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HomeMy WebLinkAboutPermit D03-042 - FOSTER GOLF LINKS - CLUBHOUSEFOSTER GOLF LINKS CLUBHOUSE 13500 INTERURBAN AVE SOUTH D03 -042 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 CERTIFICATE OF OCCUPANCY Z Occupant/Tenant: FOSTER GOLF COURSE CLUBHOUSE Permit No.: D03 -042 H w Building Address: 13500 INTERURBAN AV S TUKW p Parcel No.: 0003000049 Property Owner: Occupancy: 20 Occupant Load: 235 o tii This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, 1997 Edition, certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: doc: CertOcc Occupancy Group: B,M,A3,S Type of Construction: V -N Sign -• ture of Buil ing Official ,/1i 7-1¢ Date THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES D03 -042 Printed: 08 -17 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 TEMPORARY CERTIFICATE OF OCCUPANCY PHASE I This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, 1997 Edition, certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use for the following: doc: CertOcc Occupant/Tenant: FOSTER GOLF COURSE CLUBHOUSE Building Address: 13500 INTERURBAN AV S TUKW Parcel No.: 0003000049 Property Owner: TUKWILA CITY OF Occupancy: 20 Occupancy Group: B,M,A3,S Type of Construction: V -N Signature of Building Offi 7e,(,ed6e Occupant Load: Date Permit No.: D03 -042 Certificate Expires on: June 18, 2004 235 4 - zac THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES D03.042 Printed: 04 -23 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003000049 Address: 13500 INTERURBAN AV S TUKW Suite No: Tenant: Name: FOSTER GOLF COURSE CLUBHOUSE Address: 13500 INTERURBAN AV S, TUKWILA, WA Owner: Name: TUKWILA CITY OF Address: 6200 SOUTHCENTER BLVD, TUKWILA WA Contact Person: Name: RICK STILL Address: 12424 42 AV S, TUKWILA, WA Contractor: Name: WADE PERROW CONSTRUCITON LLC Address: P.O. BOX 1728, GIG HARBOR WA Contractor License No: WADEPCL982R7 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 14,656 SQ FT CLUBHOUSE BUILDING WITH PRO SHOP, GAS CARTS BARN, RESTAURANT & LOUNGE, MEETING ROOMS. PUBLIC WORKS ACTIVITES TO INCLUDE: Regrade existing parking lot, fill 8,000 cy to elevate building to 20 feet (2' above 18' on FIRM. Relocate fire hydrant and water meter. Install backflow on fire and domestic supply lines. Improve storm drainage system, include storm drainage from Long Building and improving the swale. Improve sanitary sewer and add grease interceptor to City standards. All irrigation and water to the water feature come from the Green River. Relocate main access and add access to the south of the parking lot. Final stabilization of soils. PW Preinspection of temporary erosion prevention and sediment control measures. ACTIVITIES UNDER THIS PERMIT DO NOT INCLUDE: Right -of -way disturbance. Any right -of -way disturbance requires a revision or a rightof -way Type C permit. Value of Construction: $ 1,312,868.80 Fees Collected: $10,885.76 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 20 Fire Loop Hydrant: Flood Control Zone: Hauling: doc: Devperm Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N N N N DEVELOPMENT PERMIT Number: 0 Start Time: D03 -042 Permit Number: D03 -042 Issue Date: 06/25/2003 Permit Expires On: 12/22/2003 Phone: Phone: 206 767 -2344 Phone: Expiration Date: 12/27/2004 Size (Inches): 0 End Time: Printed: 06 -25 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Profit: ?? Non - Profit: ?? Water Main Extension: N Private: N Public: N Water Meter: ?? doc: Devperm ** Continued Next Page ** D03 -042 Printed: 06 -25 -2003 doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: D03 -042 Date: -e a3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance J of / work. I authorized to sign and obtain this development permit. 5/ Signature: l�.J (''`(- O. . Date: 6 ' '4..5 Print Name: 5—et) P ✓t w /(OC&Eff3 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. Printed: 06 -25 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003000049 Permit Number: X03 -042 Address: 13500 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 02/04/2003 Tenant: FOSTER GOLF COURSE CLUBHOUSE Issue Date: 06/25/2003 1: REVISION 2 - Water meter. Permittee shall work with the Water Department and the Utiltiy Inspector to locate and cap the water line to the water meter that was buried or removed during demolition. 2: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS 3: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. Contractor shall schedule a preconstrcution meeting with the Public Works Inspector. Contractor shall schedule a preconstruction inspection of exiiting erosion prevention to ensure all measures are in place, maintined and operational. 4: The work approved under this permit does not include right -of -way distrubance. 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. 5: 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 house. 6: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 7: Any material spilled onto any street shall be cleaned up immediately. 8: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 9: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 10: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 11: From October 1 through April 30, cover any slopes and stockpiles that are 3H :1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 12: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All doe: Conditions D03 -042 .ninrr++:nr�r�,,:,n. smar�st Printed: 11 -24 -2003 disturbed areas of the site shall be permanently stabilized prior to final construction approval. 13: 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'. 14: Backflow assembly devices installed on the fire line and the domestic water supply shall be listed on the current Department of Health approved devices list. The grease interceptor shall meet City standards per typical detail SS -14, attached to P -302. 