparation and procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this scope of work. If these services are desired, please let us know and we will prepare a cost proposal. The Riley Group, Inc. Geotechnical Engineering Report 9 February 27, 2007 Riverton Heights McDonald's, Tukwila, WA Project #2007-021 6.0 LIMITATIONS This report is the property of The Riley Group, Inc., McDonald's USA, Inc., and their designated agents and was prepared in accordance with generally accepted geotechnical engineering practices. This report is intended for specific application to the Riverton Heights McDonald's at 15210 Pacific Highway South in Tukwila, Washington and for the exclusive use of McDonald's USA, Inc. and its authorized representatives. No other warranty, expressed or implied, is made. The analyses and recommendations presented in this report are based upon data obtained from the test borings drilled on-site. Variations in soil conditions can occur, the nature and extent of which may not become evident until construction. If variations appear evident, The Riley Group, Inc. should be requested to reevaluate the recommendations in this report prior to proceeding with construction. The Riley Group, Inc. S 133RD GT S 144TH 5TH, 3 1481 n H Ights • j .J • $168T4. SC47.Tt1S. , ELORf 1E. Scale 1 : 24,000 1" a 2000 ft ® 2002 DeLonne. Topo USA ®. Data copyright of content owner. www.delorme.00m Nei1 The Riley Group, Inc. 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Site Vicinity Map Figure 1 Site Address: 15210 Pacific Highway South, Tukwila, Washington tti 0) mei Riverton Heights McDonald's Geotechnical Exploration Plan Site Address: 15210 Pacific Highway South, Tukwila, Washington M%41 Z 0 p fri 1$11 iftt �o c — S t ge444 y0q{p yyIyIy§ fill tr. 0 llivi. , n t ,•— l . y • �c i iF II wA, Y� ant sremti gam.* FRET REIT & MC DONALD'S RESTAURANT samtEauor.aeeARCHITECTS, INC. T—II! t �I I! ! I r ••t byI�zi 0$134 {;;. —...t. i/ kV 7 +`, - - ch a m, .. '.4, gil ., • . l ,,` fit' r , t_ �_ .s ` � 1 �•� �`� � Y Ij 1f! --^. / ,„ bS`� f a I II Mk"! i 1. iii lit 141 la1 0 1 tti 0) mei Riverton Heights McDonald's Geotechnical Exploration Plan Site Address: 15210 Pacific Highway South, Tukwila, Washington M%41 Z 0 p fri 1$11 iftt �o c — S 12" MINIMUM WIDE FREE—DRAINING GRAVEL 12" MIN. FILTER FABRIC MATERIAL SLOPE TO DRAIN am y 00 0s0 0 °00 °° on 00 0p0 . ... 0 00 00 . 000 00 °• o O 0 0 0 0 0 a8° ° 00 000 O o � 000o'o0°C o(T o°O0 000o8C o°o 4" DIAMETER PVC PERFORATED PIPE i EXCAVATED SLOPE (SEE REPORT FOR APPROPRIATE INCLINATIONS) COMPACTED STRUCTURAL BACKFILL (NATIVE OR IMPORT) L12" OVER THE PIPE 3 BELOW THE PIPE NOT TO SCALE lirThe Riley Group, Inc. 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Retaining Wall Drainage Detail Figure 3 Site Address: 15210 Pacific Highway South, Tukwila, Washington BUILDING SLAB a a 4 va a a e. d 'a a e.. d e. e ..e. N. \ .. e a \ e a it n G e \.• a .a "COMPACTED':'' :STRUCTURAL ;.BACKFILL • a 4 .-.•.• y • 011411 441110 e I. /\ % /7/ 4" PERFORATED PIPE 3/4" WASHED ROCK OR PEA GRAVEL NOT TO SCALE FILTER FABRIC 1 lir TRey GoupNE, Inc. 17522he BOTHELLilWAYr BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Typical Footing Drain Detail Figure 4 Site Address: 15210 Pacific Highway South, Tukwila, Washington Geotechnical Engineering Report February 27, 2007 Riverton Heights McDonald's, Tukwila, WA Project #2007-021 APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING Riverton Heights McDonald's 15210 Pacific Highway South Tukwila, WA 98188 On February 13, 2007, we performed our field exploration using a truck -mounted drill rig. We explored subsurface soil conditions at the site by advancing eight test borings to a maximum depth of 16.5 feet below existing grade. The test boring locations are shown on Figure 2. The test boring locations were approximately determined by measurements from existing property lines and streets. The Test Boring Logs are presented on Figures A-2 through A-7. A geologist/engineer from our office conducted the field exploration and classified the soil conditions encountered, maintained a log of each test boring, obtained representative soil samples, and observed pertinent site features. All soil samples were visually classified in accordance with the Unified Soil Classification System (USCS) described on Figure A-1. Representative soil samples obtained from the test borings were placed in closed containers and taken to our laboratory for further examination and testing. The moisture content of a typical sample was measured and is reported on the Test Boring Logs. The Riley Group, Inc. MAJOR DIVISIONS LETTER SYMBOL TYPICAL DESCRIPTION COARSE GRAINED SOILS More than 50% material larger than No. 200 sieve GRAVELS More than 50% of coarse fraction is larger than No. 4 sieve CLEAN GRAVELS <5% fines GW Well -graded gravels, gravel -sand mixtures, little or no fines. GP Poorly -graded gravels, gravel -sand mixtures, little or no fines. GRAVELS with fines GM Silty gravels, gravel -sand -silt mixtures, non -plastic fines. GC Clayey gravels, gravel -sand -clay mixtures, plastic fines. SANDS ° More than 50% of coarse fraction is smaller than No. 4 sieve CLEAN SANDS <5%fines SW Well -graded sands, gravelly sands, little or no fines. SP Poorly -graded sands or gravelly sands, little or no fines. SANDS with fines SM Silty sands, sand -silt mixtures, non -plastic fines. SC Clayey sands, sand -clay mixtures, plastic fines. FINE GRAINED SOILS More than 50% material smaller than No. 200 sieve SILTS AND CLAYS Liquid limits less than 50% ML Inorganic silts, rock flour, clayey silts with slight plasticity. CL Inorganic clays of low to medium plasticity, (lean clay). OL Organic silts and organic clays of low plasticity. SILTS AND CLAYS Liquid limits greater than 50% MH Inorganic silts, elastic. CH Inorganic clays of high plasticity, (fat clays). OH Organic clays of high plasticity. HIGHLY ORGANIC SOILS PT Peat. DEFINITION OF TERMS AND SYMBOLS SAND or GRAVEL Density SPT (Blows/Foot) 1 2" Outside diameter split spoon sampler 2.4" Inside diameter ring sampler or IShelby tube y Water level (date) Tr Torvane reading, tsf pp Penetrometer reading, tsf DD Dry density, pcf LL Liquid limit, percent PI Plasticity index N Standard penetration, blows per foot Very loose 0-4 Loose 4-10 Medium dense 10-30 Dense 30-50 Very dense >50 SILT or CLAY Consistency SPT (Blows/Foot) Very soft 0-2 Soft 2-4 Medium stiff 4-8 Stiff 8-15 Very stiff 15-30 Hard >30 n The Riley Group, Inc. 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Unified Soil Classification System Figure A-1 Site Address: 15210 Pacific Highway South, Tukwila, Washington Boring No. B-1 Logged by : PL Date: 2/13/07 Approximate Elev.: N/A Soil Description Consistency/ Relative Density Depth (feet) ((N) E g Blows /ft Moisture Content (%) Asphalt 3" underlain by gravel 6". Brown SAND with trace silt, (Fill). -- Loose __ I15 I f 30 14.3 27.1 Gray silty SAND with some gravel, damp, medium dense, (SM). Medium Dense -- 5 Gray silty SAND with little gravel and organics, moist, dense, (SM). Dense Terminated at 9.0'. No groundwater seepage encounterred. — 10 — 15 gThe Riley Group, Inc. 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Test Boring Log B-1 Figure A-2 Site Address: 15210 Pacific Highway South, Tukwila, Washington Boring No. B-2 Logged by : PL Date: 2/13/07 Approximate Elev.: N/A Soil Description Consistency/ Relative Density Depth (feet) a E Po (N) Blows /ft Moisture Content (%) Asphalt 3" underlain by gravel 6". Brown SAND with trace to little silt, loose, (Fill). Loose — — 5 I 1 8 7 8.8 16.1 • Dark brown to gray silty SAND with trace gravel, trace organic clay, damp, loose, (SM). __ Loose _ Terminated at 9.0'. No groundwater seepage encounterred. __ -- — 10 15 pigThe Riley Group, Inc. 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Test Boring Log B-2 Figure A-3 Site Address: 15210 Pacific Highway South Tukwila, Washington Boring No. B-3 Logged by : PL Date: 2/13/07 Approximate Elev.: N/A Soil Description Consistency/ Relative Density Depth (feet) Sample (N) Blows /ft Moisture Content (%) Asphalt 3" underlain by gravel 6". Brown SAND with ittle silt, (Fill). Loose — — 5 I T 1 0 19 25 13.8 21.9 12.9 Homogenous brown to dark brown to gray SAND with little silt, trace organics, to silty SAND with trace gravel, damp, very loose, (SM). -- — Very Loose Mottled brown to gray silty SAND with little gravel and silt, slightly plastic, damp, medium dense, (SM) Medium Dense -- _ 10 Brown silty SAND with little gravel with SAND Tens (15.7' - 15.9' moist), damp, medium dense, (SM). Medium Dense _ — — 15 — Terminated at 16.5'. No groundwater seepage encounterred. -- pc -The Riley Group, Inc. 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Test Boring Log B-3 Figure A-4 Site Address: 15210 Pacific Highway South Tukwila, Washington Boring No. B-4 Logged by : PL Date: 2/13/07 Approximate Elev.: N/A Soil Description Consistency/ Relative Density Depth (feet) a E (n (N) Blows /ft Moisture Content (%) Asphalt 3" underlain by gravel 6". Brown SAND with ittle silt, (Fill). Loose T 4 20 14 8.2 12.1 17.6 Gray silty SAND with some gravel, trace organic clay, damp, loose, (SM). Loose 5 10 T T Mottled orange brown to dark brown silty SAND with some gravel, trcae clay, damp, medium dense, (SM). Medium Dense -- -- Brown silty SAND with SAND lens (16.0' - 16.1' moist), transitioning to mottled orange brown sandy SILT with clay, damp, stiff, (ML/SM). Stiff/Medium -- Dense — _ — 15 Terminated at 16.5'. No groundwater seepage encounterred. -- -- The Riley Group, Inc. IC 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Test Boring Log B-4 Figure A-5 Site Address: 15210 Pacific Highway South, Tukwila, Washington Boring No. B-5 Logged by : PL Date: 2/13/07 Approximate Elev.: N/A Soil Description Consistency/ Relative Density Depth (feet) Sample (N) Blows /ft Moisture Content (%) Asphalt 3" underlain by gravel 6". Brown SAND with trace silt, (Fill). Loose _- _ _ 5 1 I 16 19 73/12" 13.3 11.5 12.3 V (2/13/07) Mottled orange brown to brown to gray silty SAND with some gravel, trace organci clay, slight plasticity, damp, medium dense, (SM). Medium Dense -- Brown silty SAND with some gravel, damp, medium dense, (SM). Medium Dense __ — 10 — Brown silty SAND with some gravel, damp to wet, very dense, (SM). Very Dense -- -- — 15 Terminated at 16.5'. Groundwater seepage encounterred at 15.0' — -- ' The Riley Group, Inc. 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Test Boring Log B-5 Figure A-6 Site Address: 15210 Pacific Highway South, Tukwila, Washington Boring No. B-6 Logged by : PL Date: 2/13/07 Approximate Elev.: N/A Soil Description Consistency/ Relative Depth Density (feet) m 0 E (13 v7 (N) Blows /ft Moisture Content (%) Asphalt 3" underlain by gravel 6". Brown SAND with trace silt, (Fill). Loose Mottled orange brown to grayish brown silty SAND with some gravel and silt, damp, medium dense, (SM). Medium Dense — 5 Brown silty SAND with some gravel, damp (moist/wet @ tip), medium dense, (SM). Medium Dense -- 10 Brown silty SAND with some gravel, damp, very dense, (SM). Very Dense — 15 Terminated at 16.5'. Groundwater seepage encounterred at 11.5' 22 50/5" 9.0 . (2/13/07) (No Recovery) iThe Riley Group, Inc. 17522 BOTHELL WAY NE BOTHELL, WASHINGTON 98011 Riverton Heights McDonald's Test Boring Log B-6 Figure A-7 Site Address: 15210 Pacific Highway South Tukwila, Washington TEC M!CAL GUISE r'fiEff/901" HIGH EFFICIENCY SINGLE PACKAGE AIR CONDITIONERS AND SINGLE PACKAGE GAS/ELECTRIC UNITS DH 078, 090, 102, 120 and 150 6-1/2, 7-1/2, 8-1/2, 10 and 12-1/2 NOMINAL TONS 10.0-11.5 EER REC TUKW CITYILA APR 3 0 2008 PERMIT CENTER F LE- COPY n 246646-YTG-E-1006 Heating and Air Conditioning DESCRIPTION ASHRAE 90.1 COMPLIANT YORK® Predator® units are convertible single packages with a common footprint cabinet and common roof curb for all 6-1/2 through 12-1/2 ton models. AU units have two compressors with independent refrigeration circuits to provide 2 stages of cooling. The units were designed for Tight commercial applications and can be easily installed on a roof curb, slab, or frame. All Predator® units are self-contained and assembled on rigid full perimeter base rails allowing for 3 -way forklift access and overhead rigging. Every unit is completely charged, wired, piped, and tested at the factory to provide a quick and easy field installation. All units are convertible between side and down airflow. Inde- pendent economizer designs are used on side and down dis- charge applications, as well as all tonnage sizes. Predator® units are available in the following configurations: cooling only, cooling with electric heat, and cooling with gas heat. Electric heaters are available as factory -installed options or field -installed accessories. Tested in accordance with: Mt Mandan, IMMO CommadM.nd Iomesl4 *1 Nr CanaRlonlnq Enolpmml REVIEWED FOR CODE COMPLIANCE APPROVED AUG 11 2008 Tukwila tDIVISION US TABLE OF CONTENTS DESCRIPTION 1 FEATURES 3 FACTORY INSTALLED OPTIONS 5 FIELD INSTALLED ACCESSORIES 6 NOMENCLATURE 10 GUIDE SPECIFICATIONS 46 LIST OF FIGURES 1 PREDATOR® COMPONENT LOCATION (DH120 SHOWN) 3 2 UNIT 4 POINT LOAD 35 3 UNIT CENTER OF GRAVITY 35 4 UNIT 6 POINT LOAD 35 5 UNIT DIMENSIONS 36 6 PREDATOR® ROOF CURB DIMENSIONS 37 7 SUNLINETM TO PREDATOR® TRANSITION ROOF CURBS 37 8 BOTTOM DUCT OPENINGS 38 9 REAR DUCT DIMENSIONS 38 10 DOWNFLOW ECONOMIZER HOOD DETAIL 39 11 FACTORY INSTALLED DOWNFLOW ECONOMIZER 40 12 FIELD INSTALLED DOWNFLOW ECONOMIZER W/ POWER EXHAUST 40 13 FIELD INSTALLED HORIZONTAL ECONOMIZER W/ POWER EXHAUST 41 14 SLAB ECONOMIZER DOWNFLOW W/POWER EXHAUST 41 15 SLAB ECONOMIZER END RETURN W/POWER EXHAUST 42 16 COOLING UNIT WITH GAS HEAT WIRING 230 VOLT DIAGRAM 43 17 COOLING UNIT WITH/WITHOUT ELECTRIC HEAT WIRING DIAGRAM 44 18 COOLING UNIT WITH GAS HEAT WIRING 460, 575 VOLT 50 HZ DIAGRAM 45 LIST OF TABLES 1 ACCESSORIES 8 2 DH PHYSICAL DATA 11 3 DH CAPACITY RATINGS 12 4 UNIT VOLTAGE LIMITATIONS 12 5 COOLING CAPACITY DH078 (6-1/2 TON) UNIT 13 6 COOLING CAPACITY DH090 (7-1/2 TON) UNIT 14 7 COOLING CAPACITY DH102 (8-1/2 TON) UNIT 15 8 COOLING CAPACITY DH120 (10 TON) UNIT 16 9 COOLING CAPACITY DH150 (12-1/2 TON) UNIT 17 10 ELECTRICAL DATA DH078 (6-1/2 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET 18 246646-YTG-E-1006 Tbl.# plc 11 ELECTRICAL DATA DH078 (6-1/2 TON) HIGH EFFICIENCY WITH PWRD CONVENIENCE OUTLET . 18 12 ELECTRICAL DATA DH090 (7-1/2 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET 19 13 ELECTRICAL DATA DH090 (7-1/2 TON) HIGH EFFICIENCY WITH PWRD CONVENIENCE OUTLET . 19 14 ELECTRICAL DATA DH102 (8-1/2 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET 20 15 ELECTRICAL DATA DH102 (8-1/2 TON) HIGH EFFICIENCY WITH PWRD CONVENIENCE OUTLET 20 16 ELECTRICAL DATA DH120 (10 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET 21 17 ELECTRICAL DATA DH120 (10 TON) HIGH EFFICIENCY WITH PWRD CONVENIENCE OUTLET 21 18 ELECTRICAL DATA DH150 (12-1/2 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET 22 19 ELECTRICAL DATA DH150 (12-1/2 TON) HIGH EFFICIENCY W/PWRD CONVENIENCE OUTLET 22 20 ELECTRIC HEAT MULTIPLIERS 22 21 DH078 (6-1/2) SIDE SHOT BLOWER PERFORMANCE 23 22 DH090 (7-1/2 TON) SIDE SHOT BLOWER PERFORMANCE 24 23 DH102 (8-1/2 TON) SIDE SHOT BLOWER PERFORMANCE 25 24 DH120 (10 TON) SIDE SHOT BLOWER PERFORMANCE 26 25 DH150 (12-1/2 TON) SIDE SHOT BLOWER PERFORMANCE 27 26 DH078 (6-1/2 TON) DOWN SHOT BLOWER PERFORMANCE 28 27 DH090 (7-1/2 TON) DOWN SHOT BLOWER PERFORMANCE 29 28 DH102 (8-1/2 TON) DOWN SHOT BLOWER PERFORMANCE 30 29 DH120 (10 TON) DOWN SHOT BLOWER PERFORMANCE 31 30 DH150 (12-1/2 TON) DOWN SHOT BLOWER PERFORMANCE 32 31 ADDITIONAL STATIC RESISTANCE DH120 AND 15033 32 ADDITIONAL STATIC RESISTANCE DH078, 090, 10233 33 ELECTRIC HEAT MINIMUM SUPPLY AIR CFM 34 34 INDOOR BLOWER SPECIFICATIONS 34 35 POWER EXHAUST SPECIFICATIONS 34 36 4 POINT LOAD WEIGHT 35 37 6 POINT LOAD WEIGHT 35 38 UNIT WEIGHT 35 39 UNIT HEIGHT 36 40 UNIT CLEARANCES 36 41 ECONOMIZER USAGE 39 2 Unitary Products Group 246646-YTG-E-1006 Simplicity® Control Board w/screw connector for T -stat wiring and network connections Terminal block for hi -voltage connection Second model nameplate inside hinged access panel Disconnect locaton (optional disconnect switch) Filter access (2" throw -away) Filter drier (solid core) Condenser section Dual stage cooling for maximum comfort Compressor #2 access (high -effi- ciency compressor w/crankcase heater) Base rails w/forklift slots (3 sides) and lifting holes Roof curbs in eight and fourteen inch heights. Roof curbs for / Tool -less transitioning from door latch York SunlineTM footprint to the DF Series footprints are also available (field -installed accessory) FIGURE 1 - PREDATOR® COMPONENT LOCATION (DH120 SHOWN) Slide -out drain pan with steel 3/4" NPT, Female connection Side entry power and control wiring knockouts Compressor #1 access (high -efficiency compressor w/crankcase heater) FEATURES • High Efficiency — High efficiency units reach as high as 11.5 EER. Gas/electric units have electronic spark igni- tion and power vented combustion with steady state effi- ciencies of 80%. These efficiencies exceed all legislated minimum levels and provide low operating costs. • Service Friendly — The Predator® incorporates a num- ber of enhancements which improve serviceability. The motor and blower slide out of the unit as a common assembly. This facilitates greater access to all the indoor airflow components, thus simplifying maintenance and adjustment. Service time is reduced through the use of hinged, toolless panels. Such panels provide access to frequently inspected components and areas, including the control box, compressors, filters, indoor motor & blower, and the heating section. The panels are screwed in place at the factory to prevent access by children or other unauthorized persons. It is recommended that the panels be secured with screws once service is complete. Slide -out motor and blower assembly for easy adjustment and service Belt -drive blower motor Power ventor motor 20 -gauge aluminized steel tubular heat exchanger for long life (stainless steel option) Two-stage gas heating to maintain warm, comfortable temperature Intelligent control board for safe and efficient operation Service windows have been placed in both condenser section walls. Rotation of the cover allows easy access to the condenser coils for cleaning or inspection. Both the unit control board and ignition control board uti- lize flash codes to aid in diagnosis of unit malfunctions. Unique alarm codes quickly identify the source of the unit alarm. All units use the same standard filter size. This standard- ization removes any confusion on which filter sizes are needed for replacement. The non -corrosive drain pan slides out of the unit to per- mit easy cleaning. The drain pan is accessed by remov- ing the drain pan cover plate on the rear of the unit. Once the plate is removed, the drain pan slides out through the rear of the unit. All Predator® units have a second model nameplate located inside the control access door. This is to prevent deterioration of the nameplate through weathering. Unitary Products Group 3 • Environmentally Aware — For improved Indoor Air Quality, foil faced insulation is used exclusively through- out the units. • Balanced Heating — The Predator® offers "Ultimate Heat- ing Comfort" with a balance between 1st and 2nd stage gas heating. The first stage of a gas heat Predator® unit provides 60% of the heating capacity. Balanced heating allows the unit to better maintain desired temperatures. • Convertible Airflow Design — The side duct openings are covered when they leave the factory. If a side supply/ retum is desired, the installer simply removes the two side duct covers from the outside of the unit and installs them over the down shot openings. No panel cutting is required. Convertible airflow design allows maximum field flexibility and minimum inventory. • System Protection - Suction line freezestats are supplied on all units to protect against loss of charge and coil frost- ing when the economizer operates at low outdoor air tem- peratures while the compressors are running. Every unit has solid -core liquid line filter -driers and high and low- pressure switches. Internal compressor protection is stan- dard on all compressors. Crankcase heaters are standard on reciprocating compressors. Scroll compressors do not require crankcase heaters. Phase Monitors are standard on units with scroll compressors. This accessory monitors the incoming power to the unit and protects the unit from phase loss and reversed phase rotation. • Advanced Controls - Simplicityml control boards have standardized a number of features previously available only as options or by utilizing additional controls. Low Ambient - An integrated low -ambient control allows all units to operate in the cooling mode down to 0°F outdoor ambient without additional assistance. Optionally, the control board can be programmed to lockout the compressors when the outdoor air tem- perature is low or when free cooling is available. Anti -Short Cycle Protection - To aid compressor life, an anti -short cycle delay is incorporated into the standard controls. Compressor reliability is further ensured by programmable minimum run times. For testing, the anti -short cycle delay can be temporarily overridden with the push of a button. Fan Delays - Fan on and fan off delays are fully pro- grammable. Furthermore, the heating and cooling fan delay times are independent of one another. All units are programmed with default values based upon their configuration of cooling and heat. Safety Monitoring - The control board monitors the high and low-pressure switches, the freezestats, the gas valve, if applicable, and the temperature limit switch on gas and electric heat units. The unit con- trol board will alarm on ignition failures, compressor lockouts and repeated limit switch trips. Nuisance Trip Protection and Strikes - To prevent nuisance trouble calls, the control board uses a "three times, you're out" philosophy. The high and 246646-YTG-E-1006 low-pressure switches and the freezestats must trip three times within two hours before the unit control board will lock out the associated compressor. • On Board Diagnostics - Each alarm will energize a trouble light on the thermostat, if so equipped, and flash an alarm code on the control board LED. Each high and low-pressure switch alarm as well as each freezestat alarm has its own flash code. The control board saves the five most recent alarms in memory, and these alarms can be reviewed at any time. Alarms and programmed values are retained through the loss of power. • Reliable — From the beginning — All units undergo com- puter automated testing before they leave the factory. Units are tested for refrigerant charge and pressure, unit amperage, and 100% functionality. For the long term — All Predator® units are painted with a long lasting, pow- der paint that stands up over the life of the unit. The paint used has been proven by a 1000 hour salt spray test. • Flexible Placement — All models and configurations share the same cabinetffootprint and thus the same roof curb. You have the flexibility to set one curb and choose the correct tonnage size and heating option after the internal loads have been determined. To further simplify planning and installation, Predator® cabinets are designed to fit your roof. With the optional roof curb, the unit ductwork is designed to fit around 24" on -center joists or between 48" on -center joists. The drain pan can be rotated to drain to either the front or the rear of the unit. Additionally, the drain pan can be fitted to drain through the roof curb. As it is sometimes difficult to have a level installation, the drain pan features a generous slope to ensure proper drainage. • Full Perimeter Base Rails — The permanently attached base rails provide a solid foundation for the entire unit and protect the unit during shipment. The rails offer forklift access from 3 sides, and rigging holes are available so that an overhead crane can be used to place the units on a roof. • Easy Installation — Gas and electric utility knockouts are supplied in the unit underside as well as the side of the unit. A clearly identified location is provided to mount a field sup- plied electrical disconnect switch. Utility connections can be made quickly and with a minimum amount of field labor. All units are shipped with 2" throw -away filters installed. • Wide Range of Indoor Airflows — All indoor fan motors are belt -drive type providing maximum flexibility to han- dle most airflow requirements. For high static applica- tions, factory installed alternate indoor fan motors are available. With the optional indoor fan motor, all units can supply nominal airflow at a minimum of 1.5" ESP. • Warranty - All models include a 1 -year limited warranty on the complete unit. Compressors and electric heater elements each carry a 5 -year warranty. Aluminized steel and stainless steel tubular heat exchangers carry a 10 - year warranty. 4 Unitary Products Group 246646-YTG-E-1006 FACTORY INSTALLED OPTIONS YORK® offers several equipment options factory installed, for the Predator® line. • Optional Factory Installed Economizers - Predator units offer a variety of optional factory installed economizers with low leak dampers. The outdoor air enthalpy sensor enables economizer operation if the outdoor enthalpy is less than the setpoint of the economizer logic module. See Table 41 to determine the correct economizer for your application. Downflow Economizer - (With barometric relief) - The economizer is provided with a single enthalpy input. The economizer is 2% low leakage type, and is shipped installed and wired. The installer needs only to assemble and mount the outdoor air hood (Pro- vided). The economizer has spring return, fully modu- lating damper actuators and is capable of introducing up to 100% outdoor air. As the outdoor air intake dampers open, the return air dampers close. The changeover from mechanical refrigeration to econo- mizer operation is regulated by the standard single enthalpy input. There is an optional input dual dry bulb available. To meet regulated air standards, the economizer control accepts an optional CO2 input for demand ventilation. With single enthalpy input, the economizer control monitors outdoor air. The dual enthalpy kit provides a second input used to monitor the retum air. With a dual input kit installed, the econ- omizer control compares the values of the two enthalpy or temperature inputs and positions the dampers to provide the maximum efficiency possible. Horizontal Economizer - (Without barometric relief) - All features of the downflow economizer exist except you must order the duct mount baro- metric relief separately. You must order a 1EH0408 if you are installing a power exhaust. You can order a 1 RD0411 Barometric Relief for horizontal flow economizers only. • BAS Ready Economizer -(With barometric relief) - The economizer is provided with a Belimo actuator that requires a 0-10V DC input from an extemal source (i.e., field installed building automation system controller). Power exhaust options are available. The economizer is 2% low leakage type with spring retum and fully modulating dampers capable of introducing up to 100% outside air. Also include 2" pleated filters. • Slab Economizer for Energy Recovery Ventilators - (With barometric relief and Fresh Air Hood) - The economizer is provided with a single enthalpy input. The economizer is 2% low leakage type, and is shipped installed and wired. The economizer has spring retum, fully modulating damper actuators and is capable of introducing up to 100% outdoor air. As the outdoor air intake dampers open, the retum air damp- ers close. The changeover from mechanical refrigera- tion to economizer operation is regulated by the standard single enthalpy input. There is an optional input dual dry bulb available. To meet regulated air standards, the economizer control accepts an optional CO2 input for demand ventilation.With single enthalpy Unitary Products Group input, the economizer control monitors outdoor air. The dual enthalpy kit provides a second input used to mon- itor the retum air. With a dual input kit installed, the economizer control compares the values of the two enthalpy or temperature inputs and positions the dampers to provide the maximum efficiency possible. • Power Exhaust (Downflow only) - This accessory installs in the unit with a down flow economizer. • Motorized Outdoor Air Damper - The motorized out- door air damper includes a slide-in/plug-in damper assembly with an outdoor air hood and filters. The out- door air dampers open to the preset position when the indoor fan motor is energized. The damper has a range of 0% to 100% outdoor air entry. Factory installed option or field installed accessory. • Alternate Indoor Blower Motor - For applications with high static restrictions, units are offered with optional indoor motors that provide higher static output and/or higher airflow, depending upon the installer's needs. • Aluminized Steel Gas Heat Exchanger - For applica- tions in non -corrosive environments. • Stainless Steel Gas Heat Exchanger - For applications in corrosive environments, this option provides a full stainless steel heat exchanger assembly. • Stainless Steel Drain Pan - An optional rust -proof stain- less steel drain pan is available to provide years of trou- ble-free operation in corrosive environments. • Electric Heaters - The electric heaters range from 9kW to 54kW and are available in all the voltage options of the base units. All heaters are dual staged. All heaters are intended for single point power supply. • Disconnect Switch - For gas heat units and cooling units with electric heat, a HACR breaker sized to the unit is provided. For cooling only units, a switch sized to the largest electric heat available for the particular unit is provided. Factory installed option only. Convenience Outlet - (Non-Powered/Powered) - This option locates a 120V single-phase GFCI outlet with cover, on the comer of the unit housing adjacent to the compressors. The "Non -powered" option requires the installer to provide the 120V single-phase power source and wiring. The "Powered" option is powered by a step- down transformer in the unit. Factory installed option only. Smoke Detectors - The smoke detectors stop operation of the unit by interrupting power to the control board if smoke is detected within the air compartment. Available for both the supply and/or retum air. ®WARNING Factory installed smoke detectors in the return air, may be subjected to freezing temperatures during "off" times due to out side air infiltration. These smoke detectors have an operational limit of 32 °F to 131°F. Smoke detectors installed in areas that could be out side those limitations will have to be moved to prevent having false alarms. 5 • Phase Monitors - Designed to prevent unit damage. The phase monitor will shut the unit down in an out -of phase condition. (Standard on units with Scroll Compressors.) • Coil Guard - Customers can purchase a coil guard kit to protect the condenser coil from damage. Additionally, this kit stops animals and foreign objects from entering the space between the inner condenser coil and the main cabinet. This is not a hail guard kit. • Dirty Filter Switch - This kit includes a differential pres- sure switch that energizes the fault light on the unit ther- mostat, indicating that there is an abnormally high pressure drop across the filters. Factory installed option or field installed accessory. • Technicoat Condenser Coils - The condenser coils are coated with a phenolic coating for protection against cor- rosion due to harsh environments. • Technicoat Evaporator Coil - The evaporator coils are coated with a phenolic coating for protection against cor- rosion due to harsh environments. • BAS - Building Automation System Controls Simplic- ity" INTELLI-Comfort" Control - The York® Simplic- ity" INTELLI-ComfortF' control is factory installed. It includes a supply air sensor, a retum air sensor, and an outside air sensor. There are provisions for a field installed dirty filter indicator switch, an air -proving switch, an Outside Air Humidity sensor, a Return Air Humidity sensor, an Inside IAQ sensor, and an Outside Air IAQ sensor. Construction mode operation, 365 -day real time clock with 7 day programming plus holiday scheduling is built-in. Two different modes of demand ventilation are achieved through the INTELLI-Comfort" using CO2 sensors. It uses an inside CO2 sensor to perform Demand Ventilation. It can also use an Outside CO2 sen- sor to perform Differential Demand Ventilation. It uses a Patented Comfort Ventilation algorithm to provide com- fortable ventilation air temperature. The patented econo- mizer -loading algorithm will protect the equipment when harsh operating conditions exist. Humidity in the occu- pied space or return duct can be monitored and con- trolled via humidity sensors and the on -board connection for hot gas re -heat system. It uses the INTELLI-Start" algorithm to maximize energy savings by recovering the building from the Unoccupied Setpoints to the Occupied Setpoints just in time for the Occupied Time Period to begin. The Simplicity" INTELLI-Comfort" balances space temperature, ventilation air temperature, CO2 and humidity for ultimate comfort. • Simplicity" INTELLI-ComfortTn' with ModLINC Control - The York® SimplicityTMA INTELLI-Comfort" with ModLINC control is factory installed. It includes all the features of the INTELLI-Comfort" control with an additional control to translate communications from MODBUS to the BACnet MSTP protocol. • Novar® BAS Control - The Novar® ETC -3 building automation system controller is factory installed. Incudes 246646-YTG-E-1006 supply air sensor, return air sensor, dirty filter indicator switch, and air proving switch. • Johnson Controls BAS Control - The Johnson Control YK-UNT 1126 building automation system controller is factory installed. Includes supply air sensor, retum air sensor, dirty filter indicator switch, and air proving switch. • CPC BAS Control - The Computer Process Controls Model 810-3060 ARTC Advanced Rooftop building auto- mation system controller is factory installed. Includes supply air sensor, return air sensor, dirty filter indicator switch and air proving switch. • Honeywell BAS Control - The Honeywell W7750C building automation system controller is factory installed. Includes air supply sensor, return air sensor, dirty filter indicator switch, and air proving switch. FIELD INSTALLED ACCESSORIES YORK® offers several equipment accessories for field instal- lation, for the Predator® line. • Downflow Economizer - (With barometric relief) - The economizer is provided with a single enthalpy input. The economizer is 2% low leakage type. The economizer has spring return, fully modulating damper actuators and is capable of introducing up to 100% outdoor air. As the outdoor air intake dampers open, the retum air dampers close. The changeover from mechanical refrigeration to economizer operation is regulated by the standard single enthalpy input. There is an optional input dual dry bulb available. To meet regulated air standards, the econo- mizer control accepts an optional CO2 input for demand ventilation. With single enthalpy input, the economizer control monitors outdoor air. The dual enthalpy kit pro- vides a second input used to monitor the retum air. With a dual input kit installed, the economizer control com- pares the values of the two enthalpy or temperature inputs and positions the dampers to provide the maxi- mum efficiency possible • Horizontal Economizer - (Without barometric relief) - All features of the downflow economizer exist except you must order the duct mount barometric relief separately. You must order a 1 EH0408 if you are installing a power exhaust. You can order a 1 RD0411 Barometric Relief for horizontal flow economizer. • Slab Economizer for Energy Recovery Ventilator - (Without barometric relief or Fresh Air Hood) - The economizer is provided with a single enthalpy input. The economizer is 2% low leakage type. The economizer has spring return, fully modulating damper actuators and is capable of introducing up to 100% outdoor air. As the outdoor air intake dampers open, the retum air dampers close. The changeover from mechanical refrigeration to economizer operation is regulated by the standard single enthalpy input. There is an optional input dual dry bulb available. To meet regulated air standards, the econo- mizer control accepts an optional CO2 input for demand 6 Unitary Products Group 246646-YTG-E-1006 ventilation.With single enthalpy input, the economizer control monitors outdoor air. The dual enthalpy kit pro- vides a second input used to monitor the return air. With a dual input kit installed, the economizer control com- pares the values of the two enthalpy or temperature inputs and positions the dampers to provide the maxi- mum efficiency possible. You can order 1EH0409 Barometric Relief/FA Hood for field installations without an ERV. • Dual Enthalpy Control, Accessory - This kit contains the required components to convert a single enthalpy economizer to dual enthalpy. • Barometric Relief Damper - Zero to 100% capacity barometric relief dampers for use with horizontal flow, or field installed slab economizers. • Power Exhaust - This accessory installs in the unit with a down flow economizer. Power exhaust plugs into the connector in the unit bulkhead. You must purchase 1EH0408 barometric relief when applying to a hori- zontal flow application. • Manual Outdoor Air Damper - Like the motorized out- door air damper, each manual outdoor air damper includes a slide -in damper assembly with an outdoor air hood and filters. Customers have a choice of dampers with ranges of 0% to 100% or 0% to 35% outdoor air entry. • Motorized Outdoor Air Damper - The motorized out- door air damper includes a slide-in/plug-in damper assembly with an outdoor air hood and filters. The out- door air dampers open to the preset position when the indoor fan motor is energized. The damper has a range of 0% to 100% outdoor air entry. Factory installed option or field installed accessory. • Smoke Detectors - The smoke detectors stop operation of the unit by interrupting power to the control board if smoke is detected within the air compartment. • CO2 Sensor - Senses CO2 levels and automatically overrides the economizer when levels rise above the preset limits. • Dirty Filter Switch - This kit includes a differential pres- sure switch that energizes the fault light on the unit ther- mostat, indicating that there is an abnormally high pressure drop across the filters. • Coil Guard - Field installed decorative wire coil guard. • Hail Guard - This kit includes a sloped hood which installs over the outside condenser coil and prevents damage to the coil fins from hail strikes. Field installed accessory only. • Flue Exhaust Extension Kit - In locations with wind or weather conditions which may interfere with proper exhausting of furnace combustion products, this kit can be installed to prevent the flue exhaust from entering nearby fresh air intakes. • -60°F Gas Heat Kit - For installations which require gas heat units to perform in low ambient temperatures, a gas section heating kit is available. This kit provides electric heat in the gas heat controls section to ensure the gas valve and controls will continue to function properly at extremely low temperatures. • Gas Heat High Altitude Kit - This kit converts a gas heat unit to operate at high altitudes, 2,000 to 6,000 feet. Conversion kits are available for natural gas and pro- pane. • Gas Heat Propane Conversion Kit - This kit converts a gas-fired heater from natural gas to propane. It contains the main burner orifices and gas valve replacement springs. • Gas Piping Kit - Contains pipe nipples, fittings and gas cock required for gas supply connection with extemal shut off. • Electric Heaters - The electric heaters range from 9 kW to 54kW and are available in all the voltage options of the base units. All heaters are dual staged. Cooling units include an adapter panel for easy installation of the elec- tric heaters. Necessary hardware and connectors are included with the heaters. All heaters are intended for single point power supply. • Low Limit / Compressor Lockout Kit 1. Compressor Lockout (CLO): To prevent mechani- cal (compressorized) operation of the unit during cold outdoor conditions where there is a risk of retuming liquid refrigerant back to the compressors. 2. Low Limit Control (LLC): To prevent the supply air from dropping below a specified setpoint by utilizing the units first stage heating means when there is a demand for cooling during cold outside conditions. • Metal Frame Filter Kit - Metal frame with polyester filter medium. • Permanent Filters - Permanent filters are available. • Roof Curbs - The roof curbs have insulated decks and are shipped disassembled The roof curbs are available in 8" and 14" heights. For applications with security con- cerns, burglar bars are available for the duct openings of the roof curbs. • Roof Curb Transition - Single Piece Adapter (10" High) - Roof curbs for transitioning from Sunlinem units to Predator® units. Fits 7.5 to 12.5 SunlineTM' roof curbs only. • Burglar Bars - Mount in the supply and return openings to prevent entry into the duct work. • Thermostat - The units are designed to operate with 24 - volt electronic and electro -mechanical thermostats. All units (with or without an economizer) operate with two- stage heat/two-stage cool or two-stage cooling only ther- mostats, depending upon unit configuration. Unitary Products Group 7 246646-YTG-E-1006 TABLE 1: ACCESSORIES Part Number Description Weight 1RC0470 Roof Curb, 8" Height - 1 RC0471 Roof Curb, 14" Height - 1 RC0472 Roof Curb, Transition (7.5 T through 12.5 T) - 16 D0408 Burglar Bars, Downflow - 2TP04520925 Electric Heat 9kW 230V - 2TP04521825 Electric Heat 18kW 230V - 2TP04522425 Electric Heat 24kW 230V - 2TP04523625 Electric Heat 36kW 230V - 2TP04525425 Electric Heat 54kW 230V - 2TP04520946 Electric Heat 9kW 460V - 2TP04521846 Electric Heat 18kW 460V - 2TP04522446 Electric Heat 24kW 460V - 2TP04523646 Electric Heat 36kW 460V - 2TP04525446 Electric Heat 54kW 460V - 2TP04520958 Electric Heat 9kW 575V - 2TP04521858 Electric Heat 18kW 575V - 2TP04522458 Electric Heat 24kW 575V - 2TP04523658 Electric Heat 36kW 575V - 2TP04525458 Electric Heat 54kW 575V - 2TP04540925 Electric Heat 9kW 230V, 42" Tall Cabinet - 2TP04541825 Electric Heat 18kW 230V, 42" Tall Cabinet - 2TP04542425 Electric Heat 24kW 230V, 42" Tall Cabinet - 2TP04543625 Electric Heat 36kW 230V, 42" Tall Cabinet - 2TP04540946 Electric Heat 9kW 460V, 42" Tall Cabinet - 2TP04541846 Electric Heat 18kW 460V, 42" Tall Cabinet - 2TP04542446 Electric Heat 24kW 460V, 42" Tall Cabinet - 2TP04543646 Electric Heat 36kW 460V, 42" Tall Cabinet - 2TP04540958 Electric Heat 9kW 575V, 42" Tall Cabinet - 2TP04541858 Electric Heat 18kW 575V, 42" Tall Cabinet - 2TP04542458 Electric Heat 24kW 575V, 42" Tall Cabinet - 2TP04543658 Electric Heat 36kW 575V, 42" Tall Cabinet - 1FA0411 Manual Outside Air Damper 0-35%, Downflow (Incl. Hood, Damper & Filters, No Barometric Relief) - 1 FA0412 Manual Outside Air Damper 0-100%, Downflow (Incl. Hood, Damper & Filters, No Barometric Relief) - 2MD04702724 Motorized Damper, Downflow (Incl. Hood, Damper & Filter, no Barometric Relief) - 2MD04703324 Motorized Damper, Horizontal (Incl. Hood, Damper & Filter, no Barometric Relief) 2EE04705424 Economizer, Downflow (Incl. Barometric Relief & All Hoods) 124 lbs. 2EE04705524 Economizer, Horizontal (Incl. Dampers & Hoods, no Barometric Relief) 97 lbs. 2EE04705224 Economizer, Slab, Downflow (Incl. Dampers only no Hoods or Barometric Relief) 2EE04705624 "Downflow Economizer, Slab type for ERV (no Barometric Relief or FA hood)", 42" Tall Cabinet - 2PE04703225 Power Exhaust, Downflow, 230V (For Units with Economizer only) - 2PE04703246 Power Exhaust, Downflow, 460V(For Units with Economizer only) - 2PE04703258 Power Exhaust, Downflow, 580V (For Units with Economizer only) - 2EC04700924 Dual Enthalpy Control (Use with Single Enthalpy Economizer) - 1EH0407 Hood Kit, Downflow Economizer (Included with all Downflow Economizers) 1 RD0411 Barometric Relief Kit, Ductmount for Horizontal Application (Incl. Damper & Hood) 1 EH0408 Barometric Relief Kit, Ductmount for Horizontal Application w/Power Exhaust (Incl. Damper & Hood) 25 lbs. 1EH0409 Barometric Relief / Hood Kit, for Field Installed Slab Econ. w/o ERV (Incl. Barometric Relief & FA Hood) - 2AQ04700424 CO2 Detector Unit Mount - 2AQ04700324 CO2 Detector Space Mount - 2SD04700424 Smoke Detector, Supply or Retum (Retum Not Available with Horizontal Economizer) - 2MK04700624 Low Limit / Compressor Lockout Kit 1CG0419 Coil Guard (Electric / Electric & HP models) - 8 Unitary Products Group 246646-YTG-E-1006 TABLE 1: ACCESSORIES (CONTINUED) Part Number Description Weight 1CG0420 Coil Guard (Gas / Electric models) - 1CG0427 Coil Guard (Electric / Electric & HP Models), 4? Tall Cabinet - 1CG0428 Coil Guard (Gas / Electric Models), 4? Tall Cabinet - 1HG0411 Hail Guard Kit - 1HG0415 Hail Guard Kit, 42" Tall Cabinet - 1GP0405 Gas Piping Kit - 1NP0442 Propane Conversion Kit - 1 HA0442 High Altitude Kit for Natural Gas - 1 HA0443 High Altitude Kit for Propane - 1 FE0412 Flue Exhaust Extension Kit - 2BC04700106 Gas Heat Kit, -60 deg F, 230V - 2BC04700151 Gas Heat Kit, -60 deg F, 460V - 2BC04700154 Gas Heat Kit, -60 deg F, 575V - 1 FL0402 Permanent Filter Kit - 1 FL0423 Permanent Filter Kit, 42" Tall Cabinet - 2DF0401 Dirty Filter Switch - 1 FF0410 Filter Frame Kit, Metal - 1 FF0411 Metal Filter Frame Kit, 42" Tall Cabinet - Unitary Products Group 9 5 NOMENCLATURE 246646-YTG-E-1006 6.5-12.5 Ton York® Model Number Nomenclature D M 090 N10 A 2 A AA 310111214lA Product Category D = A/C, Single Pkg.. R-22 Product Identifier M=9.OEER AIC H=11.0•EER A/C Nominal Cooling Capady 078= 6.5 Ton 090 = 7.5 Ton 102= 8.5 Ton 120=10.0 Ton 150= 12.5 Ton Heat Type and Nominal Heat Capacity C00 = Cooling Only. No heat installed SS Drain Pan Gas Heat Options N10 = 100 MBH Output Aluminized Steel N15 = 150 MBH Output Aluminized Steel N20 = 200 MBH Output Aluminized Steel S10 = 100 MBH Output Stainless Steel S15 = 150 MBH Output Stainless Steel S20 = 200 MBH Output Stainless Steel Y Pleated filters Electric Heat Options E09 = 9 KW 518= 18 KW E24 = 24 KW 636 = 36 KW E54= 54 KW Airflow A = Std. Motor B = Std. MotorlEcono.Barometric Relief (Downflow Only) C = Std. Motor/Econo./Power Exhaust (Downflow Only) D = Std. Motor/Motorized Damper (Downflow Only) E = Std. Motor/Horizontal Economizer (No Baro.) F = Std. Motor/Slab Econo./Power Exhaust (Downflow Only) G = Std. Moloy/Slab Econo.Barometric Relief (Downflow Only) N = Hi Static Mtr. P = Hi Static MtrJEcono./Barometric Relief (Downflow Only) O = Hi Static MtrJEconoJPower Exhaust (Downflow Only) R = Hi Static MtriMotorized Damper (Downflow Only) S = Hi Static MtrJHormontal Economizer (No Berm) T = Hi Static Mtr./Slab EconoJPower Exhaust (Downflow Only) U = HI Static Mtr./Slab Econo.Barometric Relief (Downflow only) Voltage 2 = 208/230-3-60 3 = 380-3-60 4 = 460-3-60 5 = 575-3-60 1-_ Product Style A = Style A B= Style 13 C = Style C Configuration Options (not required for all units) These four digits will not be assigned until a quote is requested, or an order placed. — SS Drain Pan ^_ CPC Controller, DFS, APS E = Option 3 Johnson Controller, DFS, APS — Honeywell Controller, DFS, APS ^_ Novar Controller. DFS, APS L = Options 1,3 & 4 Simplicity IntelliComtort Controller — Simplicity IntetiComfort Controller w/Modlinc —_ Y Pleated filters S = Option 5 BAS Ready Unit with Belimo Economizer _ Shipping Bag W = Options 1, 3, 4, & 5 Any Combination of Additional Options that Don't Have an Option Code Pre -assigned Product Generation 3 = Third Generation 4 = Fourth Generation 5 = Fifth Generation 6 = Sixth Generation Additional Options AA = None AB = Phase Monitor AC = Coil Guard AD = Dirty Filter Switch AE = Phase Monitor & Coil Guard AF = Phase Monitor & Dirty Fitter Switch AG = Coil Guard & Dirty Filter Switch AH = Phase Monitor, Coil Guard & Dirty Filter Switch RC = Coil Guard, Shipping Bag & American Flag TA = Tedrnicoat Condenser Coil TJ = Technicoat Evaporator Coil TS = Technicoat Evaporator & Condenser Coils ZZ = If desired option combination is not listed above, ZZ will be assigned and configuration options will be located in digits 15 -18 - Installation Options A = No Options Installed B = Option 1 C = Option 2 D = Options 1 & 2 E = Option 3 F = Option 4 G=Optional &3 H = Options 1 & 4 J = Options 1, 2 & 3 K = Options 1, 2, & 4 L = Options 1,3 & 4 M= Options 1, 2, 3, & 4 N = Options 2 & 3 P= Options 2 & 4 O=Options 2,3,&4 R=Options3&4 S = Option 5 T - Options 1 & 5 U = Options 1, 3, & 5 V Options 1, 4, & 5 W = Options 1, 3, 4, & 5 X = Options 3 & 5 Y = Options 4 & 5 Z = Options 3, 4 & 5 Options 1 = Disconnect 2 = Non-Pwed Cony. Outlet 3 = Smoke Detector S.A. 4 = Smoke Detector RA. 5 = Pwrd Cony. Outlet 10 Unitary Products Group 246646-YTG-E-1006 TABLE 2: DH PHYSICAL DATA Component Models 078 090 102 120 150 Evaporator Blower Blower, Centrifugal (Dia. X Wd. in.) 12 x 12 12 x 12 12 X 12 15 x 15 15 x 15 Motor, Standard (HP) 1-1/2 2 3 2 3 Motor, Optional (HP) 2 3 3 3 5 Evaporator Coil Rows 3 3 3 4 4 Fins per Inch 15 15 15 15 15 Height (in.) 32 32 32 40 40 Face Area (ft.2 each) 10.67 10.67 10.67 13.2 13.2 Condenser Fan (2 per Unit) Propeller Dia. (in., each) 24 24 24 24 24 Motor (HP, each) 1/3 1/3 1/3 3/4 3/4 CFM, Nominal (each) 3400 3400 3400 4400 4400 Condenser Coil (2 per unit) Rows (each) Sys 1: 2 Row 2 2 2 2 Sys 2: 1 Row Fins per Inch 20 20 20 20 20 Height (in., each) 36 36 36 44 44 Face Area (ft.2 each) 12 12 12 14.5 14.5 Refrigerant Charge System 1 (Ib./oz.) 8/0 8/12 9/8 12/0 9/14 System 2 (Ib./oz.) 4/12 9/0 8/2 11/0 9/4 Compressors Quantity 2 2 2 2 2 Type Recip. Recip Recip. Recip Scroll Air Filters Size (Wd. x Ht. x Thickness in.) 25x16x2 25x16x2 25x16x2 25x20x2 25x20x2 Number Per Unit 4 4 4 4 4 Unitary Products Group 11 246646-YTG-E-1006 TABLE 3: DH CAPACITY RATINGS Size (Tons) Model Cooling Capacity Ratingsl ARI Ratin s1 CFM Rating (dB)2Capacity Nominal Electric Heat s (kW) Gas Heat Capacity Gas Line Size (in. OD) MBH EER IPLV Input (MBH) Output (MBH) Seasonal Efficiency (%) Temp. Rise (°F) 078 (6-1/2) Cooling Only 75 11.5 11.90 2421 84 - - - - - - Electric Heat 9, 18, 24, 36 - Gas Heat - 120 96 80 20-50 3/4 Gas Heat - 180 144 80 35-65 3/4 090 (7-1/2) Cooling Only- 89 11.5 12.0 3000 84 - - Electric Heat 18, 36 Gas Heat - 120 96 80 15-45 3/4 Gas Heat - 180 144 80 30-60 3/4 102 (8-1/2) Cooling Only- 99 11.0 11.50 2692 84 - Electric Heat 9, 18, 24, 36 - Gas Heat - 120 96 80 15-45 3/4 Gas Heat - 180 144 80 30-60 3/4 120 (10) Cooling Only 115 11.0 11.70 3840 90 - - - - - - Electric Heat 18, 24, 36, 54 Gas Heat - 180 144 80 20-50 3/4 Gas Heat - 240 192 80 35-65 3/4 150 (12-1/2) Cooling Only 146 10.0 10.70 4100 90 - - - - - - Electric Heat 18, 24, 36, 54 - Gas Heat - 180 144 80 10-40 3/4 Gas Heat - 240 192 80 25-55 3/4 1 Rated at 95°F ambient 80°F dry bulb and 67°F wet bulb 2 Rated in accordance with ARI 270 standard. 