15: Prior to the Final Inspection, the Permittee shall provide the City Inspector a completed Elevation Certificate. Record Drawings For public facilities, the owner /agent shall provide record construction drawings on Mylar (22" by 24 ") and in AutoCAD format (on floppy or CD) at project closeout. Each Mylar sheet shall clearly show changes and shall have a signature block located near the bottom right -hand corner. A Washington State registered professional engineer of record shall approve the record drawings. As -built Drawing An as -built drawing of a completed underground project shall be submitted to the PW Department within 30 days of project completion. As -built survey information provided on a record drawing shall be provided by a Washington licensed land- surveyor. 16: ** *BUILDING DEPARTMENT CONDITIONS * ** 17: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 18: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 19: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 20: All mechanical work shall be under separate permit issued by the City of Tukwila. 21: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 22: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 23: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 24: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 25: The special inspector shall submit a fi nal signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -042 Printed: 11 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 26: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 27: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 28: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 29: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 30: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 31: 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 should be made by calling Seattle -King County Department of Public Health, 296 -4787, 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 that agency on the job site. 32: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 33: All wood to remain in placed concrete shall be treated wood. 34: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 35: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 36: A Certificate of Occupancy will be required for this permit. A final certificate of occupancy will not be issued until such time as the preliminary commissioning report has been completed and submitted to the Building Official, in accordance with Washington State Energy Code Section 1416.4.2.3. 37: ** *FIRE DEPARTMENT CONDITIONS * ** 38: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 39: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 40: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 41: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. doe: Conditions D03 -042 Printed: 11 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 42: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 43: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 44: An approved automatic fire- extinguishing system is required for this project. 45: Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood, when the system is actuated. (UFC 1006) 46: A wet chemical portable fire extinguisher having a minimum rating of 2A:1B :C:K shall be installed within 30 feet of commercial food heat - processing equipment, as measured along an obstructed path of travel. (UFC 1006.2.7). 47: * ** EXITS * ** - UFC Article 12 48: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 49: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 50: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 51: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 52: Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) 53: Manual operated edge- or surface- mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface- mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) 54: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 55: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 56: Local U.L. central station supervision is required. (City Ordinance #1901) 57: 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 recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 58: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) doc: Conditions YY, D03 -042 Printed: 11 -24 -2003 Y{:TMe:a+'.n „: i•r �.i,:.e r.- �r.�r n* +^rr asr" :', 4, 9= "'7�y�"?` =gi City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 59: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 60: The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) 61: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 62: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 63: 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 #1900. 64: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. 65: 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 #1900) (UFC 1001.3) 66: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 67: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 68: Local U.L. central station supervision is required. (City Ordinance #1900) 69: 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. (City Ordinance #1900). 70: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 71: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 72: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 73: An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premisese upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the faiclity or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) 74: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 75: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. doc: Conditions D03 -042 Printed: 11 -24 -2003 sv�n�tn,�;a's 76: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 77: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 78: Lights on page E -20 that are circled in red need to be moved to allow ladder truck access.. 79: ALL SHRUBS PLANTED IN SHORELINE MITIGATION AREA TO BE CONTAINER ONLY, NOT BAREROOT. 80: PRIOR TO REQUESTING FINAL LANDSCAPING INSPECTION, LANDSCAPING DECLARATION MUST BE COMPLETED AND RETURNED TO DCD. 81: This permit does not include approval of any signage for the new clubhouse; a separate sign permit required for any freestanding sign age or building signage. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perfprmance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 / fr( .9e,tigev,/ D03 -042 Date: Printed: 11 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0003000049 Permit Number: D03 -042 Address: 13500 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 02/04/2003 Tenant: FOSTER GOLF COURSE CLUBHOUSE Issue Date: 06/25/2003 1: * **PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. Contractor shall schedule a preconstrcution meeting with the Public Works Inspector. Contractor shall schedule a preconstruction inspection of exiiting erosion prevention to ensure all measures are in place, maintined and operational. 3: The work approved under this permit does not include right -of -way distrubance. 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. 4: 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 house. 5: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 6: Any material spilled onto any street shall be cleaned up immediately. 7: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 8: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 9: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 10: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 11: 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. 12: 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'. 13: Backflow assembly devices installed on the fire line and the domestic water supply shall be listed on the current doc: Conditions D03 -042 Printed: 06 -25 -2003 viiroawuri City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Department of Health approved devices list. The grease interceptor shall meet City standards per typical detail SS -14, attached to P -302. 14: Prior to the Final Inspection, the Permittee shall provide the City Inspector a completed Elevation Certificate. Record Drawings For public facilities, the owner /agent shall provide record construction drawings on Mylar (22" by 24 ") and in AutoCAD format (on floppy or CD) at project closeout. Each Mylar sheet shall clearly show changes and shall have a signature block located near the bottom right -hand corner. A Washington State registered professional engineer of record shall approve the record drawings. As -built Drawing An as -built drawing of a completed underground project shall be submitted to the PW Department within 30 days of project completion. As -built survey information provided on a record drawing shall be provided by a Washington licensed land- surveyor. 15: * **BUILDING DEPARTMENT CONDITIONS* ** 16: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 17: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 18: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 19: All mechanical work shall be under separate permit issued by the City of Tukwila. 20: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 21: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 22: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 23: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 24: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 25: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 26: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 27: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 28: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. doc: Conditions D03 -042 duM. . r! nx�x�r�xpY�ne.H n. ara, ercer, r,.+. nnwM •rv.swnvs7.*�yrr.5iy�,�:cFlzrwN ar mYlld't:I�"!7F!;4'CVf'r(K Printed: 06 -25 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 29: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 30: 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 should be made by calling Seattle -King County Department of Public Health, 296 -4787, 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 that agency on the job site. 31: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 32: All wood to remain in placed concrete shall be treated wood. 33: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 34: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 35: A Certificate of Occupancy will be required for this permit. A final certificate of occupancy will not be issued until such time as the preliminary commissioning report has been completed and submitted to the Building Official, in accordance with Washington State Energy Code Section 1416.4.2.3. 36: * **FIRE DEPARTMENT CONDITIONS * ** 37: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 38: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 39: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 40: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. 41: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 42: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 43: An approved automatic fire - extinguishing system is required for this project. 44: Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically shut off to all equipment under the hood, when the system is actuated. (UFC 1006) doc: Conditions 003 -042 Printed: 06 -25 -2003 iaYiY+e i iri t?'"p.: a ; !n 5 . :' - 14,Y;,> S '.: iwScwhro 1 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 45: A wet chemical portable fire extinguisher having a minimum rating of 2A :1 B:C:K shall be installed within 30 feet of commercial food heat - processing equipment, as measured along an obstructed path of travel. (UFC 1006.2.7). z j— z re J U U � 0 UJ J F- LO w w 49: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle g = • d w z = F- 51: Gates and barriers shall be openable without the use of a key or any special knowledge or effort. Gates and barriers in z an exit shall not be locked, chained, bolted, barred, latched or otherwise rendered unopenable at times when the building or area served by the exit is occupied. (UFC 1208.2) p U N 52: Manual operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in 0 F- pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door w w knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) H LL 53: 'SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 .. Z U (I) 54: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1901) 46: * ** EXITS * ** - UFC Article 12 47: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 48: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) is engaged from inside the tenant space. (UFC 1207.3) 50: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 55: Local U.L. central station supervision is required. (City Ordinance #1901) 56: 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 recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 57: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 58: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 59: The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1001.10) 60: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 61: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 62: 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 #1900. 63: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of doc: Conditions D03 -042 Printed: 06 -25 -2003 aa+rww;�:�vu+ City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1900. 64: 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 #1900) (UFC 1001.3) 65: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 66: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 67: Local U.L. central station supervision is required. (City Ordinance #1900) 68: 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. (City Ordinance #1900). 69: * **ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 70: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 71: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 72: An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premisese upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the faiclity or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) 73: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 74: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 75: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 76: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 77: Lights on page E -20 that are circled in red need to be moved to allow ladder truck access.. 78: ALL SHRUBS PLANTED IN SHORELINE MITIGATION AREA TO BE CONTAINER ONLY, NOT BAREROOT. 79: PRIOR TO REQUESTING FINAL LANDSCAPING INSPECTION, LANDSCAPING DECLARATION MUST BE COMPLETED AND RETURNED TO DCD. 80: This permit does not include approval of any signage for the new clubhouse; a separate sign permit required for any freestanding signage or building signage. doe: Conditions D03 -042 Printed: 06 -25 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any regulating construction or the performance of work. et) Signature: Print Name: doc: Conditions tA D03 -042 of law and ordinances other work or local laws Date: 6 � z5 / D 3 Printed: 06 -25 -2003 • doc: Miscperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION z Parcel No.: 0003000049 Permit Number: PW03 -01 1 1 . Address: 13500 INTERURBAN AV S TUKW Issue Date: re 2 Suite No: Permit Expires On: 6 D JU O 0 CO CI W I Ji-- W O METER #1 METER #2 METER #3 2 u.¢ Water Meter Size: 1.5 0 0 w d Quantity: 1 0 0 H W Water Meter Type: PERM Z H t-- O Work Order Number: 5106b03 W w Connection Charge: N $0.00 $0.00 $0.00 0 N Installation: N $0.00 $0.00 $0.00 p H . Additional Install Deposit: $0.00 $0.00 $0.00 w w Plan Check Fee: Y $10.00 $0.00 $0.00 H 0 Inspection Fee: Y $15.00 $0.00 $0.00 u. ~O Turn On Fee: Y $25.00 $0.00 $0.00 t.. Z U w Subtotal: $50.00 1 I Woo $0.00 Z DESCRIPTION OF WORK: PERMIT FOR PUBLIC WORKS FEES ONLY. WORK AND INSPECTIONS DONE UNDER PERMIT D03 -042. • Cascade Water Alliance (RCFC): N $0.00 ?? ?? TOTAL WATER FEES: $50.00 PW03 -015 Printed: 11 -21 -2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 King Co Assessor's Tax No.: 000 - 0049 Site Address: 135oo i 'm K ears.I■t Av, . s. Suite Number: - Floor: Tenant Name: F0 S'I T2 6QL F LI N VS New Tenant: [j .... Yes g..No Property Owners Name: CIT.( O F 'jU K W lL)s. pma (S 4 RI: GR.t�Ti oNt Mailing Address: 12.4Q-4 - t 2 Nb AV . S . Tu KW 1 LL W A City Name: k IC k STl L L. Mailing Address: 12.4 24 - 42 N1° 61/4 . S E -Mail Address: R T1LL4 Gl,TUkW(Gp,. W A,US Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT. OF: RECORD = All plans must be wet stamped by Architect of. Record Company Name: Mailing Address: \applications \pennit application (1-2003) 1/2003 DAJt'0 • CC,ArRK Aect4 WE'N'S, PLLG 1113 7 S E 2 Sco PLAGE WA- 9803o-19r/7 Contact Person:IG GLARY-- AA E -Mail Address: RLC1;- (20Si2Cf fI • Cf'3 M ENGINEER OF RECORD -All plans must be et stamped by Engineer of Record R A's- Company Name: JO 4 3 SO O C) S U LT I tv e. -5 t'JEE S Mailing Address: 1 (at= Ab.v E NE 41 (Co BELI V UE WPr 98 City State ' I. . \ Zip Contact Person: C(, 1\12 �D � t P'(i Day Telephone - - 4S4 - 1 I' .1 E -Mail Address: OF I CEe Jc4414 So6)8N4f J S •Co 4 l Fax Number: s- <0 37 - 2 9 Aci Ste' coV 2 S44-esi Fog plc , Er- * 1 NF-o 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 ** Page 1 Building Permit No :' Mechanical Permit No / "0/9 Public Works Permit No. "' , PtiO3 - bi 5 (For of ca use •only) Day Telephone: 20G- 76 7 2344 - To vw( LA- tkli4 irtS16 City State Zip Fax Number:2O( -76 7 - 2'3at{- 1 City Day Telephone: Fax Number: Expiration Date: City State Zip Day Telephone: 283'8 I3 - 8 e 71 Fax Number: -e54 ' 7e State State 98168 Zip Zip BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 2 t < O 2 t 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): New 14,65G SF C(- L(14-4OOSE li3V( LA) (NG w pp-o SH &A-5 cPg-TS 1 Re - D W RANT 4 1- Nr6 F f YM ETU N6 'R-o o M S N& 3 pA-(2.41. i N 6 (c Will there be new rack storage? ❑,,. Yes 324 .. No If "yes', see Handout No. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (arca 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 Arca (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Numbcr of Parking Stalls Provided: Standard: 114 Compact: g ( Handicap: 63 Will there be a change in use? ❑...Yes Ne.