3 See Table 20. TABLE 4: UNIT VOLTAGE LIMITATIONS POWER RATING MIN. MAX. 208/230-3-60 187 252 460-3-60 432 504 575-3-60 540 630 12 Unitary Products Group 246646-YTG-E-1006 TABLE 5: COOLING CAPACITY DH078 (6-1/2 TON) UNIT E alp Coil r On Temperature of Air on Condenser Coil 75°F Temperature of Air on Condenser Coil 85°F CFM WF Tot. Cap.1 (MBH) Tot. Input2 (kW) Sensible Capacity (MBH) Retum Dry Bulb (°F) Tot. Cap.1 (MBH) Tot. Input2 (kW) Sensible Capacity (MBH) Retum Dry Bulb (°F) 86 83 80 77 74 71 68 86 83 80 77 74 71 68 1950 72 88.9 4.8 51.3 45.8 40.2 34.6 29,1 - - 84.6 5,3 49.4 43,9 38.3 32.7 27.2 - - 67 85.5 4.8 65.4 59.9 54.3 48.7 43.2 37.6 32.1 79.8 5.2 62.9 57.4 51.8 46.2 40.7 35.1 29.6 62 80.0 4.7 80.0 73.8 68.2 62.7 57.1 51.5 46.0 74.2 5.1 74.2 69.8 64.3 58.7 53.1 47.6 42.0 57 78.2 4.7 78.2 76.8 71.3 65.7 60.2 54.6 49,0 73.1 5.1 73.1 71.6 66.0 60,5 54,9 49.4 43.8 2275 72 91.3 4.8 56.3 49.7 43.2 36.6 30.0 - - 87.1 5.3 54.5 47.9 41,4 34.8 28.2 - - 67 87.9 4.8 71.4 64.9 58.3 51.7 45.1 38.6 32.0 82.2 5.3 69.1 62.5 56.0 49.4 42.8 36.2 29.7 62 82.2 4.7 82.2 79.1 73,3 66.7 60.1 53.5 47.0 76,4 5.2 76.4 74.2 69.4 62.8 56,3 49.7 43.1 57 80.4 4.7 80,4 79,7 76.5 70.0 63.4 56,8 50.3 75.2 5.2 75.2 74.5 71.3 64,8 58.2 51.6 45.0 2600 72 93.8 4.8 61.3 53,7 46.1 38.5 30.9 - - 89.6 5.4 59.6 52.0 44.4 36,9 29,3 - - 67 90.2 4.8 77.4 69.9 62.3 54,7 47.1 39.5 31.9 84.5 5.3 75.3 67.7 60.1 52.5 44.9 37.4 29.8 62 84.4 4.8 84.4 84.4 78.3 70.7 63.1 55.5 47.9 78.6 5.2 78.6 78.6 74.6 67.0 59.4 51.8 44.2 57 82.6 4.7 82.6 82.6 81,8 74.2 66.6 59.1 51.5 77.4 5.2 77,4 77.4 76.6 69.0 61.5 53.9 46.3 2925 72 94.5 4.8 65.3 56.6 48,0 39.4 30.7 - - 90.5 5.4 63,7 55.1 46.5 37.8 29.2 - - 67 90.9 4.8 83.2 73.5 64.8 56.2 47.6 38.9 30.3 85.4 5.3 80.1 71.5 62.8 54.2 45.6 36,9 28.3 62 85.0 4.8 85.0 85.0 82.0 73.3 64.7 56.0 47.4 79.4 5.2 79.4 79.4 77.4 68,8 60.1 51.5 42.9 57 83.1 4.7 83.1 83.1 82.8 74.1 65.5 56,9 48.2 78.2 5.2 78.2 78.2 77.8 69.2 60,5 51.9 43.3 3250 72 95.1 4.9 69.3 59.6 49.9 40.2 30.5 - - 91.4 5.4 67.8 58.2 48.5 38.8 29.1 - - 67 91.5 4.8 88.9 77,1 67.4 57.7 48.0 38.3 28.6 86.3 5.3 84.9 75.2 65.6 55.9 46.2 36.5 26.8 62 85.6 4.8 85.6 85.6 85.6 75.9 66.3 56.6 46.9 80.2 5.2 80.2 80.2 80.2 70.6 60.9 51.2 41.5 57 83.7 4.7 83.7 83.7 83.7 74.0 64.4 54.7 45.0 79.0 5.2 79.0 79.0 79.0 69.3 59.6 49.9 40.2 Temperature of Air on Condenser Coil 95°F Temperature of Air on Condenser Coil 105°F 1950 72 80.3 5.8 47.5 42.0 36.4 30.8 25.3 - - 74.6 6.3 45.1 39.6 34.0 28.5 22.9 - - 67 74.1 5.7 60.4 54.9 49.3 43.7 38.2 32.6 27.1 67.4 6.1 57.6 52.1 46.5 40.9 35.4 29.8 24.3 62 68.5 5.6 68.5 65.8 60.3 54.7 49.2 43.6 38.0 63.3 6.0 63.3 60.8 55.2 49.7 44.1 38.6 33.0 57 68.0 5.6 68.0 66.4 60.8 55.2 49.7 44.1 38.6 63.0 6.1 63.0 61.2 55.6 50.1 44.5 39.0 33.4 2275 72 82.8 5.8 52.7 46.2 39.6 33.0 26.4 - - 76.8 6.3 50.2 43.7 37.1 30.5 23.9 - - 67 76.5 5.7 66.8 60.2 53.6 47.0 40.5 33.9 27.3 69.4 6.2 63.0 57.3 50.7 44.1 37.6 31.0 24.4 62 70.7 5.6 70.7 69.4 65.6 59.0 52.4 45.8 39.3 65.2 6.1 65.2 63.9 60.2 53.7 47.1 40.5 33.9 57 70.1 5.6 70.1 69.3 66.1 59.6 53.0 46.4 39.8 64.8 6.1 64.8 63.9 60.7 54.1 47.5 40.9 34.4 2600 72 85.4 5.9 57.9 50.4 42.8 35.2 27.6 - - 78.9 6.4 55.3 47.7 40.2 32.6 25.0 - - 67 78.8 5.8 73.1 65.5 57.9 50.4 42.8 35.2 27.6 71.3 6.2 68.5 62.5 54.9 47.3 39.7 32.2 24.6 62 72.9 5.7 72.9 72.9 70.8 63.2 55.7 48.1 40.5 67.0 6.1 67.0 67.0 65.2 57.6 50.1 42.5 34.9 57 72.2 5.7 72.2 72.2 71.5 63.9 56.3 48.7 41.1 66.6 6.2 66.6 66.6 65.7 58.1 50.5 42.9 35.3 2925 72 86.5 5.9 62.2 53.6 44.9 36.3 27.6 - - 80.0 6.4 59.6 50.9 42.3 33.7 25.0 - - 67 79.9 5.8 77.0 69.5 60.8 52.2 43.6 34.9 26.3 72.3 6.3 70.8 66.0 57.8 49,2 40.6 31.9 23.3 62 73.9 5.7 73.9 73.9 72.8 64.2 55.6 46.9 38.3 67.9 6.2 67.9 67.9 67.0 58.4 49.7 41.1 32.5 57 73.2 5.7 73.2 73.2 72.8 64.2 55.6 46.9 38.3 67.5 6.2 67.5 67.5 67.0 58.4 49.7 41.1 32.5 3250 72 87.7 5.9 66.4 56.7 47.1 37.4 27.7 - - 81.0 6.4 63.8 54.1 44.4 34.8 25.1 - - 67 81.0 5.8 81.0 73.4 63.7 54.0 44.4 34.7 25.0 73.2 6.3 73.2 69.4 60.8 51.1 41.4 31.7 22.0 62 74.9 5.7 74.9 74.9 74.9 65.2 55.5 45.8 36.1 68.8 6.2 68.8 68.8 68.8 59.1 49.4 39.7 30.0 57 74.2 5.7 74.2 74.2 74.2 64.5 54.9 45.2 35.5 68.4 6.2 68.4 68.4 68.4 58.7 49.0 39,3 29.6 Temperature of Air on Condenser Coil 115°F Temperature of Air on Condenser Coil 125°F 1950 72 69.0 6.8 42.8 37.2 31.6 26.1 20.5 - - 63.3 7.3 40.4 34.8 29.2 23.7 18.1 - - 67 60.7 6.6 54.8 49.3 43.7 38.2 32.6 27.0 21.5 54.0 7.1 52.0 46.5 40.9 35.4 29.8 24.2 18.7 62 58.2 6.5 58.2 55.8 50.2 44.7 39.1 33.5 28.0 53.0 7.0 53.0 50.7 45.2 39.6 34.1 28.5 23.0 57 58.0 6.6 58.0 56.0 50.5 44.9 39.3 33.8 28.2 53.0 7.1 53.0 50.9 45.3 39.7 34.2 28.6 23.1 2275 72 70.7 6.8 47.7 41.2 34.6 28.0 21.4 - - 64.6 7.4 45.2 38.7 32.1 25.5 18.9 - - 67 62.3 6.7 59.3 54.4 47.8 41.2 34.7 28.1 21.5 55.2 7.1 55.2 51.5 44.9 38.3 31.8 25.2 18.6 62 59.6 6.6 59.6 58.5 54.9 48.3 41.8 35.2 28.6 54.1 7.1 54.1 53.0 49.6 43.0 36.4 29.9 23.3 57 59.4 6.7 59.4 58.5 55.2 48.6 42.0 35.5 28.9 54.1 7.2 54.1 53.1 49.7 43.1 36.6 30.0 23.4 2600 72 72.5 6.9 52.7 45.1 37.5 30.0 22.4 - - 66.0 7.4 50.1 42.5 34.9 27.3 19.8 - - 67 63.8 6.7 63.8 59.5 51.9 44.3 36.7 29.1 21.6 56.3 7.2 56.3 56.3 48.9 41.3 33.7 26.1 18.5 62 61.1 6.6 61.1 61.1 59.6 52.0 44.4 36.9 29.3 55.3 7.1 55.3 55.3 54.0 46.4 38.8 31.2 23.7 57 60.9 6.7 60.9 60.9 59.9 52.3 44.7 37.2 29.6 55.3 7.2 55.3 55.3 54.1 46.5 39.0 31.4 23.8 2925 72 73.4 6.9 57.0 48.3 39.7 31.0 22.4 - - 66.8 7.5 54.3 45.7 37.1 28.4 19.8 - - 67 64.6 6.7 64.6 62.5 54.8 46.2 37.6 28.9 20.3 57.0 7.2 57.0 57.0 51.8 43.2 34.6 25.9 17.3 62 61.9 6.7 61.9 61.9 61.2 52.5 43.9 35.2 26.6 55.9 7.1 55.9 55.9 55.3 46.7 38.0 29.4 20.8 57 61.7 6.7 61.7 61.7 61.2 52.6 43.9 35.3 26.7 55.9 7.3 55.9 55.9 55.4 46.7 38.1 29.5 20.8 3250 72 74.3 7.0 61.2 51.5 41.8 32.1 22.4 - - 67.6 7.5 58.6 48.9 39.2 29.5 19.8 - - 67 65.5 6.8 65.5 65.5 57.8 48.1 38.4 28.7 19.0 57.7 7.3 57.7 57.7 54.8 45.1 35.5 25.8 16.1 62 62.7 6.7 62.7 62.7 62.7 53.0 43.3 33.6 23.9 56.6 7.2 56.6 56.6 56.6 46.9 37.2 27.6 17.9 57 62.5 6.8 62.5 62.5 62.5 52.8 43.1 33.4 23.7 56.6 7,3 56.6 56.6 56.6 46.9 37.2 27.6 17.9 1 These capacities are gross ratings. For net capac'ty, deduct air blower motor, MBh = 3.415 x kW. Refer to the appropriate Blower Performance Table for the kW of the supply air blower motor. 2 These ratings include the condenser fan motors (total 1 kW) and the compressor motors but not the supply air blower motor. Unitary Products Group 13 246646-YTG-E-1006 TABLE 6: COOLING CAPACITY DH090 (7-1/2 TON) UNIT Air On Evap. Coil Temperature of Air on Condenser Coil 75°F Temperature of Air on Condenser Coil 85°F CFM WF Tot. Cap.1 (MBH) Tot. Input2 (kW) Sensible Capacity (MBH) Retum Dry Bulb (°F) Tot. Cap.1 (MBH) Tot. Input2 (kW) Sensible Capacity (MBH) Return Dry Bulb (°F) 86 83 80 77 74 71 68 86 83 80 77 74 71 68 2250 72 102.7 5.7 60.1 53.7 47.3 40.9 34.5 - - 98.5 6.2 58.2 51.8 45.4 39.0 32.5 - - 67 98.7 5.6 75.6 69.2 62.8 56.4 50.0 43.5 37.1 93.0 6.1 73.4 67.0 60.5 54.1 47.7 41.3 34.9 62 95.0 5.6 95.0 87.3 80.9 74.5 68.0 61.6 55.2 88.7 6.1 88,7 82.4 76.0 69.6 63.2 56.8 50.4 57 96.7 5.5 96.7 90.6 84.1 77.7 71.3 64.9 58.5 88.4 6.0 88.4 84.3 77.9 71.5 65.0 58.6 52.2 2625 72 105.1 5.7 65,5 57.9 50,3 42.8 35.2 - - 100.9 6.2 63.8 56.2 48.6 41.1 33.5 - - 67 101.0 5.6 82.0 74.4 66.8 59.2 51.6 44.0 36.5 95.2 6.1 80.1 72.5 64.9 57.3 49.7 42.2 34.6 62 97.2 5.6 97.2 93.4 86.1 78.5 70.9 63.3 55.7 90.8 6.1 90.8 87.7 81.5 73.9 66.3 58.8 51.2 57 98.9 5.5 98.9 95.9 89.6 82.0 74.4 66.8 59.2 90.5 6.1 90.5 88.5 83.5 75.9 68.3 60.7 53.2 3000 72 107.5 5.7 70.9 62.1 53.4 44.6 35.9 - - 103.2 6.3 69.4 60.7 51.9 43.2 34.4 - - 67 103.3 5.6 88,3 79.5 70.8 62.0 53.3 44.5 35.8 97.4 6.2 86.8 78.0 69.3 60.5 51.8 43,0 34.3 62 99.4 5.6 99.4 99.4 91.2 82.5 73.8 65.0 56.3 92.9 6.1 92.9 92.9 87.0 78.2 69.5 60.7 52.0 57 101.2 5.5 101.2 101.2 95.0 86.2 77.5 68.7 60.0 92.6 6.1 92,6 92.6 89.1 80.3 71.6 62.8 54.1 3375 72 108.5 5.7 75.3 65.4 55.4 45.4 35.5 - - 104.6 6.3 74.2 64.3 54.3 44.3 34.4 - - 67 104.3 5.6 94.8 83.4 73.5 63.5 53.6 43.6 33.6 98.7 6.2 92,4 82.4 72.5 62.5 52.5 42.6 32.6 62 100.4 5.6 100.4 100.4 95.9 85.9 76.0 66.0 56.0 94.2 6.1 94.2 94.2 91.0 81.0 71.0 61.1 51.1 57 102.2 5.5 102.2 102.2 99.1 89.2 79.2 69.2 59.3 93.9 6.1 93.9 93,9 92,1 82.1 72.2 62.2 52.3 3750 72 109.6 5.7 79.8 68.6 57.4 46.2 35.1 - - 106,0 6.3 79.0 67.9 56.7 45.5 34.3 - - 67 105.4 5.6 101.3 87.3 76.2 65.0 53.8 42.6 31.5 100.1 6.2 98.0 86.8 75.6 64.5 53.3 42.1 30.9 62 101.4 5.6 101.4 101.4 100.5 89.4 78.2 67.0 55.8 95.4 6.1 95.4 95.4 95.0 83.8 72.6 61.4 50.3 57 103 3 5.5 103.3 103.3 103.3 92.1 80.9 69.7 58.6 95.1 6.1 95.1 95.1 95.1 83.9 72.8 61.6 50.4 Temperature of Air on Condenser Coil 95°F Temperature of Air on Condenser Coil 105°F 2250 72 94.3 6.7 56.3 49.8 43.4 37.0 30.6 - - 87.5 7.3 53.7 47.2 40.8 34.4 28.0 - - 67 87.3 6.7 71.1 64.7 58.3 51.9 45.5 39.1 32.7 79.7 7.2 67.8 61.4 55.0 48.6 42.2 35.8 29.4 62 82.4 6.5 82.4 77.6 71.2 64.8 58.4 51.9 45.5 76.0 7.1 76.0 71.7 65.3 58.9 52.4 46.0 39.6 57 80.1 6.5 80.1 78.0 71.6 65.2 58.8 52.4 46.0 74.0 7.1 74.0 72.0 65.6 59.2 52.7 46.3 39.9 2625 72 96.6 6.8 62.1 54.5 46.9 39.4 31.8 - - 89.8 7.4 59.6 52.0 44.4 36.8 29.3 - - 67 89.4 6.7 78.2 70.6 63.0 55.4 47.9 40.3 32.7 81.8 7.2 74.3 67.4 59.9 52.3 44.7 37.1 29.5 62 84.4 6.6 84.4 82.0 76.9 69.4 61.8 54.2 46.6 78.0 7.1 78.0 75.8 71.0 63.4 55.8 48.3 40.7 57 82.1 6.6 82.1 81.0 77.4 69.8 62.2 54.7 47.1 75.9 7.1 75.9 74.9 71.3 63.8 56.2 48.6 41.0 3000 72 98.9 6.8 67.9 59.2 50.5 41,7 33.0 - - 92.1 7.4 65.5 56.8 48.0 39.3 30.5 - - 67 91.5 6.7 85.2 76.5 67.7 59.0 50.2 41.5 32.8 83.8 7.3 80.7 73.5 64.7 56.0 47.2 38.5 29.7 62 86.4 6.6 86.4 86.4 82.7 73.9 65.2 56.4 47.7 80.0 7.2 80.0 80.0 76.7 68.0 59.2 50.5 41.7 57 84.0 6.6 84.0 84.0 83.2 74.4 65.7 57.0 48.2 77.8 7.2 77.8 77.8 77.1 68.3 59.6 50.8 42.1 3375 72 100.6 6.9 73.1 63.2 53.2 43.2 33.3 - - 93.4 7.4 70.8 60.8 50.8 40.9 30.9 - - 67 93.1 6.8 90.0 81.4 71.4 61.5 51.5 41.5 31.6 85.1 7.3 83.5 77.8 68.5 58.6 48.6 38.6 28.7 62 87.9 6.7 87.9 87.9 86.1 76.1 66.1 56.2 46.2 81.2 7.2 81.2 81.2 79.6 69.6 59.6 49.7 39.7 57 85.5 6.6 85.5 85.5 85.1 75.1 65.2 55.2 45.2 79.0 7.2 79.0 79.0 78.6 68.7 58.7 48.7 38.8 3750 72 102.4 6.9 78.3 67.1 55.9 44.8 33.6 - - 94.8 7.5 76.0 64.9 53.7 42.5 31.3 - - 67 94.7 6.8 94.7 86.3 75.1 63.9 52.8 41.6 30.4 86.4 7.3 86.4 82.2 72.4 61.2 50.0 38.8 27.6 62 89.4 6.7 89.4 89.4 89.4 78.2 67.1 55.9 44.7 82.4 7.2 82.4 82.4 82.4 71.2 60.0 48.9 37.7 57 87.0 6.7 87.0 87.0 87.0 75.8 64.6 53.4 42.2 80.2 7.2 80.2 80.2 80.2 69.0 57.8 46.6 35.5 Temperature of Air on Condenser Coll 115°F Temperature of Air on Condenser CoII 125°F 2250 72 80.6 7.9 51.1 44.6 38.2 31.8 25.4 - - 73.7 8.4 48.4 42.0 35.6 29.2 22.8 - - 67 72.0 7.7 64.6 58.1 51.7 45.3 38.9 32.5 26.1 64.4 8.2 61.3 54.8 48.4 42.0 35.6 29.2 22.8 62 69.6 7.6 69.6 65.8 59.4 52.9 46.5 40.1 33.7 63.2 8.1 63.2 59.9 53.5 47.0 40.6 34.2 27.8 57 67.8 7.6 67.8 66.0 59,5 53.1 46.7 40.3 33.9 61,6 8,2 61.6 59.9 53.5 47.1 40.7 34.3 27.8 2625 72 82.9 7.9 57.1 49.5 41,9 34.3 26.7 - - 76,0 8.5 54.5 47,0 39.4 31.8 24.2 - - 67 74.1 7.7 70.3 64.3 56.7 49.1 41.5 34.0 26.4 66.4 8.2 66.4 61.1 53.5 46.0 38.4 30.8 23.2 62 71.6 7.7 71.6 69.7 65.1 57.5 49.9 42.3 34.7 65.2 8.2 65.2 63.5 59.1 51.6 44.0 36.4 28.8 57 69.7 7.7 69.7 68.8 65.3 57.7 50.1 42.5 34.9 63.5 8.2 63.5 62,7 59,2 51.6 44.0 36.4 28.9 3000 72 85,2 8.0 63.1 54.3 45.6 36.8 28.1 - - 78.3 8.5 60.6 51.9 43.1 34.4 25.6 - - 67 76.1 7.8 76.1 70.4 61.7 52.9 44.2 35.4 26.7 68.4 8,3 68.4 67.4 58.6 49.9 41.1 32.4 23.6 62 73,6 7.7 73.6 73.6 70.8 62.0 53.3 44.5 35.8 67.2 8.2 67.2 67.2 64.8 56.1 47.3 38.6 29.8 57 71.6 7.7 71.6 71.6 71.0 62.2 53.5 44.7 36.0 65.4 8,3 65.4 65.4 64.9 56.1 47.4 38.6 29.9 3375 72 86.2 8.0 68.4 58.5 48,5 38.5 28.6 - - 79.0 8.6 66.1 56.1 46.1 36.2 26.2 - - 67 77.1 7.8 77.1 74.2 65.6 55.7 45.7 35.7 25.8 69.0 8.4 69.0 69.0 62.7 52.8 42.8 32.8 22.9 62 74.5 7.7 74.5 74.5 73.1 63.1 53.2 43.2 33.2 67.8 8.3 67.8 67.8 66.6 56.6 46.7 36.7 26.8 57 72.5 7.8 72.5 72,5 72.2 62.2 52.3 42.3 32.3 66,0 8.3 66.0 66.0 65.8 55.8 45.8 35.9 25.9 3750 72 87.3 8.1 73.8 62.6 51.4 40.2 29.1 - - 79.7 8.7 71.5 60.3 49.2 38.0 26.8 - - 67 78.0 7.9 78.0 78.0 69.6 58.4 47.2 36.1 24.9 69.7 8.4 69.7 69.7 66.8 55.6 44.5 33.3 22.1 62 75.4 7.8 75.4 75.4 75.4 64,2 53.0 41.9 30.7 68.4 8.3 68.4 68.4 68.4 57.2 46.0 34.8 23.7 57 73.4 7 8 73.4 73.4 73.4 62.2 51.0 39.9 28.7 66.6 8.4 66.6 66.6 66.6 55.4 44.3 33.1 21.9 14 1 These capacities are gross ratings. For net capacity, deduct air blower motor, MBh = 3.415 x kW. Refer to the appropriate Blower Performance Table for the kW of the supply air blower motor. 2 These ratings include the condenser fan motors (total 1 kW) and the compressor motors but not the supply air blower motor. Unitary Products Group 246646-YTG-E-1006 TABLE 7: COOLING CAPACITY DH102 (8-1/2 TON) UNIT Air On Evap. Coil Temperature of Air on Condenser Coil 75°F Temperature of Air on Condenser Coil 85°F CFM WF Tot. Cap.1 (MBH) Tot. Input2 (kW) Sensible Capacity (MBH) Return Dry Bulb (°F) Tot. Cap.1 (MBH) Tot. Input2 (kW) Sensible Capacity (MBH) Return Dry Bulb (°F) 86 83 80 77 74 71 68 86 83 80 77 74 71 68 2550 72 117.0 1.8 66.8 59.5 52.2 44.9 37.7 - - 112.5 7.6 64.3 57.0 49.8 42.5 35.2 - - 67 112.1 1.9 85.1 77.8 70.5 63.2 56.0 48.7 41.4 106.1 7.5 82.2 74.9 67.7 60.4 53.1 45.8 38.6 62 104.1 2.0 104. 99.2 92.0 84.7 77.4 70.2 62.9 98.1 7.4 98.1 93.4 86.1 78.8 71.6 64.3 57.0 57 104.5 1.9 104. 103. 96.0 88.7 81.5 74.2 66.9 97.5 7,4 97.5 96.7 89.4 82.2 74.9 67.6 60.4 2975 72 120.7 4.3 72.7 64.1 55.5 46.9 38.3 - - 116.0 7.6 70.5 61.9 53.3 44.7 36.1 - - 67 115.7 4.3 92.1 83.5 75.0 66.4 57.8 49.2 40.6 109.4 7.5 89.6 81.0 72.4 63.9 55.3 46.7 38.1 62 107.5 4.4 107. 105. 97.8 89.2 80.6 72.0 63.4 101.1 7.4 101. 98.8 92.2 83.6 75.0 66.4 57.8 57 107.8 4.4 107. 107. 102. 93.5 84.9 76.3 67.7 100.6 7.4 100. 100. 95.8 87.2 78.6 70.0 61.4 3400 72 124.5 6.8 78.6 68.7 58.8 48.9 39.0 - - 119.6 7.6 76.6 66.7 56.8 46.9 37.0 - - 67 119.3 6.8 99.2 89.3 79.4 69.5 59.6 49.6 39.7 112.7 7.5 97.1 87.1 77.2 67.3 57.4 47.5 37.6 62 110.8 6.9 110. 110. 103. 93.7 83.8 73.9 63.9 104.2 7.4 104. 104. 98.3 88.4 78.5 68.6 58.6 57 111.2 6.8 111. 111. 108. 98.3 88.3 78.4 68.5 103.7 7.4 103. 103. 102. 92.2 82.3 72.4 62.4 3825 72 125.4 6.9 83.4 72.2 60.9 49.6 38.3 - - 120.8 7.7 81.8 70.5 59.2 47.9 36.6 - - 67 120.2 6.9 104. 93.5 82.2 70.9 59.6 48.3 37.0 113.9 7.6 103. 91.8 80.5 69.2 57.9 46.6 35.4 62 111.6 6.9 111. 111. 108. 96.7 85.4 74.1 62.8 105.3 7.5 105. 105. 102. 91.1 79.8 68.5 57.2 57 112.0 6.9 112. 112. 110. 99.2 87.9 76.6 65.3 104.7 7.5 104. 104. 104. 92.7 81.4 70.1 58.8 4250 72 126.3 6.9 88.3 75.6 62.9 50.3 37.6 - - 122.1 7.7 87.0 74.3 61.6 49.0 36.3 - - 67 121.0 6.9 110. 97.6 85.0 72.3 59.6 46.9 34.3 115.1 7.6 109. 96.5 83.8 71.1 58.5 45.8 33.1 62 112.4 7.0 112. 112. 112. 99.8 87.1 74.4 61.8 106.4 7.5 106. 106. 106. 93.8 81.1 68.4 55.8 57 112.8 6.9 112. 112. 112. 100. 87.5 74.8 62.2 105.8 7.5 105. 105. 105. 93.2 80.5 67.8 55.2 Temperature of Air on Condenser Coil 95°F Temperature of Air on Condenser Coil 105°F 2550 72 108.0 13.4 61.8 54.6 47.3 40.0 32.8 - - 99.4 11.5 59.2 52.0 44.7 37.4 30.2 - - 67 100.0 13.1 79.3 72.1 64.8 57.5 50.3 43.0 35.7 90.8 11.2 75.4 68.1 60.8 53.6 46.3 39.0 31.7 62 92.0 12.8 92.0 87.5 80.3 73.0 65.7 58.5 51.2 82.0 11.0 82.0 79.8 72.7 65.4 58.2 50.9 43.6 57 90.5 12.9 90.5 90.2 82.9 75.6 68.3 61.1 53.8 83.3 11.1 83.3 82.3 75.1 67.8 60.5 53.2 46.0 2975 72 111.3 10.9 68.2 59.7 51.1 42.5 33.9 - - 102.8 10.3 65.7 57.2 48.6 40.0 31.4 - - 67 103.1 10.7 87.1 78.5 69.9 61.4 52.8 44.2 35.6 93.9 10.0 83.3 74.7 66.1 57.5 48.9 40.3 31.7 62 94.8 10.4 94.8 92.6 86.6 78.0 69.4 60.9 52.3 84.8 9.8 84.8 83.7 79.0 70.4 61.8 53.2 44.6 57 93.3 10.5 93.3 93.1 89.5 80.9 72.3 63.7 55.1 86.2 9.9 86.2 85.7 81.5 72.9 64.3 55.7 47.1 3400 72 114.7 8.4 74.6 64.7 54.8 44.9 35.0 - - 106.2 9.1 72.3 62.3 52.4 42.5 32.6 - - 67 106.2 8.2 94.9 85.0 75.1 65.2 55.3 45.3 35.4 97.0 8.9 91.2 81.2 71.3 61.4 51.5 41.6 31.7 62 97.7 8.0 97.7 97.7 93.0 83.1 73.2 63.3 53.3 87.6 8.7 87.6 87.6 85.2 75.3 65.4 55.5 45.6 57 96.1 8.1 96.1 96.1 96.0 86.1 76.2 66.3 56.4 89.1 8.7 89.1 89.1 88.0 78.1 68.1 58.2 48.3 3825 72 116.3 8.4 80.2 68.9 57.6 46.3 35.0 - - 107.6 9.1 78.0 66.7 55.4 44.1 32.9 - - 67 107.7 8.3 101. 90.2 78.9 67.6 56.3 45.0 33.7 98.2 8.9 95.0 86.7 75.4 64.1 52.8 41.6 30.3 62 99.1 8.1 99.1 99.1 96.7 85.4 74.1 62.8 51.6 88.8 8.7 88.8 88.8 87.6 76.3 65.0 53.7 42.4 57 97.5 8.1 97.5 97.5 97.4 86.2 74.9 63.6 52.3 90.2 8.8 90.2 90.2 89.7 78.4 67.1 55.8 44.5 4250 72 117.9 8.4 85.7 73.0 60.3 47.7 35.0 - - 108.9 9.2 83.8 71.1 58.5 45.8 33.1 - - 67 109.2 8.3 108. 95.3 82.7 70.0 57.3 44.7 32.0 99.5 8.9 98.9 92.2 79.5 66.9 54.2 41.5 28.9 62 100.5 8.1 100. 100. 100. 87.8 75.1 62,4 49.8 89.9 8.8 89.9 89.9 89.9 77.2 64.6 51.9 39.2 57 98.9 8.1 98.9 98.9 98.9 86.2 73.5 60.8 48.2 91.3 8.8 91.3 91.3 91.3 78.7 66.0 53.3 40.7 Temperature of Air on Condenser Coil 115°F Temperature of Air on Condenser Coil 125°F 2550 72 90.8 9.6 56.6 49.4 42.1 34.8 27.5 - - 82.2 7.8 54.0 46.8 39.5 32.2 24.9 - - 67 81.6 9.4 71.4 64.1 56.8 49.6 42.3 35.0 27.8 72.3 7.5 67.4 60.1 52.9 45.6 38.3 31.0 23.8 62 72.1 9.2 72.1 72.1 65.1 57.9 50.6 43.3 36.0 62.1 7.3 62.1 62.1 57.6 50.3 43.0 35.7 28.5 57 76.2 9.3 76.2 74.5 67.2 59.9 52.7 45.4 38.1 69.0 7.5 69.0 66.7 59.4 52.1 44.8 37.6 30.3 2975 72 94.3 9.7 63.3 54.7 46.1 37.5 28.9 - - 85.8 9.1 60.8 52.2 43.6 35.0 26.4 - - 67 84.7 9.4 79.4 70.8 62.2 53.6 45.0 36.4 27.8 75.4 8.8 75.4 66.9 58.3 49.8 41.2 32.6 24.0 62 74.8 9.2 74.8 74.8 71.3 62.7 54.1 45.5 36.9 64.8 8.6 64.8 64.8 63.6 55.0 46.4 37.8 29.2 57 79.1 9.3 79.1 78.2 73.6 65.0 56.4 47.8 39.2 71.9 8.8 71.9 70.8 65.6 57.0 48.4 39.8 31.3 3400 72 97.7 9,8 69.9 60.0 50.0 40.1 30.2 - - 89.3 10.5 67.5 57.6 47.7 37.7 27.8 - - 67 87.8 9.5 87.4 77.5 67.6 57.7 47.8 37.8 27.9 78.6 10.1 78.6 73.7 63.8 53.9 44.0 34.1 24.2 62 77.6 9.3 77.6 77.6 77.4 67.5 57.6 47.7 37.8 67.5 9.9 67.5 67.5 67.5 59.7 49.8 39.9 30.0 57 82.0 9.4 82.0 82.0 79.9 70.0 60.1 50.2 40.3 74.9 10.1 74.9 74.9 71.9 62.0 52.0 42.1 32.2 3825 72 98.8 9.8 75.9 64.6 53.3 42.0 30.7 - - 90.1 10.6 73.7 62.5 51.2 39.9 28.6 - - 67 88.8 9.5 88.6 83.3 72.0 60.7 49.4 38.1 26.8 79.3 10.2 79.3 79.3 68.5 57.2 46.0 34.7 23.4 62 78.5 9.4 78.5 78.5 78.4 67.1 55.8 44.5 33.2 68.2 10.0 68.2 68.2 68.2 57.9 46.6 35.3 24.1 57 82.9 9.5 82.9 82.9 81.9 70.6 59.3 48.0 36.7 75.6 10.1 75.6 75.6 74.1 62.8 51.5 40.2 28.9 4250 72 100.0 9.9 81.9 69.2 56.6 43.9 31.2 - - 91.0 10.6 80.0 67.3 54.7 42.0 29.3 - - 67 89.8 9.6 89.8 89.1 76.4 63.7 51,0 38.4 25.7 80.0 10.3 80.0 80.0 73.2 60.6 47.9 35.2 22.6 62 79.3 9.4 79.3 79.3 79.3 66.7 54.0 41,3 28.7 68.8 10.1 68.8 68.8 68.8 56.1 43.5 30.8 18.1 57 83.8 9.5 83.8 83.8 83.8 71.2 58.5 45.8 33.2 76.3 10.2 76.3 76.3 76.3 63.7 51.0 38.3 25.6 1 These capacities are gross ratings. For net capacity, deduct air blower motor, MBh = 3.415 x kW. Refer to the appropriate Blower Performance Table for the kW of the supply air blower motor. 2 These ratings include the condenser fan motors (total 1 kW) and the compressor motors but not the supply air blower motor. Unitary Products Group 15 246646-YTG-E-1006 TABLE 8: COOLING CAPACITY DH120 (10 TON) UNIT Air On Evap. Coil Temperature of Air on Condenser Coil 85°F Temperature of Air on Condenser Coil 95°F CFM WB Tot. Cap. Inputt (MBH) Tot. (kW) Sensible Capacity (MBH) Retum Dry Bulb (°F) Tot. Cap. (MBH) Tot. Inputt (kW) Sensible Capacity (MBH) Retum Dry Bulb (°F) 86 83 80 77 74 71 68 86 83 80 77 74 71 68 3000 72 136 8.8 79 71 62 53 45 - - 126 9.4 79 70 61 53 44 - - 67 122 8.6 99 90 82 73 64 56 47 114 9.1 96 88 79 70 62 53 45 62 110 8.3 110 107 98 89 81 72 64 108 9.0 108 106 97 89 80 72 63 57 109 8.7 109 105 97 88 80 71 63 103 9.1 103 102 93 84 76 67 59 3500 72 140 8.9 88 78 68 58 48 - - 130 9.5 87 77 67 57 47 - - 67 126 8.7 110 100 89 79 69 59 49 118 9.1 106 96 86 76 66 56 46 62 114 8.4 114 112 107 97 87 77 67 112 9.0 112 111 106 96 86 76 65 57 112 8,7 112 110 106 96 86 76 66 106 9.1 106 106 101 91 81 71 61 4000 72 144 9.0 97 86 74 62 51 - - 134 9.5 96 84 72 61 49 - - 67 129 8.8 121 109 97 86 74 62 51 122 9.2 116 105 93 81 70 58 46 62 117 8.5 117 117 117 105 93 82 70 115 9.1 115 115 115 103 91 80 68 57 115 8.8 115 115 115 104 92 80 69 110 9.2 110 110 110 98 86 75 63 4500 72 151 9.1 106 93 80 66 53 - - 139 9.6 105 92 78 65 52 - - 67 135 8.9 131 11B 105 91 78 65 52 126 9.3 124 114 101 87 74 61 48 62 122 8,6 122 122 122 109 96 82 69 120 9.2 120 120 119 106 93 79 66 57 121 8.9 121 121 121 107 94 81 67 114 9.3 114 114 114 100 87 74 61 5000 72 157 9.2 115 100 85 70 55 - - 144 9.7 114 99 84 69 54 - - 67 141 9.0 141 127 112 97 82 67 53 131 9.4 131 123 108 93 78 63 49 62 128 8.7 128 128 128 113 98 83 68 124 9.3 124 124 124 109 94 79 64 57 126 9.1 126 126 126 111 96 81 66 118 9.4 118 118 118 103 88 73 58 Temperature of Air on Condenser Coil 105°F Temperature of Air on Condenser Coil 115°F 3000 72 116 9.9 74 66 57 49 40 - - 106 10.4 70 61 53 44 36 - - 67 106 9.6 92 84 75 67 58 50 41 97 10.1 89 80 72 63 55 46 37 62 98 9.4 98 97 88 80 71 63 54 88 9.7 88 88 80 71 63 54 46 57 96 9.5 96 95 87 78 69 61 52 88 10.0 88 88 80 72 63 54 46 3500 72 120 10.0 82 72 62 52 42 - - 110 10.5 78 68 58 47 37 - - 67 109 9.7 101 92 82 72 62 52 42 100 10.2 96 88 78 68 58 48 38 62 101 9.4 101 101 96 86 76 66 56 91 9.8 91 91 87 77 67 57 47 57 99 9.6 99 99 94 84 74 64 54 91 10.1 91 91 87 77 67 57 47 4000 72 124 10.1 91 79 67 56 44 - - 114 10.6 86 74 62 51 39 - - 67 113 9.7 110 100 89 77 65 54 42 104 10.3 104 96 84 73 61 49 38 62 105 9.5 105 105 104 93 81 69 58 94 9.9 94 94 94 82 71 59 47 57 102 9.7 102 102 102 90 79 67 55 94 10.2 94 94 94 83 71 59 48 4500 72 126 10.1 99 86 73 60 46 - - 114 10.6 94 81 68 54 41 - - 67 115 9.8 114 107 96 83 70 56 43 104 10.3 104 100 92 78 65 52 39 62 107 9.6 107 107 107 93 80 67 54 94 10.0 94 94 94 81 68 54 41 57 104 9.8 104 104 104 91 78 64 51 95 10.3 95 95 95 81 68 55 42 5000 72 129 10.2 108 93 79 64 49 - - 114 10.7 103 88 73 58 43 - - 67 117 9.9 117 114 104 89 74 59 44 104 10.4 104 104 99 84 69 54 39 62 109 9.7 109 109 109 94 79 64 50 94 10.0 94 94 94 80 65 50 35 57 106 9.8 106 106 106 91 77 62 47 95 10.3 95 95 95 80 65 50 35 Temperature of Air on Condenser Coil 125°F * These capacities are gross ratings. For net capacity, deduct air blower motor, MBH = 3.415 x kW. Refer to the appropriate Blower Perfor- mance Table for the kW of the supply air blower motor. t These ratings include condenser fan motors and the compressor motors but not the supply air blower motor. 3000 72 97 10.8 66 57 48 40 31 - 67 88 10.5 85 77 68 59 51 42 34 62 78 10.1 78 78 71 63 54 45 37 57 81 10.4 81 81 74 65 57 48 39 3500 72 100 11.0 73 63 53 43 33 - - 67 92 10.7 91 84 74 64 54 44 34 62 81 10.2 81 81 77 67 57 47 37 57 84 10.6 84 84 80 70 60 50 40 4000 72 104 11.1 80 69 57 46 34 - - 67 95 10.8 95 92 80 68 57 45 33 62 83 10.3 83 83 83 72 61 49 37 57 87 10.7 87 87 87 75 63 52 40 4500 72 101 11.1 89 76 62 49 36 - - 67 93 10.9 93 93 87 74 61 47 34 62 82 10.4 82 82 82 69 55 42 29 57 85 10.8 85 85 85 72 59 45 32 5000 72 99 11.2 97 82 67 52 38 - - 67 91 10.9 91 91 91 79 65 50 35 62 80 10.4 80 80 80 65 50 35 20 57 83 10.8 83 83 83 68 54 39 24 16 Unitary Products Group 246646-YTG-E-1006 TABLE 9: COOLING CAPACITY DH150 (12-1/2 TON) UNIT Air On Evap. Coil Temperature of Air on Condenser Coil 85°F Temperature of Air on Condenser Coil 95°F CFM F) Tot. Cap.* (MBH) Tot. Inputt (kW) Sensible Capacity (MBH) Return Dry Bulb (°F) Tot. Cap. (MBH) Tot. Inputt (kW) Sensible Capacity (MBH) Retum Dry Bulb (°F) 86 83 80 77 74 71 68 86 83 80 77 74 71 68 3750 72 165 11.9 95 85 74 63 52 - - 159 13.1 94 83 72 62 51 - - 67 158 11.8 124 114 103 92 82 71 60 151 13.0 121 111 100 89 79 68 57 62 148 11.6 147 137 126 115 105 94 83 141 12.8 141 135 124 113 103 92 81 57 138 11.5 138 135 124 113 103 92 81 132 12.8 132 130 120 109 98 87 77 4375 72 169 11.9 105 92 80 67 54 - - 163 13.2 103 91 78 65 53 - - 67 161 11.8 136 124 111 98 86 73 61 155 13.1 133 121 108 95 83 70 57 62 151 11.7 151 146 136 123 111 98 85 144 12.9 144 141 134 121 109 96 83 57 141 11.5 141 139 134 121 109 96 83 135 12.8 135 134 129 116 104 91 78 5000 72 172 12.0 115 100 86 71 56 - - 167 13.2 113 98 84 69 55 - - 67 165 11.9 148 134 119 105 90 76 61 159 13.1 145 131 116 101 87 72 58 62 155 11.7 155 155 146 132 117 102 88 148 12.9 148 148 144 129 115 100 85 57 144 11.6 144 144 144 129 115 100 86 139 12.9 139 139 139 124 109 95 80 5625 72 172 11.9 121 105 88 71 55 - - 166 13.2 120 104 87 70 54 - - 67 164 11.8 156 139 122 106 89 73 56 158 13.1 151 137 120 104 87 71 54 62 154 11.7 154 154 150 133 117 100 83 147 12.9 147 147 145 128 112 95 78 57 143 11.5 143 143 143 127 110 94 77 138 12.8 138 138 138 121 104 88 71 6250 72 171 11.9 127 109 90 72 53 - - 165 13.2 127 109 90 71 53 - - 67 164 11.8 163 144 126 107 88 70 51 157 13.1 157 143 125 106 88 69 50 62 154 11.6 154 154 154 135 116 98 79 146 12.9 146 146 146 127 108 90 71 57 143 11.5 143 143 143 124 106 87 68 137 12.8 137 137 137 118 99 81 62 Temperature of Air on Condenser Coil 105°F Temperature of Air on Condenser Coil 115°F 3750 72 152 14.6 91 80 70 59 48 - - 145 16.2 88 78 67 56 46 - - 67 143 14.5 118 107 97 86 75 64 54 135 15.9 114 104 93 82 72 61 50 62 133 14.3 133 128 118 107 96 86 75 125 15.8 125 122 111 101 90 79 68 57 124 14.2 124 122 111 100 90 79 68 116 15.7 116 113 103 92 81 71 60 4375 72 156 14.7 101 88 76 63 50 - - 149 16.2 99 86 73 61 48 - - 67 147 14.5 130 118 105 92 80 67 54 138 15.9 127 114 102 89 77 64 51 62 137 14.3 137 134 128 115 103 90 77 129 15.8 129 127 122 109 96 84 71 57 127 14.3 127 126 121 108 95 83 70 119 15.7 119 118 112 100 87 75 62 5000 72 160 14.7 111 96 82 67 53 - - 153 16.2 109 94 80 65 50 - - 67 150 14.5 142 128 113 99 84 70 55 142 15.9 140 125 111 96 81 67 52 62 140 14.4 140 140 138 123 109 94 80 132 15.8 132 132 132 118 103 88 74 57 130 14.3 130 130 130 116 101 87 72 122 15.8 122 122 122 108 93 78 64 5625 72 159 14.7 118 102 85 68 52 - - 152 16.2 116 100 83 66 50 - - 67 149 14.5 145 134 118 101 85 68 51 141 15.9 140 132 115 99 82 66 49 62 139 14.4 139 139 138 121 105 88 72 131 15.8 131 131 131 115 98 81 65 57 129 14.3 129 129 129 113 96 80 63 121 15.8 121 121 121 105 88 71 55 6250 72 158 14.7 126 107 88 70 51 - - 151 16.2 124 105 87 68 49 - - 67 148 14.5 148 141 122 104 85 67 48 140 15.9 140 139 120 102 83 64 46 62 138 14.3 138 138 138 119 101 82 63 130 15.8 130 130 130 112 93 74 56 57 128 14.3 128 128 128 110 91 72 54 120 15.8 120 120 120 102 83 64 46 Temperature of Air on Condenser Coil 125°F * These capacities are gross ratings. For net capacity, deduct air blower motor, MBH = 3.415 x kW. Refer to the appropriate Blower Perfor- mance Table for the kW of the supply air blower motor. t These ratings include condenser fan motors and the compressor motors but not the supply air blower motor. 3750 72 138 17.7 86 75 64 54 43 - - 67 126 17.3 111 100 90 79 68 58 47 62 118 17.2 118 116 105 94 83 73 62 57 108 17.2 108 105 94 84 73 62 52 4375 72 142 17.7 96 84 71 58 46 - - 67 130 17.3 124 111 99 86 73 61 48 62 121 17.2 121 120 116 103 90 78 65 57 111 17.2 111 109 104 91 79 66 54 5000 72 146 17.7 107 92 _78 63 48 - - 67 133 17.4 133 122 108 93 79 64 50 62 124 17.2 124 124 124 112 97 83 68 57 114 17.2 114 114 114 99 85 70 56 5625 72 145 17.7 114 98 81 65 48 - - 67 132 17.4 132 130 113 96 80 63 46 62 123 17.3 123 123 123 108 91 75 58 57 113 17.2 113 113 113 96 80 63 47 6250 72 144 17.7 122 103 85 66 47 - - 67 131 17.4 131 131 118 99 81 62 43 62 122 17.3 122 122 122 104 85 67 48 57 112 17.2 112 112 112 93 75 56 38 Unitary Products Group 17 246646-YTG-E-1006 TABLE 10: ELECTRICAL DATA DH078 (6-1/2 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET Voltage CompressorsBlower OD Fan Motors Supply Motor FLA Pwr Exh Motor Pwr Conv Outlet Electric Heater Model No. Actual KW Heater Amps Min. Circuit Ampacity (Amps) MCA w/Power Exhaust (Amps) Max Fuse' Size (Amps) Max Fuse Size w/Power Exhaust (Amps) RLA LRA FLA 1.5 2 FLA FLA 1.5 2 1.5 2 1.5 2 1.5 , 2 ea. ea. ea. HP HP HP HP HP HP HP HP HP HP 208 9.0 72.0 1.5 6.2 8.2 5.5 0.0 None - - 29.5 31.5 35.0 37.0 35 40 40 45 2TP04540925 6.8 18.9 31.3 33.8 38.2 40.7 35 40 40 45 2TP04541825 13.5 37.5 54.6 57.1 61.5 64.0 60 60 70 70 2TP04542425 18 50.0 70.2 72.7 77.1 79.6 80 80 80 80 2TP04543625 25.5 70.8 96.2 98.7 103.1 105.6 100 100 110 110 230 9.0 72.0 1.5 6.2 8.2 5.5 0.0 None - - 29.5 31.5 35.0 37.0 35 40 40 45 2TP04540925 9 21.7 34.8 37.3 41.7 44.2 35 40 45 45 2TP04541825 18 43.3 61.9 64.4 68.8 71.3 70 70 70 80 2TP04542425 24 57.7 79.9 82.4 86.8 89.3 80 90 90 90 2TP04543625 34 81.8 110.0 112.5 116.9 119.4 110 125 125 125 460 5.8 45.0 0.8 3.1 4.1 2.2 0.0 None - - 17.8 18.8 20 21 20 20 25 25 2TP04540946 9 11.3 17.8 18.8 20.2 21.4 20 20 25 25 2TP04541846 18 22.6 30.9 32.2 33.7 34.9 35 35 35 35 2TP04542446 24 30.1 40 41.2 42.7 44 40 45 45 45 2TP04543646 34 42.7 55 56.2 57.7 59 60 60 60 60 575 4.5 36.0 0.6 2.4 3.6 1.8 0.0 None - - 13.7 14.9 15.5 16.7 15 15 20 20 2TP04540958 9 9.0 13.8 15.3 16.1 17.6 15 20 20 20 2TP04541858 18 18.1 24.7 26.2 26.9 28.4 25 30 30 30 2TP04542458 24 24.1 31.9 33.4 34.1 35.6 35 35 35 40 2TP04543658 34 34.1 43.9 45.4 46.1 47.6 45 50 50 50 TABLE 11: ELECTRICAL DATA DH078 (6-1/2 TON) HIGH EFFICIENCY WITH PWRD CONVENIENCE OUTLET Voltage Compressors OD Fan Motors Supply Blower Motor FLA Pwr Exh Motor Pwr Conv Outlet Electric Heater Model No. Actual KWAmps Heater Min. Circuit Ampaclty (Amps)(Amps) MCA w/Power Exhaust Max Fuse' Size (Amps) Max Fuse Size w/Power Exhaust (Amps) RLA LRA FLA 1.5 2 FLA FLA 1.5 2 1.5 2 1.5 2 1.5 2 ea. ea. ea. HP HP HP HP HP HP HP HP HP HP 208 9.0 72.0 1.5 6.2 8.2 5.5 10.0 None - - 39.7 41.7 45.2 47.2 45 50 50 50 2TP04540925 6.8 18.9 43.8 46.3 50.7 53.2 45 50 60 60 2TP04541825 13.5 37.5 67.1 69.6 74.0 76.5 70 70 80 80 2TP04542425 18 50.0 82.7 85.2 89.6 92.1 90 90 90 100 2TP04543625 25.5 70.8 108.7 111.2 115.6 118.1 110 125 125 125 230 9.0 72.0 1.5 6.2 8.2 5.5 10.0 None - - 39.7 41.7 45.2 47.2 45 50 50 50 2TP04540925 9 21.7 47.3 49.8 54.2 56.7 50 50 60 60 2TP04541825 18 43.3 74.4 76.9 81.3 83.8 80 80 90 90 2TP04542425 24 57.7 92.4 94.9 99.3 101.8 100 100 100 110 2TP04543625 34 81.8 122.5 125.0 129.4 131.9 125 125 150 150 460 5.8 45.0 0.8 3.1 4.1 2.2 5.0 None - - 22.8 23.8 25 26 25 25 30 30 2TP04540946 9 11.3 23.7 24.9 26.4 27.7 25 25 30 30 2TP04541846 18 22.6 37.2 38.4 39.9 41.2 40 40 40 45 2TP04542446 24 30.1 46.2 47.5 49 50.2 50 50 50 60 2TP04543646 34 42.7 612 62.5 64 65.2 70 70 70 70 575 4.5 36.0 0.6 2.4 3.6 1.8 4.0 None - - 17.7 18.9 19.5 20.7 20 20 20 25 2TP04540958 9 9.0 18.8 20.3 21.1 22.6 20 25 25 25 2TP04541858 18 18.1 29.7 31.2 31.9 33.4 30 35 35 35 2TP04542458 24 24.1 36.9 38.4 39.1 40.6 40 40 40 45 2TP04543658 34 34.1 48.9 50.4 51.1 52.6 50 60 60 60 18 Unitary Products Group 246646-YTG-E-1006 TABLE 12: ELECTRICAL DATA DH090 (7-1/2 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET Voltage Compressors OD Fan Motors Supply glower Motor FLA Pwr Exh Motor Pwr Com,Elic Outlet Electric Heater Model No. Actual KW Heater Amps Min. Circuit Ampacity (Amps) MCA w/Power Exhaust (Amps) Max Fuse* Size (Amps) Max Fuse Size w/Power Exhaust (Amps) RLA LRA FLA 2 HP 3HP FLA FLA 2HP 3HP 2HP 3HP 2HP 3HP 2HP 3HP ea. ea. ea. 208 11.5 84.0 1.5 8.2 10.9 5.5 0.0 None - - .31.1 38.8 42.5 45.4 45 50 5U 5U 2TP04540925 6.8 18.9 37.1 39.8 42.6 45.3 45 50 50 50 2TP04541825 13.5 37.5 57.1 60.5 64.0 67.3 60 70 70 70 2TP04542425 18.0 50.0 72.7 76.1 79.6 83.0 80 80 80 90 2TP04543625 25.5 70.8 98.7 102.1 105.6 109.0 100 110 110 110 230 11.5 84.0 1.5 8.2 10.9 5.5 0.0 None - - 37.1 39.8 42.6 45.3 45 50 50 50 2TP04540925 9.0 21.7 37.3 40.7 44.2 47.6 45 50 50 50 2TP04541825 18.0 43.3 64.4 67.8 71.3 74.6 70 70 80 80 2TP04542425 24.0 57.7 82.4 85.8 89.3 92.7 90 90 90 100 2TP04543625 34.0 81.8 112.5 115.9 119.4 122.7 125 125 125 125 460 7.1 54.0 0.8 4.1 5.3 2.2 0.0 None - - 21.7 22.9 23.9 25.1 25 25 30 30 2TP04540946 9.0 11.3 21.7 22.9 23.9 25.1 25 25 30 30 2TP04541846 18.0 22.6 32.2 33.7 34.9 36.4 35 35 35 40 2TP04542446 24.0 30.1 41.2 42.7 44.0 45.5 45 45 45 50 2TP04543646 34.0 42.7 56.2 57.7 59.0 60.5 60 60 60 70 575 5.1 34.0 0.6 3.6 4.1 1.8 0.0 None - - 16.3 16.8 18.1 18.6 20 20 20 20 2TP04540946 9.0 9.0 16.3 16.8 18.1 18.6 20 20 20 20 2TP04541846 18.0 18.1 26.2 26.8 28.4 29.0 30 30 30 30 2TP04542446 24.0 24.1 33.4 34.0 35.6 36.2 35 35 40 40 2TP04543646 34.0 34.1 45.4 46.0 47.6 48.3 50 50 50 50 TABLE 13: ELECTRICAL DATA DH090 (7-1/2 TON) HIGH EFFICIENCY WITH PWRD CONVENIENCE OUTLET Voltage Compressors OD Fan Motors Supply glows Motor FLA Pwr Exh Motor Pwr Cony Outlet Electric Heater Model No. Actual KW Heater Amps Min. Circuit Ampacity (Amps) MCA w/Power Exhaust (Amps) Max Fuse' Size (Amps) Max Fuse Size v /Power Exhaust (Amps) RLA LRA FLA 2 HP 3HP FLA FLA 2HP 3HP 2HP 3HP 2HP 3HP 2HP 3HP ea. ea. ea. 208 11.5 84.0 1.5 8.2 10.9 5.5 10.0 None - - 4/.1 49.6 52.6 55.3 50 50 60 60 27P04540925 6.8 18.9 47.1 49.8 53.2 56.6 50 60 60 60 2TP04541825 13.5 37.5 69.6 73.0 76.5 79.8 70 80 80 80 2TP04542425 18.0 50.0 85.2 88.6 92.1 95.5 90 90 100 100 2TP04543625 25.5 70.8 111.2 114.6 118.1 121.5 125 125 125 125 230 11.5 84.0 1.5 8.2 10.9 5.5 10.0 None - - 47.1 49.8 52.6 55.3 50 60 60 60 2TP04540925 9.0 21.7 49.8 53.2 56.7 60.1 50 60 60 70 2TP04541825 18.0 43.3 76.9 80.3 83.8 87.1 80 90 90 90 2TP04542425 24.0 57.7 94.9 98.3 101.8 105.2 100 100 110 110 2TP04543625 34.0 81.8 125 128.4 131.9 135.2 125 150 150 150 460 7.1 54.0 0.8 4.1 5.3 2.2 5.0 None - - 26.7 2/.9 28.9 30.1 30 30 35 35 2TP04540946 9.0 11.3 26.7 27.9 28.9 30.1 30 30 35 35 2TP04541846 18.0 22.6 38.4 39.9 41.2 42.7 40 40 45 45 2TP04542446 24.0 30.1 47.5 49.0 50.2 51.7 50 50 60 60 2TP04543646 34.0 42.7 62.5 64.0 65.2 66.7 70 70 70 70 575 5.1 34.0 0.6 3.6 4.1 1.8 4.0 None - - 20.3 20.8 22.1 22.6 25 25 25 25 2TP04540946 9.0 9.0 20.3 21.0 22.6 23.2 25 25 25 25 2TP04541846 18.0 18.1 31.2 31.8 33.4 34.0 35 35 35 35 2TP04542446 24.0 24.1 38.4 39.0 40.6 41.2 40 40 45 45 2TP04543646 34.0 34.1 50.4 51.0 52.6 53.3 60 60 60 60 Unitary Products Group 19 246646-YTG-E-1006 TABLE 14: ELECTRICAL DATA DH102 (8-1/2 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET Voltage Compressors OD Fan Supply Blower Motor FLA Pwr Exh Motor Pwr Conv Outlet Electric Heater Model No. Actual KW Heater Amps Min. Circuit Ampacity (Amps) MCA w/Power Exhaust (Amps) Max Fuse• Size (Amps) Max Fuse Size wlPower Exhaust (Amps) RLA ea. LRA ea. FLA ea. 3 HP 3 HP FLA FLA 3 HP 3 HP 3 HP 3 HP 3 HP 3 HP 3 HP 3 HP 208 11.7 88.0 3.5 10.9 10.9 5.5 0.0 None - - 44.2 44.2 49.7 49.7 50 50 60 60 2TP04540925 6.8 18.9 44.2 44.2 49.7 49.7 50 50 60 60 2TP04541825 13.5 37.5 60.5 60.5 67.3 67.3 70 70 70 70 2TP04542425 18 50.0 76.1 76.1 83.0 83.0 80 80 90 90 2TP04543625 25.5 70.8 102.1 102.1 109.0 109.0 110 110 110 110 230 11.7 88.0 3.5 10.9 10.9 5.5 0.0 None - - 44.2 44.2 50.4 50.4 50 50 60 60 2TP04540925 9 21.7 44.2 44.2 50.4 50.4 50 50 60 60 2TP04541825 18 43.3 67.8 67.8 74.6 74.6 70 70 80 80 2TP04542425 24 57.7 85.8 85.8 92.7 92.7 90 90 100 100 2TP04543625 34 81.8 115.9 115.9 122.7 122.7 125 125 125 125 460 6.4 42.0 1.6 5.3 5.3 2.2 0.0 None - - 22.9 22.9 25.1 25.1 25 25 30 30 2TP04540946 9 11.3 22.9 22.9 25.1 25.1 25 25 30 30 2TP04541846 18 22.6 33.7 33.7 36.4 38.4 35 35 40 40 2TP04542446 24 30.1 42.7 42.7 45.5 45.5 45 45 50 50 2TP04543646 34 42.7 57.7 57.7 60.5 60.5 60 60 70 70 575 5.1 36.0 1.3 4.1 4.1 1.8 0.0 None - - 18.2 18.2 20 20 20 20 25 25 2TP04540958 9 9.0 18.2 18.2 20 20 20 20 25 25 2TP04541858 18 18.1 26.8 26.8 29 29 30 30 30 30 2TP04542458 24 24.1 34 34 36.2 36.2 35 35 40 40 2TP04543658 34 34.1 46 46 48.3 48.3 50 50 50 50 TABLE 15: ELECTRICAL DATA DH102 (8-1/2 TON) HIGH EFFICIENCY WITH PWRD CONVENIENCE OUTLET Voltage Compressors OD Fan Motors Supply Blower Motor FLA Pwr Exh Motor Pwr Conv Outlet(Amps) Electric Heater Model No. Actual KW Heater Amps Min. Circuit Ampacity MCA w/Power Exhaust (Amps) Max Fuse Size (Amps) Max Fuse Size w/Power Exhaust (Amps) P ) RLA ea. LRA ea. FLA ea. 3 HP 3 HP FLA FLA 3 HP 3 HP 3 HP 3 HP 3 HP 3 HP 3 HP 3 HP 208 11.7 88.0 3.5 10.9 10.9 5.5 10.0 None - - 54.2 54.2 59.7 59.7 60 60 70 70 2TP04540925 6.8 18.9 54.2 54.2 59.7 59.7 60 60 70 70 2TP04541825 13.5 37.5 73.0 73.0 79.8 79.8 80 80 80 80 2TP04542425 18 50.0 88.6 88.6 95.5 95.5 90 90 100 100 2TP04543625 25.5 70.8 114.6 114.6 121.5 121.5 125 125 125 125 230 11.7 88.0 3.5 10.9 10.9 5.5 10.0 None - - 54.2 54.2 59.7 59.7 60 60 70 70 2TP04540925 9 21.7 54.2 54.2 59.7 59.7 60 60 70 70 2TP04541825 18 43.3 80.3 80.3 87.1 87.1 90 90 90 90 2TP04542425 24 57.7 98.3 98.3 105.2 105.2 100 100 110 110 2TP04543625 34 81.8 128.4 128.4 135.2 135.2 150 150 150 150 460 6.4 42.0 1.6 5.3 5.3 2.2 10.0 None - - 27.9 27.9 30.1 30.1 30 30 35 35 2TP04540946 9 11.3 27.9 27.9 30.1 30.1 30 30 35 35 2TP04541846 18 22.6 39.9 39.9 42.7 42.7 40 40 45 45 2TP04542446 24 30.1 49 49 51.7 51.7 50 50 60 60 2TP04543646 34 42.7 64 64 66.7 66.7 70 70 70 70 575 5.1 36.0 1.3 4.1 4.1 1.8 10.0 None - - 22.2 22.2 24 24 25 25 25 25 2TP04540958 9 9.0 22.2 22.2 24 24 25 25 25 25 2TP04541858 18 18.1 31.8 31.8 34 34 35 35 35 35 2TP04542458 24 24.1 39 39 41.2 41.2 40 40 45 45 2TP04543658 34 34.1 51 51 53.3 53.3 60 60 60 60 20 Unitary Products Group 246646-YTG-E-1006 TABLE 16: ELECTRICAL DATA DH120 (10 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET Voltage Compressors OD Fan Motors Supply Blower Motor FLA Pwr Exh Motor Pwr Conv Outlet Electric Heater Model No. Actual KW Heater Amps Min. Circuit Ampacity (Amps) MCA w/Power Exhaust (Amps) Max Fuse* Size (Amps) Max Fuse* Size w/Power Exhaust (Amps) RLA ea. LRA ea. FLA ea. 2 HP 3 HP FLA FLA 2 HP 3 HP 2 HP 3 HP 2 HP 3 HP 2 HP 3 HP 208 16.0 137.0 3.5 8.2 10.9 5.5 0.0 None - - 51.2 53.9 56.7 59.4 60 60 70 70 2TP04521825 13.5 37.5 57.1 60.5 64.0 67.3 60 70 70 70 2TP04522425 18 50.0 72.7 76.1 79.6 83.0 80 80 80 90 2TP04523625 25.5 70.8 98.7 102.1 105.6 109.0 100 110 110 110 2TP04525425 40.6 112.7 151.1 154.5 158.0 161.4 175 175 175 175 230 16.0 137.0 3.5 8.2 10.9 5.5 0.0 None - - 51.2 53.9 56.7 59.4 60 60 70 70 2TP04521825 18 43.3 64.4 67.8 71.3 74.6 70 70 80 80 2TP04522425 24 57.7 82.4 85.8 89.3 92.7 90 90 90 100 2TP04523625 34 81.8 112.5 115.9 119.4 122.7 125 125 125 125 2TP04525425 54 129.9 140.2 143.5 147.0 150.4 150 175 175 175 460 8.3 69.0 1.6 4.1 5.3 2.2 0.0 None - - 26 27.2 28.2 29.4 30 35 35 35 2TP04521846 18 22.6 32.2 33.7 34.9 36.4 35 35 35 40 2TP04522446 24 30.1 41.2 42.7 44 45.5 45 45 45 50 2TP04523646 34 42.7 56.2 57.7 59 60.5 60 60 60 70 2TP04525446 54 67.8 70.1 71.6 72.8 74.3 80 80 80 80 575 6.4 58.0 1.3 3.6 4.1 1.8 0.0 None - - 20.6 21.1 22.4 22.9 25 25 25 25 2TP04521858 18 18.1 26.2 26.8 28.4 29 30 30 30 30 2TP04522458 24 24.1 33.4 34 35.6 36.2 35 35 40 40 2TP04523658 34 34.1 45.4 46 47.6 48.3 50 50 50 50 2TP04525458 54 54.2 56.5 57.1 58.7 59.3 70 70 70 70 • Mavimum HGCR hroakar of fha cams AMP ci,a is annlirahla TABLE 17: ELECTRICAL DATA DH120 (10 TON) HIGH EFFICIENCY WITH PWRD CONVENIENCE OUTLET Voltage Compressors OD Fan Motors Supply Blower Motor FLA Pwr Exh Motor Pwr Conv Outlet Electric Heater Model No. Actual KW Heater Amps Min. Circuit Ampacity (Amps) MCA w/Power Exhaust (Amps) Max Fuse* Size (Amps) Max Fuse Size w/Power Exhaust (Amps) RLA ea. LRA ea. FLA ea. 2 HP 3 HP FLA FLA 2 HP 3 HP 2 HP 3 HP 2 HP 3 HP 2 HP 3 HP 208 16.0 137.0 3.5 8.2 10.9 5.5 10.0 None - - 61.2 63.9 66.7 69.4 70 70 80 80 2TP04521825 13.5 37.5 69.6 73.0 76.5 79.8 70 80 80 80 2TP04522425 18 50.0 85.2 88.6 92.1 95.5 90 90 100 100 2TP04523625 25.5 70.8 111.2 114.6 118.1 121.5 125 125 125 125 2TP04525425 40.6 112.7 163.6 167.0 170.5 173.9 175 175 175 175 230 16.0 137.0 3.5 8.2 10.9 5.5 10.0 None - - 61.2 63.9 66.7 69.4 70 70 80 80 2TP04521825 18 43.3 76.9 80.3 83.8 87.1 80 90 90 90 2TP04522425 24 57.7 94.9 98.3 101.8 105.2 100 100 110 110 2TP04523625 34 81.8 125.0 128.4 131.9 135.2 125 150 150 150 2TP04525425 54 129.9 152.7 156.0 159.5 162.9 175 175 175 175 460 8.3 69.0 1.6 4.1 5.3 2.2 5.0 None - - 31 32.2 33.2 34.4 35 40 40 40 2TP04521846 18 22.6 38.4 39.9 41.2 42.7 40 40 45 45 2TP04522446 24 30.1 47.5 49 50.2 51.7 50 50 60 60 2TP04523646 34 42.7 62.5 64 65.2 66.7 70 70 70 70 2TP04525446 54 67.8 76.3 77.8 79.1 80.6 90 90 90 90 575 6.4 58.0 1.3 3.6 4.1 1.8 4.0 None - - 24.6 25.1 26.4 26.9 30 30 30 30 2TP04521858 18 18.1 31.2 31.8 33.4 34 35 35 35 35 2TP04522458 24 24.1 38.4 39 40.6 41.2 40 40 45 45 2TP04523658 34 34.1 50.4 51 52.6 53.3 60 60 60 60 2TP04525458 54 54.2 61.5 62.1 63.7 64.3 70 70 70 70 aximum MAL.K breaker or cne same AMY size is app lIca ole. Unitary Products Group 21 246646-YTG-E-1006 TABLE 18: ELECTRICAL DATA DH150 (12-1/2 TON) HIGH EFFICIENCY W/O PWRD CONVENIENCE OUTLET Voltage Compressors OD Fan Motors Supply Blower Motor FLA Pwr Exh Motor Pwr Conv Outlet Electric Heater Model No. Actual KW Heater Amps Min. Circuit Ampacity (Amps) MCA w/Power Exhaust (Amps) Max Fuse' Size (Amps) Max Fuse* Size w/Power Exhaust (Amps) RLA ea. LRA ea. FLA ea. 3 HP 5 HP FLA FLA 3 HP 5 HP 3 HP 5 HP 3 HP 5 HP 3 HP 5 HP 208 18.9 146.0 3.5 10.9 16.1 5.5 0.0 None - - 60.4 65.6 65.9 71.1 70 BO 80 90 2TP04521825 13.5 37.5 60.5 67.0 67.3 73.8 70 80 80 90 2TP04522425 18 50.0 76.1 82.6 83.0 89.5 80 90 90 90 2TP04523625 25.5 70.8 102.1 108.6 109.0 115.5 110 110 110 125 2TP04525425 40.6 112.7 154.5 161.0 161.4 167.9 175 175 175 175 230 18.9 146.0 3.5 10.9 16.1 5.5 0.0 None - - 60.4 65.6 65.9 71.1 70 80 80 90 2TP04521825 18 43.3 67.8 74.3 74.6 81.1 70 80 80 90 2TP04522425 24 57.7 85.8 92.3 92.7 99.2 90 100 100 100 2TP04523625 34 81.8 115.9 122.4 122.7 129.2 125 125 125 150 2TP04525425 54 129.9 143.5 150.0 150.4 156.9 175 175 175 175 460 9.5 73.0 1.6 5.3 8.1 2.2 0.0 None - - 29.9 32.7 32.1 34.9 35 40 40 40 2TP04521846 18 22.6 33.7 37.2 36.4 39.9 35 40 40 40 2TP04522446 24 30.1 42.7 46.2 45.5 49 45 50 50 50 2TP04523646 34 42.7 57.7 61.2 60.5 64 60 70 70 70 2TP04525446 54 67.8 71.6 75.1 74.3 77.8 80 90 80 90 575 7.6 58.4 1.3 4.1 6.0 1.8 0.0 None - - 23.8 25.7 25.6 27.5 30 30 30 35 2TP04521858 18 18.1 26.8 29.2 29 31.4 30 30 30 35 2TP04522458 24 24.1 34 36.4 36.2 38.6 35 40 40 40 2TP04523658 34 34.1 46 48.4 48.3 50.6 50 50 50 60 2TP04525458 54 54.2 57.1 59.5 59.3 61.7 70 70 70 70 aximum HACK breaker 0f the same AMP size Is applicable. TABLE 19: ELECTRICAL DATA DH150 (12-1/2 TON) HIGH EFFICIENCY W/PWRD CONVENIENCE OUTLET Voltage Compressors OD Fan Motors Supply Blower Moto FLA Pwr Exh Motor Pwr Conv Outlet Electric Heater Model No. Actual KW Heater Amps Min. Circuit Ampacity (Amps) MCA w/Power Exhaust (Amps) Max Fuse* Size (Amps) Max Fuse* Size w/Power Exhaust (Amps) RLA ea. LRA ea. FLA ea. 3 HP 5 HP FLA FLA 3 HP 5 HP 3 HP 5 HP 3 HP 5 HP 3 HP 5 HP 208 18.9 146.0 3.5 10.9 16.1 5.5 10.0 None - - 70.4 75.6 75.9 81.1 80 90 90 100 2TP04521825 13.5 37.5 73.0 79.5 79.8 86.3 80 90 90 100 2TP04522425 18 50.0 88.6 95.1 95.5 102.0 90 100 100 110 2TP04523625 25.5 70.8 114.6 121.1 121.5 128.0 125 125 125 150 2TP04525425 40.6 112.7 167.0 173.5 173.9 180.4 175 175 175 200 230 18.9 146.0 3.5 10.9 16.1 5.5 10.0 None - - 70.4 75.6 75.9 81.1 80 90 90 100 2TP04521825 18 43.3 80.3 86.8 87.1 93.6 90 90 90 100 2TP04522425 24 57.7 98.3 104.8 105.2 111.7 100 110 110 125 2TP04523625 34 81.8 128.4 134.9 135.2 141.7 150 150 150 150 2TP04525425 54 129.9 156.0 162.5 162.9 169.4 175 175 175 175 460 9.5 73.0 1.6 5.3 8.1 2.2 5.0 None - - 34.9 37.7 37.1 39.9 40 45 45 45 2TP04521846 18 22.6 39.9 43.4 42.7 46.2 40 45 45 50 2TP04522446 24 30.1 49 52.5 51.7 55.2 50 60 60 60 2TP04523646 34 42.7 64 67.5 66.7 70.2 70 70 70 80 2TP04525446 54 67.8 77.8 81.3 80.6 84.1 90 90 90 90 575 7.6 58.4 1.3 4.1 6.0 1.8 4.0 None - - 27.8 29.7 29.6 31.5 35 35 35 35 2TP04521858 18 18.1 31.8 34.2 34 36.4 35 35 35 40 2TP04522458 24 24.1 39 41.4 41.2 43.6 40 45 45 45 2TP04523658 34 34.1 51 53.4 53.3 55.6 60 60 60 60 2TP04525458 54 54.2 62.1 64.5 64.3 66.7 70 70 70 70 • Mavimi m HACK hraakar of MA rA ma AMP ai7a is annlinahla TABLE 20: ELECTRIC HEAT MULTIPLIERS VOLTAGE kW Cap. Multiplier NOMINAL RATING 240 208 0.75 230 0.92 480 460 0.92 600 575 0.92 NOTE: Electric heaters are rated at nominal voltage. Use this table to determine the electric heat capacity for heaters supplied at lower voltages. 