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: '. Sprinklers ...Automatic Fire Alarm ❑...None Will there be storage or use of flammable, combustible or hazardous materials in the building? $:. Yes E...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities aod Material Safety Data Sheets. 3 , SAS POWER c s- 42:I 11- c .7" gA -RhJ 6, &AL -00S CA-Far ; -kro FO UTILITY DISTRICTS: 5-N7 ,A-a G 1 N o (2. A-rio u t t,,p ( Note: lithe utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water City of Tukwila Water District 4ppliulionAperm" application (1.200)) 1/2llo) 0.. Water District /1125 Page 2 for requirements. ❑ .. Other (specify) 0... l-fighline Water District 0... City of Renton Water District Sewer S .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District • ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) / 46%a t`,41 isa. a, rr..„. µk! 4�la; i' f( �itF jS tr:��w TSfSYa"�r,n•ur�x��,ttt . Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per UBC In Floor.. -- -- 14,65 V- N M 03, F3, 53 2n" Floor — 3`" Floor : , , — Floors thru _, _ Basement — — — Accessory Structure* .:. - — -- Attached,Garage — . _ Detached Garage — _ _ . r _ Attached Carport — — .- — — Detached Carport ^. .. — __ --.- Covered Deck ,, rr -- Uncovered Deck ,_ ,-_ ._ _ — _- BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 2 t < O 2 t 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): New 14,65G SF C(- L(14-4OOSE li3V( LA) (NG w pp-o SH &A-5 cPg-TS 1 Re - D W RANT 4 1- Nr6 F f YM ETU N6 'R-o o M S N& 3 pA-(2.41. i N 6 (c Will there be new rack storage? ❑,,. Yes 324 .. No If "yes', see Handout No. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (arca 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 Arca (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Numbcr of Parking Stalls Provided: Standard: 114 Compact: g ( Handicap: 63 Will there be a change in use? ❑...Yes Ne.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: '. Sprinklers ...Automatic Fire Alarm ❑...None Will there be storage or use of flammable, combustible or hazardous materials in the building? $:. Yes E...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities aod Material Safety Data Sheets. 3 , SAS POWER c s- 42:I 11- c .7" gA -RhJ 6, &AL -00S CA-Far ; -kro FO UTILITY DISTRICTS: 5-N7 ,A-a G 1 N o (2. A-rio u t t,,p ( Note: lithe utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water City of Tukwila Water District 4ppliulionAperm" application (1.200)) 1/2llo) 0.. Water District /1125 Page 2 for requirements. ❑ .. Other (specify) 0... l-fighline Water District 0... City of Renton Water District Sewer S .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District • ❑...City of Renton Sewer District ❑...City of Seattle Sewer District ❑ .. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) / 46%a t`,41 isa. a, rr..„. µk! 4�la; i' f( �itF jS tr:��w TSfSYa"�r,n•ur�x��,ttt PURL' IC'WORKS PERMIT .INt 206 -433 -0179 Scope of Work (please provide detailed information): F`-w poi (fit N6 * WG (N G ?C. P y6 1 - 0 1 - , L(A, Nb 8, 1st. C•y rY-Pt Bu(LT) 1436\re RA30 CLG vArn o N . Td r -e +HO .) ne - c(ST s4- . M(lzoil ■‘ cri c, ST Tb (rtcuur)E t,aNG piatearpi. Call before you Dig: 1 -800- 424 -5555 Street Use: Street Use ❑...Channelization /Striping 13-f comp/km. Land Altering and /or Haulin : .70 }g.. Land Altering: Cut Sto Drains e: .. Storm Drainage []...Flood Control Zone (e)((5-riNG,) . S e ver Information: . City of Tukwila Sewer District . Sanitary Side Sewer 0( R ter information: . City of Tukwila Water District .. Water Main Extension ❑ .. Water Meter/Exempt: V .. Water Meter Permanent #: ❑ .. Water Meter Temporary #: ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation G" Ft RE SPtar Nlec-E12 SOf ? Lam( p L-L N G Miscellaneous: Mailing Address: Zip Please refer to Public Works Bulletin #1 for fees and estimate sheet. Monthly Service Billing to: Name: U C1- A (`�OE1) \applications\permit application (1 -2003) 1/2003 Water ... ❑ Water Meter RefundBilling: Name: upc0A06ED cubic yards ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District 0 ..City of Seattle Sewer District ❑ .. Sewer Main Extension ❑ .. Private ❑ .. Public Sewer ... ❑ ...Curb cut/Access /Sidewalk f yi ❑ .. Water District #125 0... Highline Water District ❑...City of Renton Water District ❑ .. Private ❑...Public Size(s): ❑ .. Deduct 0 ..1lGWWater Only Size(s): PC(STINI7 1 ger i seD Size(s): ❑ .. Est. Quantity: gallons Page 3 Fill 1 000 cubic yards X. Hauling Day Telephone: City State Sewage Treatment ❑ Fire Line .... 0 Day Telephone: Mailing Address: City State Zip + P° � w�h�7�?�il��' i:; ii��v :x :.::��''f.•:.i�4u'?.:`i:1; Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment i 0 -3 HP /100,000 BTU Furnace >100K BTU ,, Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan • 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood .2. 50+ HP /1,750,000 BTU HeatlRefriglCooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT INFORMATION-2O6431-367O • MECHANICAL CONTRACTOR INFORMATION 113P • Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** (15 Valuation of Project (contractor's bid price): $ ( 4 1 l toS • Scope of Work (please provide detailed inforrnation): N C; COcRS Ct,U 6j{0U S€ 4 P $T (.A 'T • I LOVN 66 1 K- (1C ; . Use: Residential: New .... Commercial: New .... Fuel Type: Electric .... ■applicationsipermit application (1.2003) 1/2003 Replacement .... Replacement .... [] Gas ...X Other: Indicate type of mechanical work being installed and the quantity below: S l4-7 M 1 O 1 FbYZ. I 0F . 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. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 OWNJR n AUTHORIZED AGENT: Signature: Print Name: P.( C SI1 L L., Mailing Address: (2424- 42 NQ . S (4 City Date Application Accepted: .v-e3 Date Application Expires: e' -4-03 Staff Initia c Page 4 • .... «r..w.+wwuwY+•wiiasAI aiYA�VOICV Y;iVMMIi Ach.**xr «'7 :3'� •rtw:w.r••.nq}�.CMYXF dr« Day Telephone: Date: 2.14 /D 3 2o6- /67- 2344 State Zip x3,traa�'nxs,r:x City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z ,p- Z W Parcel No.: 0003000049 Permit Number: D03-042 6 = Address: 13500 INTERURBAN AV S TUKW Status: ISSUED U O Suite No: Applied Date: 02/04/2003 to 0 Applicant: FOSTER GOLF COURSE CLUBHOUSE Issue Date: 06/25/2003 W = U) IL 111 Receipt No.: R03 -00994 Payment Amount: 47.00 2 Initials: LAW Payment Date: 08/14/2003 10:39 AM u. User ID: 1630 Balance: $0.00 = d I- W Z f- I-0 ZI- W Lu D 0 U O- W Payment Check 4490 47.00 I0 -0 Z UN i_ I Account Code Current Pmts Z Payee: DALLAS J PETERSON RECEIPT TRANSACTION LIST: Type Method Description Amount ACCOUNT ITEM LIST: Description doc: Receipt PW ADDL INSPECTION FEE 000/342.400 47.00 Total: 47.00 r t 7E iqqi. r a' TI_'!M.. 4' i`r} Printed: 08 -14 -2003 doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payment Other ACCOUNT ITEM LIST: Description PW ADDL PERMIT /INSP FEE RECEIPT Parcel No.: 0003000049 Permit Number: PW03 -015 Address: 13500 INTERURBAN AV S TUKW Status: FINAL Suite No: Applied Date: 02/04/2003 Applicant: FOSTER GOLF LINKS Issue Date: Receipt No.: R03 -01478 Payment Amount: 2,187.33 Initials: LAW Payment Date: 12/11/2003 03:15 PM User ID: 1630 Balance: $0.00 Payee: FOSTER CLUBHOUSE ACCT #411.00.594.760.41.19 TRANSACTION LIST: Type Method Description Amount 2,187.33 Account Code Current Pmts 000/342.400 2,187.33 Total: 2,187.33 - Do 5- 0 yam W. 562 12/15 9716 TOTAL. 0.00 Printed: 12 -11 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: City of TAwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 0003000049 13500 INTERURBAN AV S TUKW FOSTER GOLF LINKS R03-00118 LAW 1630 RECEIPT Payee: FOSTER GOLF LINKS ACCT #411.00.594.760.49.19 TRANSACTION LIST: Type Method Description doc:Receipt Payment Other ACCOUNT ITEM LIST: Description PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Account Code 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,821.25 Current Pmts 250.00 49.25 1,522.00 Total: 1,821.25 7 20 - 2; 2/07 , )710 MAL PW03-015 PENDING 02/04/2003 1,821.25 02/04/2003 12:18 PM $2,013.00 ()„()i,7 Printed: 02-04-2003 - Parcel Add re Suite N Appl PW fCD 50«00 voin PW OCD 50.00 - CHECK 0.00 Receipt No.: R03 -01406 Initials: LAW User ID: 1630 CITY OF TIJN;WZLA ' f T ukwila RECEIPT 11/24/03 10 JRBAN AV S TUKW 03:32 0097 4950 LINKS Payee: FOSTER GOLF CLUBHOUSE ACCT 411.00.594.760.41.19 TRANSACTION LIST: Type Method Description Payment Other ACCOUNT ITEM LIST: Description doc: Receipt PLAN CHECK - WATER METER WATER INSPECTION FEE WATER TURN -ON FEE iter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Account Code 000/345.830 401/342.400 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 50.00 Current Pmts 49') 10.00 15.00 25.00 Total: 50.00 50.00 T�4 11 I0T�L PW03 -015 FINAL 02/04/2003 11/21/2003 11:42 AM $0.00 0.00 Printed: 11 -21 -2003 z ce �W 6 _i 00 0 W= W 2 g Q co = W I-- Z �. I- 0 Z t- U D O rn 0 I-- WW H 0 . u' O .Z W U = 0~ Z ACCOUNT ITEM LIST: Description doc: Receipt City of TUwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE RECEIPT Parcel No.: 0003000049 Permit Number: D03-042 Address: 13500 INTERURBAN AV S TUKW Status: PENDING Suite No: Applied Date: 02/04/2003 Applicant: FOSTER GOLF LINKS Issue Date: Receipt No.: R03 -00117 Payment Amount: 10,885.76 Initials: SKS Payment Date: 02/04/2003 12:16 PM User ID: 1165 Balance: $0.00 Payee: FOSTER GOLF LINKS ACCT 411.00.594.760.49.19 TRANSACTION LIST: 1 Type Method Description Amount l Payment Other 10,885.76 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 6,594.70 4,286.56 4.50 Total: 10,885.76 7204 02/07 1710 'PTA Printed: 02 -04 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0003000049 13500 INTERURBAN AV S TUKW FOSTER GOLF LINKS R03 -00767 SKS 1165 Payee: PARK & RECREATION 411.00.594.760.41.19 TRANSACTION LIST: Type Method Description Payment Other PW ADDL PLAN REVIEW PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW RECEIPT Account Code 000/345.830 000/342.400 000/342.400 000/345.830 Permit Number: Status: Applied Date: Issue Date: Amount 8,150.90 Current Pmts 1,038.66 325.00 4,154.62 2,632.62 Total: 8,150.90 PW03 -015 PENDING 02/04/2003 Payment Amount: 8,150.90 Payment Date: 06/25/2003 11:34 AM Balance: $0.00 9913 06/25 9716 TOTAL 0,.00 Printed: 06 -25 -2003 Projest.i. , ir j . ) , A ti Oiilr 6 - (cl. A Type of Inspection: i:: 0 •• S ‹.-.:. ) Addres.5: .... .---- 3 oo ..../ cd, ) 4 (p-e 5. Date Called: ' 7/1 .?Afi 1 ,- t7 , 11...., (.. rf t. S 14 Special Instructions: . . . . A .d S liku6 A .•,(..,..1 i Date Wanted: l r.I a.m. P.m. Requester.. ,. j-i / /'L'' Phone No: COMMENTS: .2 V /e2-Ze. 1 ,- t7 , 11...., (.. rf t. S 14 A .d S liku6 A .•,(..,..1 i 5S 44 4G/ . I , nspector: Date: 2 / (3 y INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION -6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: 5 S5 ,... / 70(.3 .1..c./( /i4' 5. Date ate Called: ,2A� /o �f Special Instructions: Date Wanted: i c 4 - / a.m. p.m. Requester: o , ,T:24/1.4I/ , f 'e 2/) (t--7A 1 57`X- IA-Ct " S a„ (.4,\,.."1..4Ajli <TX) . In; ;712- c dt.9 hil ,1_44 rAtil , 1 7 74 . s1 • r Project yh it 7iele cic',+ i / /f)t* Type of Inspection: 5 S5 ,... / 70(.3 .1..c./( /i4' 5. Date ate Called: ,2A� /o �f Special Instructions: Date Wanted: i c 4 - / a.m. p.m. Requester: o , ,T:24/1.4I/ , f 'e Phone No: i INSPECTION RECORD Retain a copy with permit 1)6 6 PERMIT NO. INSPECTION NO. CITY 'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inpector: i:2(1 Date: 21(64 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 a Project: Fosite - 60 iirent.se Type of Inspection: i /'V 1 Address: _ Date Called: Special Instructions: Date Wanted: 6 — .2 3 "' oy a.m. p.m• Requester: Phone No: c206— e367 D INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit /103 -o (206)431 -3670 Corrections required prior to approval. COM 4 ENTS: d1t - S ( » -- e. 11 i i .0 iy !7 /� r " p/ J / J ) ; ( Date,, , 3_0v a 47.00 REINSPECTION F . REQUIRED. 