22 NOTES FOR TABLES 21 THROUGH TABLE 30: • Blower performance includes dry coil and 2" throwaway filters. • Blower performance for gas heat includes the maximum number of heat tubes available for each tonnage. ESP (External Static Pressure) given is that available for the supply and retum air duct system. All internal resistances have been deducted from the total static pressure of the blower. Unitary Products Group 246646-YTG-E-1006 w 0 Z 2 I.L 0 u. 1.6 W 0. W O CO W 1- O CO w 0 Cl) CD co h O 0 r N W J External Static Pressure 0 .4 Co m e3 co O 0 gr,ri.17,57 ; P. 1n•)N=4O.col tig,Ni -t ( I I I ii I ii 0- m. 07 -M.0 0) CD 0 4' "°�.N INt �.- •DI -1 saz �N`I I I I I I I I I( _, f7 0 r c7 t7 0I c7 O MLV< n toot N, 0 cr-3 `C..n..1�� iC1, )cot e< 1c7' IC% .N„ ,co, '�.: i I I f i I l l i m= ty N2 sr OD 4 O r .rgal O-14rol 't0to 2' 117: ;COI 1N' iiiiiiiii a 0 3-- 0 toi is 1s; m0fj �_' IN*y 1 IIIIII a.-.-.-.-.- V O R O O 0 , 0-X07.N' :N; :`., ,{ -1A7: Ef7# i1!) of I I I I 1 I 1 1 1 0 S 0 0 N cD N fD M e O i- 0 n 0 - 'tor v. -.w) -70. ,.- ,;, 0 bt ?'+ I I I I I I I I 0 I CO i7 "- N. ci c7 ' `- 0 0 ,- c0 0 •- CO OR a• r fl wD •-1 U)' P.F. of :» b [LVF ;�s F iN: t Ni FN{ I I I I I I I 2 PE N Of 0 N N N 0 r 0 r it 8 N '0 I.014W1}MF'r' Ste- *r tom_, :O.'O' ..C1 . [ I I I I I I I I p s l0 (0 h c0 N 0 0) N R f0 17 c0 0 7 � O 0" 0) O ^ -0)4 t0 tN} .0) )O_ )h.' fib .0 '7-4 0''00' IV IV )O)• 1O`t I i i l i i i d _ m O N O N N to O M. O V •" �} N .- c7 cD ,- 1` la?, t.±'. cry: .T} t)1), %c7' ryy INd imi 1'"-. •N: tN`, PN. ,o4 I I 1 1 1 i I i it co 0 c0 N 0 0 0 0 D, 0 .- 01 '0)? ' '0' Y r 4', :1D Alla. iri i I I i I! i N 49 3 0 O O t0 O N - 0 O - 0 )0 N 0 N 0 10 O ' 1-' c0 - N r O {{8O 4l0 :OL :1D .(O L 10,'(..' :c0) "Q., •r' f0` ! I i I I d m OD O - _ co N — r N _ N 1l< _ •N _'__ N 0 N 0) 0 Ifo: .n' 000r E .,;,-.2 •O ,. .r N '7. 7.(.4- I 1 1 I I I= 2 a u) g 0) 0 c p 0 0 r N r V co 0 co 0 jV'' l� a )ce) .W, '17F ,A -02$ INi Ni i i I I I I 0 10 O _O 0) fO O 0 , N_ 0) fA _N O r M t0 O• ' 1100 laq N. )c0!i^;}0 {ko. .NS ICV A tf')" ICS C' O : ,co, INs zr c0' iN i ( i I 0. N O O 0 O 0 N (*.v.: 0 17 t0 f) r10 0 cD 44' �I+ 10) m 'c0t'- y0)� •OD' OI 1O- N )['1' M• I i I I M 0. r f0 O f') 0 O 0 0) 0 O) 0 O O N V < 0)k'''0)3 J� (.-, (041 ;-;to' ' ,N$$' 1'0 .t.i • i4E i I I I 0 0 to r- r to 0 W N st co — C $ .- coN ,- a co 0 O ,- 'O iO, S' MI 'rt -. E0 p-'co F,w .(4J q;) :N, 1 ti0i ,•-• ` _cel. i a = m N CO 0 0 0 0 a Of 0 O - f0 O .- O ., O N - 1') t'1 .- t7 t - N LQ -- N co. - N I` ��� tOD ).. :N•} ,fnt .:.OAI?'tV1:tsi1 4�{ /O 1? / 80)) IN i i i O N 0 0rCO 0 O O O O O N N:s SQ '^ 10 W .N' i i id coCD p .4 N r CD 0 Is N CO c0 0 O) N N f') 0 0) 0 o r r r CD r CD MI" '• .�f " 'N (O4 ` T ir' tuts 0. r c0 c7 r co r CD O co O O O O 0 N r M I' O r 1n co O 4.0-`, zr: ,1�• to:0 4O) 14- •'s t- '41) ENS I i i CI, v m 0 m P) m O) m r 00) 0 W 0 W 0 W 0 OO) O {7 O O 0 OD O �y s'OS ICV i fie c,',. ^,. t'10t -, i, i`/ 1,,, i I 0 co O N N po 0 r 0 r 0 f0 m f0 N 0 0 N N_ N, N_ N V N 0 N 10 1o} ftO; )r0)P !' .�i .{ j 'i y01. i0E tcI D_ = m 0 1 0 O 0 O O N t0 O 0) COc0 O r I- O N O c') 0) O N O . .- 0 N . 0 P) .- R - 10 . c') CO -.,•-„,,,,7„)4'4t0 a r 60? .c0 f0' y0,_)r 10. Os X0 S•: „ (1 {t7 l7 EN' f C p_' c0 r r 0 co r 10 O CO N N CO O) c') 0 c0 N 03 c0 A 0 O) co 0 0 N 0) 17 v 0) 00 CD 0) 0) O) 10 O N O 0) O it0' IDE 3LO .'4Z •iQt }F :0)' F 4': slq f r.: 0 f7 N r N t0 V N O O CD N W O c7 r r CO 10 CO CO O W O 1'r) (o A C 4 100 10 2r 40F qs., sNi :tom': U7y e�1 oW. Fit )W; = m t') 0 r O) 0 Q O 0 0 0 co O 0 c0 c0 0 O r 6 17 c0 co, N O) 0' N O N -. N N O) P) - V Q - D 0 - r CO - CN,S r L:s. ruii yco (Ot .0 i-,4 }}a uN` 2 a. cc m O' rs co IsO ID 0 CD r CO r 0 co NO 0) V N r 0 c0 0) OD O N 0) 0 R 0) n CO co 0) co N 0 � � 0• €,- 1.fND" .O s'..�1 17 .,0 Lr• mi . 1. I0 U c0 0 CO .- 0 0 N 0 N 0 N N 0 1') N 0 V N 0 10 N 0 cO N 0 r N 0 O N 0 CO N 0 0 17 0 P) 0 N 07 0 f') O) '0' : '0. ",10• YO' '04'8, .f0 it N) 04 !0t Unitary Products Group 23 w 0 z 2 0 u - re w a re w 0 J m 0 2 0 w 0 y z 0 ti c 0) 0) 0 N N w J m External Static Pressure N �mmn N N 10 0) (0 O N C U7 N rn00 n O N e0 O N M o'1 IeNMd�11)tOtOk/n01 NM CO n"' N'. N/ t,.CA- Ag N. Wp Nq ES Nf LDf 01, NS U)C- N-: Nt O' V' w'Os4 i I l I i{ i i 0. 2 m V ^ N OD r 0 0? r co 0? ID O CV co `- eV 11) N CV c.-. at,? M�jy :•ee .. Q' IO,O �Wj#. 4a.Z w• LD ea ...V. ng re. ca., ;.:r 0i>, CD N' 0,3" OK C�1, ...e., co' V.n Lr�{•• r, . ,- 01 ws 1 1 1 1 1 I I I I 1 I 2 CL,,... co n N N D) N n O 1') V N C') e.. V C') 0) U) C') O n C') CO,. 0)I' t! 00* `e'44"4,, ,e",23'. 0) ♦♦�� ee. Ve ` SI, O' O' ej P), t0 tO U1 i U) . .-' O �' I I I I I I i l i i Cp e_ 0,„ CD c0 V. 0) U) 1U e- P) M t0 e- 0) 0 n e- 0) co n e- 1� CO n 11) 0) fO O N 0 V N O. co N, . AT CO CO N,+ U) < N ' ' U)p U)t 10•. Nt D4 1",:. CO NA Qia r0 N- Sp'. CO 0) N, O7)C M�' 0..� 01 't ); M 1 1 I 1 1 1 I 1 d 2 m O) U) — n 0 •- o n •- CO O ''' N 0) — 0 N O .— eV O N N O M N DC as 64.14k « lO N• t0- FN!, f n'• N 0 aD vi<CVb 0)`.:. O)i N�M RJ?. tp t'2•' d 1 1 1 1 i 1 i 1 2 0 n eV N V N n U) 01 s- M n N e" 0 0) N ,- co 0 c') n 01 f'•) ,- n CO `- co t0 CO s- 0)1. O, co!,, .�: `.) �i �f pp. OV !en, .:.s{, O) V. COe Ne.,.; Tµ u) 0) 11)110 no M5 ._w co,' U). U) 777,!,--7... 0 - WA U)q 1 I i I I I 1 i 1 co 4 [O �Cc,<u,toconc000 CD V M O 0 V CO V O co V 01 e') r- 01 N .- U) N M? .- N tt�1 CV O� P4/ t4/Q, 01,1.017 s t (4's U)� g•, NO gV' t0 coO•i wDO n; OD N ,,* N { t0 V'� MF i I i I 1 I d 2 m co C . a — N O — 0 n — O n n co.O n 0) — CD 0 N t0 N(.1 nU) N t:7- LV. O) V � N, cei N, te0 NV CV, tD"4 CO? CVt W 07 N M° e-.: t'i:_ n` N c•A i I 1 i i I I I 2 Q. m,- V n co O V 0 N O N N n P) N,- U) 11) V n N 'C 0) N v CO t0 CO CO 1.D H eO O. O- ^ V` OC ^s co CV)' em Nb U) � op n MFS O �^ 0 M 1 I i l I l l ! R N N O 00 01 0) 1) co e') M sr .- � V 0) 0 O CC) 0) co 0 CO co O 0 f0 0) 0 f0 0 N Ice t0 •• W .- CO: N U) N_ V.' N, V vi UT Nn ^t tD' O, N- et:� O)" n c0) NF 0)' N. N, CO 07 '3' 11 I I I I 1 1 O_ 2 CD M .- co N .- CO V .- ' 10 .- N 0! .- n .- 0 CO 0 01 '- 0 O N 0 s- NN N N. iD N{ COi '1.r. 04 G$ . 01 my, n° fv, tog CD (V} 08 Os C?B �F• 1!)• 0) N. p) • 1 2 a,- Q, co 0 e, co V `- co e- N m e- O o N 0) N co M N 0) U) N O CO N N O CO 10: cel' O' CO).N` CO'' .?. _CO n ^Q n' 0) O, N' N V CO. , et' n V 0. H 1 I 1 1 1 I 1 N « lC CO .- e- O co e- o N e- U) N N C) O ^ CD co et n U) e- co CD e- U) o n e- O CO N u) O) e- O U) O N CO' c0. N dt CO CV; Cy“ Nsrct O• N O U) N' n rt) NS 1Dt O CO/ NJ •' a. O) N: ,'6 co O. O) 1 1 1 1 1 I d 2.-• m CO n NMVU)1D'DnCq00NC2i V 01 r- 0) r- 0) CD CO .- 0) e- 0) N eV N LV, A •••n•.SR.0.. N C) N (7V fV • �)i Njr, "' iI N,; M 1 1 I 1 I i 2 0-(D cc O 11) n O 0 0) O n O V N N V tD O 0 c N N N V V n ID c 0; 0)' N; V• '3 f'9 0) e'' 10 } t0 m' Oa 0). C7 O� . V, ' 00'- a' c V 1 i 1 1 i 1 0 a W O n ccl.0— O .- n CV .- 0 n N e') eD (0 +- co CO 4 co N U) .^ N O co n 1 0) CO 4. CO N T 0 CO 0 N O N M e0 N.111 1D NA ZIT CO VI ''01.; COI N• N 10 CO N A".. °' O °[r9A I I I ( 1 1 0. 2 m U) 0 .— N .- 0 N .— O N — CO e0 — U) V — 11 — C3• .— V n .— o 1O 0 CO 0`- tV O N 0 0 N tD' 'y.i••. N} O1 U)3 N . LOX K't' NC ' CD 1: N N' .C.?(.. sq; en`-< 0 Or MI. P), 1 I 1 1 , 1 1. a, o o O o M O n o 10 O N C0 O.— o N. r— .— 10 o ' co O n o N io N 1D 1n N t7if NI 01* 0, o, CO O e'). CO 11) or CO i0 , O• c0 :„ `i OF e)= V: 1.7 1 1 1 1 1 0.8 '� CO co W 0) CO O n e— 0) CA 10 O N .- u) n e7 CO co V U) O O CD co O 0) O n n n O n c0 01 O N C7i ne NiyVVry RA O e). N I2, iri1 W. O O N 0) O O N ` CO to N 01 Oy, CO-- .M'. I 1 1 1 1 C 2 m 0) 0 0 c0 0 0 P) 0 `- — 0 N — 0) 01 .- co 0 — n V . 0 10 — O O -- 0) n .- 0 01 .- O N � N LO N N ^?3 ,V' •• N• Obi N 0.1... i?if- n N. c0'E O, N; '"..t. O1 t!i1' it! r --r CO4 inP. M M I I I, E IX 0)) 0) 00) O0i N O O 0 N O 0) M O 0) O O 0 co O O , CO N r CO V ' 0) CO CO O) ' O N M1` Vr. N. 0)" CD, Nn U) CI NJ 04 N• Mi 05,. g.„• c"){ S n N; CO 0 T` 1 i 1 1 1 c0 0 Z 0 O 10 CO LD O N n O O) n O n O 0D V Cn O O M'— O CD O N O> 0) N CD O) M n 0) V O tD CO O n 0) O N CO 0) 0) V O Eli I`•F n� O))F t0D; M c0., OA oOr U)' Q` O O' W ie ^) 0) Mi 0)y .- 0 O i 1 1 d 2 m n 0 CO n 0 O O 0 CO 0 0 N O -- — O N — 0) N ,- 0) f0 — O 0 ,- O — N n — CO O — O 0) .- n O N O N N i'-:'� 4, ' N. Il)3. NY O t0 N• cq f N( a) all cV. U) t7• N`` N` O7� 1 I I 2 d cc O n O O Q1 CO c0 O 0) N N 0 O CO CA n U) 0) cc, n 0) O rn 0) O 0 r O 0 r 0 CD 0 r N CO 0 r CD O ,— 0 CO .- V 1O e- O) n ^ 1O,$ G, 4•4 bb Nt CO ^,'` CO• 1O Ne CO 0D N_ st ML N. p r.. :.> n1 C7 :..'3 I 0.4 S ? co n V U) co O co m ID co CO n O 1O O O CO 0) O N O W O N .- n C7 N V co N U) O CO O e0 UY n O n O O O o) CO N U)) ee' 01 N 111 CO V N col SI O Zak Q• A N .;`,-1 ?;,.'2,; N O•,. t?r� I d 2 m to 0 O N 0 CO CD 0 V n 0 N CD 0 T 0 0 0 e- 0 e- 0 N e- O M e- V V e- N U) e- V tD e- O n O O .- O N M 7 N n N N 4' 7 N@ i, t0 N m ni (V! rtr, U), 01 N, 7 Com• �q '"'E N, CO! 1 I 2 D. 2 co co N co O O coO co co 00 O Co Co M W 101 T n T o O) n O c O U) co O O) co O 1D r— 0 V e_ n co e_ •v a* .. P •`., N N m) V Ne f' P N. fD O COBS iD• e, COS 1 I N 0 7.) N N 0) PO) D1 V V 101) N LC) V CDCO O O t0 0 O O .- N .- M n N au CO 0 O n N 1- m 10 O N Ly M N tea 0: v M� CVg 0•j N N N `h W P- N 01 COp M. CO` t0' Of) N. :)V. CL 2 10 7 CO 0 CO e0 0 O V 0 co 0 N O 0 ee. 0 CO 0 O O 0 O 0 .- - N .- N t0 - V .- CO co .- CO co - O -- V O - n O epi 0 N N C)11 M N i0. LO, Nh N' 1� Op ivi Ot e,` N• 01'• j.. -j,2 O) 7. v 2 d ce 11) V n 0) 1O n V n n n O O 0 l0 N O U) O O 1.D U) O O n O o 0) N 0 0) 0 U) n 0 0) 0) 0 t , N 0 w V 0 a n o O e- n N int 11)}g y wL f)i O' .p ,- : dC V r+2 of cop n� 0),p CA ) ^i. 0i N LL C.) 0 O N 0 N 0 N N 0 N N 0 V N 0 11) 01 0 CO N 0 n N 0 CO N 0 0) N 0 0 CO 0 CO 0 N e0 0 P) e, 0 V e0 0 U) CO 0 O CO 0 n e0 0 O C') 0 0) CO 0 0 V 0 V 0 N V 0 C) V 0 V V 0 U) V 246646-YTG-E-1 006 24 Unitary Products Group 246646-YTG-E-1006 w U z N5N 0 NI I.L w a w 0 J 0 w co z 0 o (.1 O 2 w J m Extemal Static Pressure 0 ca C., o O 0) (D co CO O^ N co CO rn (D 42 ? U) ch N O N N° O' m Ni I• -r; pp Nay N' to> N' 00' coy Nu t0 : d rn, .�{ ZN; !Da nD St a0: Ny+�� CV k I I i I ! ! 1 1 0- S CO c 0. .- CO 0 )- t0 n •- V ao — N C.? ,- o N 0 N rn 7 N Cpf; N• DI,. OZ yr N,i N tD i. er t0' N.:. �. 134 :=4, 0.1, Ni, iii o< fj. p+ " Mro f0{` m- S)}, I 1 1! I!! I i i .. I-- Cl N co VCO N O N m h N 1` CO N N O m COV.aO m m `(Dg PA., m s} f CO JO t0 4.01(101 a0 ;. f..!_:1:1 O 4.4 tom' oto V. CO .; .4' w=, 741 10" Ol O O la 0 � m 42 V 4 V 42 ( 0 42 (O V I� m O 0) rn m N r N '04 cn.( �q.� ,4... m7 NE NEN? v u, Vt '13 N .... r. '' N4 N C(„ CAA rn arrp{ � .. V," (D i I I I I i 1 1 D_ x r0 CO V .- In 1n ,- N (0 ,- O 1. .- rn II .- r. 00 ,- (0 0) .- co c N co N c0 N N kit cf N(, Oe , N.. • NI 'R'o ''x NC Pf rn, N'. t0 Op M', ^i N c, 1�< m.,. .CO,. i I ! I I I 1 I dr- M 0 0) 0 0 V0 N " m V N a0 N N V IN N N 0) N 0) 0 m cAf� y smmjm 10p1.611 07442 t (' rn 01, NR VI!:4Vt V•. V ca (D 1 1 1 l 1 1 I I V (a cc 3 10 N � N m 0) m c0 V i � N c0 O 0 0) c0 O) co rn O N O.- N N m N cos V:1 M¢ 1>D 42 N4 N.}, f?1S ties; 0i';, tYg ' rico O mm", F� i ! 1 I I i I I D.h I m. N m - N V c- O to c- 0 .- CO tD V � ,-,-'-NNNNN00Na£'4(0M-,m.i m a0 m CRO m r, to N (D m co V c7� 1t Ft N# CR c�'�t P.° f75 N; ST m i t l i i 2 a. scr N 10 m - V o CO sr I_ rn CO O N a0 m to N V I_ m rn m A. N rnti el., 6)1 A': 0' 0) col N vi. I I ( I I I I N I') VI m 0 N r m P C,‘-' (D V .- V. m N V 0 LL) r- 0) CO to r•r• co I-- CID h .- co CD 0 N IN rn co O 0 N co 00 N V 0 m N V N V N 40 Iii In LV O" Nt t• N 4i; !0 a011O' N$ '!t ro� c0' CD , i ! ! I I 0. = co N N 0) N IN 0 '- V V .- m 0 .- 0 .- 0 r 0 0 0 rn ,- R. N N .- N m N N O m N IN V N 0 (D N 1.- r} N3. N rn N� O cpg, M N m.. 0 Q' m,€ I I I 1 I i 2 x V 0F. 0 CO 1` CO O c - rn r 3 O -- r co N eI N m N m CO m co V col M M' ink N" Di$ 4'420; co`* 4A5 !, k ^T, i 1 I I i I 0 Bn,),a ( ) 0 0 V o 4- m V 4- c0 4- m N v e) ,- rn V c0 0i tl N (VO 0 IN N co 0) 0) 0) 0,- N O N 0) N N O V N c0 V N ) 1 A Np 42r" CO}r NC Ia.>, V' 42'11 1`79 ... r 0? 'V i! I I d 2 c0 0 42 O .- m N . o 0 m 0 r- V O co c0 .- c0 I` V. rs- 0 . m 0? rn O (.1 N CV m m N 42 V N rn 0 N m N.._ 00 Nx i o4' ,c`,OL']. ivjti N' (')ti O: V. 4oj; 1 1 1 1 1 i 0 N 0 co m 0 co V 0 cD 0 )r) A 0 O 0) 0. 0 0 (.1 N 4.`.--.- 0) m co to O 4 a 0) V N O cc) 7 N CO 1.01- N r'. N O 0 m OI m '- c!JiI (0 1`lt0. (D" cot D) co., I 1 I I a0 p `A eI c0 O o m rn 0 0 0 m 1. O 0 CO 0 CO N CD 1- m c0 0 V 00 0) V .- CD 0) to r• CO 0) (0 c0 0 a0 co rn (o O N In N V I.- N N N 0 V N V m u) N O �' c0 N m� 1V, g',3 0 D) [ 4, LIT co m,. i i!! a. 2 m m GI o 0 c .- h c .- to .- m N .- NN m .- V: .- cn .- qa0 ,- .-:01 c0 O N 0 7 N m N a N O O N N N N (D 0 N GIC Or :0 cmcyy N . O) !� i 1 I I '-N CC 0)) 0)) N IR co O O - co 0 N N. O 0) O_ n 0 0 OO V '- 0 ^ a0 '- c0 O N_ a0 N N O to N m r- N co a)7 N N 0 Y c0 42, i I I I c0 o N ( 0 O CO 42 t` CD m a0 0) O 0) (D a0 0) A (D 0 N O V N to m CO m m N m V. V. N t0 N CD O N W.- rn N 00 m N N 0 IN m N (D 0 to N n c(0 N CO h N vl (0 rn, c'. m M, .:^' (0 I I I 1 d 2 m c0 f` 0 N c0 0 0 0) 0 CO 0) 0 (0 O r• V .-,-.-,- V N m M m V r c0D, (0 ' a 420, 0 N m N N N 0 N q 0'`! N 0) N 0) N �), 47 M ' I ! 7 d m N V• m CO V 0) N CO 13;� 00 c0 v 0 0 O N 0 P m 0 10 c0 0 m 1` 0 N CO 0 e"- tm') t� A 00) N N V. N (0 N 0) N ,`r . J (0 (0 m, V 0 S laV 0 LL) CO 11) CD (0 0) 7z (D `,4.) N. to- N gr• N 0 0 m V� N N O V N CO LL) N 10 (O 0) O) 1` N °'N 0 V O CV N (D N r. In Ng 0 CD V N 0 N CPO 0 000 1 I O. = m O c0 0 N (0 0 0) (0 0 h ` 0 N 0 0 V °.!1 o m O m m N .- m t7 V V (O 0 4- a0 (0 4- 0 0 4-.1 m rn cD 0 N 0 N N V c7 N 0) t NNNN cci. rn )- cn 0) e- 7 m C'„,, � '' O I I 2 a E CO O 42 1` h aD 0) a0 m N O rn CD rn m cc?, CD V rn m () rn 0 a0 rn 0) SI rn c0 0 u) m 0 O 0 0 CD IN 0 IN 0) 0 a0 (0 N N 42 N N" (O m 407'. I I N N C= 0 a0 N 3 m cc:'; V• f` rn V m 1. 10 1 0 c91-3 rn N O N CV rn 0 N ((yy N rn N0 0 0 v- V f` 1- aD a) O (0 N CO CO u) rn V a) O N V m N N CO h m N CO N u) N CO f` O N V m CO N CO rn rn N CO 0 7.7- 0. m c- m 0 a0 m 0 0 V 0 m O 0 N O 0 t` 0 0) t 00 0) 0 CO rn 0— 0) 0 0 N -- N m V. V; r•— CO 10 0) c0 N 0 r•.- (D rn 0 7 N 10 N N 0 V N enr• O N N, 0 cV 0 Nc7 V O N c7 0) m (h i 0_ ix N 0 a0 _m 0 in N 0 co m 0 N N (0 (D 0 N a0 0 rn rn 0 0< rn m 01 N 0) 0) 0) rn CD 01 N 0 m 0 0 0 0 0 0 m N r- V 0) rn^ N' O N , I 2 0 0 0 0 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 N 0 0 col 0 0 m 0 0 (N') 0 0 cm') 0 0 (�') 0 0 cc)) 0 0CO cc) 0 0 m 010 0 c'O) 0 Crn') O 0 ' O _0 V 0,0 0 V 0 V O V O V V. O 0 V Unitary Products Group 25 TABLE 24: DH120 (10 TON) SIDE SHOT BLOWER PERFORMANCE External Static Pressure (C 0 N O °'"N:gtC N;.N'(V, .; co) CO N(N.N 0 pC, 1(VPi0€mak.I N N: NtN;Mt(vjs Ol CO 1 1 , � I I 1 i CL. m CD N NNY ��C: Mg C NI Inc(0 Nc CO Na N; t`n OA M): °- Ni, Mb,CLOI 0. (11k O'MX 7-' Mt Ur. N f ia$ CC). "111- M• . I 1 CD 1 ` I CC2 N N CO N 01 NI N) O, _. •_ NI[N?N`)Nk i�' O- ...•4 N T --. e.. )..-..- N(V)'Nh ^, •N1 CO.1, CO� .a NF N) Q� c1, . V. .1- IIIII I I (C (C O O O CD N O 0) N U) N N (n O CV N 1z!.' C0 CV. N( M4 N My N, N (D C N V 10' (D Ne_ ai'S (0) 0* N CA, N N CCi . CO N f. Mi U) 01r 044 i'=','o ( O (n* �� M I 1 1 CO N N N N 04. 0.4N N}1 N}=N, on to co,.M`,1 co,,. a 10 o 0 0 0 C 0 e-- _o N M tali Ok o f co ' o My o 04 o m t2e (tii" + co U) I 1 1 i I C (C mr-coo,D1O v U) 4- N N v 0) O 4- co3. N N O" U)i N, NI �`j MAC(n,(D,is,�0) NL !' , N'; NI' C" N NS in; N; Ni r.1 01 N. Co? M N O)'( N U)•. (D , co� Chr, 1 1 i I 0_ = 00 0) .- 01 0) 0 O ('4 C `- (V CO N NN. r'r M: . Ci. N.. 04 U)„ fV'� O (Dr (V. ' -, F On..Nk Ni CO • Co! 01, N;• vC,f, O M., (O; t.); M, (A' Nl f0: Ng 'Cr. (O' I 1 , 1 I 2 eL is -0) O 0)0 co 00) N al (D 0 O (1) . 04 M,i NX 07 v.4 Nv CO-- o' r' C _07 0' U) O_,2 CO" U)) of N., CO,N, 03 (Qy, O_/ C COQ 0;1 M., CO, _O; N` 0 . T 1 I I I N • (C = (C 3 N U) m N CO e- 0) (D .- 0 (0 N 1- a' C)) O .- U) 0) 1- O 0 N N 0) 0 N ON, CO r' N M0. CO3 N4 N. N 0� C} N( 40 .- M• N:, NI M> (D N, i•M (Dr N • N„ U)4 0)' CO; N'•. Nb CO;,NN'' 0� M itis^ (0, 1 I i a _ 03 0) 0 .- 10 N r- co.co.01 .- O) ,- N 1- to O N in N C N N to- M NA (O1 C, N6 CD' (nth Pi, O /i.'1 Ni C') (Df N. (D" TiT.7 N .�T PC lG( Na CM3 y! C'.`: CO.5. i i 0_ CO COce CO 0) CO OC/ N 0)0 N 00) N 0) N 0) N 0) OC, O_f .N -.@f@ COS Np 01' PN1I Cr; N( Ds tf� OE (ND(' 0_' A O CNp•,: O' I I 1 0 •• . (C 0 U) M e- M C O — U) P U) e- CO U) (O U) M N (V OD ,— O) e- U) O O N CO O N If) . O N - N '' MN N4 N/ `41.1 C i N CO C0 U) N. g (toll (0_- N, COI (-f N. N. Ni (ii.,`" D1s CV 01,i M O (7M CD' (O I d = CO CO of .- .— (O O) co. e- N N e- co co. e- co 0 .- U) O N O 7 N co N N )� M' 351 OM' C••• (V,' O' (DP CV, (V Na NV, in; CR i CVx CD , 01 (V := e=1 C!)"„ UY N CO O" C ('); I 0_ 0: U) CO m CO N W N CO CO 0) CO (D 0_ O) N N 01 CO M O 0) CO U) m N CO °' O) N O` t coa 0( O .74 M_ O- r,: N? Oh CO.,Dr or 1-} �•s OS (°3.+Q? O_. O .T.. i 0.8 j CO N C CO (0 Co (0 of C v 10 0) COe� 10 0) (D 3') � OD a P1 0) — CO 0 N N M N iiia M) ( COCC ',. 10 NE ch'` CO, ert CA `9 CD. (n ; N', ill-,(' 0 N. • N_ Nn M ODI. Nt, V' CD CO, CV( Ort 0, COT 0_ = CO O M e- v C e- OO '' 1- 14) ' v N (D , O f` v 0) N , O m .- Co 0) r N 0 CM Co .- (V 0) N (V tox A N� 3 N. NZ .. (0, N(; K N N? co&& 0)(.O Nt, t� C0 c0 M2 tol) C0 l!)_ 0_ � co '- OD N N DD O V (D (n CO M CO CD C (0 CD co CO CO 0) 0) Co 0 O O) O N O) N CO O1 CO C 0) in' Oy,' 02. to CO) � C'3'.. 0) D7 ' CD co, 9:!, 0• 0 eer .N'-• O . ; � N O �.• (07, O„ (0 O @ }j r N N .- N (O .- CO N ,- C N N ,- CO M M .- C 0 C .- N N C e- (O U) U) r C (D e- M N e- N N CO e- OD N 0) N M 0 N c0 Q O1 (D CO N CV , 01. 0)t CO N)- O< U) ) No to CO', N, tt)i} O)3 N; N[ O) (V, M 0)9 0 (0 0_ = 0 NN , U) - M — N M .- M sf ..—....—- 0 0) U N D (D N (D O (D OO N N O - N O CV CO. !etfin 11/3 CO, Vx 0 r t�' 00 Uir CDV $ o': Or M: UyN .• t7y „ Ml(0 0.. ce C N to O t. 0) CD N M CO N N 0) N .— CO (0 N CO 0) M CO M U) CO N CO CO OD OD (0 O) CO O 0 0) M N{r at. Mr O), e"- U) 0) ink • W1 O N4 0): Mi- 0), 0) p;.. O , 'All O ... 0.4 • g CO IC 0) O /- 0 0 v (O O v CO N .- CO N v N CO I- 0 N0 C 1- U) U) r- 0) CO U) v.- OD N (O N N 1- 0) CO O 1- N N 01 1- 0) N 0 N 1, W1,0•M, N) to; to v. -4f O� C 04. (O' U)=CD 'M opt o: (D) N(VIII M t0 0_ z CO 1 M v (0 e- C N T O M e- N M T (0 V .— M U) T W. . O N r- O 0 ,— O W 1- O N N 7 N M N N U) M tti C01, R•; N;- r' P.:. N., y Ns N.; CO CD N M€ O CO,. 0. 0_ 0:' 1 (n 0 N 0) N� M CO N r- C N CO N (n N N 0) CD N M 0 CD t. CO M CO (n C CO 10 U) CO M N CO N CO CO 0. 0), D1-. ,:'t.. U) 1' �,' 1-33.3, 0) N CCM ({.: M. C. O„j. )33e.{1:n NN U), .., .:. N` 1 0.2 I I i N O v CO e— C N N O O N v O e- .- M) M e- r CO U) r U) 0) U) e- O CO O O N N CO CO CO O (O CO 0 N COC CO,, CV, , N N( a:-, coCD Ni. .x.. , 0'' Oyy N1 ,.k 0_ = CO i i i to e- in N .— M .- co M .- co V. e- ) 1- N (O .— N .— 0 O .— 0 0) .- 0 N 0 .— N N (V N M N: N O( SCR?O N O)` 0_ 0_' 1 1 N 1 C 0) co N 0 N 0 N NNNNNN M COC (D 0) in N (D V N 0) N 0 CO CO N O CO CO 0) CO N O CO G..s. 104"'d N''4 CO. Cis. CO., CO. An:. '"' Or O) 1,,s, 2 U I O 0 0 O 0 — CO O 0 CV CO O 0 c0 M O od 0 O 10() M O (D co O ON C') O 00 OD M O 0 M 0 C 0 0 C 0 N C 0 CO C 0 0 0 110) C O (0D C O 0N C O 0 OD0 C O 0) ' O 0 U) iSt w t0' tC.� !Q OO 246646-YTG-E-1006 26 Unitary Products Group 246646-YTG-E-1006 TABLE 25: DH150 (12-1/2 TON) SIDE SHOT BLOWER PERFORMANCE Unitary Products Group 27 0 N• j 0 N t0 N 0 NM IV N C a0 N 1- C80)N(D012' T N co O M N M C () M `Co CO. �' M„ �0 In M; t0c O)i, f!)y az) 07 R�. O N 'C� F-1 . - . X,0 11D'6 1:11ri O f0 , C( Of" mil I I I 1 I I I I I 0- = m NM co N a) N C o M co(o r M O) N M C M 0^ Mt a= IT co til COk f')' (O}� 08 '?, C Na, C.. ODS ch" (O 1n C, �R tit Q» to �1 0)T VJ. to ,,!``l), O i. ([) 1 I E I 1 1 1 1 1 a OD -.- CD 11) 0) C 0 N N N O (0 On N; $.' N, COy1, N? 1.0 CO C'Yf N)c N(- to N: 3..777' N, O" N mr M2 ()'1 co! 1 1 1 I I I I i Ca r=(oI-coCnr-NM.o*(;;,0104Nf�;ccotmaOFN�1i g 0) 0) ' N (o CO o N 0 CO (c N o CO h N i- CO 0 N o 0 0 M rn r M iriw DIY. N- (Q� ivti (-; co-(M� t�� )n 1 r t!)4'." w: 'n (0 M�. oy co M' I:r (o 0) M�, .... (')' D �{ ' oN MO C� 1. NI ��+ o4 O R� m9 { Cee{pp 'Ct� 4CI # M� i I i i i l i 0. m a0 N n N 0 N 0 N O M N M in M r �- oh (7,i A� M:s M" (a3 cor 7 CD3: v, M' sr.. . :r� Cwi or Ci oc rt1$ C' 0• e-' I i I 1 I 2 a Q' a0 M r CO C r (f) M r M 0 r h r 0) h r CO CO r (O D) a.„• tt, N r NF. N v R'q N: r„ (C O N •-•.1 (max NF r... (() Oa Nr r CV Nk r., On 06 '^- CCr. C01 N (O _ I r I I I 1 1 00-CsI-06-ODrn r•= N 4;1' no O) N 44) Co N (D h N N 1` N C N (o N co 0) 0) ,- M x N, o,• Nf IDi M;, 03 o O- M co,. 01 x co'. to cu f!')t (h 0 Cj, k crj of 0. cm ON c0" Cr, K1 (()i Tr:, 0 M C 45` N} (n_ 1 I I I I i CO co N co N r- N co N T N O M N M pp frl M ti Nr.?; 'CO.; '.0.oXu) co: et r ->CA) M' M: O. C. xWI0 N. 'rh m. 41' co, cf. r0^00 O ;it, ri ¢i. M: 0? CD iri1 I I i 1 I' 2 a' O) 0 O 0) 0) O- 0) 0 0 N r 0 " r 0 C r 0 ) r 0 (D ro- J. p)r.,c,N.-,N).,N-,0Ni. ' 0: O) ; ! O . p S RI, Nt M N?' v N9 0 N.. NK (D N1r�Nd, (1)i. N-� M: ODS () ( ) I I I I I C r= SO ? 5. C N N C co co N r- N C N 7 N 44) N CD N co N co M r- N C O co N O CO O) N O CO O M C 0 N M [+)l CO co, (7 Iti", CD C C;1 N? O. co M, c0'= C;) (tett C1)} let 0) co M,. Mt t1' CCi !„,:rd. O To N QT, t'7 (O CO C ac( NI to q OP O) a) co C„a, (VY r c0, Ca O4 0 co,.. tor, I I I tl CO v (V O LO N O CO 'N h N N CO N M 0) N 1n O M co r M O M M C v M ctrY COL t'7, N f`' l')• 1� CO4 M? Niig� OF O, m$ R Or MS C* r OO a0 m C CO corn Q Cb 0- col NF ID; N O. 10, 1 1 I I dr Q, M O co C O_ 0 (o _O P O M (o O 0) O r CD 0 r (- r r 0) N r a r NI u)f r' g' (0) r, O ti4 r• a0) 1.l-, CO' rnj O& NI rj -- - (r'' r Dr, M�; Nj. N_y ID' tn� N 1- 0r N_ 0) � N` 1 I 1 1 N •= r = U l0 M .- N N N N (() co N N N 0) M N C 0) C N 0 co N N r 6- N CO N OD N 0 N N h O M 0 N M M' M; MJ M_ i`'). 1-. CF M) cci r' col Mji M• (Orr �3 C!). V:r o» M? di A co C,,1'4.. c')� N co' 0) & V;, (D (D in, C- O C. r - 74. (O co, C( '.=- 0) ((), I 1 I 0- CO 6- N N CO M N CD C N n- O N CO CD CU 0) I- N O) N M O C,i CD r Oi 0 M ('i M V M CO" LO, 1') i0= . 0,. CO/ co (•).t V'� O$ d'„ 0y N V„ I-, MI a ef.' (D R. N' I^. C„ 0' m' Cr„ CO O to a0' Nr 10,. ti.: Q 1Q, i ,d 2 C OO h O O O 0 O N N O __r___.TA (() M O CO C O CO O v I- O h 0 O 0) O) O N .-N(Q e- 10 c 00' .f7 D. ,7,7 *Kq CO Ti $4 Ry co; c00 (sir �I LD; r �R1 co) N' r ( RrN 3rF-1 _ 1 F I I I Stat Pressure Extemal ,- CO 0 0) T-,- M O) 0) (D 0 0 N N OO N M co N N 0 0) M N 0 O N (O CO N CD co I- N N (D CO N 0) 0) N (D N M Ln CO3 N Pg O el et g and 1()) (D. COY. r h M O) COC (05 Mq. (VT Mt 0Rd V OF 0i N 31%-447.:...!04 Nk (- M Ci.... ID 4 ^_ C;, F O. Q Col. 0, 1- (n,. I [L _ CO 0 N C r N C N N Cin M (V v (V co M NCV 0 CO o N C 0) N 1- O M N M to M M o �. N; 0). CD • M' N: CC), i+ij cop 0I Mp (D” M' Ma O. e=Y (D5 e1d O)3 CD et: t CO, C. 1,...."4 O• MZ, ." N 1o) a0`: V in. 1 I a r 0 C 0 0 0 N 0 t0 0 O) O 0 M N 0 6- M 0 in 0 C c0 0 cc) I- 0 (4( D), C4 co:: O, e-) p)) r,J r ME M) f:)4 er} Oy (O, • eta h r MO co r v',, O'i NI, (Di r Nf O)4' Nr Mi C N I 0.8 t0 Z 3 0 r.- I- OD h C 0) r CO N 0 C.1 (D r N I- 0 N N N 0 M N CO 0 C N 0 O N M M CO N M M h N CO f` CO N r 0 M CO et M 0) N Cr)} 0)Y M) co) Mi T O co.. 1') b`` LOT n co, c0 Cif co, Co (O' O C in4 CO ,. N) - h, C 7 IDg M (0' ?,,; ODS N 0 R.. f.= -4.4.C., N' O, In, CO N). 0, = m 0M). .- 0 N 0 N co N N N C6') N O N co 11° N O� N O N 0) N 0 co N M ('O) M Il) co. CO) C71C 0} (!/1 O#• �1 co, , C, Mt C. tong: I.�. 4 QJ (f ;4 . - (Di Mb id 04 iD) CL Ce C ID 0 CO M OO) f` 0) N CO CO 0) 0) O 0) O 0 0 0 .- 0 (M') O O O CND O G 0) O co( ,i N( r„ 6') r C9 , aVaS (0p .- P-' .r. O? r' 0 Ni N( N• M' N° 0.6 4 I() 0) t0 r 0 0 t- r r- r- 0 r M r- 0) r N r- 0 N in h N M co N N to 0) M N r M N co CO N in Ii) 6- N co CO CO N co 0 M N LC) M M 0) N cQy 04 M� C{. M: h CO, Op 0 O) d:'. (-"' M. 's -'y CO' CO' M 0p Ill o$ 11, C� N Cq t N Q) (01 QY r.—�-}� >n S VA tia i C'' K' 7fi' Pq N. O_ . 0. 1 m I N 0D r N 0) r O N N r N N N0 N M N ID v. N D. ID N 0) W. N N 0 N CD O) N 0) O M C N Mel CO M M'( (n M... CO'' 0, (n„ tn' co ML 0 C- CO" e-.1, Q 1 40' . _) 4:: (0 1OE iii, . M Cti co,' O)\ Q} 0)O O crit O)) N OC I0 a CO 0 O 0 CO M CO0 O COO O 0) 0)) (O 0) O Cp 0) N n O 0 N N 0 1- M 0 N iD _04 1-" (O , O' mD CD? O CO? O O} r 0 N �♦ M V* ✓' CAA tog it-'-.. C, (� c co& call er',-'f Q4 01 r4 0.4 P (0 > I I I I P O 1- O r N 0 N N N CO 0 N N 0 M N 0 C N CO O (n N N N N N C C h N N I- to" N I- O O M 0) C M CO my'DI, N C7 M' 4.. C7. CO.,. (Or co, OF tl (-F Ch, ID ) O� Ms 0)1.34 rx: Q„ N et Na. 1D ,,t4' ! C, at d M , I 1 ( I r N 0) N OD N N (- M N 1- C N 03 M N W CO N 0 N v Of N 00 O M M N M o M V),73'.1.)I E.) I!+i ('ii aD`,a N. M; O 8,1 o, IDL Nl �� DU R .14.3.43.1.8_.1 Ce, 0' (Ol ,`7.,. I .1 aD - �1 O 104 d cC 1 1 I 1 1 N co m c0 m (n co 0 OO a) N 0M) N 00)) co 00) (D 00) N O 0 OD 0 It)t M 0,, (YI', Inc( o; O)'- CO O. '0' CO.0 o No co r, r 40" M r+, N an r CAS (.O• N o a. I I 1 1 i 1 1 o 0) M r M 00 0 N 00 N W N N 0 O C N I, N LL) N 0 O (O N O) n N 0) CA N M 00 0 M fla a4 N1 C;)1 8 Oa 7 M, a'117„ 1-� an . C';)` 1f1, 2; f- co,, �537- M co c'7; (-� N'. :cc; '. (o N1 MI, Q -.„ MZ tO,d d = m 1 I1 1 i 1 1 1 co r N co N (V C M N co C N OD N N t- N to OD N O) 0) N 44) r M CO M co O co" 1()P COX Or. MT CO, CO, N(r O. of $ 1r Ni Q. (4): a' C¢ kr'? (O; 4.j co c0; of (L CC 1 i i I i I I N N co 0 M O C 1n co O f` co h OD O M O 0) 01 m t0 M 0) N i,) 0) CO CD 0) V' 0 0) OD• 0 ... _.. PI M .s..-,, coy 11) Oi*, cof (01 O.' .�., or co Ox r• coy 0) O LL 12 U 0 O-. M 0 co M 0 00) M 0 O C 0 .-O C 0 N C 0 CO') O 0 C O 0 IOD C 0 CD a 0 O� O 0 OD C 0 00)) a 0 0 (D 0 O (() 0 N N 0 CO') N 0 a (n 0 0 11) 0 COD II) 0 10- In 0 COC ID 0 00)) In 0 0 (D 0 O (D 0 N (D Unitary Products Group 27 TABLE 26: DH078 (6-1/2 TON) DOWN SHOT BLOWER PERFORMANCE External Static Pressure co 0 o -r,--,--,-,,0=N5 0 h C V P V ,, co % ,! N 1 I I I { i d = m 0100 N s C) Q co c00 (0 .- °R r• (D ,- co - 0", � N. m: ia) CO' c4 N':: l l l i l i 2 a i O) N N ' Is- N C) N. 0 ON 1p O co CN Nr ee K-, 4O,. e Ni 1 1 1 1 I i 1 V 0 %NCDN1.c0oc0c0 0 co 01 m 01 co (0 1 c0 c0 (0 — t0,,- .(l 0 N i l i i i O = m61(0. o N (0r- Nil C) v '4'. o LLO r- 10 (0 cp. (0 0i qr OP 1 i I I i 2` a 0 0) 0 ( CV 0)(-(0 N N N sr N sr el sr 0)q0 600 �N I I ! ! ! I N .4 (� sr (0 10 NOc N N OD c00(4(00°))0)0 N N 10 $. (0' 1 1 1 1 1 1 0. _ m 0 7 ,- 0 7 ,- N ,- - N ,- M M .- O a .- A V •- (0 m •- (0O4 (D '- r `- 4 c‘,..;3cVt N` �t i i i i i a r.. N1°r,ODglcINN O < O COCO N (0 (0 c0 I C m 1 1 1 1 1 1 0 0 30,,00,-N°OI^VL000)1 0 co N CO CO N CO CO 4- P 10 W` • -N..- I 1 i 1 O m O) 0 O K O — O -- CO .- N N .- O N .- co M .- ' c .- 10 -- O O — co OD m`t'"' O . Nia N:: ' I I I i 2 d CC co O1omOM101--m CO N •-�.,V'�� CO Is- (D CD 0) CO �M��Nr= m m m< > co 1 i 1 i i m G N O c'; m m 7 m m rn CO o T LL07 N N o rr-• r) (0 co in iii m if, C 0 • 1 I i 11 0. = CO r c0 0 N 0 0 CO m 0 d' O 0 Iss R N N C) 0 V CO s"4:1n r (O r CO (D 4- CO O N O` 1 i i i 1 i d a' o m cO 0 0 r- 0 I. 0 yr 0 N 0 CO 0 N- N N< r- C) e- C co CO T• N c ;,A CO e:, NA r i I I i co 0 IS d 0 co cr. t r• o c0 CO M _ m coC) is'cD CO C) '- 0 N O A v O O O r O yxcN�( $ (O 1 i d = CO m r 0 O LX! 0 10 a0 0 m 0 cO m 0 1n O N .- m .- r N .- I0 c7 .- O a .-.-.- N 10 OD r 4 N OA N Nk. I I 1 2 d ce h N O W 0 N N 0 N c0 N N 0 LO 0 CD 0 O 0 O C) c0 O" O N'rN (Dy 1 1 R O f„1+ !O co 10 10 COOCD co r 'R ('- c0 CO00)) O C 00) co M sr � N .N- C) O ^ c0 c0 .M- N r- ,- c0 ,_ in" 10') mb 1?�, m O NDN al cs) N O. = m N c0 0 rs 0 0 C) N- 0 0) h 0 10 a0 0 N m 0 m m 0.- � 0 v v- v) N •- — c0 w- 0 ' 4.4. O) R 4- c0 N 4- h o • O N QT N)' Nf 0. c0) [V, i 1n (0 m CO V' CO N (D m CO I. m CO m cD a O) co v) 0) M (0 0) chO0 0) 0) 0 c0 c0 0 0 OD 0 c0 CO 0 OD o M rnpg '' cot N1 N 1t) (I O ( > OO C 10 0j (0 1(j R c0 R c0O co I0)- 0 c00 sr co A 0) N G O tv co 600 ,_ ° d N O�$} ie14 coy: 'a, d = m O) 0; 0 Q N 0 O (O 0 c0 0 0 N N- 0o m 1. OD c0 0 v O) 0—.- N O 0 CO •- 1. N �.-.-—— (D M (0 O (0 10 v (O �j {�Tk C, O)## cV i ix�� O co co t0. v co co O 10 O) (0 O) co O) 00) 0 m N as a 0) c0 0 O) O aN O (0 O -Vm-ga �.17 �p I i <L U O 0 4-.- O 0 O 0 N O 0 N O 0 N O 0 N O 0 N O 0 N O 0 N O 0 N O 0 co 000000 0 co 0 CO) 0 C) 0 1') 0 cam +) a0 1') 0 0 cO') 0.. F04 to 246646-YTG-E-1006 28 Unitary Products Group 246646-YTG-E-1006 0 z re 0 LL re w a re w 0 J CO 1- 0 z 0 z 0 N 0 Qi O 0 N w -J CO External Static Pressure m .4 Ili m I. h- r ID � CD m Of � 0 N O N 1` 0 N )we coq O). ,y mNiE :SI O 0) �� t O' CO' m �� Oj .74 iy� CD! U, N$ NI "w. 0 7:•:,. 000,{ Cyr O) , N: of .., C'1 8) 00, Ni:.t�c� oir CD O s 1D" N fe I I I 1 I 1 1 I a 2 m 0 0) s- rn 0 s' Do O N - s- N co N N 10 L!f LV;. m( < CVu to �C] ; C4' iI.V cDi N1 in 1` N.� ' 0) � [N') oil O, Ov ) ' c'24 �'? m�' 67 in: st: � I I I ( i I aN st m A- 11010.0 4 7-I. Vs. :,01U)1:n10E0Ns�N,'O,,NtI 10, 8)i h V)) CD. CD• ON O..- ..- I I I A c0 r- ..(2. j h ). 1O � co 1O f0 � ‘1 - s- sr N COI! •-• .. .- s- O O O N sr O) O N N Q). r: St: ai W N N N - O• V Is NO LON ) 1 NZ CO ID ID,. 8), Is'. N' CD CO cow Nom, ., (� co" M,y 1.7i I I I a 2 m 0) 1D e- co 1` e- o. aD s- co 0 s- 1D O N 1D 7, 01 I 1O N N 1n t'7 tV rig s7°4 N mct 104 04, O CV N CD N m O N fifes,: 'CT -M )' N co m fO i I I 1 dN CO co CO 0) 01 O CD CO O CO O 0 .7 O N St O sr < N CD} sri 8):. COI sr, Co' 0) �y N: m, to, Al N to i+)• DDp to, co- O` cogeDr 10,1 m„ N CO'.. co, I I I I •r .4 76 .- < N O e -re Di 1n 00 11) m 1O V n m � aD N 'al 10 N o N 0 N N 1Dl m N N� co.': 8:, 1n � 1: v N� O'. i% 10�t Np r 0i� r N s1., Q. 1c) m NF 10) 83. N N� Nt srq I I I I a = C° 1n 7 O CO 7 0) cD 7 co 1` r 1. CO r 1. o r 1. O N 1• .- N o N N Os "Cu f, CVS O' N7 U),, 1D' NJ. c0 fes' B)' N• Cnf NM1.. t0= O` Ni MA , 1`3 C7? C'7, I I . I 2 11- ce m m N �s-s-�s-s-,-,-�. CO co N 01 aD N 0Q)� 0) N 1` m 0- m m CO N m 0) r- m N O sr i0: N, sr, 0' 10s sr 711'7.17 �4 . sr� 0; O e)., O. N' 101 N' 10 8) X1,74 O)' r` to co' 01 co, I i I I N Ti 3 1O ao .- 11) 10 1 0 CO m 0 .0 1O 0) V. .0 1O s- 1` 1- CO s- ' 0- A s- 1O 1. CO s- 0 co 0) s- O) co 0 N 0) .- m� m co- - N 011'.'F.y. 1.. 1Di VZ Oil 1.': N" CO t ej CO NI'N O)) O) AV ^r Cwt' I I I a 2 CO 0- N s- 11) m s- m Q LL s- 0 °;!f•CODO7 s- 0 s- 0 .- 0) s- N N N sr N N '61" 4 M) Cc0 N. T! f.. N: 0 OL N M O -N' +). s= m.�! C7:r I i 1 2 n. 0)1D f` O) sr N r sr m N s- N 1c) N s- 1.- 1• N s- 0)4)) 0) N s- N CO s- co sr m r• m I` m s- 0) 0) m s- O0 C stet . co N sr. , t. ',47. 1 V. 7-4 co,,o i- ^ IT .,, or in. c r CO., 10c 7f O. CDr 1)? S, I I I O R O e- sT 1, . 0) V N s- 0) N CO s- et st s- CO 0 b s- CD 0) 10 .- CO 0) CD e- R 0) f` s- 0) 0) CO .- CO 0 0 N 0 N N M) 0 011 MDP v Nk CD ID b M.i CO) 0-• c.4 N! 10, 8)._ CD; N. cam^ o? OJ R). 1000 ~' c0). neer °5" I I a O -. ---'------- 0 N o m m R N 1O cD f• N O N Cr!O) V. O MJ s- 1. N 1+2 cD Lc, A4' �` c0„0;I O; Mk N O I.7.4m I 0.C[ 1') 0 0 s- Co s- co ..- 0) s- N m N c- N s- N ). co N O 0) COIt) g m[ 0)'. .7 ID4 04 h stJ CO, N' V' �) If). I I o j 0) O 0) N c0 O N m 0) Nr. N CO CO 10 1. N 1` 10 st 1. 1D 0) N. 1. 1` O CO 0) 0) CO 1O s- N 0') NI' aD' N N CD O 10 C0 c1f Po''''' co.' 10 N O, I I a 2 cD co O. r• m s- N s- 0 m s- 0) mV. s- co r- co 1n s- o) O r- 0 m r- a) .- N O N 10 7 N 1. N N m s } NY Co c0:0). t1fI- iiii 1.- Ni `` N- 1: O. MAI ;; c•! M I 0 I 2 a O m 1` O ___ co O c0 O c0 O co N h to N. ^___ 0 O sr N O O 1- ` N 0 Lo: 81 r. cO o ° m OQ N . I I CD 0 F •D 0 O CO cr. s- N m N s- LO N m 1- N N sr .0 N 1O 0) N CD 1, CO 1. 4 O N CO 8) CO 0 0 N O 0.4 CAI NCN 11,1. sr A 1O} cOyR (AAA 01 N. CD" CO:; cDYC N N;N MT m ONOTs- a 2 co CO Co 0 0- W 0 10 0 .0 .- m N .- N m s- N sr. r- m 8) r- m CO .- 10 r .- CD O .- COs- 0) .- s ' N 'Cr N csi stJ Ni CO 4.1 f11p < C11t 4 m4 LV1 CO? o. _i')1 CIA 1TT i I' ( a Mq 2 Et 0 CO O N. 1. O 0 0) 01 1l) O s- (0 O r- N- O r 0 O st r- •.-'.-s- co s- m r O) r cD N m N N r Oi) t N r„ Oz C sh CO CO ' OC7O C air Cot .` (G sra O S t0 1O c00 N 1m. 0 co 0 O 1) T m CD 1. N N 10 o CO O co V. W co LO co tD r- co 1, co 0 co m O N m co N h I, -k m •cv Ntw" Oi C') CO COY; CMIyO .k* 14)) 1O' m� al/ 's -t NI; COcQ� v,„ 2 m 1. 0 O) 1. 0 r- CD 0 m 0) 0 1D O .- v 7 s- sr N s- 1) C') .- 10 sr .- 1. 10 s- o ca .- 0 O s• m 0) s- CD 0 N 0) s- N N m N ico, IOr Nt, •:r=Y t. CVk .co)CDS GOe CVS O" mi �.i N3 c,'),� 2 0. O 0° u) sr 0 m 01 0) CO 0 co 0 N CO 0 1` 0 N CO co 0 N O 0 CO c0 N O N t. N. 8)r 00 c'i, m.5 m' Ol CI''' N 0 o O ca O 1t) m O m 1` O N n COO O 0 N- f` e- co c. r- m CO ., N 0) .m- a 0 e- O N c0 O CO e- c0 c0 CO O1 O r N TWA V+ y CO 1.4Co,., 117 CO. 1.' NIf MA( CD ml NP Iw- CD` O. N1F sa. a 2 co N 11) 0 0 10 0 CD CD 0 1. 1` 0 CD CD 0 10 0) 0 10 O .- CD r- - CD N .- CO 1') s- O) V. .- 0D .- Q N .- t. Co '- 0 O N m s- N A N N CO)) 4• Nc 1n"' c0 cJ' Mr? D N, O: chI. 2 a sr COcC CO O 0 CO CO CO CO CO O CO CO r CO CO CO CO O 0) N CO T 0- O° m 0 O 1. O 10 CO sr N N iNll .0!„.i.:.. 1r'l °°- Nr 0l° CO.; O' N1 S LL 0 0 0 0 N e 0 ° 0 0 N N 0 0 CO N 0 0 sr N 0 0 10 N 0 0 CD N 0 0 1. N 0 0 CO N 0 0 O) N 0 0 0 m 0 0 CO 0 0 N CO 0 0 CO m 0 0 CO 0 0 8) m 0 0 CD m 0ppo;..o 0 /. mJ ONO CO m' 0) C0 0 O 0 Vs Ipd d .p Unitary Products Group 29 w 0 Z CQ NC 0 u.rew a re w 0 —J 03 1- 0 u) Z 0 D z 0 H 00 O CO w J External Static Pressure m s y >i AS44..1 f`' fes`:r ; (0 . M . 01.,C3- K. N`' N O^ {Og N,, m; Nk n aN N.• gig 5`.!. V' N N CI •; c`ls 8:. N �) 1s't N^ LO: O7 V-. m O. lh iiiiiiil o. 2 � C (0) mfg 'a/'?".li m .. NX p4w, ' Vii co,..4.,,s, Nqa Ni Nb9 NY:N M in! ?5rz Nt Col 'Pe 01: - iVi in:. m N O. O �}t Ci?riY "�, . 1 1 1 1 1 1 1 1 2 pi, icif WI115. all pQffintmbN fz"icod CD':co§ i f i! s i l l co lo,m t. co m' :�[ a 1- a N. m +:N ^e 0) kr-; 0) 0). r).3. 0" N! .e+. 61 04 N' Nt aws MY N� f 7 NI' ....(:.rw� 'Olien 115, V( N m' Ot NPN Nl A• (07 m N1 ,,set i4 O. COR MO �� I I I 1 I I I Il 2 co 0) W. 7 mg Ai A% m. te. a?' '7% till 9. CVi Co7 .,j ,, U)` N N. A',r' COc N„ O31 ill N C7: tp) Np 1+',t-. A' CV: Ni 0)t NI Imo O 17',N� nit CO, "' O Vr t0� i i I 1 I i 1 2 toor?4.' 7) v co mi ((D co) en O)' 1151obi{',o rrmr* ea'(0 0•rn'm' wirol - 1 1 V j 5.————--7, V N T[a V V 115 m O m O V 7 ✓hi m (0 r 61 073. 07; ,�,.s. Ne O'+ C11: N N N ' .: f+7: V.:14% N^,y ^. 7 ('. V• i N '� m' Nt A� In "S. N1 1�) (o'1' 0p)� NtL .c. c0. 01 P. d 2 m U) 0 ,o. ,- 0) co. — m r .- h to e O (M 07 : L11q m N7 Nm c0 MI NgN N 9 m.. m., N?'t1it "co) m. m': mi NZ(71 N° .¢ O. Nt C7 1 1 1 i I I i aV7 Q, 52 N m N N CO0) N 0) N coN C � M NS m 17` ,. 2'K fOt co:. O V' O m V r m V.' co,CD 115 410 7•. 1 1 1 1 1 1 I 1 N 21 romVN co N U) tO 7- V g- 115 I, 0)mCOIsCO 115 CD 0 Is .- CO CO 0) 1� `{. CO )' OJ 1151 V O , m CV. "sV7m.. t. Ni- V3� D7t: N ml 0-: cVI+ 1 1 1 1 1 0.CD 2 m PIV. r 7-.- CONS to to N. m e- m ,. NCOh O N — N l cN0 ) Nor m, eD m N Avr. O) N _y C71, 7-, t� i f l i' 1 2 1i, co r- •— � o N V N N co V N N co N 7) m N 115 O 1h CO N 1h Ng ID, r41 631 CD, ''S (7 ig �1 M' e.a P- NS g3_ .: CO)OW N. 1 1 1 1 1 1 o BV o N m o N CO CO N r• N 7) C) CO 10 yet CO V 115 I- ee V• m 1- C7) co N V m v- 0) V' 0) I- N m 0 N is O tO O to V� �v+4" Oi O( m N#, O• 115 A . n W, CM to m O V I 1 I 1 1 0. 2 m N - 0) N - m 9 - A V. - m 115 r-— (D tcc!m CD - 7- - m W - 0) O N N N i+ V'' (1) c+7 m MN. tA, " P.7:10) m.. N7 N;; e'.A ., ' 1 1 1 i O 7) N 0) e7 co U) V t` v 0) to co 1') 0) U) 7') m n O (n# gY m, 7.' N 0: N' M IV mi b! (01 0.8 j tt It O m 7-r — o l') N m f'7 co O V 0) 0) a h or to 0 O 1- o• 0 CO O N o) co 1`7 0 m N C0) N m 115 N; O-1 t),It N4 �t ^3 CO.. Nx t0i' �� I I i d 2 m O 0 — V — co N9 e- N .- V r• 115 1- O •-• h 1- N m g- V 01 s -N co 0 0) 7 N N c'7 1V CO ; My FF A'S7 1••••YY%YY% Na CV — NM+MtY O` rl` m', tmt 1 i 1 I 0. cc V V O co O O e r O '- co O.-.-.-,-.- co O 0) N O V o 0 n N V N (D m N eV Co N m' t7`- -.-. m) el eV 0)r. V) e h NV. S 1n Y)'& V -' i i i 1 co O 0 j N c0 m N 0^ Co V O r O m 7— O 115 N V V eh V .- V V ^ 115 t0 V' m t- N m m O 0 O N 115 m N 0. N N V' N ['1' m) m' N .1..r. P. e') m CV,. .'a t0' Oo CO w'k N •' O Nr l0 tra 1 I . 0. 2 0) m 0 7- 0) 0 m O 115 7- V N .- or 7-,-,-,- '7 V. co 115 co m 1-. 1� 0) OD N O N to — N 0) N (Ni C ct N 0) 1D N CD" myy N3 V•' O. M' Cr; N' e7' m 7r,m c7 ' i 9 I d . O Oa7 O) 0 O CD N O V V O Q O o (0 m O 0 0 .- 0) N (' r H h 0 ., r N el 115 ,,', 0) 0) 0 fO m en V• )n V TO i 1 0.4 S, A m A O_ CO V CO O CO0) O O "- CD N cv et 1h I, ^ V CO U) N O •- I, (D N CO 115 O 0) O O) o NNNNN eO N r h C7 O !h O r- m N 41 117 0) [q V le 1 d 2 CO 0) tD 0 m r-_. A m 0 co O) 0 O 0 to 115 N .- 1n c7 g- m V: n- m 115 e- O n en m ' o O) "' o 7, N V• N N O) el N 115 115 N N 0) a) N `'j6 A OS, M, 1 i cc 0 m r m N m O Lo m is m CO o O V 0 N m 0 m m 0,- 0 115 M O m .-^ m m P) N,-^ O v n m co rn g 7.0, m! v.i N O Ca CO 1') u) 0) 0115) Q1 (CD 115 7- 1n ado co I. co m 0 0) c .- 'LS N .- O) (D e- 1' m e- co O V e- to 1� m eD o N N m NNNN R t�7 c'7 1t V' m 1') m h LD N t mj of M 0. 2 CD co V. o co 115 0 V 1D 0 c') N-_. N m 0 N 0) 0.- N O N '- 1') N01 U) .- Ce V. ,- 0 q P) � P m ,- O N CD N N c') N CO q N CO (D N o') 9 N CO+ o! lO 0), N. fO o. 2 < m co m n m co CO m co O) co 0) C 0) co 0 O 0) co 0 W lO 0 , 0 0) m 0 U) 7- N V m O .-,-,-^ m 0) co N 'E.?, O m m Nt 7.. eh1 m r71 - I 2 o 0 0000000000000000000000 0 0 N 0 N 0 N 0 N 0 N 0 CO 0 N 0 N 0 0) 0 10') 0 1') 0 7) 0 7') 0 1�') 0 1')) 0 M 0 M 0 bm) 0 ems') 0 0 0 V a 246646-YTG-E-1006 30 Unitary Products Group 246646-YTG-E-1006 w V z Q 5y ti 0 IL. re w w 0 -J CO 1- 0 z 0 z 0 i- 0 0 N 2 N w Ca J External Static Pressure j N ONAA?,ma 4i �'� 1 ! i l ! i i i ! I ! i l i l l CO (.i N N` 491' I I I I I I I I I I I{ 1 1 1 u. 0"(0(°1"11 D o ;D;'oc Q: 1 1 1 1 I 1 1 1 1 1 I i l l i l W m W N 41 (°.3t (14E im N• N 'N1 Nf IN 4 I 1 I I I I I I I 1 1 I _ cNNCVNIr•C ( O 7 ^ N�_yt+1 fc 'sr?. c (tDi NCCs,f o: .W" {t Yr 1 I I 1! i I I I i i! 2 a- W o U) o N _o 0 .o. !per' i.:i.r4.:,.'kr;D . O, N .O' 'm ao) ;W1 1 I I 1 1 1 1 1 1 1 1 1 CVW0amanfl.;.�g.4.u,•p.m5o;=aDqO.-N,m, co N 7 -•` (n O O m W O W N I ' A.•.Zf 'N'"Nr (O pO` �vi Ni�N "e.7 ..-o m�i 4.V.! We V LN# `0 ) 1:9 1 ! 1 I i i i I• IfI m •r .- NcVNyCVyy(N„;V JR: ..(: N W`'''1 0,, p, l i 1 1 i i 1 I l a co o 0) co h o O (D O v qyN dC.wr •ray g0, ' _, g a (Of;OJ .(pj `0 )(.' 10 iO • •(c a0 1 111 1 1 I 1 i i o o W � () a (0 N n r N W N o m r 0 m m r N m O N r -61 (ml .N,) )M i'0 GN' .!o)', a hN! 't0 . N, 'N.t t•^ )(") eD � m A! .NI! I••ra �r.. •..m ,N. ;tp m. I I 1 I I 0- = m CO co. - (D r` .- (D W ,- Q m ,- �} O cV a .- N a N N ti'(d' (!) N.,?N{ tc0'- a<" (Wf, ((DJ 'NI `O. N3 ,,N.. tN rODa LN ID� 1) •N '. Wi r' R r3;" 1 I 1 1 I 1 1 1 O'0 t 0.8 co O O m pa O LL) 0 N P) (D m 1- O W O O m a) O O N m D N W) .(4 N ,� :("), :17. N m°f �QQ,{ N� ( 7U] �N[ Yn km W N' �. N W • N (57 {8D; m � :fix i0( .) bNJ 1 I 1 1 I 0. CO 0 � W � (D � U) � � a •- a N to N co N. top. �.. -C,''. D ..i 'N' RI ...s :N� too tNjj , . N :0, ;(!� to ' r _[7 1 ' I I rL d cc 0 co co N m co a O m (D m 0) N m a m (7 0 m (() co m ^ s- m .0.. am Pte( Oi )O (rm : •OV'0 :r.* 1N` ,,i M tomo;)O i" ',Tic f« (+M77q �(pj i.Fp .iA co (,r. ! 1 I I I (o 0 CO W a N .- N (7 CO M CO Q F- C') W v- (') N W v- CO A v- N co 1- (D m ,. el N o N CO 1') N L N(� .N )) (W (•) LN' s; 2n -c- TWA •N rat. 'ID W) 'CV ;en (, 's O's r6 Q?CCD im N:I gag tOa. ((7) 46 �c', •N "M1' 1 I a. = m ' - W a - (0 (n - (n co - a r` - 0 - a m . (L) O N h - -, m N N l(11, a £�.N..s` iD, tN • 6.(w' ' O (�N, k..ry:3N« Jp SOD ',o O in '_; . t mi (N, C7' K,a1 :m` qQ, i:�a( ! ! 2 cc CO m N W (7 a W (f) CO N n CO h CO W 0 0) co 0) 0 M 0) W a m 0) I m IQ. f`'.°°rCO 92,1.., CDR C( t '' Ol ( 7 iOJ (4(p2 `' ,(UD '0' if 0i (o 1 1 a O (C co N co r a 17 N 0) m N m co M' A a N M N a N W (7 N r m N W (') a m (7 co O. PO' 'm ) .a ;N'JD (7 W -:a4 .`sf .r. �W A r` y((yA N c7 m Nj O} f- ' W- �'i' �(V (N0 fa: Cl.1 = m N .- (o N ,- N M .- m 47 .- a (() (n a -. .- a (0) W .- CO m CO O N N N "(()t jt75 l(.y. Of- !? Lf.. i(D :cDI cNt 4o4 LCD i 1.`r ' i,N'' 5n r; _' I(n� m' �(71 (t7) ".Nl t(O tm.,W. IL Ir a r` co W r` (n i` n N m p. m O co co N co (') GU O W CO r- h CO a m CO .- o) W N m )tt) a) ,(V. W. :m, >m,• ti, ;m, ,mf o jyo) '�., o: tm( ,, (- ,�\ , <m` I ,o, .,0 o.: y: z ev 0 I I i I co a an a) a is co CO (D (D a N. o 0) (D N FW; �:.(WN� 1c, , 1N' n{ x' 7N) )N; tum),. •N :D. n' j.N :mf , r(D ' i(ij� (D O L.. IX c 10 0.m pn c�', r v r a, r co (n r co (D r m NI r o ''3q .- o N co N O .M ,N�.NI}N( An "Sr • (c1 CO , r~: AO' im' ,M) (D. i 4- .. '(n. ,,- Q: 1d i a. CC I 1 1 ! I co a r. h(0 W W ra (D 0 CO a N CO N 1 N (o CO (o CO O O m 401, )O.' 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', ;*0, i 1 1 to 1S 1.1117 t 'm pif o ":' m m C) N 0 O m N A p 1tD '6 td aDD i)•': ttOo; (dy; N SfV'; ..'.0; i' .C.61 --'4,-"'i. rmt LL o 0 A CO 0 CO C) 0 0 C7 0 0 4 0 - 4 0 N 4 0 M d 0 d 4 0 N 0 0 CO 0 0 A 0 0 CO 0 0 CO 0 0 O N 0 1O 0 N m 0 C) m 0 d IO 0 l0(0� 0 0 0 CO 0 0) 0 0 0 .-m 0 C, 246646-YTG-E-1006 32 Unitary Products Group 246646-YTG-E-1006 TABLE 31: ADDITIONAL STATIC RESISTANCE DH120 AND 150 CFM Cooling OnIy1 Economizer2 3 Electric Heat KW2 9 18 24 36 54 1900 0.06 0.02 0.05 0.06 0.07 0.08 0.10 2100 0.07 0.02 0.06 0.07 0.08 0.09 0.11 2300 0.08 0.02 0.07 0.08 0.09 0.10 0.13 2500 0.09 0.02 0.08 0.09 0.10 0.11 0.14 2700 0.11 0.03 0.09 0.10 0.12 0.13 0.16 2900 0.12 0.03 0.10 0.11 0.13 0.14 0.18 3100 0.14 0.03 0.12 0.13 0.15 0.16 0.20 3300 0.16 0.03 0.13 0.14 0.17 0.18 0.22 3500 0.18 0.04 0.15 0.16 0.19 0.20 0.24 3700 0.20 0.04 0.17 0.18 0.21 0.22 0.26 3900 0.23 0.04 0.19 0.20 0.23 0.24 0.28 4100 0.25 0.04 0.21 0.22 0.25 0.26 0.31 4300 0.28 0.05 0.23 0.24 0.28 0.29 0.34 4500 0.30 0.05 0.25 0.26 0.30 0.31 0.37 4700 0.33 0.05 0.28 0.29 0.33 0.34 0.40 4900 0.36 0.05 0.30 0.31 0.35 0.37 0.43 5100 0.39 0.06 0.33 0.34 0.38 0.40 0.46 5300 0.42 0.06 0.35 0.37 0.41 0.43 0.49 5500 0.45 0.06 0.38 0.40 0.44 0.46 0.53 5700 0.48 0.06 0.41 0.43 0.47 0.49 0.56 5900 0.52 0.07 0.44 0.46 0.50 0.53 0.59 6100 0.56 0.07 0.47 0.49 0.53 0.56 0.62 6300 0.60 0.07 0.50 0.53 0.56 0.59 0.65 1 Add these resistance values to the avaiable static resistance in the respective Blower Performance Tables. 2 Deduct these resistance values from the available external static pressure shown in the respective Blower Performance Table. 3 The pressure drop through the economizer is greater for 100% outdoor air than for 100% retum air. If the resistance of the retum air duct system is less than 0.25 IWG, the unit will deliver less CFM during full economizer operation. TABLE 32: ADDITIONAL STATIC RESISTANCE DH078, 090, 102 CFM Cooling Oniy1 Economizer2 3 Electric Heat KW2 9 18 24 36 54 1900 -0.004 0.07 0.05 0.06 0.07 0.08 0.10 2100 0.01 0.09 0.06 0.07 0.08 0.09 0.11 2300 0.01 0.11 0.07 0.08 0.09 0.10 0.13 2500 0.02 0.13 0.08 0.09 0.10 0.11 0.14 2700 0.03 0.16 0.09 0.10 0.12 0.13 0.16 2900 0.04 0.18 0.10 0.11 0.13 0.14 0.18 3100 0.05 0.20 0.12 0.13 0.15 0.16 0.20 3300 0.06 0.22 0.13 0.14 0.17 0.18 0.22 3500 0.07 0.24 0.15 0.16 0.19 0.20 0.24 3700 0.08 0.27 0.17 0.18 0.21 0.22 0.26 3900 0.09 0.29 0.19 0.20 0.23 0.24 0.28 4100 0.09 0.31 0.21 0.22 0.25 0.26 0.31 4300 0.10 0.33 0.23 0.24 0.28 0.29 0.34 1 Deduct these resistance values to the available static resistance in the respective Blower Performance Tables. 2 Deduct these resistance values from the available external static pressure shown in the respective Blower Performance Table. 3 The pressure drop through the economizer is greater for 100% outdoor air than for 100% retum air. If the resistance of the return air duct system is less than 0.25 IWG, the unit will deliver less CFM during full economizer operation. Unitary Products Group 33 246646-YTG-E-1006 TABLE 33: ELECTRIC HEAT MINIMUM SUPPLY AIR CFM HEATER UNIT MODEL SIZE (NOMINAL TONS) kW VOLTAGE 078 (6.5) 090 (7.5) 102 (8.5) 120 (10) I 150 (12.5) MINIMUM SUPPLY AIR CFM 9 208/230 1950 2250 2550 - - 18 1950 2250 2550 3000 3750 24 1950 2250 2550 3000 3750 36 1950 2250 2550 3000 3750 54- 3.4 - 4.4 - - 3500 4000 9 480 1950 2250 2550 - - 18 1950 2250 2550 3000 3750 24 1950 2250 2550 3000 3750 36 1950 2250 2550 3000 3750 54- A49 - - 3000 3750 9 600 1950 2250 2550 - - 18 1950 2250 2550 3000 3750 24 1950 2250 2550 3000 3750 36 1950 2250 2550 3000 3750 54 - - - 3500 3750 TABLE 34: INDOOR BLOWER SPECIFICATIONS MODEL MOTOR MOTOR SHEAVE BLOWER SHEAVE BELT HP RPM Eff. SF Frame Datum Dia. (in.) Bore (in.) Model Datum Dia. (in.) Bore (in.) Model DH078 1-1/2 1725 80% 1.15 56 3.4 - 4.4 7/8 1VM50 7.0 1 AK74 A49 2 1725 80% 1.15 56 3.4 - 4.4 7/8 1VM50 6.2 1 AK66 A49 DH090 2 1725 80% 1.15 56 3.4 - 4.4 7/8 1VM50 6.5 1 AK69 A49 3 1725 80% 1.15 56 3.4 - 4.4 7/8 1VM50 6.0 1 AK64 A49 DH102 3 1725 80% 1.15 56 3.4-4.4 7/8 1VM50 6.0 1 AK64 A49 3 1725 80% 1.15 56 3.4 - 4.4 7/8 1VM50 5.7 1 AK61 A49 DH120 2 1725 80% 1.15 56 3.4 - 4.4 7/8 1VM50 8.5 1 AK89 A56 3 1725 80% 1.15 56 3.4 - 4.4 7/8 1VM50 7.0 1 AK74 A54 DH150 3 1725 80% 1.15 56 3.4 - 4.4 7/8 1VM50 7.0 1 AK74 A54 5 1725 87% 1.15 184T 4.3 - 5.3 1 1/8 1VP56 6.7 1 BK77 BX55 TABLE 35: POWER EXHAUST SPECIFICATIONS POWER EXHAUST MODEL VOLT PHASE MOTOR ELECTRICAL FUSE SIZE CFM@ 0.1 ESP HP RPM1 QTY LRA FLA MCA 2PE0473225 ' 208/230 1 0.75 1075 1 24.9 5.0 6.3 10 3,800 2PE0473246 460 1 2.2 2.8 5 2PE0473258 575 1 1050 1.5 1.9 4 1 Motors are multi -tapped and factory wired for high speed. 