9 F ior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S Project: /d A . e.I / Type of Inspection: ' Address: / sa _ r. fr ' ate Calle•. Specia Instructio s: bate Wanted: 6- " a.m. m Requester: Phone No: ss INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION F PERMII 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 c orrections required prior to approval. COMMENTS: fl/f 'Y mil/ \ i "s e ( oa Inspector: Date Jj S47.00 REINSPECTI'6N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type oUnspection: Date Called: A /-rtailniiij 6 0 17 /64 Address: 1-_-).50o 1 914, - te rtie S Special Instructions: Date .Wanted: & J O L- . ,, .m. O COAV -- e No: Phone .- _ 253 V /dhd.( (ii'lnt ric y2) 1 t A / 4-400e— .:P_o_p 1, , l J N Pr yect: r 601, 1 4 ; Type oUnspection: Date Called: A /-rtailniiij 6 0 17 /64 Address: 1-_-).50o 1 914, - te rtie S Special Instructions: Date .Wanted: & J O L- . ,, .m. Requester: /` � -- e No: Phone .- _ 253 730/ D INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. Inspector: Cdr Date: 4 1 9 1 dt t n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: i) . S a„; r r frtoe/ ,14 i -IA "i ) 2) ,,e, i /7..-.../_. ,_...1 , _/".A./... -e,ef / 5,9 if If// )(--- 5 /"1 P P..) e-, r 'e'-7 , 59t- #79 . ,, "eO, ve4 Xml- 5) 14/ •/...0 .44-6 440-1 Ad 4*1 yl .. •'4.4).1- / ica..e 0 f‘?".) ein if" / . ,/,‘ e er (- . •e'iol,i , 7) ,c;)1,. ))„ Ar.; -051 _ Afbi.il, P o Type of I ction: Address: ...At ..... 4.• ate Ca led: Special Instructio . Date Wanted: e j — fr3 Cirr P.m. Requester: Phone No: INSPECTION NO. Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • . I (206)431-3670 El Corrections required prior to approval. Date: 441- El $47.00 REINSPICTION EE REQUIRED. Prior to inspection, fee must be I—I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj F t: C ' ( ,,, Type € Inspect n: . ) i . Ad ss: � Sp 1bD Date Called. ci I Instructi ns: Date Wanted: a / Requester: 6 1/ Phone No: — x' 73 - ^ 7 30! s'/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)43 -3670 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: KrrafE14 El $47.EINSPECTION'FEE REQUIRED. Prior to inspection, fee munt be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: -- � E"7a ( /6 �J, -, y' Type of Inspectio r?"r(r. - -7` ` 6:1---- � �f" Address: Date Called: V Spec al nstructions: Z Date Wante 9 a.m. p.m. Requester: Phone No: 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER OP (206)431 -3670 Corrections required prior to approval. COMMENTS: D' 8 A'i mac/ SA "t 7 .. 1- t. ;A<'2 v 2_ ,� , / sic � t� t\CA A././A av 7 il,.)-76 s al- Z64 oRi p� r El $47.00 REINSPEC1tION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: T ` ` . • • \ \'" \-' \1/43 q/t N( ■P1G qx4.-0-4 l ' /°V I( I 1 • ,, r 1 eA lti p/ov ir yez_volf It Date Wanted: 5-p-cioti It 1( 1, 1( « i/o Y I , f 1 (o '12/1 I I 1, t 1 11,/0210 t / I i cJ G a 1/170Li M A 55-* / / � 1c4t .icr— q - 2_10y "h4 z ( - ( ' (n)e-P\ Pect: Type of Inspection: 1 "� ' Address: _,,• / 3 . oo i ike S. Date Called: / Special Instructions: % is, Date Wanted: a.m. Requester: r —� Phone�l�o \•, _2--S �\ \CC ;r73 off' • Pie I 55 4,4- t tpo INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO ' \\ CV 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (�Q ) - 3.670` Approved per applicable co es. INSPECTION RECORD Retain a copy with permit - PER I N0. Corrections wired prio o approval. Inspector: 6U Date: 2 1 1 , , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: of Inspection: 6Z /Qy j9 /j ,D /di5 Fit 72 ‘71'57: •,, / 4 . 726V 'w 6' (;(/ 2 4,, x7444 r� - edtK 4_A/ T 53/11b _ R - jh y ( ,/4:, ti�G�7`mi(7 %� S gli ff S ao, /,cT� 00(4,7 4 /4/6 p 6./3& - - / - e- c e he.. 7c7/ w // 1.0/(Z ii -6 To frtiU l 7" 7 L u t iit ,//,‘ )chi chi tk,4LL. A ve< / Ad oi 79• ,Get 77) p. c Trig f// Proj /C/1 GfAkf // t Type of Inspection: / 3 .)° ° --ZTU A(' 5 Date Called: ,5/2- 9/6.) V Special Instructions: Date Wanted: if a.m. p.m. Requester: i // ttJ,C.. Phone No: / IA Me S1c INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 37 '2 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: ust. F - M Address: 13500 1 i-er k�d h Ave, Date Called: 5 -)q-01.1 Special Instructions: Date Wanted: ._. -7 C �' 5 "'G -0"Uq p mm Requester: 0; I 605 eV jGIC. Phone No: 253-‘377-2.12.6 5k 40€1 A .G,..i /I . �'I LGe, , �,/� ,,�- kW 0 1 , c:/4u iG ` I ir 464 U 7 . 5:a6- Qr4(Q / Z S'''4 c j, Project: meter 601k Course, C1tt1'hc Type of Inspection: ust. F - M Address: 13500 1 i-er k�d h Ave, Date Called: 5 -)q-01.1 Special Instructions: Date Wanted: ._. -7 C �' 5 "'G -0"Uq p mm Requester: 0; I 605 eV jGIC. Phone No: 253-‘377-2.12.6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Doi - a 42 0 Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Faster Goif Course. C1460use. Type of Inspection: LA Address: 1 2 r Ar}kn Ave. Date Called: D -- 0 Special Instructions: Date Wanted: m. Requester: 13 ii w c K Phone No: :253 f3.77 --2128 rf w,.r 41.. - .; El Approved per lli"Cable codes. D03- 0 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 • EJ Correction's.rhquired.prior to approval. COMMENTS: Inspector: 'Date: ∎dic - $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: t \ COMMENTS: (91&12•Y\ Add ess: i 1?, , -1- - c r vv hX,;e■ ( -) oU '-f Q C4 ;Or\ (t00✓ (3) reGu re V' P (A) C I r e a - O sC 200 5 I r. r t e.5 Vn1 V\ ' t VY1thieN Phone No: Proje^^ tt .. (� 00101 ros- ' c)1 Ir)uy Type of Inspectio r (DI(.t� ► Add ess: i 1?, , -1- - c r vv hX,;e■ Date Called: i Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. - V - QAJt -- U- ri 547.00 REINSPECTION FEE REQU RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector-'r;40 Date: Receipt No.: Date: Proje t: 0 2 C I z.ri3 4►otit. s Type of I spection: ` » 1 s p e . Addres s: 13 S - ,d ✓BAN) Date Called: 3 2 e:, 1e Special Instructions: Date Wanted: a.m. J le p.m. Requester: / j i/ / (A.iir ` Phone 5-377-2/Z8 5 � 1)D v y � 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 Approved per applicable codes. Corrections required prior to approval. El COM ENTS: J ( C » -� r.I �/(G P ,457 - �? l / Date:_ 7 D / 7.00 REINSPECTIOI,I FEE REM) ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: AMe.. 6 /t/AJ) /jam!'' -- ,9Z rh/F a G cJi /7 -7-• , 6 pi l /en-() . "7 Al A 4 Special Instructions: Date Wanted: a.m. J /.3 _ O 4"/ p.m. . -) e / KIA/9' ie — / e• 2 ,-,,.'") , r/ ..., 6 . 