34 Unitary Products Group 246646-YTG-E-1006 FIGURE 2 - UNIT 4 POINT LOAD TABLE 36: 4 POINT LOAD WEIGHT Model Location (Ibs.) A B C D DH078 197 147 230 309 DH090 199 148 232 311 DH102 201 150 234 315 DH120 265 226 330 386 DH150 263 224 327 383 Unit Model Number X Y DH078 38 23 DH090 38 23 DH102 38 23 DH120 471/2 251/2 DH150 471/2 251/2 FIGURE 3 - UNIT CENTER OF GRAVITY Unitary Products Group B FIGURE 4 - UNIT 6 POINT LOAD TABLE 37: 6 POINT LOAD WEIGHT Model Locations (lbs.) A B C D E F DH078 138 113 93 146 176 216 DH090 139 113 94 147 178 218 DH102 141 115 95 149 180 221 DH120 181 163 147 214 237 264 DH150 180 161 146 213 235 262 TABLE 38: UNIT WEIGHT Model Shipping Weight (Ibs.) Operating Weight (Ibs.) DH078 888 883 DH090 895 890 DH102 905 900 DH120 1212 1207 DH150 1202 1197 W/ECON. 85 84 W/PE 150 148 W/ELECT. HEAT 49 49 W/GAS HEAT2 110 110 1 54 KW Heater 2 8 Tube Heat Exchanger 35 See Detail A LEFT For Drain Dimensions See Detail C 8 FIGURE 5 - UNIT DIMENSIONS TABLE 39: UNIT HEIGHT — Unit Model Number X — DH078 42 DH090 42 DH102 42 DH120 50 3/4 DH150 50 3/4 DETAIL A 5-1/4 Gas Pipe Inlet 17 13/16 Base Pan View of Wall Across from Coil TABLE 40: UNIT CLEARANCES Top1 72' Right 12' Front 36' Left 36" Rear2 36" Bottom3 0° 1 Units must be installed outdoors. Overhanging structure or shrubs should not obstruct condenser air discharge outlet. 2 To remove the slide -out drain pan, a rear clearance of 60" is required. If space is unavailable, the drain pan can be removed through the front by separating the comer wall. 3 Units may be installed on combustible floors made from wood or class A, B or C roof covering materials. 36 DETAIL B DETAIL C 246646-YTG-E-1006 For Deseret' Dimensions See Detail B Unitary Products Group 246646-YTG-E-1006 RIGHT 80-5/8 %�� INSULATED DECK UNDER CONDENSER SECTION FIGURE 6 - PREDATOR® ROOF CURB DIMENSIONS INSULATED DECK UNDER COMPRESSOR SECTION FRONT FRONT 64-1/4 RIGHT FIGURE 7 - SUNLINETM TO PREDATOR® TRANSITION ROOF CURBS Unitary Products Group 37 1) 3211/16 --.I 6-13/16 6-13/16 LEFT RETUR AIR +— 18 27-1/2 J 19-3/161 2 -3/16 17-3/16 11 .0 • 0' el SUPPLY AIR r___ 21 246646-YTG-E-1006 6-13/16 t 12-5/16 14-23/32 –11. .1-- 16-3/8 -O. 1 18-1/16 ---.. Bottom Power, Control and Convenience Outlet Wiring Entry 63-12 FRONT FIGURE 8 - BOTTOM DUCT OPENINGS (FROM ABOVE) / I ,. . Dot Plugs 18-1/4-0- Bottom gas supply entry Retum Air T 5-5/32 -C-111. FIGURE 9 - REAR DUCT DIMENSIONS A 11 2-31/32 —oma 43 --31-11/16 la - REAR DUCT DIMENSIONS CABINET SIZE DIMENSION 50 3/4" 281 /4 181/16 42" 27 3/4 12 1/16 ..C.1 281/4 27 1/2 38 Unitary Products Group 246646-YTG-E-1006 58 1/4 39 1/2 or 47 1/2 Outside Air Intake Hood 35 3/4 25 3/4 26 FIGURE 10 -DOWNFLOW ECONOMIZER HOOD DETAIL TABLE 41: ECONOMIZER USAGE 30 1/4 Relief Hood for Power Exhaust or Barometric Relief Application Cabinet Height Description Model Bottom Retum At Downflow economizer with barometric relief 2EE04705424 Side Retum All Horizontal economizer without barometric relief 2EE047055241 ERV or End Retum 42" Slab Economizer, 42" tall cabinet 2EE047056242 50" Slab Economizer, 50" tall cabinet 2EE047052242 1 Barometric relief must be ordered seperately and installed in duct work. 2 Barometric relief or fresh air hood not included. Must be ordered seperately. Unitary Products Group 39 246646-YTG-E-1006 2EE04705424 2EE04705424 2EE04705424 Fresh Air Hood Fresh Air Damper Return Air Damper 2EE04705424 Barometric Relief Damper FIGURE 11 - FACTORY INSTALLED DOWNFLOW ECONOMIZER 2EE04705424 Barometric Relief Hood 2EE04705424 2EE04705424 2EE04705424 2PE047032XX Fresh Air Hood Fresh Air Damper Return Air Damper Power Exhaust 2EE04705424 Barometric Relief Damper FIGURE 12 - FIELD INSTALLED DOWNFLOW ECONOMIZER W/POWER EXHAUST 2EE04705424 Barometric Relief Hood 40 Unitary Products Group 246646-YTG-E-1006 Field Installed Duct Work 2EE04705524 Retum Air Damper 2EE04705524 Fresh Air Damper 2PE047032XX Power Exhaust 1EH0408 Barometric Relief Damper 1EH0408 Barometric Relief Hood 2EE04705524 Fresh Air Hood FIGURE 13 - FIELD INSTALLED HORIZONTAL ECONOMIZER W/POWER EXHAUST 1EH0409 Fresh Air Hood 2EE04705X24 Slab Economizer 2PE047032XX Power Exhaust 1 EH0409 Barometric Relief Damper FIGURE 14 - SLAB ECONOMIZER DOWNFLOW W/POWER EXHAUST 1EH0409 Barometric Relief Hood Unitary Products Group 41 246646-YTG-E-1006 1EH0409 Fresh Air Hood Field Installed Duct Work 2EE04705X24t.l� Slab Economizer 1EH0409 Barometric Relief Hood 1EH0409 Barometric Relief Damper FIGURE 15 - SLAB ECONOMIZER END RETURN W/POWER EXHAUST 2PE047032XX Power Exhaust 42 Unitary Products Group 246646-YTG-E-1006 FIGURE 16 - COOLING UNIT WITH GAS HEAT WIRING 230 VOLT DIAGRAM Unitary Products Group 43 246646-YTG-E-1006 FIGURE 17 - COOLING UNIT WITH/WITHOUT ELECTRIC HEAT WIRING DIAGRAM 44 Unitary Products Group 246646-YTG-E-1006 FIGURE 18 - COOLING UNIT WITH GAS HEAT WIRING 460, 575 VOLT 50 HZ DIAGRAM Unitary Products Group 45 GUIDE SPECIFICATIONS PREDATOR® DH 078, 090, 102, 120 8150,11.5 EER GENERAL Units shall be manufactured by York International Unitary Products Group in an ISO 9001 certified facility. YORK® Predator® units are convertible single packages with a com- mon footprint cabinet and common roof curb for all 6-1/2 through 12-1/2 ton models. All units have two compressors with independent refrigeration circuits to provide 2 stages of cooling. The units were designed for light commercial appli- cations and can be easily installed on a roof curb, slab, or frame. All Predator® units are self-contained and assembled on rigid full perimeter base rails allowing for 3 -way forklift access and overhead rigging. Every unit is completely charged, wired, piped, and tested at the factory to provide a quick and easy field installation. All units are convertible between side and down airflow. Independent economizer designs are used on side and down discharge applications, as well as all tonnage sizes. Predator units are available in the following configurations: cooling only, cooling with electric heat, and cooling with gas heat. Electric heaters are available as factory -installed options or field -installed accessories. DESCRIPTION Units shall be factory assembled, single package, (Elec/Elec, Gas/Elec), designed for outdoor installation. Units shall have a minimum EER of 9.0. They shall have built in field convert- ible duct connections for down discharge supply/return or horizontal discharge supply/return and be available with fac- tory installed options or field installed accessories. The units shall be factory wired, piped and charged with R-22 refriger- ant and factory tested prior to shipment. All unit wiring shall be both numbered and color coded. The cooling performance shall be rated in accordance with DOE and ARI test proce- dures. Units shall be CSA certified to ANSI Z21.47 and UL 1995/CAN/CSA No. 236-M90 standards. UNIT CABINET Unit cabinet shall be constructed of G90 galvanized steel with exterior surfaces coated with a non -chalking, powder paint finish, certified at 1000 hour salt spray test per ASTM -8117 standards. Indoor blower sections shall be insulated with up to 1" thick insulation coated on the airside. Aluminum foil faced insulation shall be used in the unit's compartments and be fastened to prevent insulation from entering the air stream. Cabinet doors shall be hinged with toolless access for easy servicing and maintenance. Full perimeter base rails shall be provided to assure reliable transit of equipment, overhead rigging, fork truck access and proper sealing on roof curb applications. Disposable 2" filters shall be furnished and be accessible through hinged access door. Fan perfor- mance measuring ports shall be provided on the outside of the cabinet to allow accurate air measurements of evaporator fan performance without removing panels or creating bypass 246646-YTG-E-1006 of the coils. Condensate pan shall be slide out design, con- structed of a non corrosive material, internally sloped and conforming to ASHRAE 62-B9 standards. Condensate con- nection shall be a minimum of " I.D. female and be rigid mount connection. INDOOR (EVAPORATOR) FAN ASSEMBLY Fan shall be a belt drive assembly and include an adjustable pitch motor pulley. Job site selected brake horsepower shall not exceed the motors nameplate horsepower rating plus the service factor. Units shall be designed to operate within the service factor. Fan wheel shall be double inlet type with for- ward curve blades, dynamically balanced to operate smoothly throughout the entire range of operation. Airflow design shall be constant volume. Bearings shall be sealed and permanently lubricated for longer life and no mainte- nance. Entire blower assembly and motor shall be slide out design. OUTDOOR (CONDENSER) FAN ASSEMBLY The outdoor fans shall be of the direct drive type, discharge air vertically, have aluminum blades riveted to corrosion resistant steel spider brackets and shall be dynamically bal- anced for smooth operation. The outdoor fan motors shall have permanently lubricated bearings intemally protected against overload conditions and staged independently. A cleaning window shall be provided on two sides of the units for coil cleaning. REFRIGERANT COMPONENTS Compressors: A. Shall be fully hermetic type, direct drive, internally pro- tected with internal high-pressure relief and over temper- ature protection. The hermetic motor shall be suction gas cooled and have a voltage range of + or —10% of the unit nameplate voltage. B. Shall have intemal spring isolation and sound muffling to minimize vibration and noise, and be externally isolated on a dedicated, independent mounting. Coils. A. Evaporator and condenser coils shall have aluminum plate fins mechanically bonded to seamless internally enhanced copper tubes with all joints brazed. Special Phenolic coating shall be available as a factory option. B. Evaporator and condenser coils shall be of the direct expansion, draw-thru design. 46 Unitary Products Group 246646-YTG-E-1006 Refrigerant Circuit and Refrigerant Safety Components shall include: A. Independent fixed -orifice or thermally operated expan- sion devices. B. Solid core filter drier/strainer to eliminate any moisture or foreign matter. C. Accessible service gage connections on both suction and discharge lines to charge, evacuate, and measure refrigerant pressure during any necessary servicing or troubleshooting, without losing charge. D. The unit shall have two independent refrigerant circuits, equally split in 50% capacity increments. Unit Controls: A. Unit shall be complete with self-contained low -voltage control circuit protected by a resettable circuit breaker on the 24 -volt transformer side. B. Unit shall incorporate a lockout circuit which provides reset capability at the space thermostat or base unit should any of the following standard safety devices trip and shut off compressor: C. Loss-of-charge/Low-pressure switch. (1) High-pressure switch. (2) Freeze -protection thermostat, evaporator coil. If any of the above safety devices trip, an LED (light -emitting diode) indicator shall flash a diagnostic code that indi- cates which safety switch has tripped. D. Unit shall incorporate "AUTO RESET" compressor over temperature, over current protection. E. Unit shall operate with conventional thermostat designs and have a low voltage terminal strip for easy hook-up. F. Unit control board shall have on -board diagnostics and fault code display. G. Standard controls shall include anti -short cycle and low voltage protection, and permit cooling operation down to 0 °F. H. Control board shall monitor each refrigerant safety switch independently. I. Control board shall retain last 5 fault codes in non-vola- tile memory, which will not be lost in the event of a power loss. GAS HEATING SECTION (IF EQUIPPED) Heat exchanger and exhaust system shall be constructed of aluminized steel and shall be designed with induced draft combustion with post purge logic, energy saving direct spark ignition, and redundant main gas valve. The heat exchanger shall be of the tubular type, constructed of T1-40 aluminized steel for corrosion resistance and allowing minimum mixed air entering temperature of 40 °F. Burners shall be of the in - shot type, constructed of aluminum -coated steel. All gas pip- ing shall enter the unit cabinet at a single location, through either the side or bottom, without any field modifications. An integrated control board shall provide timed control of evapo- rator fan functioning and burner ignition. Heating section shall be provided with the following minimum protection: A. Primary and auxiliary high-temperature limit switches. B. Induced draft pressure sensor. C. Flame roll out switch (manual reset). D. Flame proving controls. Unit shall have two independent stages of capacity (60% 1st stage, 100% 2nd stage). ELECTRIC HEATING SECTION (IF EQUIPPED) An electric heating section, with nickel chromium elements, shall be provided in a range of 9 thru 54 KW, offering two states of capacity all sizes. The heating section shall have a primary limit control(s) (automatic reset) to prevent the heat- ing element system from operating at an excessive tempera- ture. The Heating Section assembly shall slide out of the unit for easy maintenance and service. Units with Electric Heating Sections shall be wired for a single point power supply with branch circuit fusing (where required). UNIT OPERATING CHARACTERISTICS Unit shall be capable of starting and running at 125 °F out- door temperature, exceeding maximum load criteria of ARI Standard 340/360. The compressor, with standard controls, shall be capable of operation down to 0 °F outdoor tempera- ture. Unit shall be provided with fan time delay to prevent cold air delivery before heat exchanger warms up. (Gas heat only) ELECTRICAL REQUIREMENTS - All unit power wiring shall enter unit cabinet at a single factory provided location and be capable of side or bottom entry to minimize roof penetrations and avoid unit field modifications. Separate side and bottom openings shall be provided for the control wiring. STANDARD LIMITED WARRANTIES - Compressor — 5 Years, Heat Exchanger —10 Years, Elect. Heat Elem. — 5 Years, Parts —1 Year FACTORY INSTALLED OPTIONAL OUTDOOR AIR (Shall be made available by either/or): 1. ELECTRONIC ENTHALPY AUTOMATIC ECONO- MIZER — Outdoor and return air dampers that are inter- locked and positioned by a fully -modulating, spring - return damper actuator. The maximum leakage rate for the outdoor air intake dampers shall not exceed 2% when dampers are fully closed and operating against a pressure differential of 0.5 IWG. A unit -mounted potenti- ometer shall be provided to adjust the outdoor and return air damper assembly to take in outdoor air to meet the minimum ventilation requirement of the conditioned space during normal operation. During economizer oper- ation, a mixed -air temperature control shall modulate the Unitary Products Group 47 outdoor and return air damper assembly to prevent the supply air temperature from dropping below 55 °F. Changeover from compressor to economizer operation shall be provided by an integral electronic enthalpy con- trol that feeds input into the basic module. The outdoor intake opening shall be covered with a rain hood that matches the exterior of the unit. Water eliminator/filters shall be provided. Simultaneous economizer/compressor operation is also possible. Dampers shall fully close on power loss. Available with barometric relief or power exhaust. 2. MOTORIZED OUTDOOR AIR DAMPERS - Outdoor and return air dampers that are interlocked and posi- tioned by a 2 -position, spring -return damper actuator. The maximum leakage rate for the outdoor air intake dampers shall not exceed 2% when dampers are fully closed and operating against a pressure differential of 0.5 IWG. A unit -mounted potentiometer shall be provided to adjust the outdoor and return air damper assembly to take in the design CFM of outdoor air to meet the ventila- tion requirements of the conditioned space during normal operation. Whenever the indoor fan motor is energized, the dampers open up to one of two pre -selected posi- tions - regardless of the outdoor air enthalpy. Dampers retum to the fully closed position when the indoor fan motor is de -energized. Dampers shall fully close on power loss. ADDITIONAL FACTORY INSTALLED OPTIONS • ALTERNATE INDOOR BLOWER MOTOR - For appli- cations with high restrictions, units are available with optional indoor blower motors that provide higher static output and/or higher airflow. • CONVENIENCE OUTLET (POWERED/NON-POWERED)- Unit can be provided with an optional 120VAC GFCI outlet with cover on the comer of the unit housing the compressors. • ELECTRIC HEAT - Electric Heaters range from 9 kW to 54 kW and are available in all the voltage options of the base unit. • PHASE MONITOR - Designed to prevent damage in out- of-phase condition. Subject to change without notice. Printed in U.S.A. Copyright © 2006 by Unitary Products. All rights reserved. • COIL GUARD - Designed to prevent condenser coil damage. • BAS CONTROLS - Include supply air sensor, return air sensor, dirty filter indicator and air proving switch. • DIRTY FILTER SWITCH - This kit includes a differential pressure switch that energizes the fault light on the unit thermostat, indicating that there is an abnormally high- pressure drop across the filters. • BREAKER - An HACR breaker can be factory installed on gas heat units or cooling units with electric heat. • DISCONNECT SWITCH - A disconnect can be factory installed on a cooling only units sized for the largest elec- tric heat available. • STAINLESS STEEL HEAT EXCHANGER - For applica- tions in a corrosive environment, this option provides a full stainless steel heat exchanger assembly. • SMOKE DETECTOR - A smoke detector can be factory mounted and wired in the supply and/or return air com- partments. OTHER PRE-ENGINEERED ACCESSORIES AVAILABLE • ROOF CURB - 14" and 8" high, full perimeter knockdown curb, with hinged design for quick assembly. • BAROMETRIC RELIEF DAMPER - (Unit mounted - Downflow, Duct Mounted - Horizontal) - Contains a rain hood, air inlet screen, exhaust damper and mounting hardware. Used to relieve internal air pressure through the unit during economizer operation. • PROPANE CONVERSION KIT - Contains new orifices and gas valve springs to convert from natural to L.P. gas. • 60°F GAS HEAT KIT - Provides an electric heat kit for the gas compartment for use in extreme low ambient conditions. • ECONOMIZER (Downflow and Horizontal flow) • POWER EXHAUST - (Unit mount - Downflow, Duct mount - Horizontal flow) • DUAL ENTHALPY KIT - Provides a second input to economizer to monitor return air. 246646-YTG-E-1006 Supersedes: 246646-YTG-D-0806 Unitary Products Group 5005 York Drive Norman OK 73069 2007-4587+5R W/W PP HVAC Load Analysis for McDonald's Restaurant Tukwila, WA Site ID: 046-0005-00-0 RIZ COPY Pr"TrIlt rio. CHVAC c°' HVAC LOADS EXPIRES 7 206 • RECEIVED CITY OF TUKWILA APR 3 0 2008 PERMIT CENTER REVIEWED FOR CODE COWL I CI'. APPROVED p26 i i 7r0 City Of Tukwila RUILDINIG OIVSIO Prepared By: U.S. Restaurant Design 2111 McDonald's Drive, Dept. #043 Oak Brook, IL 60523 Wednesday, October 17, 2007 PtAro-is K:\Div\West\- Northwest046-0005-00 Tukwila\HVAC1046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM Chvac - Full Commercial HVAC Loads Calculation Program McDonald's Corporation I'Oak Brook, IL 60523 s' :, Elite Software Development, Inc. '2007-4587+5R W/W PP I` Page.2 General Project Data Input GeobrajProjeoVinfb-0511611Wal lta: ` . ,: • .` k i , '..;1"= Project file name: K:\Div\West\- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005- 00-0.CHV Project title: 2007-4587+5R W/W PP Project address: '15210 Pacific Hwy. South. Project city, state, ZIP: Tukwila, WA 98188 Project date: October 10, 2007 Weather reference city: SEATTLE, WASHINGTON, USA Client name: McDonald's Restaurant Client address: Tukwila, WA Client city: Site ID: 046-0005-00-0 Company name: U.S. Restaurant Design Company address: 2111 McDonald's Drive, Dept. #043 Company city: " "-A ""' .Th T ':i Oak Brook, IL 60523 Barometric pressure: 29.491 in.Hg. Altitude: , . - _. ....- 400 feet Latitude:. -- • ' " • • -`•--- • 47 Degrees Mean daily temperature range: 26 Degrees Starting & ending time for HVAC load calculations: 6am - 11pm Number of unique zones in this project: 10 Z 3 '044441:45z.-- ,; ? 41w 01";1111.4047,0,700...M * :4 $- ' it.i Calculations performed: Both heating and cooling loads Lighting requirements: 2.00 Watts per square foot Equipment requirements: 0.00 Watts per square foot People sensible load multiplier: 240 Btuh per person People latent load multiplier: 310 Btuh per person Zone sensible safety factor: 0 % Zone latent safety factor: 0 % Zone heating safety factor: 0 % People diversity factor: 100 % Lighting profile number: 1 Equipment profile number: 2 People profile number: 3 Building default ceiling height: 9.00 feet Building default wall height: 12.00 feet Interna "gCati i9tLoadgP_�;o le`s'%E`er :) :1 OOjt ��"".:, `Vtr W `4 Y f4 `- yy C , 6 -' } , f : � :, `� ,:p, a :. i - a "! ;r, .:.,, ��hr " n hr hr hr hr' hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr hr 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1 0 0 0 0 0 CCCCCCCCCCCCCCCCCC 0 2 0 0 0 0 55 60 65 70 75 80 90 CCCCCCCCCCCC 0 3 0 0 0 0 0 10 25 50 50 50 75 CC 75 50 50 75 80 50 25 25 10 10 0 4 C C C C C C C C C C C C C C C C C C C C C C C C 5 C C C C C C C C C C C C C C C C C C C C C C C C 6 C C C C C C C C C C C C C C C C C C C C C C C C 7 C C C C C C C C C C C C C C C C C C C C C C C C 8 C C C C C C C C C C C C C C C C C C C C C C C C 9 C C C C C C C C C C C C C C C C C C C? C C C C 10 CCCCCCCCCCCCCCCCCC C C C. C C C il K:\Div\West\- Northwest046-0005-00 Tukwila\HVAC1046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM Chvac FullCommercial HVAC Loads Calculation Program McDonald's Corporation Oak-Brook;ii. '.50523 d Elite Software Development,inc. .2007r4587+5R W/W PP Page,3= General Project Data Input (cont'd) Blildini-eue1 ,Deslra Design Month August June July September January February Winter nrid i Outdoor Dry Bulb 86 84 88 80 54 59 21 Outdoor Indoor Indoor Wet Bulb Rel.Hum Dry Bulb 68 50% 75 66 50% 75 69 50% 75 65 50% 75 48 50% 75 50 50% 75 75 Grains In/Outdoor Diff Correction 9.62 2.57 11.70 4.02 -24.90 -25.74 -9 -11 -7 -15 -41 -36 Master `Roofs ASHRAE Roof Dark Susp. Roof U -Fac Color Ceil Roof No. 1 2 0.030 No Yes Master Wal Wall No. ASHRAE Group Wall U -Fac Wall Color 1 B 0.049 M Master Glas' Glass No. 1 Summer U -Factor 0.630 Winter Glass Interior Interior U -Factor Shd.Coef. Shading Shd.Coef 0.630 0.760 2 0.000 :Masterha Iraq eVices Dist Dist Dist Dist Dist Dist Ht Dist Dist Ht Horiz Beyond Beyond Overh Right R -Fin Of Left L -Fin Of Shade Overh Right Left Above Fin Beyond Right Fin Beyond Left No. Projects W.Edge W.Edge Wind Proj W.Edge Fin Proj W.Edge Fin 1 2.75 0.83 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 2.75 0.83 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3 3.83 1.67 1.67 3.33 0.00 0.00 0.00 0.00 0.00 0.00 4 3.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5 3.83 0.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 u•�nt.,�IALec+\_ nlnrthweicc+\ndR_nI1nc_nn_n Ti inAiila\H\/Ar'\n4R-nnns-nn-o CHV Wednesday. October 17. 2007, 9:43 AM KADiv\Westl-Nurthwest1046-0OO�0-0 Tukwi|o����005-0&�.CHV Wednesday, October 17, 2007, 9:43 AM • pal :-• ,Elite;Software peveloprppot, Inc., ...~..~°"�° ."��~~. Air����^���u� Input ���� **�, '' -`���` ~� " '�� ��+��°�`.~� �.�����.��' `x``�^�cf'������r�J:.�. ��`�r,!�` Name: Terminal type: Method for CV Supply fan type: Calculations performed: Excess supply air: Occurrences: People profile number: Lighting profile number: Equipment profile number: Exhaust may not exceed supply air: Leaving heating coil CFM: Leaving cooling coII temp (deg.F): Cooling coil CFM Misc. Btuh gain ' supply side: Misc. Btuh gain - return side: Combined fan & motor efficiency: Static pressure across fan (in.wg.): Summer suppy duct temp rise (deg.F): Summer return duct temp rise (deg.F): Winter supply duct temp drop (deg.F): Winter return duct temp drop (deg.F): Chilled water temp difference (deg.F): Hot water temp difference (deg.F): Cooling ventilation: Cooling infiltration: Heating ventilation: Heating infiltration: Pretreated outside air: Pretreated air Summer DB (deg.F): Pretreated air Summer WB (deg.F): Pretreated air Winter DB (deg.F): Design Outdoor Month Dry Bulb Outdoor Wet Bulb D-1 Dining & Toilets Constant Volume Proportion Package fan Both heating and cooling Ioads Adjust 1 3 1 0 No 0.0 57.0 4.000 0 0 0 0.00 0.000 0.000 0.000 0.000 0.000 0.000 1500 Direct 0 AC/Hr 1500 Direct 0 AC/Hr none 0 0 0 Indoor Indoor Rm|.Hum Dry Bulb Grains Diff In/Outdoor Correction August 86 June 84 July 88 September 80 January 54 February 59 Winter 21 68 66 69 65 48 50 50% 75 50Y6 75 5096 75 50% 75 50% 75 50% 75 75 8.62 2.57 11.70 4.02 '24.90 -25.74 -9 -11 -7 -15 -41 -36 i41,1400e/ �... :.,'�� ... -- ':::-.,',1;l^`:'"+������.4:��� ����:t:`�� Nome: Terminal type: Method for CV Suppty fan type: Calculations performed: Excess supply air: Occurrences: People profile number: Lighting profile number: Equipment profile number: Exhaust may not exceed supply air: Leaving heating coil CFM: K-1 Kitchen Constant Volume Proportion Package fan Both heating and cooling Ioads Adjust 1 1 1 2 No 0.0 KADiv\Westl-Nurthwest1046-0OO�0-0 Tukwi|o����005-0&�.CHV Wednesday, October 17, 2007, 9:43 AM Chvac-- Full :Commercial " HVAC. Loads; Calculation Program' McDonald's Corporation Oak Brook 1. 60523 EliteSoftwareOevepmn, Inc. 2007-458lo+5R WeIWt.PP 7Page.S'; Air Handler Input (cont'd) qtrandlef i rj Its, Leaving cooling coil temp (deg.F): Cooling coil CFM Misc. Btuh gain - supply side: Misc. Btuh gain - return side: Combined fan & motor efficiency: Static pressure across fan (in.wg.): Summer supply duct temp rise (deg.F): Summer return duct temp rise (deg.F): Winter supply duct temp drop (deg.F): Winter return duct temp drop (deg.F): Chilled water temp difference (deg.F): Hot water temp difference (deg.F): Cooling ventilation: Cooling infiltration: Heating ventilation: Heating infiltration: Pretreated outside air: Pretreated air Summer DB (deg.F): Pretreated air Summer WB (deg.F): Pretreated air Winter DB (deg.F): Design Month August June July September January February Winter 57.0 5,000 0 0 0 0.00 0.000 0.000 0.000 0.000 0.000 0.000 1800 Direct 0 AC/Hr 1800 Direct 0 AC/Hr none 0 0 0 Outdoor Outdoor Indoor Indoor Grains In/Outdoor Dry Bulb Wet Bulb Rel.Hum Dry Bulb Diff Correction 86 68 50% 75 9.62 -9 84 66 50% 75 2.57 -11 88 69 50% 75 11.70 -7 80 65 50% 75 4.02 -15 54 48 50% 75 -24.90 -41 59 50 50% 75 -25.74 -36 21 75 landlerNumber.3 `lnpu Name: K-2 Support Areas Terminal type: Constant Volume Method for CV Proportion Supply fan type: Package fan Calculations performed: Both heating and cooling Toads Excess supply air: Adjust Occurrences: 1 People profile number: 1 Lighting profile number: 1 Equipment profile number: 2 Exhaust may not exceed supply air: No Leaving heating coil CFM: 0.0 Leaving cooling coil temp (deg.F): 57.0 Cooling coil CFM 1,350 Misc. Btuh gain - supply side: 0 Misc. Btuh gain - return side: 0 Combined fan & motor efficiency: 0 Static pressure across fan (in.wg.): 0.00 Summer supply duct temp rise (deg.F): 0.000 Summer return duct temp rise (deg.F): 0.000 Winter supply duct temp drop (deg.F): 0.000 Winter return duct temp drop (deg.F): 0.000 Chilled water temp difference (deg.F): 0.000 Hot water temp difference (deg.F): 0.000 V.\ r`H\/ Warinacriav Ortnhar 17 7nn7 9.43 AM K:\Div\West\- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM Chvac,-full Commercial HVAC Loads CalculationProgram McDonald'sCorporation ; > z 7a • , •oak iiitai;'IL 60523„` + s :., •,. c t. 1..,. r :itia t. i� r i1 d.� �''I1 '� a�.' i s .; �., , :.� Iite;Saftwaare eiop t,:Inns. n f 9 ilit Air Handler Input (cont'd) Aand. n 00. Daaw +� .a«P<� ,Cd' -.. Cooling ventilation: Cooling infiltration: Heating ventilation: Heating infiltration: Pretreated outside air: Pretreated air Summer DB (deg.F): Pretreated air Summer WB (deg.F): Pretreated air Winter DB (deg.F): Design Outdoor Outdoor Month Dry Bulb Wet Bulb 700 Direct 0 AC/Hr 700 Direct 0 AC/Hr none 0 0 0 Indoor Indoor Rel.Hum Dry Bulb Grains Diff In/Outdoor Correction August 86 68 June 84 66 July 88 69 September 80 65 January 54 48 February 59 50 Winter 21 50% 75 50% 75 50% 75 50% 75 50% 75 50% 75 75 9.62 2.57 11.70 4.02 -24.90 -25.74 -9 -11 -7 -15 -41 -36 ArFa .dleyurxibeln-pitlig * ay u, t .. .*.,-.g �.o • ,,:: 1 , . . �. 4. g. ..; Name: Terminal type: Method for CV Supply fan type: Calculations performed: Excess supply air: Occurrences: People profile number: Lighting profile number: Equipment profile number: Exhaust may not exceed supply air: Leaving heating coil CFM: Leaving cooling coil temp (deg.F): Cooling coil CFM Misc. Btuh gain - supply side: Misc. Btuh gain - return side: Combined fan & motor efficiency: Static pressure across fan (in.wg.): Summer supply duct temp rise (deg.F): Summer retum duct temp rise (deg.F): Winter supply duct temp drop (deg.F): Winter return duct temp drop (deg.F): Chilled water temp difference (deg.F): Hot water temp difference (deg.F): Cooling ventilation: Cooling infiltration: Heating ventilation: Heating infiltration: Pretreated outside air: Pretreated air Summer DB (deg.F): Pretreated air Summer WB (deg.F): Pretreated air Winter DB (deg.F): Design Outdoor Outdoor Month Dry Bulb Wet Bulb P-1 Playplace Constant Volume Proportion Package fan Both heating and cooling loads Adjust 1 3 1 0 No 0.0 57.0 3,000 0 0 0 0.00 0.000 0.000 0.000 0.000 0.000 0.000 1000 Direct 0 AC/Hr 1000 Direct 0 AC/Hr none 0 0 0 Indoor Indoor Rel.Hum Dry Bulb Grains Diff In/Outdoor Correction August 86 68 50% 75 9.62 -9 K:\Div\West\- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM Chirac Full Commercial HVAC.Loads Calculation Program, AilcDona1ds Corporafion 'Oak Brook,1L 60521. 'Elite 3oftware Development;=lnc. 2007-4587+5R WlW Page 7''; Air Handler Input (cont`d) e+1, ar dlerIC June July September January February Winter 84 88 80 54 59 21 66 69 65 48 50 50% 50% 50% 50% 50% 75 75 75 75 75 75 2.57 11.70 4.02 -24.90 -25.74 -11 -7 -15 -41 -36 •1ni.nIniee.+t Al Tiikwila\HVAC.Ul4R-00(15-00-0 (HV Wednesday October 17. 2007. 9:43 AM Chvac-Full Commercial HVAC Loads Calculation Program McDonald's Corporation Oak Brook, IL 60523 Elite Software Development, :Inc. 2007-4587+5R .WN P PageP 8 Building Envelope Report .Envelope: Report verage Faetbr Roof Tot. Roof Wall Tot.Wall Glass Tot.Glass Totals 1 1 1 5,136.0 5,136.0 5,463.9 5,463.9 947.9 947.9 0.0 0.0 947.9 947.9 5,136.0 5,136.0 4,516.0 4,516.0 N/A 947.9 N/A 947.9 10,599.9 0.030 N/A 154.080 154.080 0.049 221.284 N/A 221.284 0.630 597.181 N/A 597.181 972.545 0.030 0.030 0.049 0.049 0.630 0.630 0.092 N NE E SE S SW W NW Totals 1,867.8 0.0 830.1 0.0 1,895.2 0.0 870.8 0.0 357.0 0.0 8.5 0.0 343.0 0.0 239.4 0.0 1,510.8 0.0 821.6 0.0 1,552.2 0.0 631.4 0.0 0.049 0.000 0.049 0.000 0.049 0.000 0.049 0.000 0.630 0.000 0.630 0.000 0.630 0.000 0.630 0.000 0.760 0.000 0.760 0.000 0.760 0.000 0.760 0.000 5,463.9 947.9 4,516.0 0.049 0.630 0.760 K:\Div\West\- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM -Chvac .Fufl:CommercialHVACLoads Calculation Program McDonald's-Corporation Oak Brook,:IL" -60523:"... ;Elite Software ,Development, Inc.! 2007-4587+5R W/W PP, Building Summary Loads Building peaks in July at 1 pm. Roof Wall Glass Floor Slab Skin Loads Lighting Equipment People Partition Cool. Pret. Heat. Pret. Cool. Vent. Heat. Vent. Cool. Infil. Heat. Infil. Draw-Thru Fan Blow-Thru Fan Reserve Cap. Reheat Cap. Supply Duct Return Duct Misc. Supply Misc. Return Building Totals 5,136 8,320 2.37 0 2,013 2,013 0.53 4,516 11,949 3.41 0 1,040 1,040 0.27 948 32,248 9.20 0 28,984 28,984 7.63 302 10,590 3.02 0 0 0 0.00 63,107 18.00 0 32,037 32,037 8.44 10,006 0 0.00 0 34,142 34,142 8.99 25,500 0 0.00 9,900 87,010 96,910 25.52 168 0 0.00 63,300 43,680 106,980 28.17 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 5,000 0 0.00 55,465 54,210 109,674 28.88 5,000 287,410 82.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 350,517 100.00 128,665 251,078 379,743 100.00 Ventilation Infiltration Pretreated Air Zone Loads Plenum Loads Fan & Duct Loads Building Totals 287,410 0 0 63,107 0 0 350,517 82.00 55,465 54,210 109,674 0.00 0 0 0 0.00 0 0 0 18.00 73,200 196,868 270,068 0.00 0 0 0 0.00 0 0 0 100.00 128,665 251,078 379,743 28.88 0.00 0.00 71.12 0.00 0.00 100.00 Total Building Supply Air (based on a 14° TD): Total Building Vent. Air (37.45% of Supply): Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Heating Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: 13,350 CFM 5,000 CFM 5,003 Sq.ft 2.6684 CFM/Sq.ft 158.0966 Sq.ft/Ton 0.0063 Tons/Sq.ft 70.06 Btuh/Sq.ft 350,517 Btuh 31.65 Tons l!•\fli A\Afoc4\- ninro-,..AnAR_nnnc_nn_n Ti ikwiin\HVAr\naR_nnn�-nn-n r.H\/ Wednesday October 17. 2007. 9:43 AM Chvac FuII•Commercrai,HVACLoads Calculation .program,.: .• TAcD.onaid's`Corporation.: hyk 'Oak Brook; •1C .60523 .. hc,; ;Li.; are evelopment,'Inc. "•2007 ' 5870+513PP•. :.age,, O Air Handler #1 - D-1 Dining & Toilets - Summary Loads 2 Toilet 6pm July 138 0 1,104 1,714 358 2.59 1,274 85 0.62 0 0 0 Direct 95 134 Direct 95 32 3 Vestibule 1 42 3,711 4,658 0 Direct Direct 6pm June 0 775 312 0 34 34 391 18.45 7.43 0 291 117 4 Vestibule 2 45 2,493 3,813 0 Direct Direct 5pm January 0 521 256 0 36 36 419 11.57 5.68 0 195 96 10 Dining 1,551 11,235 49,934 34,410 Direct Direct 1pm September 111 2,346 3,347 0 1,335 1,335 15,510 1.51 2.16 0 880 1,255 Zone Peak Totals: 1,776 19,152 59,678 34,410 Total Zones: 4 111 4,000 4,000 0 1,500 1,500 Unique Zones: 4 17,423 2.25 2.25 0 1,500 1,500 K:\Div\West)- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005-00-0,CHV Wednesday, October 17, 2007, 9:43 AM Chvac -.Full Commercial HVAC Loads Calculation "Program'. McDonald's"C_orporation Oak Brook, IL 60523 ; Elite Software .Development,"inc.` 2007-4587+5R Ull/W PP, Page :11''. Air Handler #1 - D-1 Dining & Toilets - Total Load Summary Air Handler Description: Sensible Heat Ratio: 0.61 D-1 Dining & Toilets Constant Volume - Proportion --- This system occurs 1 time(s) in the building. --- Air System Peak Time: 1pm in July. Outdoor Conditions: 85° DB, 69° WB, 81.92 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in September at 1 pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 53,787. Summer: Ventilation controls outside air, Winter: Ventilation controls outside air. Zone Space sensible loss: 19,152 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible Toss: 86,223 Btuh 1,500 CFM Supply Duct sensible Toss: 0 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible Toss: Heating Supply Air: 19,152 / (.986 X 1.08 X 4) = 4,000 CFM Winter Vent Outside Air (37.5% of supply) = 1,500 CFM Zone space sensible gain: 52,660 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 0 Btuh Total sensible gain on supply side of coil: Cooling Supply Air: 53,787 / (.986 X 1.1 X 12) = 4,000 CFM Summer Vent Outside Air (37.5% of supply) = 1,500 CFM Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 16,263 Btuh 1,500 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: Total sensible gain on air handling system: Zone space latent gain: Infiltration latent gain: Outside air latent gain: Total latent gain on air handling system: Total system sensible and latent gain: 34,410 Btuh 0 Btuh 16,639 Btuh 105,375 Btuh 52,660 Btuh 16,263 Btuh 68,923 Btuh 51,049 Btuh 119,972 Btuh Check, lgures, Total Air Handler Supply Air (based on a 12° TD): Total Air Handler Vent. Air (37.50% of Supply): Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Heating Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: 4,000 CFM 1,500 CFM 1,776 Sq.ft 2.2523 CFM/Sq.ft 177.6414 Sq.ft/Ton 0.0056 Tons/Sq.ft 59.33 Btuh/Sq.ft 105,375 Btuh 10.00 Tons u•\nh,n\n!Ao\- Nnrthue,act\naR-nuns-nn-n TiikwiIa\HVAr\n4F-nnns-nn-0 r:HV Wednesday October 17. 2007. 9:43 AM Chvac full •Commercial HVACLLoads Calculation. Program, :McDonald's:Cotporatioit:;35 ': 'Oak Brook; :60523R,Vi .41 EliteSoftwarepeveiclpment,r n. 'F ':2007587 R V\41 -411P Plage Air Handler #2 - K-1 Kitchen - Summary Loads 9 Kitchen bpm July 650 9 5,850 3,811 5,000 7.69 93,020 5,000 7.69 14,805 Direct 0 1,800 0 1,800 Direct 1,800 1,800 Zone Peak Totals: 650 3,811 93,020 14,805 Total Zones: 1 9 5,000 5,000 0 1,800 1,800 Unique Zones: 1 5,850 7.69 7.69 0 1,800 1,800 K\Div\West\- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM k \niv\1Afcc4\_ Ti ik\niil\H\/AC \ndR_nnn�,_nn_n ('H\/ \Alarinacriav C)ntnhar 17 7nn7 9.43 AM Chvac Full Commercial HVAC Loads -Calculation Program McDonald's Corporation'I Oak Srook,I_ 60523 Elite Software Development, inc. 2007-4587+5R ANT :PP' •-•0,,• ' `yPage 1 Air Handler #2 - K-1 Kitchen - Total Load Summary Air Handler Description: K-1 Kitchen Constant Volume - Proportion Sensible Heat Ratio: 0.86 -- This system occurs 1 time(s) in the building. --- Air System Peak Time: 5pm in July. Outdoor Conditions: 85° DB, 69° WB, 81.50 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in July at 6pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 93,020. Summer: Ventilation controls outside air, Winter: Ventilation controls outside air. Zone Space sensible loss: 3,811 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 103,468 Btuh 1,800 CFM Supply Duct sensible loss: 0 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 107,279 Btuh Heating Supply Air: 3,811 / (.986 X 1.08 X 1) = 5,000 CFM Winter Vent Outside Air (36.0% of supply) = 1,800 CFM Zone space sensible gain: 93,008 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 0 Btuh Total sensible gain on supply side of coil: 93,008 Btuh Cooling Supply Air: 93,020 / (.986 X 1.1 X 17) = 5,000 CFM Summer Vent Outside Air (36.0% of supply) = 1,800 CFM Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 19,516 Btuh 1,800 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 19,516 Btuh Total sensible gain on air handling system: 112,524 Btuh Zone space latent gain: 14,805 Btuh Infiltration latent gain: 0 Btuh Outside air latent gain: 19,967 Btuh Total latent gain on air handling system: 34,772 Btuh Total system sensible and latent gain: 147,296 Btuh F;'F � dl i� :� Y,. r �Yo � �� k b e_,3 Check F1 ur�s.�� : _ , Total Air Handler Supply Air (based on a 17° TD): 5,000 CFM Total Air Handler Vent. Air (36.00% of Supply): 1,800 CFM Total Conditioned Air Space: 650 Sq.ft Supply Air Per Unit Area: 7.6923 CFM/Sq.ft Area Per Cooling Capacity: 52.9546 Sq.ft/Ton Cooling Capacity Per Area: 0.0189 Tons/Sq.ft Heating Capacity Per Area: 165.04 Btuh/Sq.ft Total Heating Required With Outside Air: 107,279 Btuh Total Cooling Required With Outside Air: 12.27 Tons k \niv\1Afcc4\_ Ti ik\niil\H\/AC \ndR_nnn�,_nn_n ('H\/ \Alarinacriav C)ntnhar 17 7nn7 9.43 AM .Chvac.-,full,Commercia.I;HVAC:Loadis.Calculation Program Air Handler #3 - K-2 Support Areas - Summary Loads 60 tltil <g eak',1rn SS• ,r:,rw worse, +a Vo{um 1`oss" jgr :Msaft SE I GFM/Sq# S:-Exh= ti ,., «�18Cff`5F71 ti n.?IS Yi L 1 pf���iCF,4� 5 6 Support 6pm July Manager's 5pm July Crew 10am July Order 6pm June 907 2 9,524 75 0 675 99 0 891 135 1 1,215 Zone Peak Totals: 1,216 Total Zones: 4 3 Unique Zones: 4 12,305 5,490 787 0.87 122 17 0.23 1,170 168 1.70 2,632 377 2.80 9,414 1,350 1.11 7,836 780 0.86 2,272 226 3.02 1,485 148 1.49 1,968 196 1.45 13,561 1,350 1.11 490 0 0 0 0 0 0 0 0 545 0 0 1,035 0 0 Direct 542 408 Direct 38 9 Direct 51 87 Direct 69 196 700 700 Direct 542 405 Direct 38 117 Direct 51 77 Direct 69 102 700 700 K:\Div\West\- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM Chvac Full Commercial HVAC Loads Calculation Program Corporation Oak =Brook, .11" 60523 .' Elite. Software Development, :Inc: 200774587+5R'Ukf/W.PP? Paae 15 Air Handler #3 - K-2 Support Areas Total Load Summary Air Handler Description: Sensible Heat Ratio: Air System Peak Time: Outdoor Conditions: K-2 Support Areas Constant Volume - Proportion 0.93 --- This system occurs 1 time(s) in the building. -- 5pm in July. 85° DB, 69° WB, 81.50 grains Summer: Ventilation controls outside air, Winter: Ventilation controls outside air. Zone Space sensible loss: 9,414 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 40,237 Btuh 700 CFM Supply Duct sensible loss: 0 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: Heating Supply Air: 9,414 / (.986 X 1.08 X 7) = 1,350 CFM Winter Vent Outside Air (51.9% of supply) = 700 CFM Zone space sensible gain: 13,210 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 0 Btuh Total sensible gain on supply side of coil: Cooling Supply Air: 13,210 / (.986 X 1.1 X 9) = 1,350 CFM Summer Vent Outside Air (51.9% of supply) = 700 CFM Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 7,589 Btuh 700 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: Total sensible gain on air handling system: Zone space latent gain: Infiltration latent gain: Outside air latent gain: Total latent gain on air handling system: Total system sensible and latent gain: 1,035 Btuh 0 Btuh 7,765 Btuh 49,651 Btuh 13,210 Btuh 7,589 Btuh 20,800 Btuh 8,800 Btuh 29,600 Btuh Total Air Handler Supply Air (based on a 9° TD): Total Air Handler Vent. Air (51.85% of Supply): Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Heating Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: 1,350 CFM 700 CFM 1,216 Sq.ft 1.1102 CFM/Sq.ft 492.9799 Sq.ft/Ton 0.0020 Tons/Sq.ft 40.83 Btuh/Sq.ft 49,651 Btuh 2.47 Tons nr\nc nn nnnG nn n rt -A/ IA/cal nccrlmv (1rr+r,k r 17 '7nn7 4•4A AM Chvac Fu11.Commercial IVAC Loads Calculation:P.rogram 'McDonald s Corpbrafion} kv ; , �'�; � � ` , ,OakYBrook :1L'°60523'f ° � Ig7.1 �Elite;Software Deveiopment,,Inc. 0# 587+ Rte` g` .rte 4P age+g. Air Handler #4 - P-1 Playplace - Summary Loads 1 Playplace 6pm September Ai?a'•'s.� rLosS4.44„Ga�n„�: 'L't ain e 1,361 45 23,137 30,730 3,000 2.20 48,369 3,000 2.20 18,360 Direct Direct 0 1,000 1,000 0 1,000 1,000 Zone Peak Totals: 1,361 30,730 48,369 18,360 Total Zones: 1 45 3,000 3,000 0 1,000 1,000 Unique Zones: 1 23,137 2.20 2.20 0 1,000 1,000 K:\Div\West\- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM Chvac -.Full Commercial. HVAC'Loads° Calculation,: Program McDonald's °Corporacion Oak Brook,'JL 60523 Elite:Software"Development, Inc.' 2007-4587+5R IAN PPs P.age'17,, Air Handler #4 - P-1 Playplace - Total Load Summary Air Handler Description: Sensible Heat Ratio: Air System Peak Time: Outdoor Conditions: P-1 Playplace Constant Volume - Proportion 0.68 --- This system occurs 1 time(s) in the building. --- 1pm in July. 85° DB, 69° WB, 81.92 grains Because of the diversity in zone, plenum and ventilation Toads, the zone sensible peak time in September at 6pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 48,369. Summer: Ventilation controls outside air, Winter: Ventilation controls outside air. Zone Space sensible loss: 30,730 Btuh Infiltration sensible loss: 0 Btuh 0 CFM Outside Air sensible loss: 57,482 Btuh 1,000 CFM Supply Duct sensible loss: 0 Btuh Return Duct sensible loss: 0 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: Heating Supply Air: 30,730 / (.986 X 1.08 X 10) = 3,000 CFM Winter Vent Outside Air (33.3% of supply) = 1,000 CFM Zone space sensible gain: 38,717 Btuh Infiltration sensible gain: 0 Btuh Draw-thru fan sensible gain: 0 Btuh Supply duct sensible gain: 0 Btuh Total sensible gain on supply side of coil: Cooling Supply Air: 48,369 / (.986 X 1.1 X 15) = 3,000 CFM Summer Vent Outside Air (33.3% of supply) = 1,000 CFM Return duct sensible gain: 0 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 10,842 Btuh 1,000 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: Total sensible gain on air handling system: Zone space latent gain: Infiltration latent gain: Outside air latent gain: Total latent gain on air handling system: Total system sensible and latent gain: 22,950 Btuh 0 Btuh 11,093 Btuh 88,212 Btuh 38,717 Btuh 10,842 Btuh 49,559 Btuh 34,043 Btuh 83,602 Btuh 'Clapp, Figures Total Air Handler Supply Air (based on a 15° TD): Total Air Handler Vent. Air (33.33% of Supply): Total Conditioned Air Space: Supply Air Per Unit Area: Area Per Cooling Capacity: Cooling Capacity Per Area: Heating Capacity Per Area: Total Heating Required With Outside Air: Total Cooling Required With Outside Air: 3,000 CFM 1,000 CFM 1,361 Sq.ft 2.2043 CFM/Sq.ft 195.3537 Sq.ft/Ton 0.0051 Tons/Sq.ft 64.81 Btuh/Sq.ft 88,212 Btuh 6.97 Tons W \fli‘A\Neet\_ Nnrth.ct\naA_nnnc_nn_n Ti ikwila\H\/AC'\n4R-noon-nn-n C.HV Wednesday October 17 2007. 9:43 AM Chvac - Full Commercial HVAC Loads Calculation Program McDonald's Corporation Oak. Brook, IL 60523 Elite Software Development, Inc. 2007-4587+5R W/W PP Page 18 Zone Detailed Loads (At Zone Peak Times) Zone 1-Playplace peaks (senstblej in Septembe 1,361.0, °Construction Type:, 11 :(1Vlectitu Roof-1-2-Susp.0-L Wall -1 -S -B -M Wall -2 -W -B -M Wall -3 -N -B -M Wall -4 -E -B -M GIs -S -1 -90 -Tran 0%S -1 -NS -Solar GIs -S -1 -90 -Tran 0%S -4 -NS -Solar GIs -S -1 -90 -Tran 0%S -5 -NS -Solar GIs -W -1 -90 -Tran 4%S -1 -NS -Solar SGIs-W-1-90-Tran 4%S -1 -NS -Solar GIs -N -1 -90 -Tran 88%S -1 -NS -Solar SGIs-N-1-90-Tran 88%S -1 -NS -Solar Lights-Prof=1 People-Prof=3 Floor slab Sub -total Safety factors: Total w/ safety factors: 1,361 519 590 400 231 86.0 86.0 45.0 45.0 19.0 19.0 195.8 195.8 8.2 8.2 32.3 32.3 236.7 236.7 2,722 45.0 78 0.50 10.2 0.83 9.8 0.83 -2.4 0.83 -8.4 0.83 3.4 1.000 -3 0.760 218 1.000 -3 0.760 218 1.000 -3 0.760 218 1.000 -3 0.760 193 1.000 -3 0.760 27 1.000 -3 0.760 27 1.000 -3 0.760 27 1.000 0.800 Handier 0.030 416 0.049 249 0.049 -71 0.049 -164 0.049 38 0.630 -163 0.350 4,987 1.620 2.646 2.646 2.646 2.646 34.020 2,205 1,373 1,561 1,058 610 2,926 0.630 -85 34.020 1,531 0.350 2,609 0.630 -36 34.020 646 0.350 1,102 0.630 -370 34.020 6,662 0.550 15,799 0.630 -15 34.020 278 0.790 132 0.630 -61 34.020 1,098 0.790 523 0.630 -447 34.020 8,053 0.790 3,837 9,288 10,800 18,360 35.100 48,369 18,360 +0% +0% 48,369 18,360 2,727 30,730 +0% 30,730 Roof-1-2-Susp.0-L Wall -1 -S -B -M Lights-Prof=1 Floor slab Sub -total Safety factors: Total w/ safety factors: 271 243 276 18 0.50 0.83 1.000 23.6 0.030 11.8 0.049 192 140 942 1,274 0 +0% +0% 1,274 0 1.620 2.646 35.100 439 643 632 1,714 +0% 1,714 nstraibt>< Roof-1-2-Susp.0-L Wall -1 -W -B -M Wall -2 -N -B -M GIs -W -1 -90 -Tran 0%S -5 -NS -Solar GIs -W -1 -90 -Tran 8%S -4 -NS -Solar SGIs-W-1-90-Tran 42 0.50 20.5 0.030 41 0.83 6.3 0.049 60 0.83 -0.2 0.049 14.4 1.000 1 0.630 9 14.4 0.760 215 0.550 1,292 13.8 1.000 1 0.630 9 34.020 470 13.8 0.760 215 0.550 1,243 1.2 1.000 1 0.630 1 34.020 41 26 13 -1 1.620 2.646 2.646 34.020 68 110 159 489 K:\Div\West\- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM Chuac fu1l;Commercial HVAC Loads Calculation program; McD'onatd's Corporation .._ , .. Oalr`Brodk,'.IL 60523F,.:. 'Elite Software:Deveio,pment,-Inc. = 2007-4587+5R;WMi PP; Page 19 Zone Detailed Loads (At Zone Peak Times) (cont'd) 8%S -4 -NS -Solar GIs -W -1 -90 -Tran 49%S -4 -NS -Solar SGIs-W-1-90-Tran 49%S -4 -NS -Solar GIs -N -1 -90 -Tran 0%S -0 -NS -Solar Lights-Prof=1 Floor slab Sub -total Safety factors: Total w/ safety factors: 1.2 0.760 3.1 1.000 3.1 0.760 2.9 1.000 2.9 0.760 48.0 1.000 48.0 0.760 84 1.000 15 47 0.790 1 0.630 215 0.550 1 0.630 47 0.790 1 0.630 47 0.790 34 2 275 2 83 30 1,355 287 34.020 34.020 100 34.020 1,633 104 35.100 537 4,658 0 3,711 +0% +0% 4,658 0 +0% 3,711 Roof-1-2-Susp.0-L Wall -1 -S -B -M GIs -S -1 -90 -Tran 0%S -1 -NS -Solar Lights-Prof=1 Floor slab Sub -total Safety factors: Total w/ safety factors: 45 0.50 62 0.83 57.0 1.000 57.0 0.760 90 1.000 9 -21.7 -19.9 -28 247 0.030 0.049 0.630 0.430 -29 -61 -1,005 4,601 307 1.620 2.646 34.020 73 165 1,939 35.100 316 3,813 0 2,493 +0% +0% 3,813 0 +0% 2,493 People Toad based on ASHRAE Ch. 30, Table 1 (P. 30.4) for Sedentary Work: 275 Sens & 275 Latent - Subtract 60 (30 Sens & 30 Latent) for food - Total: 245 Sens & 245 Latent Roof-1-2-Susp.0-L Wall -1 -S -B -M Wall -2 -E -B -M Lights-Prof=1 People-Prof=1 Floor slab Sub -total Safety factors: Total w/ safety factors: 907 0.50 23.6 0.030 641 1.620 1,469 473 0.83 11.8 0.049 273 2.646 1,250 324 0.83 15.3 0.049 243 2.646 857 1,814 1.000 6,190 2.0 1.000 490 490 55 35.100 1,913 7,836 490 5,490 +0% +0% +0% 7,836 490 5,490 s sensibleuly at 5pni Air Handle. 3 5LI Ort Hreas), GrO,u Roof-1-2-Susp.0-L Lights-Prof=1 Equipment-Prof=2 Sub -total 75 0.50 24.1 0.030 54 150 1.000 512 500 1.000 1,706 2,272 1.620 122 0 0 122 K•\rliu\\Nat\- Nnrthwast\04R-n00.ri-00-0 Tukwila\HVAC\048-0005-00-0.CHV Wednesday. October 17. 2007. 9:43 AM I Chvac .;Full•Commercial HVAC?Loads CatculationProgram a J " f -' Y" 1 % N. 1 ,� ;McDonalds;Corporation�'' r. �� ��� "c'��' "fit '� <Oali'Brook,7L:'602$:� :�, a .., Y�f �'°` a r • , ... :s + � ' 'EWAoftwarstDevelspment,inc.•. rY2 .�Y .. f a s wt '' , .. z �.t' ► L , •2Oa .-458, 4 -41‘40P1 t.i.x� .< � ... ,K t+' : ,c, f; ,_, . � .kms ^ • i r .,age20 Zone Detailed Loads (At Zone Peak Times) (coned) L dg Unit SSC ` :Y CLAF ac 'fin q "� 4at Ht #14010.1,14, ,.. .. Quart , .. ti CFP � . rSHG it F=z ,; C »7u ,_ h ei.h' M Mui:t a LtS,g Safety factors: +0% +0% +0% Total w/ safety factors: 2,272 0 122 w i' 'l�x:X' G� 'f R tN i ri 3 F .� } ,.ts +W+`�*i , i'' �••�✓: ''k v yr, 1SS' Y � Fai e` 7i.Crew�liea tglgiiel 1e� r 4atir-at 10a, Ait,MWAle� (K iglilbrt ►i as) .4.••• b:gr zx3 g .10 Irl ~ " n r, a Em1 k •:� �r e si4Qtu ' y'' i. Cd, s r oaiti PO ight) > ;�u � - aim E0 y;: . .: >h :. P Roof-1-2-Susp,C-L 99 0.50 -0.4 0.030 -1 1.620 160 Wall -1 -E -B -M 127 0,83 6.2 0.049 38 2.646 335 GIs -E -1 -90 -Tran 8.5 1.000 -3 0.630 -16 34.020 289 0%S -0 -NS -Solar 8.5 0.760 214 0.570 788 Lights-Prof=1 198 1.000 676 Floor slab 11 35.100 386 Sub -total 1,485 0 1,170 Safety factors: +0% +0% +0% Total w/ safety factors: 1,485 0 1,170 ,iane s8:Ved'6r.01 (.§eta:lb�le) In 1:� 16e :at46pm pT an 16� 3 •Kti -• , i'"]o t 64,6s P:„•--,,,:.•ro ikkt `. ii • ' : }�{,. L �.a i'Ra... .,� �f,... I"f em"'^+ -)� .; . „ N :66' C+istruC#l�TPl?� ti11F (Medium)`,., �.,p f; m• , R t• !., i 'C, ..S .Y,.O K.e . k' +.��•iLt r R'•.A ��r-M „i"`�� !^,-)'_r People load based on ASHRAE Ch. 30, Table 1 (P. 30.4) for Light Dancing: 345 Sens & 545 Latent Roof-1-2-Susp.0-L 135 0.50 20.5 0.030 83 1.620 219 Wall -1 -E -B -M 140 0.83 12.1 0.049 83 2.646 371 Wal{ -2 -N -B -M 210 0.83 -0.2 0.049 -2 2.646 554 GIs -N -1 -90 -Tran 20.0 1.000 1 0.630 13 34.020 680 0%S -3 -NS -Solar 20.0 0.760 47 0.790 564 Lights-Prof=1 270 1.000 921 People-Prof=1 1.0 1.000 305 545 Floor slab 23 35.100 807 Sub -total 1,968 545 2,632 Safety factors: +0% +0% +0% Total w/ safety factors: 1,968 545 2,632 'Z§fi ' ,iti tier Bales; s'ei s2ible. �in£`Ji il:` °at..;�l6`"R Alr #1;501 lei ''-', K=1t l'ltc1,160 .Grob 4 ' At x 650..0 t Y .Cy, ,.. .•.. w.�M.:.b�. f�� j i'.Y.1R �].1' }` `t> }- T'e R.. nt {.9 h•r �.' Y }�' Sj li.i C.onstruction;1iype. I;1i (M.edlum�j r > ' People load based on ASHRAE Ch. 30, Table 1 (P. 30.4) for Light Dancing: 345 Sens & 545 Latent Roof-1-2-Susp.0-L 650 0.50 23.6 0.030 459 1.620 1,053 Wall -2 -N -B -M 525 0.83 3.0 0.049 76 2.646 1,390 Lights-Prof=1 1,300 1.000 4,436 Equipment-Prof=2 25,000 1.000 85,304 9,900 People-Prof=1 9.0 1.000 2,745 4,905 Floor slab 39 35.100 1,369 Sub -total_... _ 93,020 14,805 3,811 Safety factors: +0% +0% +0% Total w/ safety factors: 93,020 14,805 3,811 K:\Div\West\- Northwest\046-0005-00-0 Tukwila\HVAC\046-0005-00-0.CHV Wednesday, October 17, 2007, 9:43 AM K \liuA\A/act\_ Nnrthwact\ne.R_nnns_nn_n Ti ikwila\HVAC\04R-(lflO5-00-0 CHV Warinasriav Ortnber 17 9007 9:43 AM Chvacrfull:Commercial'HVAC Loads:Calculation:Progra<, ql ;_ McDonalds>Corpliratiorir �` h`^ n` Y , *b- "�• I ..� '. j � Oak`Brook;:1L :60523„ Tv, ,. ` • �-. ..: .- . ,,, .� ;,�,• ,:-n :..* . �;, �,:. Elite 5oftware'Developmenti3lnc:' ai t°` w1< ,2007-4587+5R VWW;-F,T a : t . .. : t:... .. _ .Page21;; [Zone Detailed Loads (At Zone Peak Times) (cont'd) .wn,n ._ rr - 9 ..fi Loads A Unit SG ° �CLTD U Fac A n�' 'ty `:"9�- 5. 4 :?"et°,'`'.1=4" Sen f La# F�tg < .N"� Htg; �Decrlpf ons: Quan . CFAC_,,, SHGF n; CLF GainFr., Gain=`';. Mult " ,Loss, Zone 11 Dlnmgnieaks-.Tobi slbleyn Septemberat 1;pm;i'"q►ir.4.Handler1, (D 1i Dininga& Toilet"s); G`coup Ou:1 Drx 1 551} 0; Construction Type:.1�1'.:(Mediurn�j Roof-1-2-Susp.0-L 1,551 0.50 -0.3 0.030 -15 1.620 2,513 Nall-1-S-B-M 256 0.83 3.2 0.049 40 2.646 676 nail-2-N-B-M 316 0.83 -10.9 0.049 -168 2.646 837 31s-S-1-90-Tran 136.0 1.000 -3 0.630 -257 34.020 4,627 0%S-0-NS-Solar 136.0 0.760 218 0.570 12,844 31s-N-1-90-Tran 20.0 1.000 -3 0.630 -38 34.020 680 0%S-0-NS-Solar 20.0 0.760 27 0.740 304 Lights-Prof=1 3,102 1.000 10,584 People-Prof=3 111.0 1.000 26,640 34,410 Floor slab 54 35.100 1,902 3ub-total 49,934 34,410 11,235 Safety factors: +0% +0% +0% notal w/ safety factors: 49,934 34,410 11,235 K \liuA\A/act\_ Nnrthwact\ne.R_nnns_nn_n Ti ikwila\HVAC\04R-(lflO5-00-0 CHV Warinasriav Ortnber 17 9007 9:43 AM NESTAUHAHT DESIGN FILE C PY Pc7mi? Geo. STRUCTU ^L CALCULATIONS for 45-87/07 W/ PlayPlace Wood/Wood Wood Stud Bearing Walls/Wood Joists October 19, 2007 15210 PACIFIC HWY. TUKWILA, WA 046-0005 WEST DIVISION REVIEWED FOR CODE COMPLIANCE APP'? OWED Reviewed By:" i liam H. Epp, P.E. AUG 1-1 2008 City Of Tukwil I BUILDING DMSON RECEIVED CITY OF TUKWILA APR 3, 0 2008 PERMIT CENTER DOSLIS Table of Contents I. Project Design Criteria (Code, Foundation Design and Load Criteria) page I 2. Load Analysis (Wind, Snow and Seismic) pages 2-4 3. Roof Steel Joist Design (Length = 44'-5") pages 5-7 4. 1 leader "H I " (Length = 4'-4") page 8 5. Header "1-12" (Length = 8'-0") page 9 6. Header "1-13" (Length = 8'-0") page 10 7. Beam "131" (Length = 16'-5 1/2") page 10 8. Beam "B2" (Length = 8'-0") page 11 9. Beam "133" (Length = 16'-5 1/2") page 11 10. Beam "B4" (Length = 26'-7") page 12 11. Typical Exterior Column page 13 12. Typical Exterior Footing page 13 13. Roof Diaphragm & Shear Wall Design pages 14-16 14. Design of Ledger @ Back Wall page 16 15. Design of Braced Frame page 17 16. Design of Drag Strut page 18 17. Base Plate & Anchor Bolt (Braced Frame) page 18 18. Footing Design (Braced Frame) page 19 19. Roof Steel Joist Design (Play Place) page 20 20. Rigid Frame Design (Play Place) pages 21-24 21. Plate to Column Connections page 24 22. Design of Connections page 25 23. Base Plate & Anchor Bolt (Play Place - TS8) page 25 24. Footing Design for TS8 (Play Place) page 26 25. Base Plate & Anchor Bolt (Play Place - TS5) page 27 26. Footing Design for TS5 (Play Place) page 28 27. Footing Checks for Shear Walls page 29 28. Risa Calculations (Play Place) pages 30-36 29. Seismic Ss and Si values from IBC Program page 37 30. Trus Joist "TJS" Allowable Uniform Load Table page 38 31. Trus Joist Glulam Design Properties page 39 32. Trus Joist "TJI-L65" Allowable Uniform Load Table page 40 1• U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 PROJECT DESIGN CRITERIA BUILDING CODE / YEAR: FOUNDATION DESIGN: Soil Report Prepared By: Soil Report Dated: Type of Foundation: Soil Bearing Capacity: Minimum Footing Depth: Minimum Footing Width: Special Ordinances: LOAD CRITERIA: A. Dead Load: Roof: B. Live Load: Miminum Roof Load: Ground Snow Load: Special Ordinances: C. Wind Load: Wind Velocity: Wind Pressure: Wind Importance Factor: Special Ordinances: D. Seismic Load: Ss/S1: Fa / Fv: Seismic Occupancy: Seismic Design Category: Site Class: Structural System: Frame R: Special Ordinances: SERVICEABILITY: Dead Load + Live Load: Live Load: Wind Load: Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy 2006 International Building Code The Riley Group, Inc. February 27, 2007 concrete 2500psf 18 inches 18 inches 20 psf 25 psf 25 psf 90 mph -3S Gust C 1.0 133.7% / 46.0% 1.0 / 1.54 I I D D Wood Framed Walls (A13)/ Braced (B4) / OSMF (C4) 6.5 / 3.25 / 3.5 L/240 L/360 h/400 1 of 29 4 1• Conversion Factors: Ibf k := 1000Ibf:= -- Ibf U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Ibf lbf lbf lbf ft2 ft3 14:= 1000 f- t := 1000 ft2 kcf := 1000 it3 = 1000psi Building Dimensions: Lut:= 44.42ft LuL := 129.71ft 1. Dead Load: DLr := 20psf Roof The actual load is 14 psf: from ASCE 7-02 the insulation is 2.25 psf and the roofing system is 8.4 psf, from the joist manufacturer the joist is 3.375 psf (for a total of 14.025 psf). 2. Live Load: R1 := 1.0 R2 := 1.0 LL := 20psf LLr := LL•R1 .R2 LLr = 20 psf Roof 3. Wind Load: Basic Wind Velocity of 90 mph, 3S gust Exposure C Cf := 1.21 4. Snow Load: Pg := 25psf Ground Snow Loads 5. Seismic Load: 3.25 IE := 1.0 Fa := 1.0 Ss := 133.7% Fv := 1.54 S1 := 46% quivalent Lateral Design Analysis: Design Wind Pressure (Method 1 - Enclosed Building): ai := min (0.1 •Lut, 0.4.18.33ft) al = 4.442 ft Horizontal Loads a := max(al , 0.04•LuL) a = 5.188 ft End Zone Interior Zone Wall PA := 12.8•psf•Cf PA = 15.488 psf Wall PC := 8.5•psf•Cf PC = 10.285 psf Roof Pg :=-6.7-psf-Cf Pg = -8.107 psf Roof PD :=-4.0•psf•Cf PD =-4.84psf Vertical Loads End Zone Interior Zone Windward PE :_-15.4•psf•Cf PE = -18.634 psf Windward PF :=-10.7•psf•Cf PF = -12.947 psf Leeward PG :_-8.8•psf•Cf PG = -10.648 psf Leeward PH :_-6.8•psf•Cf PH = -8.228 psf Windward Overhang End Zone Pu :=-21.6•psf•Cf Pu = -26.136 psf Interior Zone Pu2 :_-16.9•psf•Cf Pu2 = -20.449 psf Component and Cladding Loads Zone Zone 1 P1int 5.6•psf•Cf P1int = 6.776 psf 2 P2int := 5.6•psf•Cf P2int = 6.776 psf 1 P1ex 14.2•psf•C Pi ex = -17.182 psf 2 P2ex 21.8•psf•C P2ex = -26.378 psf Pw := max PA a LuL - a ,10ps + PC f LuL) LuL J Pw = 10.493 psf Wind Load - End & Interior Pwu := (Pu) Pwu = -26.136 psf Uplift Wind Load 2 of 29 U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Snow Drift: Ce := 0.90 Ct := 1.0 Is := 1.0 = 4.0ft Parapet Height Pf1 := 25psf Roof Snow Load: Pf2 := 0.70Ce•Ct•Is•Pg Pf2 = 15.75 psf ASCE 7. Section 7 Pf := max(Pf1 , Pf2) Pf = 25 psf y 0.13 Pg + 14pcf y = 17.25 pcf hb := Pf hb = 1.449 ft ft y hc := hr — hb hc = 2.551 ft he = 1.76 he >_ 0.20 Drift must be considered hb hb Height of Drift: conversion factor c :_ •41�f•4 p%sf•4 psf•psf— 1 hdt:= 1(0.43.3rLut•4/PQ + 10psf)•(c) — 1.5ft1.0.75 hdt = 1.653 ft hdL := [(0.43.3LuL •'Pg + 10psf) •(c) — 1.5ft1.0.75 hdL = 2.846 ft Governs Since, hd < he Transverse Direction: hdt = 1.653 ft Wdt := 4 hdt 0.75 Pdt := y • hdt hd f - Wdt = 8.816 ft V ti Longitudinal Direction: hdL = 2.846 ft WdL := 4--hdL WdL = 15.177 ft 0.75 Pdt = 28.515 psf PdL := y •hdL PdL = 49.089 psf 3 of 29 Pf A 1 - U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Seismic Base Shear: Vs Ww := 20psf We := 85051bf Wo := 4.0ft hw:= 13.33ft 2 Sms := Fa•Ss Sms = 1.337 Sds := — •Sms Sds = 0.891 3 2 Sm1 := Fv•S1 Sm1 = 0.708 Sd1 := •Sm1 Sd1 = 0.472 3 hn := 18.25 Ct := 0.02 TL := 6 Cu := 1.7 Tstructure Cu -Ta Tstructure = 0.3 Sds •IE Cs1 R Th hi EIev. 1 Cs1 = 0.274 Cs2 Ta Ct•hn0.75 T.structure<T.L - Therefore use minimum value Sd1 •IE Tstructure • R Roof Diaphragm Cs2 = 0.484 Cs := min (Cs1, Cs Cs = 0.274 LT:= LuL + 2•Wo WT := Lut + 2•Wo Lx := 32in LT = 137.71 ft WT = 52.42 ft EIev 1 = 18'3" Th := 11.58ft EIev 2 = 13'4" h1 = 6.67ft Ar := LuL•Lut Ar = 5761.718 ft2 Aw :_ (Lut + LuL) •2. 2w Aw = 2321.153 ft2 Wt := Ar•DLr + Aw•Ww + We Wt = 170.162 k QE := Cs • Wt QE = 46.668 k Ax := LuL • Lut Ax = 5761.718 ft2 Pcalc 2 20 rmax • Ax ft2 0.5 Pcalc = 1.268 (58.25ft•0.5) + (35.1ft•0.5) rmax LuL rmax = 0.36 p := min(Pcalc, 1.5) Vs1 := p •QE Vs1 = 59.165 k for foundation design p = 1.268 Vs := p • QE + 0.2Sds • Wt Vs = 89.499 k for shear wall and braced frame design Wind Base Shear (Vw): Awt := Th•Lut AwL:= Th•LuL Vwt := Pw•Awt VwL := Pw•AwL Awt = 514.384 ft2 AwL = 1502.042 ft2 Vwt = 5.397 k VwL = 15.761 k Vw > Vs Therefore. The Seismic Base Shear Governs for the Design: 4 of 29 A 1 ori 1';1111@@ of cfJ f f JC 5riCfi Design of WJ for DL+LL: Lj = 44.42 ft Sj = 32 in DLi := DLr•Si LLmin := Pf•Sj Wdt ^�^= 3 LLmax Rtr := 2 Wdt = LLmin + DLj Wt•Lj Rtr•b Rmax :_ + 2 Lj U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Lj := Lut Sj := 32in DLr = 20 psf R DL + LL ta Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy DLi = 53.333 plf LLmin = 66.667 plf LLmax := (Pdt) •Sj LLmax = 76.04 plf a = 2.939 ft x := a Rtr = 0.335 k Wt = 120 pif Rmax = 2.978 k b := Lj — a b = 41.481 ft Resultant @Left Side Lj 2 Rtr•a•— Wt•Lj 2 Mmax1 :_ + Mmax1 = 30.09 k •ft @ Center Governs 8 Lj Wt•x Rtr•a•b Mmax2 :=2 (Lj — x) + Mmax2 = 8.234k•ft @ Point Load Lj Mmax := max(Mmax1 , Mmax2) Mmax = 30.09 k•ft Vmax := Rmax Vmax = 2.978 k Design of WJ for DL+LL+ Mechanical Load: Lj = 44.42 ft Mmax = 30.09 k •ft Pmech := 26001bf Pmech Lj/2 • — 1 I I DL + LL Pmech •(75%)-Lj Mmax3 := Mmax + Mmax3 = 51.744k•ft Vmax3 := Rmax + 4 5 of 29 75% • Pmech Vmax3 = 3.953 k 2 1 U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Design of WJ for DL+LL (a Sides of Bldg: Lj = 44.42 ft Sj = 32 in WdL = 15.177 ft PdL = 49.089 psf A Location 1 x := 1 Wta := C PdL •La + Pf + WdL Mmax4a Wta • Lj2 8 A Location 3 x:= 3 nn� RI— 1 3 etc - -4 1 La := WdL - x•Sj DLr J •Sj Wta = 227.904 plf 1:71 - La = 150.127 in Wta • Lj Mmax4a = 56.211 k•ft Vmax4a 2 Lb := WdL - x•Sj Lb = 86.127 in r PdL Wtb := I •Lb + Pf + DLr I •Sj Wtb = 181.904 plf Inial Wtb • Lj2 Mmax4b 8 Wtb•Lj Mmax4b = 44.865 k •ft Vmax4b 2 Design of WJ A Digital Menu Board Area: P P := 1000Ibf Lmb := 18ft W.= Lmb W = 55.556 plf r a t Menu Board DL UL LL Lj Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Vmax4a = 5.062 k Vmax4b = 4.04 k Computation for Mmax due to Digital Menu Board: Lj = 44.42 ft M:= 5ft k:= Lmb - a WITHOUT X- BRACING Wt = W.-2 Wt = 37.037 plf 3 b2 l Wt •2 Wt•(b)•(2b + aJ RL := RL = 0.07 k RR := RR = 0.125 k Lj Lj Lj•RL x�n - nRR + RL x = 16.041 ft b=13ft Mmax5 := RL • a + RL. x Mmax5 = 0.917 k •ft 2 6 of 29 1 WITH X- BRACING @ 4 TRUSS JOI: n •= 4 b2 Wt. - 2 RLx Lj Lj•RL RRx + RLx Mmax = 30.09 k •ft Without X -Braces U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 RLx = 0.026 k RRx x = 42.775 ft Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Wt = 13.889 plf Wt•(b)•I 2 + aJ Lj x Mmax5x:= RLx•a + RLx•- 2 Vmax = 2.978 k With X -Braces RRx = 0.047 k Mmax5x = 0.697 k •ft Mmax5a := Mmax + Mmax5 Mmax5a = 31.007 k•ft Mmax5b := Mmax + Mmax5: Mmax5b = 30.787 k•ft Vmax5a := Vmax + RR Vmax5a = 3.103 k Vmax5b := Vmax + RRx Vmax5b = 3.025 k Summary of Design Shear and Moments: Mmax = 30.09 k•ft Mmax3 = 51.744k•ft Mmax4a = 56.211 k•ft Mmax4b = 44.865 k •ft Mmax5a = 31.007k•ft Mmax5b = 30.787 k•ft Vmax = 2.978 k Vmax3 = 3.953 k Vmax4a = 5.062 k Vmax4b = 4.04 k Vmax5a = 3.103 k Vmax5b = 3.025 k Using: 28" TJS : Depth = 28" Lj = 44.42 ft Manufacturer's Design Properties : Mrallow Wallow.Lj2 :_ 8 Summary: DL + LL DL + LL + MECHANICAL DL + LL + SNOW DRIFT @ 1 DL + LL + SNOW DRIFT @ n DL + LL + DIGITAL MENU BOARD WITHOUT X -BRACES DL + LL + DIGITAL MENU BOARD WITH X -BRACES Wallow := 165p1f Mrallow = 40.696 k•ft C Wallow -Li) Vallow := J 2 Vallow = 3.665 k Load Combo / Locat ions Moments (k * ft) Shear (k) Joist De script ions Length (ft) Depth (Inch) n Capacity (k* ft) REMARKS DL+LL 30.09 2.98 TJS 28/37/28 44.52 28" 1 40.696 Mechanical 51744 3.95 TJS28/37/28 44.08 28" 2 81392 Location 1 56.211 5.06 TJS28/37/28 44.08 28" 2 81392 Location 3 44.865 4.04 TJS 28/37/28 44.08 28" 2 81.392 Menu Board 31.007 3.1 TJS28/37/28 44.08 28" 1 40.696 7 of 29 hpwall 11 ft U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 DLwall := 20psf ni= Pg + LLr W = 45 psf TW := —Lut + Wo Span := 4.33ft 2 (W•TW + DLwall•4.67ft)•Span 2 Vh1 (W -TW + DLwall•4.67ft)•Span2 Vh1 = 2.756 k Mh1 := 8 Mh1 = 2.983k•ft Use 3-1 3/4" x 5 1/2" LVL for Header 1: Mcap := 6.375k•ft Vcap := 5.49k Result := if(Mcap >_ Mh1 , "OK" , "not OK") Result = "OK" Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Douglas Fir -Larch No.1: nhs 2 dsup nhs • 1.5in dsup = 3 in Le := 7.33ft bh := 5.25in KcE := 0.30:= 0.80 Cplus 1.25 E := 1.6 (106)psi Fc := 1000psi KcE•E FcE Cp := FC• Le 2 dsup FcE = 558.359 psi FC Cplus' Fc FC = 1.25ksi FcE FcE " 2 1+ — 1+ — FC FC 2.c 2.c FcE FC c Cp = 493.851 psi Pa := Cp.(nhs •dsup) •bh Pa = 15.556 k auk= if(Pa >_ Vh1 , "SAFE" , "not SAFE") Result = "SAFE" Check Bearing Supcap := 10k for 5 1/2" x LVL - 2 3/4" bearing required Requirements: a := if(Supcap >_ Vh1 , "SAFE" , "not SAFE") Result = "SAFE" Use 2 - Crippled 2x6 Studs for Support of H-1 8of29 • Vh2 := 2 U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Lut Sam:= 8ft 1044:= 2 + Wo TW = 26.21 ft 4%:= 20psf (W•TW + DLwall•11ft)•Span Vh2 = 5.598 k (W -TW + DLwall 11 ft) •Span2 Mh2 := 8 Mh2 = 11.196k•ft Use 1-5 1/4" x 9 1/4" PSL for Header 2: M .= 18.625k -fl /mw,:= 9.39k M:= if(Mcap >_ Mh2 , "OK" , "not OK") Result = "OK" Douglas Fir -Larch No.1: nn:= 2 = nhs • 1.5in dsup = 3 in = 7.33ft := 5.25in := 1000psi = 0.30 := 0.80 A9.44I4I4v:= 1.25 ,,:= 1.6(106)psi KcE•E 2 FcE = 558.359 psi ,,:= Cplus • Fc FC = 1.25 ksi Le dsup 2 FcE FcE FcE 1+ — 1+ — — „9.41;= FC • FC FC FC Cp = 493.851 psi ,= Cp • (nhs • dsup). bh Pa = 15.556 k _ 2•c \ 2•c j c Mai:= if(Pa >_ Vh2 , "SAFE" , "not SAFE") Result = "SAFE" Check Bearing M= 10k for 5 1/4" x PSL - 2 3/4" bearing required Requirements: M:= if(Supcap >_ Vh2 , "SAFE" , "not SAFE") Result = "SAFE" Use 2 - Crippled 2x6 Studs for Support of H-2 9 of 29 1 He�cleir g r: Lh3 := 8.17ft fy := 50ksi nQ/ni= 2.67•ft TW = 2.67 ft W = 45 psf (W•TW+ DLwaII lOft)•Lh3 Vh3 Mh3 := 8 2 (W•TW + DLWaIl•10ft�•Lh32 Try 2-6" x 18GAJoists for Header 3: Mh3 SxI 0.66. fy Check for Deflection: U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Vh3 = 1.308 k Mh3 = 2.671 k•ft SxI = 0.971 in3 Try 2- 6" CSJ, 18 GA ,�,al=,:= 29000ksi 5(W • TW) • Lh34 Amax :- 384E•1 Use 2-6" CSJ, 18 GA, A50 for Header 3 I := 4.632in4 Amax = 0.09 in Lut TW:= - 2 = Pg + LLr TW = 22.21 ft Lh3 Aallow := 24— 0 Sx := 1.544in3 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Aallow = 0.409 in OR atIRAL:= lin Simple Beam fes:= 36ksi := 16.458ft W = 45 psf Wbtf := W •TW W btf • Span Rbtf :_ - Rbtf = 8.224 k 2 Mbtf Sxtf := Sxtf = 18.8 in3 0.60•fy Check for Deflection:L:= 29000ksi = 301 in4 5Wbtf • Span4 max := Amax = 0.189 in 384E •1 Wbtf•Span2 Mbtf 8 Try W16 x 26, A36 Use W16 x 26, A36 for Beam - "B1" Span I� ^:= 240 Wbtf = 999.45 pif Mbtf = 33.84 k•ft a:= 38.4in3 Aallow = 0.823 in OR atlamv :_ 100f29 1.0in 17:-VFtrit' 491'4 Lbts :- 8.17ft U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Lj _ 2 TW = 22.21 ft Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy ,= Pg + LLr W = 45 psf Wbts := W•TW Wbts = 999.45 pif Wbts-Lbts Wbts • Lbts2 Rbts :- Rbts - 4.083 k Mbts := Mbts = 8.339 k•ft 8 Try W16 x 26, A36a:= 38.40in3 Sxts 2 Mbts Sxts = 4.633 in3 0.60• fy Check for Deflection:L:= 29000ksi 301 in4 SWbts • Lbts4 �S:= Amax = 0.011 in 4�:= Lbts �,- Aallow = 0.409 in OR := 1.0in 384E • I 240 Use W16 x 26, A36 for "B2" azi:= 16.458ft 5.896ft =2 TW = 2.948 ft ,= Pg + LLr W = 45 psf wN tt:= W•TW Wbts = 132.66 plf Wbts • Lbts2 N:= 2 Rbts = 1.092 k = 8 Mbts = 4.492 k•ft Wbts•Lbts Mbts xts := Sxts = 2.495 in3 Try W10 x 12, A36 10.9in3 0.60 • fy Check for Deflection:::= 29000ksi j,= 53.8in4 5Wbts • Lbts4 ma Amax = 0.14 in 384E.1 Use W10 x 12, A36 for Beam "B3" Lbts /am=240 Aallow = 0.823 in OR ,,a2:,#&:= 1.0in 11 of 29 U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Simple Beam fyy := 46ksiai:= 26.58ft Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Lut — 6ft + 4ft TW = 20.21 ft 2 ,= Pg + LLr W = 45 psf tf := W •TW Wbtf = 909.45 plf Wbtf.Span Wbtf •Span 2 Ff,,;=2 Rbtf = 12.087 k a:= 8 Mbtf = 80.315 k •ft Mbtf xt :_ 0.60 • fy Syts Sxts = 44.62 in3 Span • W • (4ft)2 0.60. fy Try TS16x4x1/2, A36 a:= 60.2in3 Syts = 10.632 in3 Check for Deflection::= 29000ksi = 481 in4 Iy := 49.3in4 5•Wbtf•Span4 W•Span•(4ft)4 1 m := + Amax = 0.778 in 384•E•I 8•E•Iy Span '�:= 240 Hallow = 1.329 in OR 4:= 1.Oin Use TS16x4x1/2, A36 for Beam - "B4" 12 of 29 Sy := 24.6in3 1• n[ r in`C "C arc I IJ. Typical Interior Column: Lut 6ft U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 1Z,:= 1.0 Lc := 12ft 16.458ft + 8.17ft Le := — - — Le = 19.21 ft 2 Wc := Pg + LLr Wc = 45 psf Pci := Wc•(Le•We) Use TS 4" x 4" x 1/4", fy = 46ksi Pcallow := 55.0k K•Lc = 12 ft We = 12.314 ft Pci = 10.645 k Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Typical Exterior Column: ,:= 1.0 Ic := 12ft K•Lc = 12 ft L2 t + Wo - 6ft Le = 20.21 ft i= 26.58ft We = 13.29 ft V1,:= Pg + LLr Wc = 45 psf Pce := Wc•(Le•We) Pce = 12.087 k Use TS 4" x 4" x 1/4", fy = 46ksi M3A99w := 55.0k oad _Typical Interior Footing: Pce = 12.087 k SBC = 2.5 ksf Areq := SBC Areq = 4.258 ft2 Enter the Table Provided: Use 3'0" x 3'0" x 1'0" with 4 - #5 E.W.B for Interior Footing SBC := 2500psf := Areq S = 2.063 ft say 1,:= 3ft ypical Exterior Footing: a:= 2500psf Pce = 12.087 N SBC = 2.5 ksf SBC Areq = 4.835 ft2 Enter the Table Provided: Use 3'0" x 3'0" x 1'0" with 4 - #5 E.W.B for Exterior Footing S = 2.199 ft say 1,:= 3ft 13of29 Pw = 10.493 psf U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 a peo Dfir�(� 1��tr 4I LsA := 26.67ft Lut LsB := 26.02ft LL Shear wall A LsA V3 Shear wall B V 1 a VIL LsB V3 Shear wall C LsC LuL LsB = 26.02 ft LsC := 40.33ft LLa V2 LL LL V1w:= Wr•— V1w= 3.853k V1s := Vs• 2 2•LuL V1 := max(V1w,V1:V1 = 21.88k I I b - — V1s = 21.88k V1 v1 := — Lut V2w := Wr • LLe V2w = 2.705 k V2s := Vs • LLe 2 2•LuL V2 := max (V2w, V2: V2 = 15.359 k Lut V3w := Wr.- 2 V3w = 2.699 k V3 := max (V3w, V3: V3 = 37.239 k Lt p v1 = 492.564 plf V2s = 15.359 k v2 := —V2 v2 = 345.774 plf Lut Vs LuL – LLb V3s :_ — • V3s = 37.239 k 2 LuL v3 := V6 := V1 + V2 V6 = 37.239 k v6 :_ V3 LuL V6 Lut v3 = 287.094 plf v6 = 838.338 plf V4w := Wr. LLb V4w = 1.323 k V4s := Vs• LLb 2 2•LuL V4 := max (V4w, V4: V4 = 7.511 k V4s = 7.511 k v4 := —V4 v4 = 169.081 plf Lut Lut Vs LLb + LLa.0 V5w := Wr•— V5w = 2.699 k V5s :– V5s = 15.19 k 2 2 LuL V5 := max (V5w , V5: V5 = 15.19 k V7 := V2 + V4 V7 = 22.87 k V5 v5 := — v3 = 287.094 plf LuL v7 := —V7 v7 = 514.855 plf Lut 14 of 29 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy LLa := 44.52ft LLb := 21.77ft hs := 13.33ft Th = 11.58 ft Wr := Pw•Th Wr = 121.51 plf LLe := LLa LLe = 44.52 ft LuL – LLe – LLb LL = 63.42 ft Shear Wall A: LsA = 26.67 ft V3 = 37.239 k Anchor Bolts: 5/8" 4 uallow S3a :- S3a = 10.055 in u3a Stability Checking: PdI := 0.01ksf•LsA •I Pdl = 3.555k U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 V3 u3a :_ — LsA uallow := 1170Ibf LsA Mres:= Pdl•- 2 Mres = 47.407k•ft Shear Wall B: LsB = 26.02 ft V1 = 21.88 k uallow Sib:- S1b= 16.697 in u1b Stability Checking: 1:4:= 0.01ksf-LsB •h:Pdl = 3.468k M:= Pdl . LsB2 Mres = 45.125k•ft Shear Wall C: LsC = 40.33 ft V3 = 37.239 k uallow S3c := S3c = 15.205 in u3c Stability Checking: P 11:= 0.01ksf•LsC•hsPdl = 5.376k Mot := V3 hs Mot Ta (LsA - ft) • 0.75 V1 u1b := — LsB u3a = 1396.287 plf Mot = 496.395 ft k Ta = 25.783 k u1b = 840.88p1f Mac := V1 -hs Mot = 291.656 ftk Mot Tb :- Tb = 15.543 k (LsB - ft)•0.75 V3 u3c := LsC Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy u3c = 923.356 plf MSC := V3•hs Mot = 496.395 ftk := Pdi . LsC Mres = 108.407 k .ft Tc := Mot MMems Tc = 16.828 k 2 (LsC - ft).0.75 Va := V1 Va v4a := — Lut Va=21.88k v4a = 492.564 plf Vb := V1 Vb v4b — Lut 15 of 29 Vb=21.88k v4b = 492.564 plf Summary of Design Loads: Pool Dciphragrn_ vita 492.564 plf Shear Wall -A 63a 1396.287 plf Sla,><ar Wail - B bib 840.88plf `hear Wall - C 03c -- 923.356 plf 9 S. Re.tauralt t7e,3irl0 Project t ih . mr:Dor -',J' - F 1.;.•.3 Rerrion: r,r. ,r ,k kook, 11 1 i:;:`; (Date: 11).. ',' .ron7 Cralculatir r, i ;7 PMPensy 492.564 pit Ta 25.783 k Tb t= 15.543 k Tc 16.828 k Summary: Using Simplified Design Data Sheets: Sheathing NAILS/ (in) 1-19/32" 2-15/32" Spacing Capacity (p1f) 320 2770 2"460 2600 J 10d(q6" 10d @2" 2- 15/32" 10d @4" 2-15/32" lJd @3" S3a 10 011%5 in S10 10 69/ in S3c 15 205 in REMARKS Min Emb.Cf8" Nin Emb. a 8" Mn Emb. Cf 8" See sheet S2.0 for additional nailing requirements for r oof diaphragm Rmoment 3.5 Rshear : 6.5 Note: Shearwalls have 4 total holdowns and therefore are adequate Check Splice Plate: Vsplice V3.Reff Vsplice 24.205 k Reff Rshear Rmoment 4 Rshear Use 3/4" diameter bolts with 1/4" plate into 4x6 top plate Zbolt 1.57k Cd := 1.15 Cm :_- 1 C ,:-- 1 Cc). 0.83 Cdelta 1 Pbolt Zbolt•Cd•Cm•Ct•Co'Cdelta Pbolt 1.499k No. of Bolts Req'd: N :_ Vsplice oreq Pbolt Noreq -= 16.152 Use 18-3/4"diameter bolts Design of Ledger cRear Wall: P:-= V1 P=21.88k Provide 2"x10" Ledger, SPF #2 nl 2 noof ledger A :- 1.5in-9.25in A -- 13.875 in2 Ft 425psi-(1.6)•(1.2)(n1) Ft -- 1.632 ksi Therefore: Use 2 - 2"x 10" Ledger, SPF #2 Using 1-3/8"p Lag Screws ( 16" o.c.: Cap 3701bf- 1.6 Cap >-- 0.592 k Nb :-= Nb 36.959 no. of bolts say Nb 37 Cap ,; Lut Sb -_ — Sb -- 14.406 in bolt spacing say Sb : 12in Nb P fT 1.577 ksi Ft > fT OK A Therefore: Use 1-3/8") Lag Screws 12" o.c. 16 of 29 � r�C CC� r�fiit�li G 02 QTIfflgi Pk := V6 Pk = 37.239 k Lcc := 5.67ft 2 2)0.5 Lcc + H 1 Pd := Pk• H1 Pk•H1 Pver Lcc U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy 7.25ft Ht := H1 •2 Ht = 14.5 ft Pd = 47.275 k (Lcc2 + H12)0.5 = 9.204 ft9 ft 2 1/2 in is length of Pver = 47.616 kit 7 feet 3 inches Ph := Pk diagonal Ph = 37.239 k Pvermax := Pver Pvermax = 47.616 k at 7 feet 3 inches Pk = 37.239 k at 5 feet 8 inches := 0.85 Ats := 5.08in2 r := 1.45in kts := 1.2 kts •Lcc = 56.309 r Pk := 0.8•4c•1.7•fbk•Ats kts • 8.45ft r fbk := 17.71 ksi kts•H1 – 72 r fbvm 16.22ksi Pk = 104.002 k Pvm := 0.84c' 1.7•fbvm.Ats Pvm = 95.252 k – 83.917 fbd := 14.9ksi Pd := 0.8•4c•1.7•fbd•Ats Pd = 87.5k Pmax is equal to 104k at 5'-8", 95.3k at 7'-3" and 87.5k at 9'-2 1/2" for TS4x4x3/8 Tube Steel members are adequate. Check welded connections: D := 4in t := 0.375in Qf := 1 6y := 36ksi f T :- ay t = 11.25 ksi 0.6.(-2D) Lweld 12in 4w:= 0.80 fw:= t•i Pw := Lweld •4w•fw• 1.7 Pw = 68.85 k Pw > Pd Weld is adequate. 17 of 29 U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Vh := V1 Vh = 21.88 k Provide (2) - 3 1/2" x 9 1/2" LSL n := 2 no. of beams nnn (3.5in•9.5in-n) ,:= 400psi -1.6.1 -I Therefore: Use (2) - 3 1/2"x 9 1/2" LSL A = 66.5in2 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy 3•Vh Fv = 0.64 ksi fv fv = 0.494 ksi Fv > fv 2A Using 1-5/8"$ Laq Screws (a, 3" o.c.: nx zi:= 11401bf • 1.6.1.1.1.1. \51.1 5 Vh l� := Nb = 11.995 no. of bolts say 1:= 12 Cap Therefore: Use 12-5/8"$ x 7" Lag Screws 3" o.c. OK Cap = 1.824 k Check 1-1/4"06" Wood Screws (@ 6" o.c.: aw= 220•Ibf•1.6.1.1.1.1 Cap = 0.352 k lah := C p Nb = 62.158 no. of screws say Nb := 63 Spacing :_ Lu Nb Eft Spacing = 7.318 in Therefore: Use 1-1/4"$ x 6" Wood Screws (a 6" o.c. Base Plate & Anchor Bolts: V6 • Ht Pci = 95.232 k d1 := 12in fc := 3ksi d2 := 12in Lcc 1a:= 3 Pci Using 1 1/4" $ A307 Anchor Bolts Use 6- 1 1/4"$ A307 Anchor Bolts Assume: 12"x12" Base Plate: T = 31.744 k wf := 1.33 Aa:= 24.5k Ttb := Tb•wf Ttb = 32.585 k k:= 12in d := 12in bf := 2in Fyy := 36ksi MmaxF := bf•Pci (8.2.Tb.bf)O.S t = 1.347 in Use 1 3/8" Thick Plate b•Fyy Use 1 3/8"x 12"x12"Base Plate 18 of 29 U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Footing Design For Braced Frame: a?Scn:= 2500psf ,:= 1.33 is := 1ft J.44:= 60ksi f&:= 3ksi V1.:= 150pcf Ws := 100pcf Assume 7'0"x18'6"x3'0" footing:,:= 7ft:= 18.5ft tf := 3ft Af := b - d Af = 129.5 ft2 DLc := 7.255k DLc = 7.255 k DLf := Wc•Af•tf DLf = 58.275 k MmaxF DL Lf := (—d — e)-3 Fp := SBC•wf Fp > fp e = 5.436 ft Lf = 11.442 ft Fp = 3.325 ksf r Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy LL LLa —+— �R�a 2 2 NNWWAntiwx= Vs 1 • (14.33ft + tf) LuL MmaxF = 426.62 k .ft DLs := Ws•Af•ts DL := DLc + DLf + DLs DLs = 12.95 k DL = 78.48 k DL fp := fp = 1.96 ksf 0.5•b•Lf fp3 := f (Lf — d) I fp3 = 0.375 ksf Lf column Center Line U2 1 Lf fp MresF := (DLf + DLs) •—d MresF = 658.831 k -ft MotF := MmaxF 2 MresF FS := FS = 1.544 MotF M := "Fdn. Is Okay" if FS > 1.5 Result = "Fdn. Is Okay" MotF = 426.62 k•ft "ReDesign Fdn." otherwise Reinforcement: nq:= 32.5 cf:= ksi•ft conversion factor d1 := 24in Mu := 1.7 DLr + LLrLLr + 1.4 DLr DLr + LLrMmaxf Mu = 661.261 k•ft ) ( )] 2 Asmin := 0.1 As := Mu As = 3.825 in 00181ft dAsmin = 0.518 in2 4•d•cf•1.33 A7 := 0.60in2 Area of #7 Bar A7•b 'S'r As A4 := 0.20in2 Area of #4 Bar A4•b ' " - Asmin Use #7 (a. 12" for Lona Wav & #4 (a) 12" for Short Wav (T&B) 19of29 S = 13.178 in S = 32.407 in Wig. U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 := 19.875ft Design of WJ for DL+LL: Lj = 19.875 ft Sj = 2.667 ft DLr = 20 psf r DLi := DLr•Sj 1I := Pg•Sj nti= LL + DLj Wt•Lj .52194,- ^c\V1NN1�V1K- 2 Rmax2 (Wt + DLj)•2 DL + LL 1 —i-- 1 1_ I - L - DLi = 53.333 plf LL = 66.667 pif Wt = 120 pif Rmax = 1.192 k @Left Side Mmax = 4.102 k•ft @ Center Governs Mmax = 4.102 k•ft Vma:= Rmax Vmax = 1.192 k Summary of Design Shear and Moments: Mmax = 4.102 k•ft Vmax = 1.192 k DL + LL Using: TJI-L65: Depth = 11 7/8" Lj = 19.875 ft := 144p1f Manufacturer's Design Properties : [WaIIow.L2') Mrw :_ 8 Summary: Mrallow = 7.11 k•ft /yam= ( Wallow•Lj) 2 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Vallow = 1.431 k Load Combo / Locations Mome nt s (k* ft) She a r (k) Joist Descriptions Le ngt h (ft) De pt h (Inch) n Ca pa cit y (k* ft) REMARKS DL+LL 4.132 119 TJI L65 20.25 14" 1 7.11 Stiffeners Mechanical 4.102 119 TJI L65 20.25 14" 1 7.11 Stiffeners Me nu Board 4.102 122 TJI L65 20.25 14" 1 7.11 St iffeners/XBrace 20 of 29 Playplace Wind Analysis( Side Walls: Elev. 2 T-4' T -'I 1` -I I Playplace Wind Analysis( Front Walls: Elev. 2T-4' Th U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 := 21.33ft Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Th = 21.33 ft Pw = 10.493 psf Pw•Th Ws = 223.818 pif T6Design the System for Wf := 460p1f jAhm:= 21.33ft Pw = 10.493 psf Th = 21.33 ft Wff := Pw•Th Wff = 223.818 plf To Design the System for 24.;= 460p1f Say: = max (Ws , Wf, Wff) W = 460 plf 21 of 29 MAf1C� Crll Playplace Frame Wind Analysis: viw CLLb 2 IL= max(V1w W r LLb I\ 2 MV? = max(V2w, C Ltpl = max(V3w, m r U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 V1w= 5.007k ,V1sPP;V1=7.511k LLa " + 2 V2w= 15.247k j V2sPP; V2 = 22.87 k \t3 RjdRale 3 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Longitudinal Dimensions: LLa = 44.52 ft LLb = 21.77 ft LLD := LLa + LLb LLp = 66.29 ft Transverse Dimensions: Ltp := 37.75ft V4 = 7.511 k V5 = 15.19 k V7 = 22.87 k V1sPP := V4 V1sPP = 7.511 k V2sPP := V7 V2sPP = 22.87 k V3w = 8.682 k V3sPP := V5 V3sPP = 15.19 k V3sPP: V3 = 15.19 k 22 of 29 l 1 4 4 oir1 I rr ro "til (W1 :_ (Pg + LLr) LLbj 2 P1 := (Pg + LLr)• LLb Sj 2 2 W U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 P1 p2 1 T. 1 vH faGID FT Ai E 1 T r f1'ittE nTl1'-l W1 = 0.49 klf P1 = 0.653k P2 := (Pg + LLr)• LLb Sj 2 2 From Risa Calculations: pRISA1 := 10.094k MmaxC1 := 30.715k•ft Mmaxbl := 42.959k -ft P1 p2 =1 I 1=1 11=111=111=111=1 11=111=111=111=111=111=111=111=111=1 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy 1:= Ltp L = 37.75 ft h := 20ft V1 = 7.511 k P2 = 0.653 k 1:= 37.92ft h := 13.33ft V2 = 22.87 k W2 := (Pg + LLr)•(L2b) W2 = 0.49k1f P' = (Pg + LLr)•(L2b 2!J P1 = 0.653k µP2.= (Pg + LLr) • 2LLb 2—Sj P2 = 0.653 k From Risa Calculations: pRISA2 := 13.53k MmaxC2 := 96.78k -ft Mmaxb2 := 94.257k•ft 23 of 29 ©I fix: �C311`Yr; Jif W3 := (Pg + LLr)• Pte= (Pg + LLr)• p1 U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 P2 L - - a I L I I I I 1.1 v\s RGDFR4NE3 �ti._u _i__itr - n_i--sir—ni—rtr—miii— iiiii— —III—I11=11I1II=11 I_ 111=1 ll- ' 11=111=111 11=1 1=111-1 I-1 ( Sj \/I W3 = 0.06 klf " Ltp LLbI —/I P2 = 9.245 k 2 2 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy LLb L = 21.77 ft h:= 19.04ft V3 = 15.19 k 2 CLLbI P= (Pg + LLr) 2 2 2 P1 = 9.245 k Lt From Risa Calculations: pRISA3 := 14.997k MmaxC3 := 61.252k•1Mmaxb3:= 85.073k•ft Summary of Risa Calculations: pRISA := max (pRISA1 , pRISA2 , pRISA3) pRISA = 14.997 k MmaxC := max(MmaxC1 , MmaxC2, MmaxC3) MmaxC = 96.78 k•ft Mmaxb := max(Mmaxbl , Mmaxb2, Mmaxb3) Mmaxb = 94.257 k•ft Plate to Column Connections: Capacity of 1/2" Plate Ag := t•Lp Pweld := 0.6fy•Ag Use 1/2"x8"x8" Plate Fu := 50ksi µ:= 0.5in Lp := 8in 36ksi Ag = 4 in2 Ae := Ag - 2in • 1 in + 3 in Ae = 2.375 in2 16 4 Pweld = 86.4 k Pbolt := 0.5Fu•Ae Pbolt = 59.375 k 24 of 29 A Design of Connections: U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 1/2" Cap Plates W16 Beam\Typ -L Full Pen. TS8 Column Use: 1" d A325 SC Bolts: tm := -lin v,:= 1.33:= 8in 16 MmaxC MmaxC = 96.78 k•ft T = C £:- C = 145.17 k d Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy alzCL:= 13.4k •wf Vallow = 17.822 k Tallow := 19.4. k •wf Tallow = 25.802 k No. of Bolts Required, N:,,:_ C N = 8.146 say a:= 8 Vallow Use 8 - 1 "4 A325 SC Bolts for the Connections, values are conservative Base Plate & Anchor Bolts: nA:= 12in f := 3ksi := 12in Pc := 15k Mmaxb = 94.257 k •ft pRISA = 14.997 k ZOA:= max (Pc, pRISA) Pci = 15 k Mmaxb T = C:= d1 C = 94.257 k Using 1 1/2" (I) A307 Anchor Bolts := 35.3k := Tb•wf•2 Ttb = 93.898 k Use 2- 1 1/2"k A307 Anchor Bolts, seismic values are conservative Assume: 16"x16" Base Plate: 1!:= 8in f:= 36ksi tk:= 16in := 16in bf.:= 8in 2 Ap := b•d Ap = 1.778 ft2:= b 6 S = 682.667 in3 Pci Mmaxb Pci Mmaxb fp1 := A + S fp1 = 1.715 ksi fp2 := Ap- S fp2 = -1.598 ksi P Fg := 0.35fc Fp = 1.05 ksi Fp > fp fp := max (fp1 , I fp2I ) d - 0.95•d2 b - 0.80Lp m := m = 2.3 in n := n = 4.8 in Governs AA", 2 ANA 2 d2 • bf n1 := n1 = 2.449 in fp 4 µ:= n t = 1.817 in Use 1 7/8" Thick Plate Use 1 7/8"x 16"x16"Base Plate 0.25•fy 1.33 25 of 29 • U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Footing Design: fes:= 60ksi fc = 3 ksi X4:= 150pcf V1:= 100pcf•2ft wf = 1.33 Assume 8'6"x8'6"x2'0" footing: nkRn:= 8.5ft ,:= 8.5ft tf:= 2ft MmaxT2 := Mmaxb Af := b • d Af = 72.25 ft2 DLc := Pci DLc = 15 k DLs := Ws•Af DLs = 14.45 k = Wc•Af-tf DLf = 21.675 k 2.6:= DLc + DLf + DLs DL = 51.125 k d _ MmaxT2 4, DL - e) .3 Lf = 7.219 ft #1,&:- e = 1.844 ft Fes:= SBC•wf Fp = 3.325 ksf Fp > fp U2 DL 0.5. b• Lf la=Lf(Lf - 2) fp3 = 0.685 ksf fp = 1.666 ksf Column Center Line -e-- F : FOOTING• • -- Lf Mme:= (DLf + DLs). MresF = 153.531 k•ft 2 MresF Fma,:- FS = 1.629 MotF &a "Fdn. Is Okay" if FS > 1.5 "ReDesign Fdn." otherwise R fp MM:= Mmaxb MotF = 94.257 k •ft Result = "Fdn. Is Okay" Reinforcement: ,:= 20.5 �cf:= ksi•ft conversion factor d11 := 24in N'uM:= 1.7 + 4 • DLr + LLr) 1'4 DLr + LLr)] A.U•= Mu As = 1.782 in2 Amin = 0.0018.1ft•d11 Asmin = 0.518 in2 4•d•cf A5 := 0.31 in2 Area of # 5 Bar QA5.13 S = 17.747 in "YY". As LLr DLr Mmaxb Mu = 146.098k•ft Use #5 (a7 12" Each Way, Top and Bottom 26 of 29 a alp U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Base Plate & Anchor Bolts (PP - TS4): Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy 11A:= 12in fr:= 3ksi 12in Pte:= 15k MmaxblTS4 := 5.612k•ft pRISA1 = 10.094k P:= max (Pc, pRISA) Pci = 15 k MmaxblTS4 T = C := d2 C=5.612k 4:= 1.33 Using 3/4" di A307 Anchor Bolts Aa:= 8.8ktt := 2•Tb•wf Ttb = 23.408 k Use 2- 3/4"4:1A307 Anchor Botts Assume: 12"x12" Base Plate: IRA.- 4in fx:= 36ksi tom:= 12in ,9A:= 12in bf := 4in 2 = b•d Ap = 1 ft2 ,:- b6 S = 288 in3 Pci MmaxblTS4 Pci MmaxblTS4 la:- — + fp1 = 0.338 ksi 1,p4:- — - fp2 = -0.13 ksi Ap S Ap S Fes:= 0.35fc Fp = 1.05ksi Fp > fp fes:= max(fp1 , Ifp2I ) d - 0.95.d2 b - 0.80Lp m :- m = 0.3 in n :- n = 4.4 in Governs '"^^ 2 Am 2 d2 • bf a:= 4 n1 = 1.732 inAwt fP = n t = 0.739 in Use 3/4" Thick Plate 0.2541/. 1.33 Use 3/4"x 12"x12"Base Plate 27 of 29 Air U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 ootit q © si;c tEP s4 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy ate:= 2500psf U:= 60ksi fc = 3 ksi 1/ := 150pcf 4§A:= 100psf wf = 1.33 Assume 3'6"x3'6"x2'0" footing: ,:= 3.5ft,:= 3.5ft 4f^:= 2ft MmaxblTS4 = 5.612 k•ft Af := b -d Af = 12.25 ft2 DLc := Pci DLc = 15 k DLs := Ws •Af DLs = 1.225 k 2,..6f6;= Wc•Af-tf DLf = 3.675 k a := DLc +- DLf + DLs DL = 19.9 k Mmaxbl TS4 d 1 DL e = 0.282 ft 1 := 2 - e) •3 Lf = 4.404 ft DL 0.5•b•Lf Fes:= SBC•wf := Lfl Lf - 2) Fp > fp fp = 2.582 ksf Fp = 3.325 ksf fp3 = 1.556 ksf Column Center Line — U2 e FCpTINb• fp3 Lf fp Mme:= (DLf + DLs) •-d2 MresF = 8.575 k•ft Mc^:= MmaxblTS-MotF = 5.612 k•ft �.- MresF MotF ..amu:= FS = 1.528 "Fdn. Is Okay if FS > 1.5 "ReDesign Fdn." otherwise Result = "Fdn. Is Okay" Reinforcement: ,:= 20.5 ,:= ksi•ft conversion factor LLr DLr 1.7 + 1.4 Mmaxt Mu = 8.699 k •ft 2411A:-DLr + LLr) (Db. + LLr)] Mu = 0.20in2 Use #4 (W., 12" Each Way. T&B As = 0.106 in2 Area of # 4 Bar Nv vwd= 0.0018.1ft•tf Asmin = 0.518 in2 A4 •b S = 16.204 in Asmin 28 of 29 • U.S. Restaurant Design One McDonald's Plaza Oakbrook, IL 60523 Project : 046-0005 Region: Northwest Date: 10/19/2007 Calculations By: PMPensy Footing Check (Shear Walls "A" & "C"): 60ksi fc := 1500psi ,:= 0.15kcf := 0.10kcf Mme^:= V3•hs Mot = 202.486 ftk Try 1.0 ft Deep x 2 ft Wide x26.67 ft Long Footing ,:= 1ft ds := 12in w:= 2 -ft M:= LsA + 3ft 1= 29.67 ft Pwall DLwall.hs•LsA Pftg := tf•w•I•Wc Pftg = 8.901 k Pstem := 8in•(ds)•I•Wc Pstem = 2.967k Psoil := (ds - 6in)•I•Ws•(w- 8in) Psoil = 1.978 k Pt:= Pftg + Psoil + Pstem + Pwall Pt = 20.956 k 1 Pdl•LsA "MSP":=Pt- 2+ 2 Mres SF := Mot Mot A24:= e = 7.69 ft Pt + Pdl Mres = 382.574 ftk SF = 1.889 Safety Factor, SF > 1.5 OK I:_ (-1 - eJ •3 Lf = 21.436 ft 2 •- (Pt + Pdl)•2 fp;RA- 0.924 ksf fp < 2.5 OK Lf •w 1.33 /column Center Line -- U2 e FOOTING fp Footing Check (Shear Walls "B"): Vr := 0.15kcf 10l := 0.10kcf Mme:= V1 •hs Mot = 100.116 ftk Try 1.0 ft Deep x 2 ft Wide x26.02 ft Long Footing ,:= 1ft 12in w:= 2 -ft M:= LsB + 3ft 1= 29.02 ft 4:= DLwall•hs•LsB Zfat := tf•w•I•We Pftg = 8.706k PM St d:= 8in •(ds)•I•Wc Pstem = 2.902k (ds - 6in)•I•Ws•(w- 8in Psoil = 1.935k P= Pftg + Psoil + Pstem Pt = 20.48 k 1 Pdl • LsA am= Pt- 2 + 2 Mres Mot Mot Mres = 368.848 ftk SF = 3.684 Pt + Pdl e = 3.872 ft LL:=C2- 3 Lf=31.914ft (Pt+ PdI)•2 fp Lf•w 1.33 + Pwall Safety Factor, SF > 1.5 OK zcolumn Cent er Line — U2 -� - 0.609 ksf fp < 2.5 OK e 29 of 29 FOUTING D fp Company : McDonald's Corporation Designer : pmp Job Number : 046-0005 Tukwila, WA Oct 12, 2007 10:40 AM Checked By: Global Display Sections for Member Calcs M1 5 Max Internal Sections for Member:Calcs Cold Formed Steel Code '; 97 Include Shear Deformation - =:_. Yes Merge Tolerance (in) . ` .12 P -Delta Analysis Tolerance <= 0.50% Hot Rolled Steel Code M1 AISC: ASD 9th 4 Cold Formed Steel Code '; -, ,_. ...,.... SEC3 AI -SI 99: ASD , • , - =:_. NDS Wood Code g Typical NDS 91: ASD .. _M2� i +.s NDS Temperature.' . .- <= < 100E _ ;,•;. Concrete Code Rectangular ACI 1999 ,rc"T Number of Shear Regions M1 N1 4 -, ,_. ...,.... SEC3 Tube !Region Spacing. Increment (in) HR2 g Typical 4 _, .. _M2� i +.s '� ,, i - -;` wN3 r'' ..�_wN4'u���T Concrete Stress Block d R` �4SEC3��� TSF".-: �" F. �-�Tibe`�ti''�'ty�Beam'�=�HR2��1`��.S��T•y'pical Rectangular 5__.._? ,rc"T 3 Use Cracked Sections ' N2 N6 Yes,--- ; •,, " rM Bad Framing Warnings Typical `�"=-1.---,T---A 17.*,M4. No '. ,5- IN6` : ' `G. s .. t,T6i, , :� ;•+•.a kl Unused•Force Warnings'. . '2,-.7,,i-'','':,. i.Yes :., = ;'ot Member Primary Data .1 Joint Design List Desi n Rules 1 M1 N1 N2 -, ,_. ...,.... SEC3 Tube ,,,. ,> Beam HR2 g Typical g;27:-4 .. _M2� i +.s '� ,, i - -;` wN3 r'' ..�_wN4'u���T i2�`^.'i. rr, , ��._�s d R` �4SEC3��� TSF".-: �" F. �-�Tibe`�ti''�'ty�Beam'�=�HR2��1`��.S��T•y'pical : ,r.e� 5__.._? ,rc"T 3 M3 N2 N6 , -. u ,.�:; SEC2 Tube Beam HR STL Typical `�"=-1.---,T---A 17.*,M4. 1iJr .°1:Mit t '. ,5- IN6` : ' `G. s .. t,T6i, , :� ;•+•.a kl S ,:e st' - ,' SSC:1;�:°.skT`ube,�'.��tiBeam�.4u�:..HR2;aytiEal��� s ; > ,w cu.u.y t ;-_ 11.15 5 M6 N8 N7 0 SEC1 Tube Beam HR2 Typical :6e,: C.{ ::M3a;''<��� �; ON6 �} �`�' �G,NB'�s�--i ii��'; . z.�; �;"_, =:a;.SEC2:..•s � r �;,� ;.$"fiib'e,r.�z,iBearri�._=kHR�ST.'#s:�.�;,TiyPical:<....� �. �„ ,� , �„�. �: ,;�4�. 7 M3b N8 N4 �F}`==� bib" �..��� SEC2 'Tube Beam HR STL Typical Hot Rolled Steel Design Parameters Label Shaoe Lenathtftl Cm 1 M1 SEC3 20 0 • 2. 1.2 1.2 .' ar20 G . Yes .2;, - c,,SEC3 o20aiRb 36.92 . , -. u ,.�:; '._ Ck , tiA: m; v� ?.. s �IiiityYes 3 M3 SEC2 11.15 N5 11.15 0 0 1.2 1.2 N6 11:15. • Yes :e4.-.4. i. .: NI4`' ,r nSECIs f.; `=�20. ..t: , ., �, - r< c .t .�,....:>: �Lrs.:�.;, r ,' `� ,. ��;T' . . a r+. .�1a2�=1�^2 ;x'. 8 �F}`==� bib" �..��� =�,'�=�° °� Ma:A; ..� x B ��: �; +'�i Yes 5 M6 SEC1 20 1.2 ., 1.2 Yes . 6 =M3a- ��SEC2N. '12, :�, • .. ; tc_ a:'1'.0 .. �'�....��:��1:?2?J -,T,'.;;•'.- :24 -.�.�€rp ,'t,-ta..',"q.Nes 7 M3b SEC2 13.77 1.2 1.2 Yes Joint Coordinates and Temperatures 1N1 0 0 0 2. N2 :0', .. .' ar20 G . '• , ', p',• ' 3 N3 36.92 0 0 '.t,!4 Na 36'.92 - .•'',4,26.2‘;':::'..4_',.,,,, :; r.., ,,.i z0..='.. 5 N5 11.15 0 0 ::6 N6 11:15. • .. '20 ... . • `. _ . a _::"w IO''....`,Y 7 N7 23.15 0 0 ;x'. 8 N8 .. - 23:15 20 •;,.3!s J ' , , .. ;0 , , RISA -2D Version 6.0 [K:\...\...\- Northwest\046-0005-00-0 Tukwila\Admin\Structural Calcs\pprisal.r2d] Page 3� Company : McDonald's Corporation Designer : pmp Job Number : 046-0005 Tukwila, WA Oct 12, 2007 10:40 AM Checked By: Hot Rolled Steel Properties Label E fksi G fksi Nu Therm VIE F) Densitv[k/ft^3 Yieldfksi 1 HR STL 29000 11154 Beam HR2 .3 4.095 .65 9.128 l:`:':2 'SEC2 ` .' .49 36 Beam ,_ ` -- 2 HR2: 29000 . - 11154 .•.-: •. :3., ,.Y.:. -.65. ,..• : ' . ; :49 46 . ' `: Hot Rolled Steel Section Sets Label Shaoe Design List T 2701 fi... I (0.1801 fin4 1 SEC1 HSS4X4X5 Tube Beam HR2 Typical 4.095 9.128 9.128 l:`:':2 'SEC2 ` .' .`". W8X24 ' ;''Tube Beam ,_ 'HR -STL ' '.Typicaly :. °:7'08 , '' 18:3:•'-'•-. :``• 82:8 =t: 3 SEC3 HSS8X8X8 Tube Beam HR2 Typical 13.458 124.613 124.613 Basic Load Cases BLC Descriotiion Cateao Gravi Y Gravi J in Distributed 1 Wind Load WL N2 -.49 00 L 1 -.653 {�. 1, _'ice' s:2� , 1 2 . .. :;Dead+Live=ti..}'OL1. 'r �.�'"=l n t �C � _ t �:: .:.�'� �� ... '.Yt,` a'; ..,r.- ..• .. --';•.,1'.2.:•`7,,t71.-. 0 4:= 3 .r. ,y 1 Load Combinations 1 Description SolvePD... SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC acto BC a t r BLC Factor BLC Factor Total Load 1 1 2 1 Joint Loads and Enforced Displacements (BLC 1 : Wind Load) Joint Label L.D.M 1 N4 Direction Macinitude[k.k-ft in.rad k•s^2/ft] -7.511 L 1 X Joint Loads and Enforced Displacements (BLC 2 : Dead + Live) int Labe -ft in rani k•cA 1 M3 Y N2 -.49 00 L Y -.653 {�. 1, _'ice' s:2� , 45-• - iy � -. r:�.... 0 ]?: ... .N4 'r �.�'"=l n t �C � _ t �:: .:.�'� �� ... '!`,1 1 . �.^ :t •'1 Y+i V. 4^V � �:L, -�� aif c.... �i-'.e• , , -.10.= -Y:1 -•:-:',7i y / "` t gym. Y , n..a. :#:' i T.�' .:.� _ i'.. .44-+-14 x f � is ;�:.,:.: �.: m',:>... 653a:':.•i;_-, -�!r1. Member Distributed Loads (BLC 1 : Wind Load) M 1 ember Label Direction Start Macinitude[k/ft.d..End Magnitude[k/ft d... Start Location[ft %] End Locationjft %] M1 Y 0 0 0 0 Member Distributed Loads (BLC 2 : Dead + Live) ni , �.•IefL/fF rf Cn,4 �A�nn16..1nf4/ff ,1 Cfo.f 1 nnnf:nnfN ° 1 M3 Y -.49 -.49 00 .020 2 Mia Y': ,. .49. , s49: a;° 0, . - •a. i v5., . 0- :�?I,; 3 M3b Y -.49 -.49 0 0 Member ASD Steel Code Checks (By Combination) Fbfksil 1 1 M1 HSS8X8X8 .422 0 .020 0 20.565 36.791 40.47 2.3 .85 H1-2 2 •: .1.=: = ' M2 • HSS8X8X8: ',•>.367.' :. 0 • - '•;•:016` ..;, 0 • ; 20:565,, •36.791:' Y40:47._ ,2:3:. :85 :1 ,:H1-2: 3 1 M3 W8X24 .631 0 .157 0 17.322 28.793 28.793 1.889 .85 H1-2 <4. 1 r i. M4. ' HSS4X4X5' ,`'::353.: `. i'.. .007 _ `0 .: :.5:35. ; _.36e791; >-36i79;e,i `2:3-•• '?x.85- : H11=T, 5 1 M6 HSS4X4X5 .966 0 .008 0 5.35 36.791 36.791 2.3 .85 H1-1 - • 1 K -. d 3 - W85(2.4:!'",,5::-271',=! x -.12.-':':'x;:106: t;.;:: -12N !:161'1;i07': 28':793 P %f28:x793._ ;11,7,11,11.8.544 ` H4=2' 7 1 M3b W8X24 .449 12.479 .165 0 13.063 28.793 28.793 1 .85 H1-2 RISA -2D Version 6.0 [K:\...\...\- Northwest\046-0005-00-0 Tukwila\Admin\Structural Calcs\pprisal .r2d] Page/ Company : McDonald's Corporation Designer : pmp Job Number : 046-0005 Tukwila, WA Oct 12, 2007 10:40 AM Checked By: Member Section Forces (By Combination) Shearfkl Momen' k -ft 1 1 RISA -2D Version 6.0 [K:\...\...\- Northwest\046-0005-00-0 Tukwila\Admin\Structural Calcs\pprisal .r2d] Page 2( 3'� M1 1 6.491 -3.684 -42.959 6.491 6.491 -3.684 .. -3.684 =24.54 . . 3 3 -6.122 4 4 - 6.491 .. -3.684 , . :12.297 5 5 6.491 -3.684 30.715 .6 1 M211'''.:...`. 1 `1.262 -2.963 ..;.=38.276 7 2 1.262 -2.963 -23.459 >'.8 3 1:262 -2.963 ,:-8.642 9 4 1.262 -2.963 6.175 .:.:10 : ;:: 5 r 1.262 -2.963 . -20.992 11 1 M3 1 3.684 5.838 30.715 1.12- - 2 3.684 4.473 16.344 :., 13 3 3.684 3.107 5.781 14 .•-. =:4 , -` .. 3.684 ` 1.741 .....'; ' .: ::976 15 5 3.684 .375 -3.925 ?16 1i..: .' ,... , ` =.. M4.... 1 ; 1.549 =:426 •:= is - •:4.319 17 2 1.549 -.426 -2.191 118 a .3 •-'1 0' ' 1.549 .'`;#!` . ' 1-_:426 '''''.T- �' ,:1U.,:, . y-• a -..063 19 4 1.549 -.426 2.065 ;'20 e'•.•:?-; '^' n'.... ;t a' .'.r. =.5 . 'i :, .. : 1:549 i '. --:426 `; '' ,:,'P "•4.193 T^611 21 1 M6 1 10.094 -.438 -4.487 t22 :::',1g:.:.;. l;• .. , ,�z' 5 vi1;a!:n, ',:!U: 2 ; f ;. :5.:,:10.094:'- -- :;:T.._ . :438 } .: ::1=' z,'�-2:295 ,3, ;z; 23 3 10.094 -.438 -.103 '24. '.i7. ,,.•:•'. -1,l, . .'., . .:r " Mt'� :.,.'4,k ,; '; .. ,:;:,:i ,4 . _' '. ";...10:094' 'tilt'. ..it .'1`. '.438: -a p<:N:ir+ tea. Q;i2:088,. : 25 5 10.094 -.438 4.28 X' t?�26• i. ('S- :s,..1 ._. ;kb -f''''.`;-. .T'.:, :F;- 1 7. l .;--�>�.;-7�M3as�`'�.��...,...,. ,�e.,"�,:_,�1,.,:,t�� r -a '- . - S_ G�. �*�N.. c.. -'1:' �:;..5-4.109. ���r� � ,'^.n•i ,. '- ',�:.Q�,+ =_,G,'°1.924.4sa�,�-.,•��sz:�'���394 Nr• )- ��,�� 27 2 4.109 .454 -3.172 $..`2p•: U ; ; •...';•;2',47:'g• •} i11 t`z2. a. -s-•- 1 ,> , ,, ; � `: t.r•3' , 11. i J x.,;•�t' _ '4.109, : .•; . _ ''' 'r' T- ! .1, � r -1'.016 ..,. � . }} :': ,..^..2:328 ;•i•-.':="1 29 4 4.109 -2.486 2.925 =�30' '...-,.a. • '2' .... , P-.i:d ..a:. ,. ;;.: ;„Y5 t.7,.! ;..4:109 .., _t;".3.956 s;` :•?krs::712:589i -r"A 31 1 M3b 1 4.548 6.138 17.076 32 .. ' . K r'; .4-..,.' S .. x i'-'174.: 2 �... - ?4 v..'- 4.548. -).7.-.. "=4 '.4`451 .. :7,z : 1.152 ` -` 33 3 4.548 2.765 -13.572 534 • :, - . , •, _ .. _. , -. ,-• ,_. ,,. '.. 4 . , F.'' . • 4.548 ' - • . , • `1.078 . - J-1'.',-..20.186'- , „= 35 5 4.548 -.609 -20.992 RISA -2D Version 6.0 [K:\...\...\- Northwest\046-0005-00-0 Tukwila\Admin\Structural Calcs\pprisal .r2d] Page 2( 3'� 4 �1 Company : McDonald's Corporation Designer : pmp Job Number : 046-0005 Tukwila, WA Oct 12, 2007 10:40 AM Checked By: Global Display Sections for Member Calcs 5 M1 Max Internal Sections for Member Calcs 97' . -. Include Shear Deformation Yes ,:. Merge Tolerance(in) :: _:' .12 `' '.' ... . P -Delta Analysis Tolerance 0.50% VU Hot Rolled Steel Code M1 M1 4 AISC: ASD 9th iRegion Spacing Increment(in) Tf, , ;Cold; Formed Steel Code:: ' ,:. " AISI 99::ASD .. 1 .710. Beam,_HR2 NDS Wood Code Rectangular VU :Use Cracked Sections ! . :, , ...,. NDS 91: ASD ; NDS Temperature'.. ; ' , Bad Framing Warnings 31 < 100F, ' ; :' Concrete Code Citi ed Force°Wairii'ngs r:...:... ; i HR2 aW-41-aypica : ACI 1999 ',:,-;417:",g Number of Shear Regions M1 M1 4 N2 iRegion Spacing Increment(in) Tf, , 11Ian nl {11 w .65 .. 4 . , ,_ .wv Concrete Stress Block 1 .710. Beam,_HR2 IVIQlGI IQI Rectangular VU :Use Cracked Sections ! . :, , ...,. ' ; 'Yes '.4 ' , Bad Framing Warnings 31 , SEC.1 No ' uTube_> .3§,4Beam Citi ed Force°Wairii'ngs r:...:... ; i HR2 aW-41-aypica : •Ye r:..., ',:,-;417:",g Member Primary Data 1 Joint 1 M1 M1 Ni N2 ..v .3 11Ian nl {11 w .65 .. SEC1 .wv v v yrl wa Tube 1 .710. Beam,_HR2 IVIQlGI IQI VGJIVI1 I\UIGJ Typical VU WW1 J... L«:.3A-t...1<1 3.w _. _'i N4;''4' !� 1, ' 31 , SEC.1 �t<:t ' uTube_> .3§,4Beam g ; i HR2 aW-41-aypica �4MQr�. 3 M3 N2 N4 'OYes % 3 SEC2 SEC2. Wide Flange Beam HR STL Typical Hot Rolled Steel Design Parameters Label Shape Lengthrftl Lb outrft� Lb- 1 HR STL M1 SEC1 13.33 ..v .3 11Ian nl {11 w .65 .. .•• �.._.•.•j. —r..a rwl..v vv lila 1. ,,, 1.2 1\-111 1.2 VIII VU WW1 J... 111 JVVOy Yes W2'..LT! �' M2';,4 ' �YSC1 T,tfSe 3< e�," 4Rq 1.i g 4:7 •:r:� �4MQr�. 1x,2Z 12u3'����� YE ., 'OYes % 3 M3 SEC2. 36.92 i:`4. 1.2 1.2 4. . -4 Yes Joint Coordinates and Temperatures 1 HR STL .••_•. 29000 • N1 ....•.. 11154 ..v .3 11Ian nl {11 w .65 1 I 0 JJ 1 1114 2.. HR2 I cn lel ll- J '2 T cN2< &°: HR. STE .-. n 1 ......Y.5.1' ` a<"�^t 113 3x. _' 4!�Ia''40toki; 3 N3 36.92 i:`4. 4. . -4 , a r ;36:921� 30 ;, }.$ ,-'.','I''::y -f. 3� ?,g1.:^ :,tt: I �. , :.,, 00 s ° '1� t 1'`t Hot Rolled Steel Properties L • 1 HR STL .••_•. 29000 HSS8X8X8 ....•.. 11154 ..v .3 11Ian nl {11 w .65 1 I {JOI IJIaYI NIa .49 JJ 1 IGIUI,JIJ 36 2.. HR2 = 29.000 ` 111.54-'-: ..3 ;65 -' :: HR. STE .-. ,'x:49 } r. > r ; 46 =' . . . Hot Rolled Steel Section Sets Labe Design Rules 1 SEC1 HSS8X8X8 Tube • J'-" Beam •••`�•`�•,`� HR2 Typical ra 111 1 13.458 J fw.cr VI X1..11 w. I VVJ 111 IY 124.613 124.613 2 SEC2 ' . W 16X57 Wide'Flange : Bgam HR. STE .-. ' Typical'', :',',.16.-.8 ..1-7.1.:43.41.62:-0:!,758,,_ t;: RISA -2D Version 6.0 [K:\...\...\- Northwest\046-0005-00-0 Tukwila\Admin\Structural Calcs\pprisa2.r2d1 Page A' 3� Compan Designer : McDonald's Corporation mp Job Number : 046 0005 Tukwila, WA Basic Lod Cases Oct 12, 2007 10:40 M Checked By: Load Combinations s 'D sal ion olve • D Joint Loads and Enforced Dis /acements e� oint abel Joint Loads and Enforced Dis , /ace Jo) t Label 1,-2•-•441741. Mere Member Distributed Loads BLC 1 Lei Wind Load D`ectio S Ma.nitu. - k/ft d...E Member Distributed0 Loads Mei ber be BLC 2 : Dead + Live Dir ©Start a Member ASD Steel Code Checks awn`eeu.ee Sha.e :.,� HSS8X8X8 innsiai601) -1iSS8X8X8e ^W16X57 .670 v*'9448s 900 Ma.n k/ft d Sta ovation ft °,. En. L..r non B Combination Loc 0 36.92 Member Section Forces B Combination ombin an . on La b el Sec S ar UC .047 795^; .095 0 36.92 Or7�,Z,. 5411 1.807 ks 36.791 `; Company : McDonald's Corporation Designer : pmp Job Number : 046-0005 Tukwila, WA Oct 12, 2007 10:41 AM Checked By: Global Display Sections for Member Calcs 5 4 Maz Internal• Sections•for Member Calcs 97. `- :. Include Shear Deformation Yes Concrete Stress Block Merge Tolerance (in) .12 rt. P -Delta Analysis Tolerance 0.50% Yes'- . Hot Rolled Steel Code AISC: ASD 9th 4 Cold:Formed Steel Code !AISI 99::=ASD : "_. NDS Wood Code NDS 91: ASD Concrete Stress Block NDS.Temperature '< 100F'.: rt. Concrete Code ACI 1999 Yes'- . Number of Shear Regions M1 4 — -- N2SEC1 Region`Spacing'Increment (in) . ...,.,........,...,r., 4 . yyc Beam Concrete Stress Block 1-, J II r‘LIIVJ Typical Rectangular M2,4,.: . ':. Use Cracked Section8. P, ..;:;N4.:_ Yes'- . SEC:1a:=?ifk!a°i';'kTul Bad Framing Warnings ft'Beam::: No '';.1,.'..!:........;...-f.1:;":. Unused Force Warnings •'• . - Yes. , .. " 1.t Member Primary Data • 1 M1 - ----- N1 — -- N2SEC1 .._,.....�.,....y ...,.,........,...,r., .....,�y....wt Tube . yyc Beam ,via tioi HR2 1-, J II r‘LIIVJ Typical •2 M2,4,.: . ':. N3.';'.` P, ..;:;N4.:_ r,. _ L iXA:.'.,E SEC:1a:=?ifk!a°i';'kTul eW', ft'Beam::: •. H(40.Y.:1,,:,'Typicalzv;4 '';.1,.'..!:........;...-f.1:;":. 3 M3 N2 N4 - .,,r�s 1fr�r1� SEC2 Wide Flange Beam HR STL Typical Hot Rolled Steel Design Parameters Label Shape Lenothlftl Lb outlftl !b- 1 M1 SEC1 19.04 ...... 11154 . .... _.,.,...r r..y.. ..q. ....... . ....... -.., vn, vu vut a... 111 away Yes :_;2 !: ''r1`v •SEC1: T ,.1.9:04a',.,p '';.1,.'..!:........;...-f.1:;":. ,...,..:..;,,,,a-,-,:::•,, :�,er,...�...,., i .s :: � : . r,,, - .,,r�s 1fr�r1� . r2 2 �.,{�i ,•. =. ;__��.. ::; .:� _ •x, .aYe s:,ra, 3 M3 SEC2 19.875 ..-;z:.>- 1,0<, •, ;t T V 1.2 1.2 Yes Joint Coordinates and Temperatures 1 • N1 HSS8X8X8 0 ...... 11154 , uy 0 Typical I GIIIV irj 0 . 2 ': . .. N'•-'•'..' a. 1:'',.... ''':.t.0%. ''. ,C -';q.;'° s ;19.04'.:7 - "...:i'e'r :".'.: .:!:0-t U..2AT 3 N3 -i ..49 .: ,- . 19.875 46, 0 0 ':.: N4'`i' '','-'1'.'-.F.•`::::"`,'-1'9:875•'> >7'a - :i 99:04`'" .` Y`= ..-;z:.>- 1,0<, •, ;t T V Hot Rolled Steel Properties 1 HR STL HSS8X8X8 -, ..._.. 29000 ...... 11154 .... .3 Typical ...-..._., .... r.. .65 . v G1.JILY�Na .JJ .49 , .ciu�na,� 36 • 2 , .. .. -, :HR2 - : 29000 111.54: • -.3 " .65 ; :...: -i ..49 .: ,- . , . ' • 46, : ,: a Hot Rolled Steel Section Sets La Design Rules 1 SEC1 HSS8X8X8 — - Tube .. Beam HR2 Typical 13.458 124.613 124.613 2' . 'SEC2`' W8X31 Wide Flange • 'Be'am : - - HR STL ' ;Typical' 9.13`,:t i :37:.1.,.... 110 =- RISA -2D Version 6.0 [K:\...\...\- Northwest\046-0005-00-0 Tukwila\Admin\Structural Calcs\pprisa3.r2d] Page Company : McDonald's Corporation Designer : pmp Job Number : 046-0005 Tukwila, WA Oct 12, 2007 10:41 AM Checked By: Basic Load Cases 1 Wind Load .....7.., . WL ,, ..,'...'.� L ..vnn 1 run it _lJI51.11UuleU 1 2 _ Dead +: Live OL1 :.- \.,III 2. -•iK . L 1- ...._ .` Load Combinations 1 Description SoIvePD:.. SR.., BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BL(actorBLC Factor BLC Factor Total Load 1 (2 ( 1 1 1 Joint Loads and Enforced Displacements (BLC 1 : Wind Load) 1 Joint Label N2 LDM Direction Magnitudefk.k-ft in,rad k's^2/ftl L . X Joint Loads and Enforced Displacements (BLC 2 : Dead + Live) 15.19 1 I N2 _..___ HSS8X8X8 L '. 'v Y w..u.l 0 IVIavuII UU J^,^ -Il nI.ldu Il S 2/ftl -8.426 '.2} :.- \.,III - . _..>3;: . -•iK . L . :.` .- ..;.f�: '..r;YfK"�-" ';;' -.:> r ,.f#4 :-1'-84426','. r"s._` 1? Member Distributed Loads (BLC 1 : Wind Load) 1 Member Label M1 Direction Start Magnitudefk/ft.d..End Maanitudefk/ft.d... Start Locationlft %1 End Locationfft.%1 Y I 0 0 0 0 Member Distributed Loads (BLC 2 : Dead + Live) Member Label 1 M3 Direction Start Magnitude[k/ft.d.,End Magnitudefk/ft.d... Start Locationlft,%1 End Locationfft.%1 Y -.053 -.053 0 0 Member ASD Steel Code Checks (Bv Combination) Fb k ' 1 1 M1 _..___ HSS8X8X8 __ .....-. ' .806 -....'... 0 ........,. .... .041 w..u.l 0 ' nlw'i 21.703 I ynall 36.791 f suI 40.47 Vu 2.3 \.,III Cin H1-2 ":,:i0.1 4. `,: ".'.M2'4%1. .. -1SS8X8X8. ' '840' 0'':,, "':042 . Fo IOtt 217031`g!36791lf,'k`40:47 a c2j3 .85 V. Helm.. 3 1 M3 W8X31 .958 19.875 .150 19.875 9.875 28.793 28.793 2.3 ,T.-‘. .85 H1-2 Member Section Forces (Bv Combination) 1 - 1 ..._...-' ___. 11;11 ....v 1 r.n,a'�M 2908 JIIGOI1l�l 7.505 IVlulIIellLIrl-ill 84.016 2 _ "21.'90 , 7 505_• ` : �c48ci293 `.' 3 3 . 2.908 7.505 -., 12.569 - :, 4 _ •'. 2,908-.:.:.:. " =• it;7i505 :: _' . 55 2.908 7.505 -58.877 6 ._. 1 i .•M2''' 1 1"',I.:997. -0t`71685' 85..64`.,11:‘",,1?. 72 14.997 7.685 48.492 8 ; ; 3 :14:997_: =::" ;fi,7.685x, ---,. 1,1:911 :1 9 4 14.997 7.685 -24.671 10;, 5 '.14:997" ,7<685.: :: , : , -61.252--::_:.,,. '.< 11 1 M3 1 7.685 -5.518 -58.877 ...12., ' :. -= 2 - • :7:685.;..- . :; -. i. 1-5:781: _ :..::' .;-30.807 ::, 13 3 7.685 -6.044 -1.429 14 4 :.7:685;.`.. ' '': _; ;x;6'308.:;; ,'..=, 29: ....a 257` 15 5 7.685 -6.571 , 61.252 RISA -2D Version 6.0 [K:\...\...\- Northwest\046-0005-00-0 Tukwila\Admin\Structural Calcs\pprisa3.r2d] Page .7' 2J. (p Tukwila, WA 046-0005 Date and Time: 10/11/2007 11:06:20 AM MCE Parameters - Conterminous 48 States Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = -122.273462 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 133.7 Map Value, Soil Factor of 1.0 1.0 046.0 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 133.7 Soil Factor of 1.00 k 2% ^,,) , Vgq 1.0 070.8 Soil Factor of 1.54 tJ P l 2-- k S b Q C Oekd Via' ' D ' c -s--5-v-41"'° Se Ty: 6„foms ..06-5( Load Tab /Snow (H°/) Allowable Uniform Load (pif) 16" WaII Depth Span 20; 22_• 26 28 32 1:36?: 40 =41-. 1;48 sa 54. saw5 60 .6tie2 asap 168,E :`173;1 EW® 451 406 368 335 292 251 221 196 175 157 142 128 117 106 93 83 74 66 59 53 48 4.41. 40 :.Depth'at Ridge.' 36•" 40" 455 4591463 4 8 48 52 77 I 6 4251408 377 409 409 416 421 425 4081377 372 375 378 381 38513891377 342 344. 344 348 348 354 316 317 319 322 323 327 285 295 297 299 300 302 251 276 277 278 280 28, 221 247 259 261 262 263 198 220 242 246 246 248 177 197 217 231 233 234 160 180 196 213 220 221 145 162 177 192 209 210 195 182 132 147 121 135 111 123 168 102 92 82 74 67 60 55 114 105 98 90 81 73 67' 55: 162 148 135 125 115 107 100 93 87 79. 72 66•; 177 161 148 136 125 117 108 101 94 88 83: 77' 190 174 160 147 135 125 117 109 102 96 • 89 • 84 359 328 304 284 265 240 234 222 211 196 188 177 157 163 146 154 135 142 125 135 116 126 109 116 102 90 110. 45' 102. 96 42 51 60 71 79 •85 90 • 38 46 56 65 75 -80 86 28" Wall Depth 2• 'Spam X28` 57 2 . ti .48", .526.1 40r� :44.1 :fi9s-1'64.; 490 490 493 449 452 412 410 410 440 444 447 449 452 412 410 410 397 402 405 407 409 412 410 378 .r"364' 373; ,873•.376£378? 336! '34. 14'4 ' 3@1 %338' 31Z 318:'32,, '16:'k3ia. 287 291 294 296 297 298 299 269 273 275 277 278 277 277 230 256 259 260 261 262 259 :?1:74 1$4• :1:76, 2• pA 132„ ":414. .46 x:41' 6.50" 2'f= .111? .::158 s. -1,66,E ,168 161 147 135 124 '107• • 367.4 33.. Sr*, •236; •135; 177 184 149 139' _'12.7.' '119' 99109 92 1104 86 97 81 76 71 H .91 84 79 37?0; 341: 916% 243 230 2.121 193 177 162 ,150. 1.39. 128 121 112 105 98 93. 86 74 81 70 76 372' 342. ::31'7; 245' 232' 220 205 194 178 163. •151' 140. 2464 233; '221` 247' •22i' 47- 298 280 259 2425 234) '221, 207 211 210 210 200 200 201 200 186 192 191 191 176' 163 15.1 • 131 140 121 130 113 122 107. 100 92 114 106 100 178, •169• 158 150 138 131 123. 115 108 180; ":74•;: '163; 154 144 135 128 120 113' 101 107 95 101 ,180; 173. 164' 157 147 140 132 125 118 112 .106 20" WaII Depth Span 20.. 2211 .26 28• 30 > 36, t. 44r! 71 •58 .^er'S ;•621 t r4 T'66 Depth at RId91'. }:c:. ,•^; =✓;.r_ 32. 36"i 40- .44'1 46: 71 ® _ 463 464 4 473 418 419 423 426 381 381 384 387 1391 348 350 351 300 324 324 261 296 301 229 259 281 282 203 230 256 265 205 228 249 205 185 168 477 432 4371 441 428 432 437 441 389 391 399 181 184 166 151 162 146 133 121 111 103 93 82 . 74 4 9. 45:• 137 125 115 106 98 91' 355 327 303 226 203 186 153 170 140 154 128 141 118' 109' 102 83 94 74 88 67 82 ;61 56.: 51`• 130 120. 112 104 97 90 85; I 356 358 .361 329 330 332 305 305 307 285 267 251 236 222 201 184 187 154 142' 131 121 1.13 105 98' • 92" 286 268 252 236 225 213 287 269 253 239 226 215 198 204 181 188 167 179 153 141 131 122 114 106 99 93 s6:• 164 152 141, 131 140 122 131 114 121 56". 364 334 309 288 269 253 239 226 215 205 195 182 170 158 151 64 107. ' ¢.. 103- 47 56 67 77 83 89 43 52 62 72 78 84 32" Wall Depth . ;Spa = 4.5-n 4a_ze� 324 38` 4rrg 131 4411; 48,1 52 ,A`x,.5.4117 1-4;56••? 62 68' :1 67,a 4791. :73' ii,,,i ai ., _ Depttitat:Hid p :44. •gEvaamsEameamacm 492 498 451 449 412 405 405 382 447 447 451 449 412 405 405 382 409 410 412 414 412 389 389 379 36,378 .32.1;•;52.; 298 298 279 280 263 263 114 107: 100. .372 296 278 256 -2421 180 166 152 1417 30; :121' 110 103 97 es 9.11 37.5; 6. 320: ar. :• 3�3139.: : ,322; .322; 300 301 302 296 280 280 282 283 264 260 260 260 249. ;2351 "247 35. 2;4Q�•, :232f 2114: 198 181 167 25 .2181 205 197 182 152' 1663 14i 131' '142 121 113 105 99 93 87" 133 123 116 09 '102 95, 210 202 187 176; 164'. 1&4 142 132 124 116 109' 103' 2491 '231: 223! 213 200 192 182; air 160: 150 141 133 125 1161 111 ®X82 78 B .86i •249' 239) '235' 2344 '223. 22 212 203 193 212 199 193 274 274 262 239: 234. 2211 207 799 188 Pitched TISim Series 24" WaII Depth Span :20< 6 ;;32x1 36p ti52t ,•VL S .1581/ :`aQr {, .6211- r., 06.10..! - .,t plh-at n dge ...:rs5-- 28'.- 44 4721477 353 299 267 482 4841487 4401445 426 1429 4291 435 1437 440. 445 387 388 393 3951397 3991400 362 363 365 334 335 336 309 311 312 2911 292 292 2721273 274' 256,257 258 51 242 242 243 229 229 230 217 218 218 233 206 186 167 1 137 125 113 105 95 88 81 . 73 68 60 54 49;; 356 329 303 258 236 210 190 172 156 142 129 119 110 101 94 • 359• 331 308 .40. 286 289 264 270 236 254 212 235• 193 212 175 192 159 174 146 159 133 147 123 •114` :105 88 98 81 90 74 86 ..67: 6.1, 5661. .80. 136 125 115. 107 101 94 Q8 : •821 290 2'/2 255 241 226 207 190 175 160 148 137 126 481. 365 338 313 200 207 187 194 174 181 158 146 136 171 159 147 450 450 406 365 338 314' 208 198 188 176, 164: 155Y 117 126 137 146 110 117 128 136 102 110 119 126 95 . 89 84. 103- 96 •9.11 111. 104; 1966. 18; •1.104.: 51 62 72 1 80 87 I 18 92 98 47 57 67 75 81 , 86 92 36" Wall Depth Spap Z' -26;Sk a"3drc tr"321: •1311":`+ „•40':1 r:?4 9,746 448 448 414 .37.��tt; .ms`s' '322' 299 279 264 248; 233: 2.19; 199 183 170 447 447 414 379; 349., `323° ?at'Rtii9ea.IH1. 411 6oi ` 415 414 3:. 358; '324; 301 302 279 281 265 265 250: 133; .P2y3 .250: 212 211 199 202 183 197 415 407 415 407 415 384 38 .884' 356 '351 235• 266 214 202 193 407 376 378 407 376 376 376 376 376 :360 360) .333 305 283 287 283 288 267 343 •343{ `32 = •.318 :3271 31.6f 281 28 266 255 266 255 246' 24.1 gn1 239= '233: 1 '` '223' '227 22a` 200: 208 206 206 202 204 199 190 191 485' 184'.47$i 50 192 190 189 176 Ita;.,08 r 56:.168:.82, ;186. • 182'..180; •17.9: 1 "1761 769' 1.161 52.4 .1..f:15'..:1551„1.674.' 1.79 ;179 ;1741 169 1 166. 166; .1.51 i ?i 4. 133' 1 U ,155: 163 :16,7•+ 165: 161; '•155 156 156 153 '156" 123 134 145 152 159 157 153 145 147 150 145 ��"`"" 139 143 135 5B` 115 125 136 144 149 144 146 14. as 6 107 116 127 135 139 143 138 13 131: 136; 132 `62 •' 100' 109- .118 126 132, ,..138. :132 12t 124: 126 125. ;'•=''6q' 4' 1 94 102 109 119' .125:_123 125 120 116 121: 120' 661 :391 96 , 104' 111 •118'' •122.: 920` 116: 109 115 113 68 a 104 109. 108 '••" NEI 104 112 117 114 110 Other depth combinations are available (minimum wall depth = 16"; maximum wall depth 64°; 704: 7s 98 105 111 108 ..106 software program or contact your Trus Joist representative for assistance in sizing other depths. • 1. Values shown are maximum allowable load capacities. Open -web trusses will be custom es designed to the specified 84•). Use the TJ-Beant® 2. Straight line interpolations may be made between depths and spans. 3. Values shown are maximum allowable load capacities of the trusses In pounds per lineal fool (pif) based on: p d loads. • simple span, uniformly loaded conditions, • an assumed 25% ratio of dead load to total load (eg.: 30 psf live/10 psf dead). These tables may be non -conservative if the actual ratio is higher than 25%. A more accurate analysis can be obtained bq using the TJ-Beame• software program, • top chord standard bearing clips. 4. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1"/12") with or both ends. Cantilevers are limited to'/ of the main span provided the inboard shear for cantilevered conditions is limited to 4,070 lbs. 5. Contact your Trus Joist representative for possible repetitive member usage increase where the criteria on page 9.7 laheumel cantilevers - at one or REV. 11/00 W D SIGN PROPERTIES Allowable Design Properties(') (100% Load Duration) Grade Width Design Property . :a.'Oepth:_�,. •':',,,....., • 47/&.a : 51/2",;' '.5122."?.' Plank ? Orientation 1'/a Y; t+ ,. 85/e 4 %` 914 * •'• 4 �i 9'/: c 11'�a 11.Ve i ~e x 147> • , 2, r 16 •' I ( t a ' 18 ,-;•,..", ,,,, • { 10 ' . +4 . r ; ..r _ , „ `;a f }ate.: 2;685 fi-a?rt. imber5 dcrnSLa;,;•,,' _7E7,t.r,, {„_ --.""+.? '), `s 1.3E 31/2„ Moment (ft -lbs) 1,735 1,780 4,550 6,335 7,240 10,520 Sheer fibs). 4,085 5,135 1,925 6,765 8.050 8,635 10,500 Moment.ot.lnertia (in.4) 24 49 20 111 187 231 415 `.Weight (p10). 4.5 5.6 5.6 7.4 8.8 9.4 11.5 1.55E a 1/<" Momeht.(ft;lbs). 5,210 7,975 10,920 Shear(Ibs)t;,;:':. 3,435 4,295 5,065 Momeht•of lnertia.(ln!) 125 244 400 Meight.(plf)• . 5.2 6.5 7.7 31/7„ MoMent(ft=)bs): 10,420 15,955 21,840 .Shear.(Ibs),_: ' 6,870 8,590 10,125 Moment'ofInertia:(in.4) 250 488 800 ;. Weight•(plt):... 10.4 13 15.3 7 Moment ? Mtcrollam©LVL _. j Sar ^. i., ` ate ' 35 Y4 4 't -PY p Z 1 x (tt lbs) 2125a -u -' .3 555 , 5 60 5,885 8;070 ,A,925.., 12130 :15;$55;: 19 375. ..i23,580, ..,''''',/.•Shear. (lbs) a +Uti•' ,�{` .....1, 830 a' r 4i :e2:410 ' *,e, cz ,3.075: 3160 3;740.3:950:;..1:4',655.:.5;320985-.,'i'161650.;1," 244 ti .400'...‘1.59.7!;....:11:','...85)4.:5. .Y..8.Z'`.. <15 .-9:2.'; ] 167ie;. `",1o.a"a � as •t' a Motre itof Inert a (in) t a ; 24 ,1 7p. ;. ;> � 56 , � x+ t \ 115 125 ;208 Weight (p11) I.t i.' --_. •;Moment (ft lbs)' ' 2 8.'- ,A. , , 1 .:,,_ ; 3J{ ; Parallai®PSL 1 ti r,t I; 4 7 a a r ;4 8-`# '75'1 P 1 _ 6i1 it ',.71 9,535 10,025 13,800 15,280 20,855 26,840 33,530 .,is�;Shear(Ibs)"; e3,!, 4,805 4,935 5,845 6,170 7,275 8,315 9,350 -d;>n r'.,,WeightZWeight' f4omenfdfi.lne�tia,(ini); 175 192• 319 375 615 917 1,305 (0101..ciP 7.8 8.0 9.5 10.0 11.8 13.4 15.1 F) E :ej•, 7,�• C�£�!4r � .{ 1` r 2 OE, , 7,�;�`p l�.;t.. •�,� :',. L u r� , �-Z ` 'Y 'Moment.(ff Ibs) G'c." ° '• ;, ' "' { .',• 12,4I5', ;13,055 -17,970 •19;900 • 6;035 27;169.1-A4,955' .9,415. 10,825 ,.'41665 12.180 :,.; •; 1 ; Shea�'(Ibs)'1` �` ° " ! +.' � . +1s` i ' 6,260( ••1430 •7,615 Moment;of°Inertia,(in`1).6..1:11$7:;:..1'.:r d t. t.,' ,�,488::':':...''''.80.0,';.-.":1;195','"11001'.. -''231 . /250 •' ..415 ' . . ,Werghtfplf) -f-' ;t8,'^_ ..°., s .t :>':. 101 :' 1.04 1, 123 13:0 5.15.3: ;,11:5'. 191,):' , • ., spa S `15.Irt� Y a , x,Moment�(ft IbsJ 4' 18,625 19,585 26,955 29,855 40,740 52,430 65,495 . �Shear(Ibs)>1` 9,390 9,645 11,420 12,055 14,210 16,240 18,270 Moment of lnerttat(ina+), 346 375 623 733 1,201 1,792 2,552 ,i, 1 p'(.1,.:;'-., eikhali.lifeaN 112 15.6 18.5 19.5 23.0 26.3 295 � � b , tc • ` 1, Moment(ft'Ibs),ds yr ,. , tv t ,;i4 x 4;'` : , ;24830, '26;I15y •35;940 '•39;805 `54;325 '•69,905:;.37i325: , ti�:_r r Shear;(Ibs)Tyl,. AS f ;,,.F - . t { . Y 4 f}• `.. -' l< t 12 520 ;;'462 :42,855 1 .500 , 15,225 '• 831 11070 ::977• '. 11945 ' 21•,655 ...,11',.601'. "2;389 • 1.' 24,360• ,3;402" , .' -' • Moment ofInerti (In?) it +C .,. "',••Weiglit(plfWZ. ti -: 20:2' 20:8, ' 24.6 26:0 ; 30.6' 35.0' `""39.4 or product in beam orientation, unless otherwise noted. TimberStrand® LSL Grade Verification TimberStrand® LSL is available in more than one grade. The product will be stamped with its grade information, as shown in the examples below. With the 1.55E TimberStrand® LSL Beam, larger holes can be drilled through the beam. See Allowable Holes on page 36. inn]TRUS JOIST TimberStrand 1 .3E WINDOW & DOOR OXFSEr-1397 CCMC 116274 X{,01763S pg4 0671000;0000 1.55E TRUS JOIST ROUND HOLE ZONE HUD 1265 Fsr TimberStrand NO holes within 8" of beam ends CCMC 12627-R 05-30-04-1 ICCES ESR -1387 43 d iLevel Trus Joist" Beam, Header, and Column Specifier's Guide TJ -9000 September 2006 P3r v 1 J " -JMT"' TRUSS ALLOWABLE UNIFORM LOAD TABLE (PLF) / PARALLEL for economical truss design, see page 5. CHORD fain In% it 000%tt no .n 120 280 12Q7L. 238 103 133 41 133 89 115 36 115 77 101 31 101 67 88 27 88 nsx.b -�io% • Z6 C %It 175%l7' 770%11 75%II !um, 11571 328 355 328 356 228 356 327 356 303 329 183 329 265 305 148 305 55231x•": 266 120 284 '203$ 234 100 254 180 ?i7 84 224 328 356 ]602=1]84: 71 ^.200; 144 166 60 180 130 l.&.109F 52 162 112 :1ia5: 45 144 97 123 39 125 84 110 34 110 75 97 30 97 66 86 26 86 273 356 303 329 221 329 303 329 257 329 282 305 282 305 177 305 207 305 256 285 146 285 224', 258 121 268 194r 2,Z 101 249 177 1201: 86 7?2221' 74 iilr,99••, 130 150 54 r1J: 1-62.3 j 118 C13 47 148 104n:254, 42 134 91 115 37 118 80 105 32 105 72 93 29 93 64 83 26 83 263 285 175 285 246 268 142 268 218 251 121 252 194 223 102 238 1.74;-. 20D 87 218 16 197 65 ;x1,78 ti3U;i 150 56-I3g 119 137 49 14' 109 126 44 131 97 t1S1t 1 39 125 86 107' . 34 112 77 99 31 100 69 90 27 90 50 61 73 110 61 73 55 66 55 66 1 728"▪ �,0epth''?, 30 " i• 1.32" o7frr lin I7 10% q 111.11 1021111:-I25%1t 100Y 1I' 100% 7 328 355 323 356 355 i 356 303 3291303 329 329 329 282 305 282 305 243 305__ 305 263 285 253 285 200 285 230 285 247 268 241 268 170 268 192 268 232 252 232 252 141 •252 165 252 211 238 120 238 gi 218 103 224 1)r1 197r' 88 214 C+4 78`° 168 193 220 238 138 238 205 226 119 226 ,185,; 213 102 215 77 194 'i:19:0z�r1;64�t 109 e,1l6 46 137 101 FtI'6' 41 127 91 108 36 117 81 100 32 106 73 94 29 95 66 86 26 86 68 1175;1 28 w4148_, 60 161 on t Jitl 07 l00%77 1 42', . 5%71 00SL'111Yi1 .00%'77 lls%1L 100%I1 6%4 177%17 125%'I7 o0%11 775%,1 ,$(141.4H12.5,1p1. 103%:1 ,115%77 I00x ll 1707.77 -328 356 328 356 328 356 328 328 356 1328 3; 356 356 356 356 31 303 329 303 329 303 303 329 329 329 329 282 305 282 303 329 329 282 305 263 285 262 285 247 268 218 268 232 252 187 252 220 238 160 238 208 226 135 226 198 215 117 215 180 204 103 204 '6.11 189 89 195 ;150 )1.23k 78 187 173$z`ha0,,, 69 172 282 305 263 285 285 247 268 263 285 285 247 268 356 356 329 329 305 305 263 285 285 247 268 232 252 212 252 220 238 181 238 208 226 154 226 198 215 133 215 189 204 117 204 176 195 101 195 161' 185 88 187 ilk 170 78 179 136 tx1i56v 53 {1'4.8is 70 170 ='109: 12fi i',1ji8ti» . 126 hag'. 47 137 55 s;, 62 157 101 'ill' 11b9',i25+ X111 134; 42;1271. 49 ,136 55 .Lt 6 `li1?L Z', ,1b8:f 125 44 Ma, ;• 50 13 61 159 94 ;;1;0$ 38 118 86 1;:10;11;. 34 110 77 94 31 100 70 88 28 91 63 83 25 83 68'.s; See page 4 for available depths and profiles. For depths and profiles not shown, use 4 TJ Beam® 70 feet, see page 32 or contact your :Level Trus Joist® Commercial representative. softwa 94 109 39 k118 88 ;lror: 36 110. 81 :,4S' 32 103 73 29 96 67 84 27 87 88 3'f1;1 37 111 83 33 104 77 907; 31 98 61 79 70 85 25 80 28 91 64 80 26 84 General Notes ■ iLevel Trus Joist® Commercial open -web trusses will be custom designed to the specified loads. Values shown are maximum allowable load capacities based on the following assumptions: 1” — Simple span, uniformly loaded conditions, with provisions for positive drainage (y' per foot slope minimum) in roof applications. — Span indicates distance from inside face to inside face of bearing plus 3'. — Top chord S bearing clips. Higher values may be possible with other types of bearing clips. 232 252 220 238 202 238 208 226 172 226 198 215 149 215 189 204 131 204 180 195 115 195 171 187 100 187 157 179 88 179 1145;. 167 79 172 X124! 143 62 155 232 252 252 220 238 238 208 226 193 226 198 215 166 215 282 305 305 263 285 247 268 268 232 252 252 220 238 238 208 226 100%1( 175 • 100%11 175%Il 100%ll'. In%:L 303 329 329 282 305 305 263 285 285 247 268 232 252 252 220 238 208 226 303 329 329 282 305 263 285 285 247 268 232 252 252 220 238 328 356 356 303 329 329 282 305 305 263 285 247 268 268 232 252 252 220 238 238 208 226 198 215 183 .215 189 204 189 204 146 204 160 204 180 195 128 195 172 187' 112 187 165 179 99 179 154 172 88 172 163 79 165 41.321 151 70 159 108 124 51 ,18;4 ;101;,16 46 126 s;~24!3:1.08 42 „711.8' 63 153 180 195 142 195 172 187 125 187 165 179 110 179 159 172 98 172 150 165 88 165 139 159 78 159 ?1,30„' 149 70 154 'In;2;J1 139 63 148 '106: 122 52 132 189 204 198 215 215 189 204 180 195 155 195 180 195 170 195 172 187 172 187 137 187 150 187 165 179 121 179 159 172 107 172 165 179 132 179 159 172 118 175 153 165 153 165 96 165 106 165 147 159 86 159 147 159 94 159 137 154 142 154 77 154 85 154 ir, 146 70 148 64 143 ' 1t11v ;1a : 57 139 78 4?90? 73 R;1 eelIV 96 36 n1'p 48 123 133 148 77 148 125 143 70 143 la 135 63 139 41)7,220, 58 135 210M' 53 129 48 122 180 195 195 172 187 163 187 165 179 143 179 159 172 128 175 153 165 115 168 147 159 103 159 142 154 93 154 137 148 84 148 134 143 77 143 123 139 69 139 •11,51 133 63 135 111.(78} 125 58 131 Ortu'/1 53 127 48 121 re or contact your iLevel Trus Joist® Commercial representative for assistance. For spans over • Straight line interpolations may be made between depths and spans. • These tables may also be used for bottom chord bearing trusses with or without cantilevers—at one or both ends. Cantilevers are limited to h of the main.span provided that the inboard shear for cantilevered conditions is limited to 4,900 lbs for TJM'" and 7,400 lbs for Tie truss series. Values in shati d areas may be increased 7% for repetitive -member use. Minimum concentrated load analysis of 2,000 Ibs has been considered, but does not affect the values in this table. Genera/ Notes continued on page 11 iLevel Trus Joiste, Commercial Open -Web Truss Specifier's Guide COM -3000 August 2006 • PROJECT MANUAL FOR McDONALD'S STANDARD BUILDING PROGRAM RECEIVED CITY OF TUKWIL.A APR 3 0 2008 PERMIT CENTER • PROJECT MANUAL FOR 2008 BUILDING PROGRAM Copyright © 2008 Issue date January 2008 • • • McDonald's USA, LLC Project Manual GENERAL CONDITIONS GC -1 McDonald's Corporation or any of its subsidiaries, is hereinafter referred to as "McDonald's", whose home address is McDonald's USA, LLC, Kroc Drive, Oak Brook, Illinois 60523. GC -2 PLANS AND SPECIFICATIONS A. These specifications and the accompanying Drawings are intended to describe and provide for a finished piece of work. They are intended to be cooperative, and what is called for by either shall be as binding as if called for by both. The Contractor shall understand that the work herein described shall be complete in every detail, not withstanding every item necessarily involved is not specifically mentioned, and the Contractor will be held to provide all labor and materials necessary for the entire completion of the work intended to be desired, and shall not avail himself of any manifestly unintentional error or omission should such exist. Should any error or omission or inconsistency appear in Drawings or Specifications, or if the Contractor or its' Sub -Contractor require any clarification, the Contractor, before proceeding with the Work, shall make mention of the same to McDonald's Area Construction Manager in writing for proper adjustment, and in no case should he proceed with the Work in uncertainty. B. Titles to chapters (Sections) and paragraphs (Articles) in these Specifications are indicated merely for convenience and shall not be construed as a correct or complete segregation of the several units of materials and labor. McDonald's assumes no responsibility, either direct or implied, for omissions or duplications by the Contractor or his Sub-Contractor(s), due to real or alleged error in arrangement of matter in these Specifications. C. It shall be the duty of the Contractor to verify all dimensions given on Drawings and to report any errors, omissions, inconsistencies or questions to the Area Construction Manager before commencing the work. In submitting a proposal it will be construed by McDonald's that the bidder has examined and familiarized himself with the site and has carefully checked all the details and assured himself that they conform in every respect with both local and state requirements. Ignorance or failure on part of the Contractor or Sub - Contractor to examine or familiarize them self with the site will not be accepted as an excuse for claims to extra or additional payment above contract price. D. The Area Construction Manager shall, within a reasonable time, make decisions on all points and answer all questions raised by the Contractor, on matters relating to the interpretation of Drawings, Specifications and the execution and the progress of the Work. E. Should any dispute arise as to the quality or fitness of materials, workmanship, or interpretation of the Contract Documents, the decisions shall rest with the Area Construction Manager and shall be based on the requirements that all work done and all materials fumished shall be in strict accordance with the Contract Documents and what is usual, customary, and standard practice in erecting buildings or similar type. All products that are specified to be used on the project shall be used and/or installed in strict compliance with the product manufacturers written specifications and instructions. F. Where necessary for field work, or proper interpretation of the Contract Documents, the Contractor shall submit with such promptness as to cause no delay in his or any other Contractor's work, three copies of amplified details and schedules for the approval of the Area Construction Manager and shall furnish the Area Construction Manager three copies of the final details, one to be retumed to the Contractor approved and two to remain in the Area Construction Manager's files. G. Figured dimensions and detailed drawings shall be followed in preference to scaled measurements. In case of any doubt on the part of the Contractor as to the exact meaning of the drawings and these specifications, he shall apply to the Area Construction Manager for an interpretation before proceeding with his work. H. Should discrepancies appear among the contract documents, the Contractor shall request an interpretation from the Area Construction Manager before proceeding with the work. If the Contractor fails to make such a request, no excuse will thereafter be entertained for failure to carry out work in the required manner or provide required guarantees, warranties, or bonds. Should conflict occur in or between drawings and specifications, Contractor is deemed to have estimated on better quality and larger quality of work, unless he GENERAL CONDITIONS 1 • • shall have requested and obtained written decision from the Area Construction Manager before submissions of bid as to which method or materials will be required. The most current edition of the McDonald's site details and specifications are to be considered part of this Contract. It is the Contractor's responsibility to obtain a copy of the current McDonald's site details and site work specifications as prepared by consulting civil engineer for the specific project from the McDonald's Regional Construction Department. In addition, the Contractor shall obtain, review and become familiar with the manufacturer's specifications applicable to the product and materials to be used and or incorporated into the Work. GC -3 MATERIALS. LABOR, APPLIANCES: A. Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light and power, transportation and other facilities necessary for the execution of the Work. B. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be the best of these respective kinds. The Contractor shall, if required, fumish satisfactory evidence as to the kind and quality of materials. C. None but satisfactory foremen and workmen shall be employed on the Work, and when required by McDonald's, the Contractor shall discharge and shall not re-employ on the Work, any person who commits trespass, or who is in the opinion of McDonald's, disorderly, dangerous, insubordinate, incompetent, or otherwise objectionable, nor shall he employ any person who has been discharged by another Contractor upon the order of the Area Construction Manager. D. Unless otherwise stipulated, no allowance or compensation whatsoever shall be due or paid to the Contractor for any temporary roads, excavations, embankments, or other work or structures that he may make to facilitate his work, nor for any construction plant, tools or equipment which may be required in the performance of the Work. E All work and materials delivered on the premises shall be intended to form part of the Work and shall not be removed without consent of McDonald's, but the Contractor shall have the right to remove all surplus materials after the completion of all Work included in his Contract. F It shall be the duty of the Contractor to see that all Sub -Contractors are fully informed in regard to the general conditions and specifications. G The Contractor shall post and maintain all applicable Material Safety Data Sheets on the Job site in compliance with applicable laws and regulations. GC -4 LOCATION AND GRADES: A. The exact property lines comer monuments (bench marks) set by our surveyor and grades will be fumished to the Contractor and all precautions shall be taken by the Contractor to preserve same. If any are displaced, lost or disturbed through the act or neglect of the Contractor or his agents or employees, he shall pay for cost of restoration. B. The relation of the building to the lot lines and established city grades shall be as shown on Drawings. The Contractor shall accurately lay out his work on the ground according to Drawings furnished, and will be held responsible for the correct location of all Work on the premises. GC -5 PROTECTION OF WORK AND PROPERTY: A. The Contractor shall be responsible for all violations of city codes, ordinances, and state laws involved in the performance of his Work; and for obstruction of streets, sidewalks, alleys, and pavements, and shall in all cases make good any damage to any streets, sidewalks, alleys and pavements. He shall use every precaution to brace and otherwise support and secure the structural frame, walls, floors and roof during the construction of the work; and shall provide, during the progress of his work, every and all safeguards and protection against accidents, injury and damage to persons and property including adjoining property. The Contractor shall be responsible for his work and every part thereof, and for all materials, tools, appliances and property of every description used in connection therewith. GENERAL CONDITIONS 2 r • B. Temporary Fire Protection: Until fire protection needs are supplied by permanent facilities, install and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations." 1. Locate fire extinguishers where convenient and effective for their intended purpose. 2. Store combustible materials in containers in fire -safe locations. 3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire -protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire -exposure areas. 4. Provide supervision of welding operations, combustion -type temporary heating units, and similar sources of fire ignition. C. HOT WORK: Where Work involves the use of flame, spark or hot ember producing equipment, such as but not limited to, welding, blow torches and metal grinding type equipment and equipment using intemal combustion engines ("Hot Work"). In order to prevent the potential for fires, Hot Work safety procedures must be followed that include, but shall not be limited to, the following elements: Pre -work inspection of the area to identify and minimize the presence of combustible or flammable materials, the use of flame resistant building surface coverings such as welding blankets and fire retardant tarpaulins (tarps), in the area of hot work, damping down the area, the presence of a functional dry chemical fire extinguisher with a minimum rating of 10B -C within 10 feet of the Hot Work area, and post -work inspection of the area for any signs of smoldering or burning materials and extinguishment of these materials. The Hot Work procedures will also highlight the need for extra caution for hot work in areas on the roof, near cooking equipment ventilation exhaust systems. These Hot Work procedures will be planned for, initiated and monitored through the use of written Hot Work permit, which will be signed by both the designated job site supervisor and the person before doing the hot work. The Hot Work permit shall be posted in the work area and be retained for at least one month by the job site supervisor. C. Permanent Fire Protection: At the earliest feasible date in each area of the Project, complete installation of the permanent fire -protection facility, including connected services, and place into operation and use. Instruct key personnel on use of facilities. D. Barricades, Waming Signs, and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors, graphics, and waming signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights. E. Enclosure Fence (if required): Before excavation begins, install an enclosure fence with lockable entrance gates. Locate where indicated, or enclose the entire site or the portion determined sufficient to accommodate construction operations. Install in a manner that will prevent people, dogs, and other animals from easily entering the site, except by the entrance gates. F. Security Enclosure and Lockup: Install substantial temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. G. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations, and minimize the possibility that air, waterways, and subsoil might be contaminated or polluted or that other undesirable effects might result. Avoid use of tools and equipment that produce harmful noise. Restrict use of noise -producing tools and equipment to hours that will minimize complaints from persons or firms near the site. The Contractor shall not use any fill or other materials to be incorporated into the Work that contain asbestos, are hazardous, toxic or are made up of materials that are hazardous or toxic materials as defined from time to time by applicable federal or state laws, rules, and regulations. H. Electrical Certification: Upon completion of any electrical wiring (which must be performed by a qualified electrician), Contractor shall cause the Electrical Contractor to complete the electrician checklist and visual guide for POS and deliver to Agent, a fully executed original Electrical Certification (on McDonald's Form) which has been properly signed by both Contractor and Electrical Contractor prior to installation of the POS system. Any changes made to the electrical system after the POS certification process has been completed shall require system re -certification. GC -6 INSPECTION: GENERAL CONDITIONS 3 • • A. The Area Construction Manager shall at all times have access to the Work wherever it is in preparation or progress, and the Contractor shall provide proper facilities to inspect the Work in a safe manner. B. If the Specifications, the Area Construction Manager's instructions, laws, ordinances or any public authority require any work to be specially tested or approved, the Contractor shall give the proper authorities timely notice of its readiness for inspection. If any such work should be covered up without approval or consent, it must, if required by the proper authorities, be uncovered for examination at the Contractor's expense and remain uncovered until properly and successfully tested. C. The Area Construction Manager may require special testing or inspections beyond the scope of the Drawings, Specifications, or local codes. If the result of the tests or special inspection meet the standards required by Drawings or Specifications, McDonald's shall bear the cost of such tests or inspections. If the results do not meet the standards required by Drawings, Specifications, or local codes, the Contractor shall bear the cost of such tests and inspections. GC -7 SUPERVISION: A. The Contractor shall give personal supervision to the Work, using his best skill and attention, and shall keep a competent Foreman and any necessary assistants constantly on the job site. The Foreman shall be the personal representative of the Contractor and all directions given by him shall be as binding as if given by the Contractor. Communication delivered to the Foreman by the Area Construction Manager shall be as binding as if delivered by the Contractor. B. The Contractor shall carefully study and compare all Drawings, Specifications, and other instructions, and where dimensions are govemed by existing conditions or by conditions already established, he shall make actual measurements himself and shall report in writing to the Area Construction Manager, for explanation or adjustment, any errors, disagreements or inconsistencies in Drawings and Specifications or figured dimensions of Drawings which may exist or appear to exist, before proceeding to execute that part of the Work affected thereby, and in any case within ten days of the receipt of Drawings, Specifications and instructions. Failure to do so shall constitute a waiver of all right to or claim for extra work on such account. C. The Contractor, when working on an existing condition, shall prior to incorporating new work called for in the Drawings, make appropriate corrective measures to existing condition so that the installation of new is consistent to latest industry standards and meets performance requirements for Work called for. D. No deviation from Specifications, Drawings or instructions shall be made without prior written authorization to do the Work by the Area Construction Manager. GC -8 THE AREA CONSTRUCTION MANAGER'S STATUS: A. The Area Construction Manager shall have general supervision and direction of the Work. He is the agent of the Owner, McDonald's Corporation, only to the extent provided in the Contract and when in special circumstances he is authorized by the Owner so to act, and in such instances he shall, upon request, show Contractor written authority. He has authority to stop the Work whenever, in his opinion, such stoppage may be necessary to insure the proper execution of the Contract. B. The Area Construction Manager shall within reasonable time make decisions on all points brought up by the Contractor, on matters relating to the interpretation of Drawings, Specifications and the execution and progress of the Work. GC -9 USE OF PREMISES BY THE OWNER AND THE CONTRACTOR: A. The Contractor shall confine his apparatus; the storage of materials and the operation of his workmen to limits indicated by law, ordinances, and permits and shall not encumber the premises with his materials. B. The Contractor shall not load or permit any part of the structure to be loaded with a weight that may compromise the longevity or integrity of the structure or endanger its safety. C. All material on the job shall be so stored and handled as to preclude the inclusion of any foreign material in the Work, and to prevent damage from the weather or the ground. GENERAL CONDITIONS 4 • • D. McDonald's may, prior to the completion of the buildings, store goods and otherwise occupy any portion thereof, which is structurally safe to occupy, and the occupation of which will not substantially interfere with, increase the cost of, or delay the Work of the Contractor_ E. But no such occupation or use shall take place until the Contractor has given his authorization setting forth the portions to be used, and the conditions of such occupancy, and that McDonald's shall assume all responsibility for damage to the building resulting there from. F. Construction personnel may park on the site within the construction limits subject to Contractor's restrictions imposed to meet safety requirements and avoid interference with the progress of the Work. GC -10 SEPARATE CONTRACTS: A. McDonald's reserves the right to do such Work as they shall elect and to let other contracts in connection with the Work. The Contractor shall afford other Contractors full opportunity for the installation of equipment and storage of their material, and the execution of their Work, and shall properly connect and coordinate his Work with theirs so that there will be no interference or delay in any matter with the work of the Owner or of other Contractors. GC -11 TEMPORARY SHEDS: A. Contractor shall, at his own expense, provide such temporary trailers, offices, and sheds for storing of materials, tools, etc., with necessary telephones, heat, etc., all of which are to be removed by him at the completion of the job. GC -12 TEMPORARY TOILET FACILITIES: A. As conditions require, the Contractor, at his own expense, shall install temporary toilet facilities for the use of his employees and governing State and Local regulations. These toilet facilities must be placed at suitable locations, enclosed against weather, maintained in proper condition, disinfected, and at completion of the job cleaned out and removed from the premises. GC -13 TEMPORARY UTILITIES: A. Contractor shall make arrangements for, and fumish at his own expense, all water, gas and electricity for temporary lighting and power. B. Temporary Electric Power Service: Contractor, without cost to McDonald's or Sub -Contractors, shall provide and maintain all temporary electrical services for any or all Contractors, for use of apparatus, lights, or tools to facilitate the completion of the building (see Division 26 for Electrical Requirements). C. The Contractor shall terminate his responsibility as to utility charges, five working days after the arrival of the kitchen equipment. 1. The Contractor shall have the meters read by the utility companies as of that date and pay all applicable billing charges. 2. If the utility companies are unable to provide a meter reading as of the above date, the total utility billing during the time of construction will be broken down equally on a daily use basis with the Contractor paying up to the above mentioned period of days and McDonald's or its Licensee assuring all payment after that date. 3. Arrange with company and existing users for a time when service can be interrupted, if necessary to make connections for temporary services. 4. Provide adequate capacity at each stage of construction. Prior to temporary utility availability, provide trucked -in services. 5. Obtain easements to bring temporary utilities to the site where the Owner's easements cannot be used for that purpose. 6. Use Charges: Cost or use charges for temporary facilities are not chargeable to the Owner or Area Construction Manager. Neither the Owner nor the Area Construction Manager will accept cost or charges as a basis of claims for Change Orders. D. In the event that temporary heat during freezing weather is necessary, this Contractor shall provide for and include same in his bid, or make necessary arrangements with the several Sub -Contractors requiring temporary heat to provide for and include same in their bids. He shall make sure that proper fuels and apparatus are fumished and installed with flue pipes to the outside of the building, and that the fuels are GENERAL CONDITIONS 5 • • • properly housed. Installation shall be such as to in no way damage any of the finished work or work in progress. In event of any damage, resulting from improper heating arrangements, same shall be corrected at expense of Contractor. Store HVAC system shall not be used without first obtaining the approval from the Area Construction Manager and if such permission is granted, then upon completion of the work the filters must be changed and if necessary as determined by the Area Construction Manager in his sole discretion, the fumace shall be cleaned and/or serviced. GC -14 CLEANING BUILDING AND PREMISES: A. The Contractor shall, at all times, keep the premises free from the accumulation of construction material waste and inflammable material or rubbish caused by his employees and others during the progress of the Work. At the completion of the Work, and before final acceptance, the Contractor shall, at his own expense, clean, and remove from the premises of McDonald's and from public and private roadways, all plant debris, rubbish, tools, scaffolding, surplus materials, and excess excavated materials due to his operations, and shall leave the premises and the Work in perfect order and repair, and the building broom clean and ready for use. GC -15 VERIFICATION OF UNDERGROUND UTILITY IMPROVEMENTS: A. The Contractor shall provide the Owner with an as -built drawing locating and describing all underground utilities located within total parcel of property. Including, but not limited to the following: gas lines, water lines, sanitary sewers, storm sewers, telephone lines, electrical lines servicing the building, as well as underground utilities going away from the building such as lines to the trash corral, site lighting, signs, culverts, septic tanks and fields, and grease traps. GC -16 COOPERATION: A. The Contractor and Sub -Contractors shall cooperate with one another and with other Contractors and their Sub -Contractors to facilitate the general progress of all Work at the project site B. All Contractors and their representatives working on this project shall, at all times, prior to and during the course of their activities shall be responsible for the safety of their employees as well as others and in the care of each as representatives of their employers shall ascertain that the conditions under which they will be required to accomplish their Work are within good safety practices and meet all concemed regulations of the Occupational Safety and Hazard Act (OSHA) or other goveming regulations. The beginning of Work by a Contractor shall indicate satisfaction concerning safety and full responsibility for accidents of damage. If unsatisfied, the Contractor shall institute whatever action or device necessary to render safe condition for life and property as are related to his activity. If the Work of other parties outside his organizations, upon inspection is found at any time to be unsafe, he shall stop work immediately and notify the Contractor, Area Construction Manager. The commencement of work shall indicate acceptance of these requirements. GC -17 CONTRACTOR - McDONALD'S LICENSEE RELATIONSHIP: A It is the Contractor's responsibility to receive all requests for change by the McDonald's licensee through the Area Construction Manager. If the Contractor proceeds with Work without written authorization from the Area Construction Manager, McDonald's Corporation will not be responsible for payment of these changes. END OF GENERAL CONDITIONS GENERAL CONDITIONS 6 • • • GENERAL CONDITIONS 7 • • DOCUMENT NO. 000010 - TABLE OF CONTENTS Project Manual for McDonald's USA, LLC - Building Program PROJECT MANUAL TABLE OF CONTENTS PAGES INTRODUCTORY INFORMATION Document Number - Table of Contents 000010-1-3 CONDITIONS OF CONTRACT General Conditions 1-6 SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS Section 011000 - Summary 011000-1-4 013100 - Project Management and Coordination 013100-1-4 014000 - Quality Requirements 014000-1-5 017300 - Execution 017300-1-4 017329 - Cutting and Patching 017329-1-3 017823 - Operation and Maintenance Data 017823-1-4 017839 - Project Record Documents 017839-1-2 DIVISION 2 - EXISTING CONDITIONS Section 024116 - Structure Demolition 024116-1-4 DIVISION 3 - CONCRETE Section 033000 - Cast -In -Place Concrete 033000-1-14 DIVISION 4 - MASONRY Section 042000 - Unit Masonry 042000-1-14 047200 - Cast Stone Masonry 047200-1-5 DIVISION 5 - METALS Section 051200 - Structural Steel Framing 051200-1-6 052100 - Steel Joist Framing 052100-1-5 053100 - Steel Decking 053100-1-4 054000 - Cold -Formed Metal Framing 054000-1-7 055000 - Metal Fabrications 055000-1-7 055213 - Pipe and Tube Railings 055213-1-4 DIVISION 6 - WOOD, PLASTICS, AND COMPOSITES Section 061000 - Rough Carpentry 061000-1-7 061600 - Sheathing 061600-1-4 061755 - Open Web Trusses 061755-1-5 061800 - Glued -Laminated Construction 061800-1-3 061810 - TJI Joists 061810-1-4 064023 - Interior Architectural Woodwork 064023-1-3 066400 - Plastic Paneling 066400-1-2 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Section 071113 - Bituminous Dampproofing 071113-1-3 071416 - Cold Fluid -Applied Waterproofing 071416-1-4 071900 - Water Repellents 071900-1-3 072100 - Thermal Insulation 072100-1-5 072419 - Water -Drainage Exterior Insulation and Finish System (EIFS) 072419-1-8 TABLE OF CONTENTS 000010 - 1 • 072719 - Weather Barrier 074113 - Manufactured Roof Panels 075400 - Thermoplastic Membrane Roofing 076200 -Sheet Metal Flashing and Trim 077200 - Roof Accessories 078100 - Applied Fireproofing 078413 - Penetration Firestopping 078446 - Fire -Resistive Joint Systems 079200 - Joint Sealants DIVISION 8 - OPENINGS Section 081113 - Hollow Metal Doors and Frames 081416 - Flush Wood Doors 083113 - Access Doors and Frames 084113 - Aluminum -Framed Entrances and Storefronts 087100 - Door Hardware 087113 - Automatic Door Operators 088000 - Glazing DIVISION 9 - FINISHES Section 092216 - Non -Structural Metal Framing 092400 - Portland Cement Plastering 092900 - Gypsum Board 093000 - Tiling 095113 - Acoustical Panel Ceilings 096522 - Rubber Recreational Flooring 097200 - Wall Coverings 098413 - Fixed Sound -Absorptive Panels 099113 - Exterior Painting 099123 - Interior Painting 099300 - Staining and Transparent Finishing 099630 - Elastomeric Coatings DIVISION 10 - SPECIALTIES Section 101400 - Signage 102113 - Toilet Compartments 102600 - Wall Protection 102800 - Toilet Accessories DIVISION 21 - FIRE SUPRESSION Section 210548 - Vibration and Seismic Controls for Fire Suppression Piping and Equipment 211313 - Wet -Pipe Sprinkler Systems DIVISION 22 - PLUMBING Section 220500 - Common Work Results for Plumbing 220513 - Common Motor Requirements for Plumbing Equipment 220516 - Expansion Fittings and Loops for Plumbing Piping 220519 - Meters and Gages for Plumbing Piping 220523 - General -Duty Valves for Plumbing Piping 220529 - Hangers and Supports for Plumbing Piping and Equipment 220548 - Vibration and Seismic Controls for Plumbing Piping and Equipment 220553 - Identification for Plumbing Piping and Equipment 220700 - Plumbing Insulation 221116 - Domestic Water Piping 221316 - Sanitary Waste and Vent Piping 221319 - Sanitary Waste Piping Specialties 221413 - Facility Storm Drainage Piping 221423 - Storm Drainage Piping Specialties 223300 - Electric Domestic Water Heaters 223400 - Fuel -Fired Domestic Water Heaters 224000 - Plumbing Fixtures DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING Section 230500 - Common Work Results for HVAC 230513 - Common Motor Requirements for HVAC Equipment 230516 - Expansion Fittings and Loops for HVAC Piping 072719-1-6 074113-1-8 075400-1-6 076200-1-8 077200-1-5 078100-1-6 078413-1-5 078446-1-4 079200-1-7 081113-1-6 081416-1-5 083113-1-3 084113-1-7 087100-1-12 087113-1-5 088000-1-9 092216-1-4 092400-1-4 092900-1-5 093000-1-7 095113-1-6 096522-1-3 097200-1-3 098413-1-3 099113-1-5 099123-1-8 099300-1-4 099630-1-6 101400-1-4 102113-1-3 102600-1-2 102800-1-5 210548-1-4 211313-1-19 220500-1-9 220513-1-2 220516-1-4 220519-1-5 220523-1-21 220529-1-9 220548-1-7 220553-1-4 220700-1-14 221116-1-16 221316-1-11 221319-1-9 221413-1-9 221423-1-5 223300-1-6 223400-1-6 224000-1-9 230500-1-8 230513-1-2 230516-1-5 TABLE OF CONTENTS 000010 - 2 • 230523 - General -Duty Valves for HVAC Piping 230523-1-21 230529 - Hangers and Supports for HVAC Piping and Equipment 230529-1-8 230548 - Vibration and Seismic Controls for HVAC Piping and Equipment 230548-1-9 230553 - Identification for HVAC Piping and Equipment 230553-1-5 230593 - Testing, Adjusting, and Balancing for HVAC 230593-1-10 230700 - HVAC Insulation 230700-1-15 230900 - Energy Management System 230900-1-3 231123 - Facility Natural -Gas Piping 231123-1-17 233113 - Metal Ducts 233113-1-12 233300 - Air Duct Accessories 233300-1-7 233713 - Diffusers, Registers, and Grilles 233713-1-3 233813 - Commercial -Kitchen Hoods 233813-1-5 234100 - Particulate Air Filtration 234100-1-2 237413 - Packaged, Outdoor, Central Station Air -Handling Units 237413-1-9 DIVISION 26 - ELECTRICAL Section 260500 - Basic Electrical Requirements 260500-1-7 260510 - Basic Electrical Materials and Methods 260510-1-5 260519 - Low -Voltage Electrical Power Conductors and Cables 260519-1-7 260526 - Grounding and Bonding for Electrical Systems 260526-1-5 260533 - Raceway and Boxes for Electrical Systems 260533-1-6 260548 - Vibration and Seismic Controls for Electrical Systems 260548-1-4 260553 - Identification for Electrical Systems 260553-1-5 260923 - Lighting Control Device 260923-1-4 262200 - Low -Voltage Transformers 262200-1-4 262413 - Switchboards 262413-1-6 262416 - Panelboards 262416-1-7 262726 - Wiring Devices 262726-1-5 262813 - Fuses 262813-1-2 262816 - Enclosed Switches and Circuit Breakers 262816-1-4 262913 - Enclosed Controllers 262913-1-5 265100 - Interior Lighting 265100-1-9 265600 - Exterior Lighting 265600-1-5 DIVISION 27 - COMMUNCATIONS Section 271300 - Voice and Data Communication Cabling 271300-1-6 271500 - Control/Signal Transmission Media 271500-1-5 DIVISION 28 - ELECTRONIC SAFETY AND SECURITY Section 283111 - Fire Alarm System 283111-1-9 DIVISION 31 - EARTHWORK Section 311000 - Site Clearing 311000-1-3 312000 - Earth Moving 312000-1-6 DIVISION 32 - EXTERIOR IMPROVEMENTS Section 321216 - Asphalt Paving 321216-1-6 END OF DOCUMENT NO 000010 TABLE OF CONTENTS 000010 - 3 • McDonald's USA, LLC Project Manual SECTION 011000 - SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 WORK COVERED BY CONTRACT DOCUMENTS A. The Project consists of a McDonald's Restaurant, including but not limited to, all site work, building and finishes. 1. Owner. McDonald's USA, LLC, or any of its subsidiaries, is hereinafter referred to as "McDonald's," whose home corporate address is McDonald's USA, LLC, 2111 McDonald's Drive, Oak Brook, Illinois 60523. B. The Work will be performed under a single prime contract, with the exception of co -banded oil site locations. C. Altemates: An Altemate is an amount proposed by bidders and stated on the Bid Form for certain Work defined within the Bidding Requirements that may be either added to or deducted from the Base Bid amount if the Owner elects to accept a corresponding change in either the amount of the 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 altemate is the net addition to or deduction from the Contract Sum to incorporate the Altemate into the Work. No other adjustments are made to the Contract Sum. 2. Coordination: Modify or adjust the affected adjacent Work as necessary to completely integrate that Work into the Project. a. Include, as part of each Altemate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not mentioned as part of the Altemate. 3. Notification: Immediately following the award of the Contract, notify each party involved, in writing, of the status of each Altemate. Include whether Altemates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to Altemates. 4. Execute accepted Altemates under the same conditions as other Work of this Contract. 5. Owner will have the option to choose any or all Alternates, in any order. 1.3 WORK FURNSHED AND INSTALLED UNDER OTHER CONTRACTS A. McDonald's reserves the right to do such work as they shall elect and to let other contracts in connection with the Work. Contractor shall afford other Contractors full opportunity for the installation of equipment and storage of their material, and the execution of their Work, and shall properly connect and coordinate his Work with theirs so that there will be no interference or delay in any matter with the work of the Owner or of other Contractors. B. Signage Contract is awarded by McDonald's to an approved Signage Manufacturer. The cost of this contract will be bome by the Operator. Signage Manufacturer will select a local Signage Contractor who, after securing the signage permit, will receive and be responsible for the installation of the following: 1. Signage final terminations to circuit wiring provided for under Electrical Sub -Contract. 2. Standard Building Design: Signature Roof, Awning/Welcome Signs, Drive-Thru Pylons, Clearance Signs with Merchandiser, "Order Here° Canopy, and "Bollard Signs." Signs are to be installed on foundations provided by Contractor with anchor bolts, conduit and wire pulled from electrical distribution panel and located as per building plot plan. 3. Construct foundations with anchor bolts as detailed on Drawings provided by the Signage Manufacturer for free-standing main road signage. 4. Mount the road signage on the anchor bolts provided in the foundations and connect electrical service to the signage. Contractor shall provide necessary conduit and pull all wiring from building electrical distribution panel to signage location, providing a minimum of a three-foot "pigtail." 5. "Entrance," "Exit," "Drive-Thru Display Board" and "Speaker Post" signage shall be installed on foundations provided by Contractor with anchor bolts, conduit and wire pulled from electrical distribution panel and located as per building plot plan. SUMMARY 011000 -1 • 6. Install flagpoles on foundations provided by Contractor with anchor bolts supplied by Signage Manufacturer. 7. Install McDonald's wall logo signage. 8. Install McDonald's roof signage on mounting brackets provided by Contractor. C. Food Service Equipment, including refrigeration and beverage system contracts shall be awarded by McDonald's. Cost of these contracts will be bome by the Operator. This equipment shall be delivered for installation only at the authorization of the Area Construction Manager. Construction of building must be substantially completed by Contractor and authorization must be issued by the Area Construction Manager's to manufacturer of equipment prior to this being moved into the building. 1. Unloading and installation of the food service equipment items shall be the responsibility of the Manufacturer(s). 2. Contractor shall unload cooler/freezer and accessories upon equipment arrival to jobsite. D. Seating and Decor Contract shall be awarded separately by Owner. Contractor shall coordinate his work and leave conditions and surfaces ready to receive such items to be installed by Seating and Decor Contractor. E. Cooperate fully with separate contractors to insure work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts. 1.4 USE OF PREMISES A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of Project. B. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Limits: Confine constructions operations to contract limits indicated. 2. Owner Occupancy: Allow for Owner occupancy of Project site and use by the public. 3. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. C. Contractor shall confine his apparatus, storage of materials, and the operation of his work -force to limits indicated by law, ordinances, permits, and shall not encumber the premises with his materials. D. Contractor shall not load or permit any part of the building structure to be loaded with a weight that with endanger its safety or compromise its integrity. E. All materials on the jobsite shall be so stored and handled to preclude the inclusion of any foreign material in the Work, and to prevent damage from exposure to weather or ground. F. Construction personnel shall be allowed to park vehicles within the jobsite construction limits subject to Contractors restrictions imposed to comply with safety requirements and to avoid interference with progress of the Work. 1.5 OWNER'S OCCUPANCY REQUIREMENTS A. McDonald's may, prior to the completion of construction of the facility, store goods and otherwise occupy any portion thereof, which has been deemed structurally safe to occupy, and said occupancy will not substantially interfere with, increase the cost of, nor delay the work of the Contractor. 1. No such occupation or use shall take place until Contractor has given his written authorization setting forth the portions of the facility available for use and conditions of such occupancy. McDonald's shall assume all responsibility for damages to the facility directly resulting from partial occupancy. 2. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways or other occupied or used facilities without written permission from Owner and authorities having jurisdiction. SUMMARY 011000 - 2 r B. Occupancy Permit: Contractor shall obtain an occupancy permit and deliver same to Area Construction Manager at the completion of the Work. 1. Obtain and submit all pertinent operating certificates, final inspection/test reports/certificates, and similar releases that enable Owner's full and unrestricted use of the Work and full access to all services and utilities. 2. Make final change -over of locks and transmit keys to Owner. 1.6 SCOPE OF WORK - OWNER -FURNISHED PRODUCTS A. Contractor shall be responsible for acceptance Owner fumished products, including unloading, storage, handling, and installation in compliance with all local codes, ordinances, and normal guarantees. This work shall include the provision of any support system as required to receive Owner's equipment and mechanical and electrical connections for the following: 1. Ventilating fan units and related materials. 2. Counter -top, supplied and installed by Kitchen Equipment Supplier (KES). If counter top is supplied by a source other than KES, Contractor shall be responsible for installation, including any accessories and supports. 3. Heating and air conditioning equipment and related materials/accessories. 4. Freezer/cooler, supplied and installed by KES 5. Power/control outlet boxes 6. Fumish and install roof -mounted equipment and refrigeration compressor pad where indicated on Drawings. B. Owner Fumished Products Installed by Owner. The items listed below shall be Owner fumished and installed. Contractor shall be responsible for receiving, unloading, storage, and security items on the premises until Owner is ready to perform install said items. 1. Kitchen equipment 2. Soda system 3. Refrigeration 4. Seating and decor 5. Play place equipment C. Owner or Area Construction Manager shall be responsible for the following: 1. Owner shall arrange for and delivery of all necessary shop drawings, product data, templates, and samples to Contractor. 2. Owner shall arrange and pay for expenses relating to the delivery of Owner-fumished items in accordance with the Contractor's Construction Schedule. 3. Following delivery, Area Construction Manager shall inspect Owner-fumished items for any damages. 4. If Owner-fumished items are damaged, defective, or missing, the Operator/ Franchisee shall arrange for replacement. 5. Owner shall be response for arranging for any required manufacturer's field services and for the delivery of manufacturer's warranties to the appropriate Contractor responsible for installation. 6. Contractor shall coordinate and designate required delivery dates of all Owner-fumished items on the Contractor's Construction Schedule. 7. Contractor shall review shop drawings, product data, and product samples and retum Area Construction Manager with any notations regarding any anticipated discrepancies or problems associated with the use of the product and application. 8. Contractor shall be responsible for the protection of any Owner-fumished materials from damage, including damage from exposure to the elements. Contractor shall repair or replace items damaged as a result of his operations. 1.7 APPLICATION FOR PAYMENT A. Contractor shall review payment procedures and requirements with local McDonald's regional construction department of jurisdiction. 1.8 MODIFICATION PROCEDURES A. Contractor shall review contract modification procedures with local McDonald's Regional Construction Department of jurisdiction prior to the commencement of construction activities. SUMMARY 011000 - 3 • • 1.9 PROJECT MEETINGS A. Contractor shall review progress and coordination meeting requirements and related procedures with the local McDonald's Regional Construction Department of jurisdiction prior to the commencement of construction activities. 1.10 SUBMITTALS A. Must go to U.S. Restaurant Development. 1.11 PRODUCT SUBSTITUTIONS A. Contractor shall review substitution policy and procedure requirements with the local McDonald's Regional Construction Department and US Restaurant Design when applicable. 1.12 CONTRACT CLOSEOUT A. Contractor shall review closeout procedure requirements with the local McDonald's Regional Construction Department of jurisdiction. 1.13 SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using the 50 -division format and CSI/CSC's "MasterFormat - 2004" numbering system. 1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents. B. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 011000 SUMMARY 011000 - 4 McDonald's USA, LLC Project Manual SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 01 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, the following: 1. Administrative and supervisory personnel. 2. Project meetings. 3. Requests for Interpretation (RFI's). B. Each contractor shall participate in coordination requirements. Certain areas of responsibility will be assigned to a specific contractor. 1.3 DEFINITIONS A. RFI: Request from Contractor seeking interpretation or clarification of the Contract Documents. 1.4 COORDINATION A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. 4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. B. Contractor shall prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule 2. Preparation of the Schedule of Values 3. Installation and removal of temporary facilities and controls 4. Delivery and processing of submittals 5. Progress meetings 6. Preinstallation conferences 7. Startup and adjustment of systems 8. Project closeout activities 1.5 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, individuals whose presence is required, of date and time of each meeting. Notify Area Construction Manager of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. PROJECT MANAGEMENT AND COORDINATION 013100 - 1 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concemed, including Owner and Architect, within three days of the meeting. B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Area Construction Manager, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. 1. Attendees: Authorized representatives of McDonald's and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concemed parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Phasing. c. Critical work sequencing and long -lead items. d. Designation of key personnel and their duties. e. Procedures for processing field decisions and Change Orders. f. Procedures for RFI's. g. Procedures for testing and inspecting. h. Procedures for processing Applications for Payment. i. Distribution of the Contract Documents. j. Submittal procedures. k. Use of the premises. I. Work restrictions. m. Owner's occupancy requirements. n. Responsibility for temporary facilities and controls. o. Parking availability. p. Office, work, and storage areas. q. Equipment deliveries and priorities. r. First aid. s. Security. t. Progress leaning. u. Working hours. 3. Minutes: Contractor shall record and distribute meeting minutes. C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. 1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Area Construction Manager of scheduled meeting dates. 2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. The Contract Documents. b. Options. c. Related RFI's. d. Related Change Orders. e. Purchases. f. Deliveries. g. Submittals. h. Review of mockups. i. Possible conflicts. j. Compatibility problems. k. Time schedules. I. Weather limitations. m. Manufacturer's written recommendations. n. Warranty requirements. o. Compatibility of materials. p. Acceptability of substrates. q. Temporary facilities and controls. r. Space and access limitations. s. Regulations of authorities having jurisdiction. t. Testing and inspecting requirements. u. Required performance results. v. Protection of construction and personnel. PROJECT MANAGEMENT AND COORDINATION 013100 - 2 • 3. Contractor shall record and distribute significant conference discussions, agreements, and disagreements, including required corrective measures and actions. 4. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. 5. 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. D. Progress Meetings: Coordinate dates of meetings with Area Construction Manager. 1. Attendees: In addition to representatives of McDonald's, each contractor, subcontractor, supplier, and other entity concemed with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. 1) Review schedule for next period. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Work hours. 10) Progress cleaning. 11) Quality and work standards. 12) Status of correction of deficient items. 13) RFI's. 14) Status of proposal requests. 15) Pending changes. 16) Status of Change Orders. 17) Documentation of information for payment requests. 3. Minutes: Contractor shall record and distribute the meeting minutes. 4. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. a. 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. 1.6 REQUESTS FOR INTERPRETATION (RFI's) A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified, coordinate with Area Construction Manager. 1. RFI's shall originate with Contractor. Any RFI's submitted by entities other than Contractor will be retumed with no response. 2. Coordinate and submit RFI's in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. Name of Architect. 5. RFI number, numbered sequentially. 6. Specification Section number and title and related paragraphs, as appropriate. PROJECT MANAGEMENT AND COORDINATION 013100 - 3 • 7. Drawing number and detail references, as appropriate. 8. Field dimensions and conditions, as appropriate. 9. Contractors suggested solution(s). If Contractor's solution(s) impact Contract Time or Contract Sum, Contractor shall state impact in the RFI. 10. Contractors signature. 11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. a. Supplementary drawings prepared by Contractor shall include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments. PART2-PRODUCTS Not Used PART 3 - EXECUTION Not Used END OF SECTION 013100 PROJECT MANAGEMENT AND COORDINATION 013100 - 4 • • McDonald's Corporation Project Manual SECTION 014000 - QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY 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 DEFINITIONS A. Quality -Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements. B. Quality -Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. C. Mockups: Full-size, physical assemblies that are constructed on-site. Mockups are used to verify selections made under sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not Samples. Approved mockups establish the standard by which the Work will be judged. D. Preconstnrction Testing: Tests and inspections performed specifically for the Project before products and materials are incorporated into the Work to verify performance or compliance with specified criteria. E. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards. F. Source Quality -Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop. G. Field Quality -Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. Installer/Applicator/Erector. Contractor or another entity engaged by Contractor as an employee, Subcontractor, or Sub -subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. 1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades people of the corresponding generic name. QUALITY REQUIREMENTS 014000 - 1 • • • 1.4 CONFLICTING REQUIREMENTS A. General: 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. B. Minimum Quantity or Quality Levels: 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. 1.5 SUBMITTALS A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. B. Schedule of Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section number and title. 2. Description of test and inspection. 3. Identification of applicable standards. 4. Identification of test and inspection methods. 5. Number of tests and inspections required. 6. Time schedule or time span for tests and inspections. 7. Entity responsible for performing tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality -control service. C. Reports: Prepare and submit certified written reports that include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and weather conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.6 QUALITY ASSURANCE A. General: Qualifications paragraphs in this Article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. B. Installer Qualifications: A fimr or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. QUALITY REQUIREMENTS 014000 - 2 • • • B. Maintain log at Project site. Post changes and modifications as they occur. Provide access to test and inspection log for Architects reference during normal working hours. 3.2 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Specification Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. 2. Comply with the Contract Document requirements for Division 01 Section "Cutting and Patching." B. Protect construction exposed by or for quality -control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality -control services. END OF SECTION 014000 QUALITY REQUIREMENTS 014000 - 5 • McDonald's USA, LLC Project Manual SECTION 017300 - EXECUTION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 01 Specification Sections, apply to this Section 1.2 SUMMARY A. This Section includes general procedural requirements goveming execution of the Work including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. General installation of products. 4. Progress cleaning. 5. Starting and adjusting. 6. Protection of installed construction. 7. Correction of the Work. 1.3 SUBMITTALS A. Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal. 1.4 QUALITY ASSURANCE A. Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land -surveying services of the kind indicated. PART 2- PRODUCTS Not Used PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of site improvements, 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. 1. Before construction, verify the location and points of connection of utility services. B. Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water -service piping; and underground electrical services. 2. Fumish location data for work related to Project that must be performed by public utilities serving Project site. C. 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. Verify compatibility with and suitability of substrates, including compatibility of finishes or primers. 2. Examine roughing -in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 3. Examine walls, floors, and roofs for suitable conditions where products/ systems are to be installed. EXECUTION 017300 - 1 • • 4. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Existing Utility Information: Fumish information to local utility and Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction and McDonald's. B. 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. C. Space Requirements: Verify space requirements of items shown diagrammatically on Drawings_ D. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. 3.3 CONSTRUCTION LAYOUT A. Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect promptly. B. General: Engage a land surveyor or a professional engineer to lay out the Work using accepted surveying practices. 1. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 3. Inform installers of lines and levels to which they must comply. 4. Check the location, level and plumb, of every major element as the Work progresses. 5. Notify Architect when deviations from required lines and levels exceed allowable tolerances. 6. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. 3.4 FIELD ENGINEERING A. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. B. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and size of benchmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. C. Certified Survey: On completion of foundation walls, major site improvements, and other work requiring field -engineering services, prepare a certified survey showing dimensions, locations, angles, and elevations of construction and sitework, as determined by McDonald's. D. Final Property Survey: Prepare a final property survey showing significant features (real property) for Project. Include on the survey a certification, signed by land surveyor or a professional engineer, that principal metes, bounds, lines, and levels of Project are accurately positioned as shown on the survey, as determined by McDonald's. EXECUTION 017300 - 2 • 1. Recording: At Substantial Completion, have the final property survey recorded by or with authorities having jurisdiction as the official "property survey." 3.5 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, ducts, 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. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. G. 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. 3. Coordinate installation of anchorages. Fumish setting drawings and templates for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. H. 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. I. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.6 PROGRESS CLEANING A. General: Clean Project site and work areas daily. Coordinate progress cleaning for joint -use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully. Comply with NFPA 241 requirements for removal of combustible waste materials and debris. 1. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F. 2. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. B. Site: Maintain Project site free of waste materials and debris. 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. 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. EXECUTION 017300 - 3 • 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: Burying or buming waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. 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 construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during construction period. 3.7 STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust operating components for proper operation without binding. Adjust equipment for proper operation. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: If a factory -authorized service representative is required to inspect field - assembled components and equipment installation, comply with qualification requirements in Division 01 Section "Quality Requirements." 3.8 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. B. Comply with manufacturer's written instructions for temperature and relative humidity. 3.9 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. 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; replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 017300 EXECUTION 017300 - 4 • McDonald's USA, LLC Project Manual SECTION 017329 - CUTTING AND PATCHING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes procedural requirements for cutting and patching. 1.3 DEFINITIONS A. Cutting: Removal of in-place construction necessary to permit installation or performance of other Work. B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1.4 SUBMITTALS A. Cutting and Patching Proposal: Submit a proposal describing procedures at least 10 days before the time cutting and patching will be performed, requesting approval to proceed from Architect. Include the following information: 1. Extent: Describe cutting and patching, show how they will be performed, and indicate why they cannot be avoided. 2. Changes to In -Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building's appearance and other significant visual elements. 3. Products: List products to be used and firms or entities that will perform the Work. 4. Dates: Indicate when cutting and patching will be performed. 5. Utility Services and Mechanical/Electrical Systems: List services/systems that cutting and patching procedures will disturb or affect. List services/systems that will be relocated and those that will be temporarily out of service. Indicate how long services/systems will be disrupted. 6. Structural Elements: Where cutting and patching involve adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with original structure. 7. Architect's Approval: Obtain approval of cutting and patching proposal before cutting and patching. Approval does not waive right to later require removal and replacement of unsatisfactory work. 1.5 QUALITY ASSURANCE A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load - carrying capacity or load -deflection ratio. B. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a manner that could change their load -carrying capacity, that results in reducing their capacity to perform as intended, or that results 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. CUTTING AND PATCHING 017329 - 1 O PART 2 - PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections. B. In -Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. If identical materials are unavailable, use materials that, when installed, will match the visual and functional performance of in-place materials. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine surfaces to be cut and patched and conditions in which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place 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 in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project exposed during cutting and patching operations. 3.3 PERFORMANCE A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. 1. Cut in-place 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. B. Cutting: Cut in-place 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. 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete: Cut using a cutting machine, such as an abrasive saw or a diamond -core drill. 4. Excavating and Backfilling: Comply with requirements in applicable Division 31 Sections where required by cutting and patching operations. C. 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. 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. a. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition. 3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, apply primer and intermediate paint coats over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. 4. Ceilings: Patch, repair, or re -hang in-place ceilings as necessary to provide an even -plane surface of uniform appearance. CUTTING AND PATCHING 017329 - 2 • • • 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weather- tight condition. D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. END OF SECTION 017329 CUTTING AND PATCHING 017329 - 3 • • McDonald's USA, LLC Project Manual SECTION 017823 - OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 01 Specification Sections, apply to this Section 1.2 SUMMARY A. This Section includes administrative and procedural requirements for preparing operation and maintenance manuals, including the following: 1. Emergency manuals. 2. Operation manuals for systems, subsystems, and equipment. 3. Maintenance manuals for the care and maintenance of products, materials, finishes, and systems and equipment. 1.3 SUBMITTALS A. Manual: Submit one copy of each manual in final form at least 15 days before final inspection. Architect / U.S. Restaurant Development will retum copy with comments within 15 days after final inspection. 1. Correct or modify each manual to comply with Architect's comments. Submit 3 copies of each corrected manual within 15 days of receipt of Architect's comments. PART 2- PRODUCTS 2.1 MANUALS, GENERAL A. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain a title page, table of contents, and manual contents. 1. In addition to listed items in each individual specification section, provide system and subsystem data for manuals for the following: a. Overhead power boxes b. Exhaust fans c. Thermostats d. Energy management systems e. Rooftop HVAC units and controls f. Drive-thru windows g. Storefront framing and glazing system h. Lighting and controls i. Fumiture j. Plumbing fixtures and controls k. Equipment (kitchen) I. Electrical switchgear m. Electrical distribution panels n. Electric hand dryers o. Roofing membrane system and accessories B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name, address, and telephone number of Contractor. 6. Name and address of Architect. 7. Cross-reference to related systems in other operation and maintenance manuals. OPERATION AND MAINTENANCE DATA 017823 - 1 • C. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. 1. Binders: Heavy-duty, 3 -ring, vinyl -covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8 -1/2 -by -11 -inch paper, with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets. a. Identify each binder on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple -volume sets. 2. Dividers: Heavy -paper dividers with plastic -covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual. 3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment. 4. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations. 2.2 EMERGENCY MANUALS A. Content: Organize manual into a separate section for type of emergency, emergency instructions, and emergency procedures. B. Type of Emergency: Where applicable for each type of emergency indicated below, include instructions and procedures for each system, subsystem, piece of equipment, and component for fire, flood, gas leak, water leak, power failure, water outage, and equipment failure. C. Emergency Instructions: Describe and explain wamings, trouble indications, error messages, and similar codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer, supplier, and manufacturer to maintain warranties. D. Emergency Procedures: Include instructions on stopping, shutdown instructions for each type of emergency, operating instructions for conditions outside normal operating limits, and required sequences for electric or electronic systems. 2.3 OPERATION MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and equipment descriptions, operating standards, operating procedures, operating logs, wiring and control diagrams, and license requirements. B. Descriptions: Include the following: 1. Product name and model number. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts. C. Operating Procedures: Include start-up, break-in, and control procedures; stopping and normal shutdown instructions; routine, normal, seasonal, and weekend operating instructions; and required sequences for electric or electronic systems. D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. OPERATION AND MAINTENANCE DATA 017823 - 2 • E. Piped Systems: Diagram piping as installed, and identify color -coding where required for identification. 2.4 PRODUCT MAINTENANCE MANUAL A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below. B. Source Information: List each product included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Product Information: Include the following, as applicable: 1. Product name and model number. 2. Manufacturer's name. 3. Color, pattern, and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and inspection procedures, types of cleaning agents, methods of cleaning, schedule for cleaning/ maintenance, and repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: General Contractor to submit Product Maintenance Manual to Area Construction Manager. Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 2.5 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below. B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including maintenance instructions, drawings and diagrams for maintenance, nomenclature of parts and components, and recommended spare parts for each component part or piece of equipment: D. Maintenance Procedures: Include test and inspection instructions, troubleshooting guide, disassembly instructions, and adjusting instructions that detail essential maintenance procedures: E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services. G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. H. Warranties and Bonds: General Contractor to submit Systems and Equipment Maintenance Manual to Area Construction Manager. Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. OPERATION AND MAINTENANCE DATA 017823 - 3 r • r PART 3 - EXECUTION 3.1 MANUAL PREPARATION A. Emergency Manual: Assemble a complete set of emergency information indicating procedures for use by emergency personnel and by Owner's operating personnel for types of emergencies indicated. B. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and maintenance of each product, material, and finish incorporated into the Work. C. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a system. D. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only sheets pertinent to product or component installed. Mark each sheet to identify each product or component incorporated into the Work. If data include more than one item in a tabular format, identify each item using appropriate references from the Contract Documents. Identify data applicable to the Work and delete references to information not applicable. 1. Drawings: Prepare drawings if deviation from Project Record documents occurs. END OF SECTION 017823 OPERATION AND MAINTENANCE DATA 017823 - 4 • McDonald's USA, LLC Project Manual SECTION 017839 - PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 01 Specification Sections, apply to this Section 1.2 SUMMARY A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: 1. Record Drawings and 2. Record Product Data. B. Related Sections include the following: 1. Division 01 Section "Operation and Maintenance Data" for operation and maintenance manual requirements. 1.3 SUBMITTALS A. Record Drawings: Comply with the following: 1) Number of Copies: Submit one set of marked -up Record Prints / Co Signed Prints, can be electronic format on CD. B. Record Product Data: Submit one copy of each Product Data submittal to Area Construction Manager. PART 2- PRODUCTS 2.1 RECORD DRAWINGS A. Record Prints: Maintain one set of blue- or black -line white prints of Contract Drawings and Shop Drawings. 1. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings. 3. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location. 4. Note Construction Change Directive numbers, altemate numbers, Field Work Authorization forms, Change Order numbers, and similar identification, where applicable. 5. Record all finish materials on final record finish schedule B. Record Transparencies: Immediately before inspection for Certificate of Substantial Completion, review marked -up Record Prints with Architect / Area Construction Manager. When authorized, prepare a full set of corrected transparencies of the Contract Drawings and Shop Drawings. 1. Incorporate changes and additional information previously marked on Record Prints. Erase, redraw, and add details and notations where applicable. 2. Refer instances of uncertainty to Architect for resolution. 3. Print the Contract Drawings and Shop Drawings for use as Record Transparencies. Area Construction Manager will make the Contract Drawings available to Contractor's print shop. C. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. PROJECT RECORD DOCUMENTS 017839 - 1 • 1. Record Prints: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Indude identification on cover sheets. 2. Record Transparencies: Organize into unbound sets matching Record Prints. Place transparencies in durable tube -type drawing containers with end caps. Mark end cap of each container with identification. If container does not include a complete set, identify Drawings included. 3. Record CAD Drawings: Organize CAD information into separate electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each CAD file. 4. Identification: As follows: a. Project name. b. Date. c. Designation "PROJECT RECORD DRAWINGS." d. Name of Architect. e. Name of Contractor. 2.2 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Indude significant changes in the product delivered to Project site and changes in manufacturers written instructions for installation. 3. Note related Change Orders and Record Drawings where applicable. 2.3 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. B. Minority spending report, where required. PART 3 - EXECUTION 3.1 RECORDING AND MAINTENANCE A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur, do not wait until the end of Project. B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field office apart from the Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a dean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. END OF SECTION 017839 PROJECT RECORD DOCUMENTS 017839 - 2 • McDonald's USA, LLC Project Manual SECTION 024116 - STRUCTURE DEMOLITION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal of buildings and site improvements. 2. Removing below -grade construction. 3. Disconnecting, capping or sealing, and removing site utilities. B. Related Sections include the following: 1. Division 31 Section "Site Clearing" for site clearing and removal of above- and below -grade site improvements not part of building demolition. 1.3 DEFINITIONS A. Demolish: Completely remove and legally dispose of off-site. B. Salvage: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner. Include fasteners or brackets needed for reattachment elsewhere. 1.4 MATERIALS OWNERSHIP A. Unless otherwise indicated, demolition waste becomes property of Contractor. B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner. 1. Carefully salvage in a manner to prevent damage and promptly retum to Owner. 1.5 SUBMITTALS A. Qualification Data: For refrigerant recovery technician. B. Proposed Protection Measures: Submit informational report, including drawings, that indicates the measures proposed for protecting individuals and property, for environmental protection, for dust control and for noise control. Indicate proposed locations and construction of barriers. 1. Adjacent Buildings: Detail special measures proposed to protect adjacent buildings to remain. C. Schedule of Building Demolition Activities: Indicate the following: 1. Detailed sequence of demolition work, with starting and ending dates for each activity. 2. Temporary interruption of utility services. 3. Shutoff and capping or re-routing of utility services. D. Predemolition Photographs: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by building demolition operations. Submit before the Work begins. E. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. STRUCTURE DEMOLITION 024116 - 1 • D. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or products that are similar to those indicated for this Project in material, design, and extent. F. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 548; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities. 1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 2. NVLAP: A testing agency accredited according to NISTs National Voluntary Laboratory Accreditation Program. G. Factory -Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. H. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: 1. Build mockups in location and of size indicated or, if not indicated, as directed by Architect. 2. Notify Architect seven days in advance of dates and times when mockups will be constructed. 3. Demonstrate the proposed range of aesthetic effects and workmanship. 4. Obtain Architect's approval of mockups before starting work, fabrication, or construction. 5. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 6. Demolish and remove mockups when directed, unless otherwise indicated. 1.7 QUALITY CONTROL A. Owner Responsibilities: Where quality -control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 1. Owner will fumish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. 2. Payment for these services will be made from testing and inspecting allowances, paid by McDonald's. 3. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order. B. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless otherwise indicated, provide quality -control services specified and required by authorities having jurisdiction. Perform quality -control services required of Contractor by authorities having jurisdiction, whether specified or not. 1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality -control services. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner. 2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 3. Where quality -control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality -control service. 4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 5. Submit copies of each written report directly to authorities having jurisdiction, when directed. C. Manufacturer's Field Services: Where indicated, engage a factory -authorized service representative to inspect field -assembled components and equipment installation, including service connections. Report results in writing. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality -control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. QUALITY REQUIREMENTS 014000 - 3 • D. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. 1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Determine the location from which test samples will be taken and in which in-situ tests are conducted. 3. Conduct and interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 4. Submit a certified written report, in duplicate, of each test, inspection, and similar quality -control service through Contractor. 5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work. 6. Do not perform any duties of Contractor. E. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality - control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field curing of test samples. 5. Preliminary design mix proposed for use for material mixes that require control by testing agency. 6. Security and protection for samples and for testing and inspecting equipment at Project site. F. Coordination: Coordinate sequence of activities to accommodate required quality -assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. 1.8 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Owner will engage a qualified testing agency to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner, and as follows: B. Special Tests and Inspections: Conducted by a qualified testing agency as required by authorities having jurisdiction, as indicated in individual Specification Sections, and as follows: 1. Verifying that manufacturer maintains detailed fabrication and quality -control procedures and reviewing the completeness and adequacy of those procedures to perform the Work. 2. Notifying Architect and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services. 3. Submitting a certified written report of each test, inspection, and similar quality -control service to Architect with copy to Contractor and to authorities having jurisdiction. 4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. 5. Interpreting tests and inspections and stating in each report whether tested and inspected work complies with or deviates from the Contract Documents. 6. Retesting and reinspecting corrected work. PART 2- PRODUCTS Not Used PART 3 - EXECUTION 3.1 TEST AND INSPECTION LOG A. Prepare a record of tests and inspections. Include the following: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspection results were transmitted to Architect. 4. Identification of testing agency or special inspector conducting test or inspection. QUALITY REQUIREMENTS 014000 - 4 • • F. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for recovering refrigerant, stating that all refrigerant that was present was recovered and that recovery was performed according to EPA regulations. Include name and address of technician and date refrigerant was recovered. 1.6 QUALITY ASSURANCE A. Refrigerant Recovery Technician Qualifications: Certified by EPA -approved certification program. B. Regulatory Requirements: Comply with goveming EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Standards: Comply with ANSI A10.6 and NFPA 241. D. Predemolition Conference: Conduct conference at Project site. 1.7 PROJECT CONDITIONS A. Buildings to be demolished will be vacated and their use discontinued before start of the Work. B. Buildings immediately adjacent to demolition area will be occupied. Conduct building demolition so operations of occupied buildings will not be disrupted. 1. Provide not Tess than 72 hours' notice of activities that will affect operations of adjacent occupied buildings. 2. Maintain access to existing walkways, exits, and other facilities used by occupants of adjacent buildings. Do not close or obstruct walkways, exits, or other facilities used by occupants of adjacent buildings without written permission from authorities having jurisdiction. C. Owner assumes no responsibility for buildings and structures to be demolished. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. Hazardous materials will be removed by Owner before start of the Work. 2. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. E. On-site storage or sale of removed items or materials is not permitted. 1.8 COORDINATION A. Arrange demolition schedule so as not to interfere with operations of adjacent occupied buildings. PART2-PRODUCTS 2.1 SOIL MATERIALS A. Satisfactory Soils: Comply with requirements in Division 31 Section "Earth Moving." PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped before starting demolition operations. B. Review Project Record Documents of existing construction provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents. C. Inventory and record the condition of items to be removed and salvaged. Provide photographs of conditions that might be misconstrued as damage caused by salvage operations. D. Engage a professional engineer to perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during building demolition operations. STRUCTURE DEMOLITION 024116 - 2 • E. Verify that hazardous materials have been remediated before proceeding with building demolition operations. 3.2 PREPARATION A. Refrigerant: Remove refrigerant from mechanical equipment according to 40 CFR 82 and regulations of authorities having jurisdiction before starting demolition. B. Existing Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities serving buildings and structures to be demolished. 1. Arrange to shut off indicated utilities with utility companies. 2. If removal, relocation, or abandonment of utility services will affect adjacent occupied buildings, then provide temporary utilities that bypass buildings and structures to be demolished and that maintain continuity of service to other buildings and structures. 3. Cut off pipe or conduit a minimum of 24 inches below grade. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing according to requirements of authorities having jurisdiction. C. Existing Utilities: Refer to Divisions 22 and 26 Sections for shutting off, disconnecting, removing, and sealing or capping utilities. Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing. D. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent unexpected movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of demolition. E. Salvaged Items: Comply with the following: 1. Clean salvaged items of dirt and demolition debris. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to storage area designated by Owner. 5. Protect items from damage during transport and storage. 3.3 PROTECTION A. Existing Facilities: Protect adjacent walkways, loading docks, building entries, and other building facilities during demolition operations. Maintain exits from existing buildings. B. Existing Utilities: Maintain utility services to remain and protect from damage during demolition operations. 1. Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction. 2. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and authorities having jurisdiction. Provide at least 72 hours' notice to occupants of affected buildings if shutdown of service is required during changeover. C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction and as indicated. 1. Protect adjacent buildings and facilities from damage due to demolition activities. 2. Protect existing site improvements, appurtenances, and landscaping to remain. 3. Erect a plainly visible fence around drip line of trees to remain. 4. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 5. Provide protection to ensure safe passage of people around building demolition area and to and from occupied portions of adjacent buildings and structures. D. Remove temporary barriers and protections where hazards no longer exist. Where open excavations or other hazardous conditions remain, leave temporary barriers and protections in place. 3.4 DEMOLITION, GENERAL A. General: Demolish indicated existing buildings and site improvements completely. Use methods required to complete the Work within limitations of goveming regulations and as follows: 1. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire - suppression devices during flame -cutting operations. 2. Maintain fire watch during and for at least 2 hours after flame cutting operations. STRUCTURE DEMOLITION 024116 - 3 • 3. Maintain adequate ventilation when using cutting torches. 4. Locate building demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. B. Engineering Surveys: During demolition, perform surveys to detect hazards that may result from building demolition activities. C. Site Access and Temporary Controls: Conduct building demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, walkways, 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 authorities having jurisdiction. 2. Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing environmental -protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. D. Explosives: Use of explosives is not permitted. 3.5 DEMOLITION BY MECHANICAL MEANS A. Proceed with demolition of structural framing members systematically, from higher to lower level. Complete building demolition operations above each floor or tier before disturbing supporting members on the next lower level. B. Remove debris from elevated portions of the building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. Remove structural framing members and lower to ground by method suitable to minimize ground impact and dust generation. C. Below -Grade Construction: Demolish foundation walls and other below -grade construction. 1. Remove below -grade construction, including basements, foundation walls, and footings, completely. D. Existing Utilities: Demolish and remove existing utilities and below -grade utility structures. 1. Piping: Disconnect piping at unions, flanges, valves, or fittings. 2. Wiring Ducts: Disassemble into unit lengths and remove plug-in and disconnecting devices 3.6 SITE RESTORATION A. Below -Grade Areas: Completely fill below -grade areas and voids from building demolition operations with satisfactory soil materials according to backfill requirements in Division 31 Section "Earth Moving." B. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades. 3.7 REPAIRS A. Promptly repair damage to adjacent buildings caused by demolition operations. 3.8 DISPOSAL OF DEMOLISHED MATERIALS A. Remove demolition waste materials from Project site and legally dispose of them in an EPA -approved landfill acceptable to authorities having jurisdiction. 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. Do not bum demolished materials. 3.9 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Retum adjacent areas to condition existing before building demolition operations began. END OF SECTION 024116 STRUCTURE DEMOLITION 024116 - 4 • McDonald's USA, LLC Project Manual SECTION 033000 - CAST -IN-PLACE CONCRETE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies cast -in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following: 1. Footings. 2. Foundation walls. 3. Slabs -on -grade. 4. Piers 5. Equipment pads and bases. B. Related Sections include the following: 1. Division Section 072100 "Thermal Insulation" for perimeter insulation under slabs -on -grade 2. Division Section 31200 "Earth Moving" for drainage fill under slabs -on -grade. 1.3 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-fumace slag, and silica fume; subject to compliance with requirements. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Design Mixtures: For each concrete mixture. Submit altemate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mixing water to be withheld for later addition at Project site. C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement. D. Welding certificates. E. Qualification Data: For Installer and testing agency. F. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements: 1. Aggregates. Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity. G. Material Certificates: For each of the following, signed by manufacturers: 1. Cementitious materials. 2. Admixtures. 3. Form materials and form -release agents. 4. Steel reinforcement and accessories. 5. Fiber reinforcement. 6. Curing compounds. 7. Floor and slab treatments. 8. Bonding agents. CAST -IN-PLACE CONCRETE 033000 - 1 • 9. Adhesives. 10. Vapor retarders. 11. Semirigid joint filler. 12. Joint -filler strips. 13. Repair materials. H. Field quality -control test and inspection reports. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI -certified Flatwork Technician and Finisher and a supervisor who is an ACI -certified Concrete Flatwork Technician. B. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548. 1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP -01 or an equivalent certification program. 2. Personnel performing laboratory tests shall be ACI -certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency laboratory supervisor shall be an ACI -certified Concrete Laboratory Testing Technician - Grade II. C. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer. D. Welding: Qualify procedures and personnel according to AWS D1.4, "Structural Welding Code—Reinforcing Steel." E. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." 2. ACI 301, "Specification for Structural Concrete," Sections 1 through 5. 3. ACI 318, "Building Code Requirements for Structural Concrete." F. Concrete: Comply with Concrete Reinforcing Steel Institute (CRSI) "Manual of Standard Practice." G. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures. 1. Owner will employ and pay for a testing laboratory experienced in design and testing of concrete materials and mixes to perform quality control testing where required by Project Manager in accordance with General Conditions. 2. Provide the services of a testing laboratory to design concrete mixes. 3. Testing agency shall meet the requirements of ASTME329. 4. Selection of a testing laboratory is subject to the Project Manager's acceptance. 5. Submit a written description of the proposed concrete testing laboratory giving qualitifications of personnel, laboratory facilities and equipment, and other information as may be requested by the Project Manager. H. Tests for Concrete Materials: 1. For normal weight concrete, test aggregates by the methods of sampling and testing of ASTM C33. 2. For Portland Cement, sample the cement and determine the properties by the methods of test of ASTM C150. 3. Submit written reports for each material sampled and tested, prior to the start of Work. Provide the Project identification name and number, date of report, name of Contractor, name of concrete testing service, source of concrete aggregates, material manufacturer and brand name for manufactured materials, values specified in the referenced specification for each material, and test results. Indicate whether or not materials are acceptable for intended use. 4. Certificates of material properties and compliances with specified requirements may be submitted in lieu of testing, when acceptable to the project Manager. Certificates of Compliance must be signed by the materials producer and the Contractor. CAST -IN-PLACE CONCRETE 033000 - 2 • • 1.6 DELIVERY, STORAGE, AND HANDLING A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage. Avoid damaging coatings on steel reinforcement. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Products: Subject to compliance with requirements, provide one of the products specified. 2. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.2 FORM -FACING MATERIALS A. Smooth -Formed Finished Concrete: Form -facing panels that will provide continuous, true, and smooth concrete surfaces. Fumish in largest practicable sizes to minimize number of joints. 1. Plywood, metal, or other approved panel materials. 2. Exterior -grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows: a. High-density overlay, Class 1 or better. b. Medium -density overlay, Class 1 or better, mill -release agent treated and edge sealed. c. Structural 1, B -B or better; mill oiled and edge sealed. d. B -B (Concrete Form), Class 1 or better, mill oiled and edge sealed. B. Rough -Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. C. Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally sufficient to support weight of plastic concrete and other superimposed loads. D. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal. E. Form -Release Agent: Commercially formulated form -release agent with a maximum of 250 g/L volatile organic compounds (VOC's) that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate form -release agent with rust inhibitor for steel form -facing. F. Form Ties: Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Fumish units that will leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface. 2. Fumish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface. 3. Fumish ties with integral water -barrier plates to walls indicated to receive dampproofing or waterproofing. 2.3 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615, Grade 60, deformed. B. Steel Bar Mats: ASTM A 184, fabricated from ASTM A 615, Grade 60, deformed bars, assembled with clips. C. Plain -Steel Wire: ASTM A 82, as drawn. D. Plain -Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as -drawn steel wire into flat sheets. CAST -IN-PLACE CONCRETE 033000 - 3 • • 2.4 REINFORCEMENT ACCESSORIES A. Joint Dowel Bars: ASTM A 615, Grade 60, plain -steel bars, cut bars true to length with ends square and free of burrs. B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 1. For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic -protected steel wire or CRSI Class 2 stainless-steel bar supports. 2.5 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1. Portland Cement: ASTM C 150, Type I, gray. Supplement with the following: a. Fly Ash: ASTM C 618, Class F. b. Ground Granulated Blast -Furnace Slag: ASTM C 989, Grade 100 or 120. B. Silica Fume: ASTM C 1240, amorphous silica. C. Normal -Weight Aggregates: ASTM C 33, Class 3M coarse aggregate or better, graded. Provide aggregates from a single source. 1. Maximum Coarse -Aggregate Size: 1 inch nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. D. Lightweight Aggregate: ASTM C 330, 1/2 -inch nominal maximum aggregate size. E. Water. ASTM C 94 and potable. 2.6 ADMIXTURES A. Air -Entraining Admixture: ASTM C 260. B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 1. Water -Reducing Admixture: ASTM C 494, Type A. 2. Retarding Admixture: ASTM C 494, Type B. 3. Water -Reducing and Retarding Admixture: ASTM C 494, Type D. 4. High -Range, Water -Reducing Admixture: ASTM C 494, Type F. 5. High -Range, Water -Reducing and Retarding Admixture: ASTM C 494, Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017, Type II. C. Set -Accelerating Con-osion-Inhibiting Admixture: Commercially formulated, anodic inhibitor or mixed cathodic and anodic inhibitor; capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete and complying with ASTM C 494, Type C. 1. Products: a. Euclid Chemical Company; Eucon CIA. b. Grace Construction Products, W. R. Grace & Co.; DCI. c. Master Builders, Inc.; Rheocrete CNI. d. Sika Corporation; Sika CNI. D. Non -Set -Accelerating Corrosion -Inhibiting Admixture: Commercially formulated, non -set -accelerating, anodic inhibitor or mixed cathodic and anodic inhibitor, capable of forming a protective barrier and minimizing chloride reactions with steel reinforcement in concrete. 1. Products: a. Cortec Corporation; MCI 2005NS. b. Grace Construction Products, W. R. Grace & Co.; DCI -S. c. Master Builders, Inc.; Rheocrete 222+. d. Sika Corporation; FerroGard-901. CAST -IN-PLACE CONCRETE 033000 - 4 • • 2.7 FIBER REINFORCEMENT A. Carbon -Steel Fiber. ASTM A 820, deformed, minimum of 1.5 inches long, and aspect ratio of 45 to 50. 1. Products: a. Bekaert Corporation; Dramix. b. Fibercon International, Inc.; Fibercon. c. SI Concrete Systems; Zorex. 2. Fiber. Type 2, cut sheet. B. Synthetic Fiber: Fibrillated polypropylene fibers engineered and designed for use in concrete pavement, complying with ASTM C 1116, Type III, 3/4 inches long. 1. Products: a. Fibrillated Fibers: 1) Euclid Chemical Company; Fiberstrand F. 2) Grace Construction Products, W. R. Grace & Co.; Grace Fibers. 3) SI Concrete Systems; Fibermesh. 2.8 VAPOR RETARDERS A. Plastic Vapor Retarder. ASTM E 1745, Class C, or polyethylene sheet, ASTM D 4397, not less than 10 mils thick. Include manufacturer's recommended adhesive or pressure -sensitive joint: tape. 1. Products: a. Fortifiber Corporation; Moistop Plus. b. Raven Industries Inc.; Dura Skrim 8. c. Reef Industries, Inc.; Griffolyn Type 85. d. Stego Industries, LLC; Stego Wrap, 10 mils. B. Granular Fill: Clean mixture of crushed stone or crushed or uncrushed gravel; ASTM D 448, Size 57, with 100 percent passing a 1 -1/2 -inch sieve and 0 to 5 percent passing a No. 8 sieve. 2.9 CURING MATERIALS A. Evaporation Retarder. Waterborne, monomolecular film forming, manufactured for application to fresh concrete. 1. Products: a. ChemMasters; Spray -Film. b. Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior Company; Aquafilm. c. Dayton Superior Corporation; Sure Film. d. Eudid Chemical Company; Eucobar. e. L&M Construction Chemicals, Inc.; E -Con. f. Meadows, W. R., Inc.; Sealtight Evapre. B. Absorptive Cover. AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry. C. Moisture -Retaining Cover. ASTM C 171, polyethylene film or white burlap -polyethylene sheet. D. Water. Potable. E. Clear, Waterbome, Membrane -Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating. 1. Products: a. ChemMasters; Safe -Cure Clear. b. Conspec Marketing & Manufacturing Co., a Dayton Superior Company; W.B. Resin Cure. c. Dayton Superior Corporation; Day Chem Rez Cure (J -11-W). d. Eudid Chemical Company; Kurez DR VOX. e. L&M Construction Chemicals, Inc.; L&M Cure R. f. Meadows, W. R., Inc.; 1100 Clear. g. Tamms Industries, Inc.; Homcure WB 30. 2.10 RELATED MATERIALS A. Expansion- and Isolation -Joint -Filler Strips: ASTM D 1751, asphalt -saturated cellulosic fiber. CAST -IN-PLACE CONCRETE 033000 - 5 • B. Semirigid Joint Filler. Two -component, semirigid, 100 percent solids, epoxy resin with a Type A shore durometer hardness of 80 per ASTM D 2240. C. Bonding Agent: ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene. D. Epoxy Bonding Adhesive: ASTM C 881, two -component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows: 1. Types I and 11, non -load bearing, for bonding hardened or freshly mixed concrete to hardened concrete. E_ Reglets: Fabricate reglets of not less than 0.0217 -inch thick, galvanized steel sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris. F. Dovetail Anchor Slots: Hot -dip galvanized steel sheet, not less than 0.0336 -inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris. 2.11 CONCRETE MIXTURES, GENERAL A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. 1. Use a qualified independent testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures. B. Cementitious Materials: Use fly ash, pozzolan, ground granulated blast-fumace slag, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, by not less than 40 percent. Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows: 1. Fly Ash: 25 percent. 2. Combined Fly Ash and Pozzolan: 25 percent. 3. Ground Granulated Blast-Fumace Slag: 50 percent. 4. Combined Fly Ash or Pozzolan and Ground Granulated Blast-Fumace Slag: 50 percent portland cement minimum, with fly ash or pozzolan not exceeding 25 percent. 5. Silica Fume: 10 percent. 6. Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent. 7. Combined Fly Ash or Pozzolans, Ground Granulated Blast-Fumace Slag, and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 percent and silica fume not exceeding 10 percent. C. Limit water-soluble, chloride -ion content in hardened concrete to 0.10 percent by weight of cement. D. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water -reducing or plasticizing admixture in concrete, as required, for placement and workability. 2. Use water -reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions. 3. Use water -reducing admixture in pumped concrete, concrete for heavy -use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50. 4. Use corrosion -inhibiting admixture in concrete mixtures where indicated. 2.12 REPAIR MATERIALS A. Repair Underlayment: Cement -based, polymer -modified, self -leveling product that can be applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations. 1. Cement Binder. ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2. Primer. Product of underlayment manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer. 4. Compressive Strength: Not less than 4000 psi at 28 days when tested according to ASTM C 109. B. Repair Overlayment: Cement -based, polymer -modified, self -leveling product that can be applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations. CAST -IN-PLACE CONCRETE 033000 - 6 • 1. Cement Binder. ASTM C 150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C 219. 2. Primer. Product of topping manufacturer recommended for substrate, conditions, and application. 3. Aggregate: Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by topping manufacturer. 4. Compressive Strength: Not less than 5000 psi'at 28 days when tested according to ASTM C 109. 2.13 CONCRETE MIXTURES FOR BUILDING ELEMENTS A. Footings: Proportion normal -weight concrete mixture as follows: 1. Minimum Compressive Strength: 3000 psi at 28 days. 2. Maximum Water-Cementitious Materials Ratio: 0.45. 3. Slump Limit: 4 inches, plus or minus 1 inch. 4. Air Content: 5-1/2 percent, plus or minus 1.5 percent at point of delivery for 1-1/2 inch nominal maximum aggregate size. 5. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4 -inch nominal maximum aggregate size. B. Foundation Walls: Proportion normal -weight concrete mixture as follows: 1. Minimum Compressive Strength: 3000 psi at 28 days. 2. Maximum Water-Cementitious Materials Ratio: 0.45. 3. Slump Limit: 4 inches, plus or minus 1 inch. 4. Air Content: 5-1/2 percent, plus or minus 1.5 percent at point of delivery for 1 -1/2 -inch nominal maximum aggregate size. 5. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4 -inch nominal maximum aggregate size. C. Slabs -on -Grade: Proportion normal -weight concrete mixture as follows: 1. Minimum Compressive Strength: 3500 psi at 28 days. 2. Minimum Cementitious Materials Content 520 lb/cu. yd. 3. Slump Limit: 4 inches, plus or minus 1 inch. 4. Air Content: 5-1/2 percent, plus or minus 1.5 percent at point of delivery for 1 -1/2 -inch nominal maximum aggregate size. 5. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4 -inch nominal maximum aggregate size. 6. Air Content: Do not allow air content of troweled finished floors to exceed 3 percent. 7. Steel -Fiber Reinforcement: Add to concrete mixture, according to manufacturer's written instructions, at a rate of 50 Ib/cu. yd. 8. Synthetic Fiber. Uniformly disperse in concrete mixture at manufacturer's recommended rate, but not Tess than 1.5 Ib/cu. yd. 2.14 FABRICATING REINFORCEMENT A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.15 CONCRETE MIXING A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94 and ASTM C 1116, and fumish batch ticket information. 1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. B. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C 94. Mix concrete materials in appropriate drum -type batch machine mixer. 1. For mixer capacity of 1 cu. yd. or smaller, continue mixing at least 1-1/2 minutes, but not more than 5 minutes after ingredients are in mixer, before any part of batch is released. 2. For mixer capacity larger than 1 cu. yd., increase mixing time by 15 seconds for each additional 1 cu. yd. 3. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type, mixture time, quantity, and amount of water added. Record approximate location of final deposit in structure. CAST -IN-PLACE CONCRETE 033000 - 7 • • PART 3 - EXECUTION 3.1 FORMWORK A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to supportvertical, lateral, static, and dynamic loads, and construction Toads that might be applied, until structure can support such loads. B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117. C. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows: 1. Class A, 1/8 inch for smooth -formed finished surfaces. 2. Class B, 1/4 inch for rough -formed finished surfaces. D. Construct forms tight enough to prevent loss of concrete mortar. E. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. 1. Install keyways, reglets, recesses, and the like, for easy removal. 2. Do not use rust -stained steel form -facing material. F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off templates or compacting -type screeds. G. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent Toss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. H. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. I. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. J. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. K. Coat contact surfaces of forms with form -release agent, according to manufacturer's written instructions, before placing reinforcement. 3.2 EMBEDDED ITEMS A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions fumished with items to be embedded. 1. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC's "Code of Standard Practice for Steel Buildings and Bridges." 2. Install reglets to receive waterproofing and to receive through -wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions. 3. Install dovetail anchor slots in concrete structures as indicated. 3.3 REMOVING AND REUSING FORMS A. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete, if concrete is hard enough to not be damaged by form -removal operations and curing and protection operations are maintained. 1. Leave formwork for beam soffits, joists, slabs, and other structural elements that supports weight of concrete in place until concrete has achieved at least 75 percent of its 28 -day design compressive strength. 2. Remove forms only if shores have been arranged to permit removal of forms without loosening or disturbing shores. CAST -IN-PLACE CONCRETE 033000 - 8 • B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form -facing material will not be acceptable for exposed surfaces. Apply new form -release agent. C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to dose joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect. 3.4 VAPOR RETARDERS A. Plastic Vapor Retarders: Place, protect, and repair vapor retarders according to ASTM E 1643 and manufacturer's written instructions. 1. Lap joints 12 inches and seal with manufacturer's recommended tape. 3.5 STEEL REINFORCEMENT A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would reduce bond to concrete. C. Accurately position, support and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. 1. Weld reinforcing bars according to AWS D1.4, where indicated. D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces. E. Install welded wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. 3.6 JOINTS A. General: Construct joints true to line with faces perpendicular to surface plane of concrete. B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. 1. Place joints perpendicular to main reinforcement. Continue reinforcement across construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of floors and slabs. 2. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. 3. Locate joints for beams, slabs, joists, and girders in the middle third of spans. Offset joints in girders a minimum distance of twice the beam width from a beam -girder intersection. 4. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs. 5. Space vertical joints in walls as indicated, or a maximum of 20 feet. Locate joints beside piers integral with walls, near comers, and in concealed locations where possible. 6. Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 7. Use epoxy -bonding adhesive at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. C. Contraction Joints in Slabs -on -Grade: Form weakened -plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows: 1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces. 2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 -inch wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks. CAST -IN-PLACE CONCRETE 033000 - 9 • D. Isolation Joints in Slabs -on -Grade: After removing formwork, install joint -filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, and other locations, as indicated. 1. Extend joint -filler strips full width and depth of joint, terminating flush with finished concrete surface, unless otherwise indicated. 2. Terminate full -width joint -filler strips not less than 1/2 inch or more than 1 inch below finished concrete surface where joint sealants, specified in Division 07 Section "Joint Sealants," are indicated. 3. Install joint -filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together. E. Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or asphalt coat one-half of dowel length to prevent concrete bonding to one side of joint. 3.7 CONCRETE PLACEMENT A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. B. Comply with ACI304, "Guide For Measuring, Mixing, Transporting and Placing Concrete," and as specified. C. Do not add water to concrete during delivery, at Project site, or during placement unless approved by Architect. D. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301. Do not add water to concrete after adding high -range water -reducing admixtures to mixture. E. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. 1. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and in a manner to avoid inclined construction joints. 2. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. 3. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. F. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. 1. Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into comers. 2. Maintain reinforcement in position on chairs during concrete placement. 3. Screed slab surfaces with a straightedge and strike off to correct elevations. 4. Slope surfaces uniformly to drains where required. 5. Begin initial floating using bull floats or darbies to form a uniform and open -textured surface plane, before excess bleed -water appears on the surface. Do not further disturb slab surfaces before starting finishing operations. 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 average high and low temperature is expected to fall below 40 deg F for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301. 2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. H. Hot -Weather Placement: Comply with ACI 301 and as follows: 1. Maintain concrete temperature below 90 deg F at time of placement. 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. CAST -IN-PLACE CONCRETE 033000 - 10 • 2. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. 3.8 FINISHING FORMED SURFACES A. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed -surface irregularities. 1. Apply to concrete surfaces not exposed to public view. B. Smooth -Formed Finish: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed -surface irregularities. 1. Apply to concrete surfaces exposed to public view, to be covered with a coating or covering material applied directly to concrete. C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. 3.9 FINISHING FLOORS AND SLABS A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull -floated or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude of 1/4 inch in 1 direction. 1. Apply scratch finish to surfaces indicated and to receive concrete floor toppings C. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power - driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. 1. Apply a trowel finish to surfaces indicated, exposed to view or to be covered with ceramic or quarry tile set over a cleavage membrane, paint, or another thin -film -finish coating system. 2. Finish and measure surface so gap at any point between concrete surface and an unleveled, freestanding, 10 -foot- long straightedge resting on 2 high spots and placed anywhere on the surface does not exceed 1/4 inch D. Trowel and Fine -Broom Finish: Apply a first trowel finish to surfaces indicated where ceramic or quarry tile is to be installed. While concrete is still plastic, slightly scarify surface with a fine broom. 1. Comply with flatness and levelness tolerances for trowel finished floor surfaces. E. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, and ramps, and elsewhere as indicated. 1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber -bristle broom perpendicular to main traffic route. Coordinate required final finish with Architect before application. 3.10 MISCELLANEOUS CONCRETE ITEMS A. Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in-place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work. B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel - troweling surfaces to a hard, dense finish with comers, intersections, and terminations slightly rounded. C. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations, complying with diagrams or templates from manufacturer fumishing machines and equipment. CAST -IN-PLACE CONCRETE 033000 - 11 • • 3.11 CONCRETE PROTECTING 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 ACI 301 for hot -weather protection during curing. B. Evaporation Retarder. Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture Toss approaching 0.2 Ib/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. C. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period. D. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces. E. 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 less 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 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, 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. a. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive floor coverings. b. Moisture cure or use moisture -retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments. c. Cure concrete surfaces to receive floor coverings with either a moisture -retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project. 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. After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing compound manufacturer unless manufacturer certifies curing compound will not interfere with bonding of floor covering used on Project. 4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in a 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. Repeat process 24 hours later and apply a second coat. Maintain continuity of coating and repair damage during curing period. 3.12 JOINT FILLING A. Prepare, clean, and install joint filler according to manufacturer's written instructions. 1. Defer joint filling until concrete has aged at least one month. Do not fill joints until construction traffic has permanently ceased. B. Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of joint clean and dry. C. Install semi-rigid joint filler full depth in saw -cut joints and at least 2 inches deep in formed joints. Overfill joint and trim joint filler flush with top of joint after hardening. 3.13 CONCRETE SURFACE REPAIRS A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and replace concrete that cannot be repaired and patched to Architects approval. CAST -IN-PLACE CONCRETE 033000 - 12