5 Project: do s r � / Type of Inspection: S.0 S €/ // r∎I d .--- Date Calle 5 - / z - o y Address. /3 �c n �,�k,-trAlmli Special Instructions: Date Wanted: a.m. J /.3 _ O 4"/ p.m. Requester: / Phone No: INSPE9TION NO. INSPECTION RECORD Retain a copy with permit 3 0/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Ili Date: -. C / $40 REINSPECTION FEE • EQUIRED. Pri to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 all to schedule reinspection. Receipt No.: Date: COMMENTS: (94 I / , 1 I�I. idt0 ct 7 A dress: 1 1 . SO0 1 U'i 1 , IAA 6i.G;-� .� Special Instructions. '. a ante f v t ` I► s W '. s J �,I �Qf.� a m' . p.m: Requester: Phone No: Y y f , + , '{,_ r t . y ., . ` • � ' .,t' tom v . t i �" 4 t ,. �' 1 , 4 4 a. 1- 1 4 ,,. ", Project: c-rite . �� i I / , 1 I�I. idt0 ct Type of Inspection: t(' j r - • • i/'1 A dress: 1 1 . SO0 1 U'i 1 , IAA 6i.G;-� Date Called: 1 9 / mu. S. ?_ l / 0 Special Instructions. '. a ante f v t ` I► s W '. s J �,I �Qf.� a m' . p.m: Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 / Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMI Corrections required?prior to Inspector: 1 Date: zi f j st b $47. o--REINSPECTIOPYFEE REQUIRED. Prior to inspection, fee m be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: MICRO COM SYSTEMS LTD. ATTENTION n The next image may be a duplicate of the previous image. Please disregard previous image. n Please disregard previous 2 images. Please disregard previous 3 images. Other: ►.1 11 COMMENTS: C--r,eq'C J c4ih i -a Type of Inspection: V {fi — , ° K2 .J Si. A d dy ss: 1 4t Date Called: . ; J S. L} 1/ o • ecial In a .r LA"' P4 e 4.. --- Requester: Phone No: ` 7.., $' I r Y e" s f i :�i; . '*;- �` . i 4 x.. y _ l Project: C--r,eq'C J c4ih i -a Type of Inspection: V {fi — , ° K2 .J Si. A d dy ss: 1 Q t 1,- ) t' 6�.b Date Called: . ; J S. L} 1/ o • ecial In a .r ructions: _ a . 'k a , 4+ ante d :r (p.m: Requester: Phone No: IN ` CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 1 El Corrections requiredrprior to approval. 4 7 /- 1 st 3O-REI 0 S47.NSPECTlOFijFEE REQUIRED. Prior to inspection, fee m be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: r COMMENTS: Type of Inspection: Address: Date Called: L I/7/0 q VS to l( 10c � 6 c :e, s a.m. p.m. Requester: Cu ' c swy. cA 5 ,i • n $ -r-& 0 ,' • tN.s'('4 -(i 6,u, Z-21 �2 k - i) !o {l t1. S, - r - ∎ci , , e f -f-6, I' n v . . i it) k.A.I cli...± I oz..J-A Project: +70 DTf4— Clvb ktouy 76 Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: i r .......+..•:........:.+ �.•.. ww- w. �.>: A'+ �: S:.; zuw:u:a:��i5.2u:i::;*rSa`raus4c ::tit ;f 'Do 3 --O INSPECTION RECORD Retain a copy with permit IN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Date: v i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Inspector: Receipt No.: Date: COMMENTS: Type of Inspection: (I N t 11 t N ti t I / 71 4 4Iq/dd( k `t�eA.- - vbi a.m. p.m. i c p` it Pr ct: 6 "P ( OIR Type of Inspection: (I N Addre 1- k AP S . Date Called: ti t I / 71 4 Special Instructions: Date Wanted: f t .. ' a.m. p.m. Requester: ff ) p` Phone No: INSPECTION RECORD Retain a copy with permit Dr33- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. PERMIT NO. ❑ Corrections required prior to approval. Inspector: sry Date: 14 ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prolga: 1_,../0 4 e ( (AJO 17 06Vot Typef Inspection: t 1 • C....tc k L Address: ,..._ .3 (44 ka,p( ti C) Date Called: Li i ( I r / DC 1 /44.) I • Sp dal Instructions: -- Do t j of -■ I S Q 0 Date Wanted: Li a.au. (p.m. Requester: 3-(-L/-C Phone30: INSPECTION RECORD Retain a copy with permit PECT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd , #100, Tukwila, WA 981 88 PE Approved per applicable codes. Ei Corrections required prior to approval. ri $4 .qoREINSPECTI EE REQUIRED. Prior to inspection, fee m t be " paid at 6300 Southce ter Blvd., Suite 100. Call to schedule reinsp ction. (206)431-3670 COMMENTS: Date: Li Receipt No.: Date: COMMENTS: /77.X.- •c e.,-/ _ _ ?, , ra\_ ,1 7— , .7 alp 7r.f/ ,f44 tell) Li -.evs-2-, 1 V t,/-4 4,.e...,,,, d .4--)1 1 ....vp" he, ' fri e' y z e , . IL Ar9/4 - Z --7,7,./ "Ive. 7. -e..-4.z,•4/ r,(911 /---)---E., / le ,s0-7//,47 1 ffe.../,.,?/ . /.7..!..)977, ...)____Ce-07., _ t ,9 #.. r 0/A61 (e.,, (.e., ......, , Project: , r - - • (2_ 7c.. , ,_ 67 Type of Inspection: • Address: •": _S/Fe'', 1 I I% ,:..,,, El „ea,./ (2 Date Called: .y / ...:.? - 6 ) V Special Instructions: . _ Date Wanted: 41- / 1 -/- o'/ a.rn, P.m. Requester: _. W.. C/et: Phone No: (.2: .i ) .-.:,--- `‘-.? - ( • ..:".; e, / El Approved per applicable codes. INSPECTION RECORD Retain a copy with 'Pernik INS NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 PER (206)431-3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • < • 11 Z CC U1 2 -J O 0 co 0 co Lu W I 1.- U) LL, W 0 g LI. co e5 Lu z 0 z F- LU Lu 0 0 , 0 -- 0 F- LU u u w z co c) -- 0 Project: r Type of Inspection: " Address: 1 ©v .�- f•Y\a -r -'L/ Date Called: - - - 7 0 - o y Special Instructions: Date Wanted: - S — 0 -0Li a.m. p.m. Requester: S Phone No: av3- 09Z- 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: nspectd : Date: 0 REINSPECT! N FEE REQNNIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro�eet: �'U. C G �o Type of Inspection: • ( , (' .r ,r,/ Address: to c & . 1. Date Called. C, - Li C 04 Special Instructions: Date Wanted: ` -� S OLI' (pi p.m. Requester: \-k- A `-- Ph cA C" — `; e l —Le INSPECTION RECORD Retain a copy with permit INSPE • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 VI \ Approved per applicable codes. COMMENTS: c ) kaAsp____1— -a Corrections required prior to approval. Date: - 01/ 47.00 REINSPECTION FEE REQUIRE p. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suit 00. Call to schedule reinspection. ctor: Receipt No.: Date: Project: 9 dekX /, „. Type of Inspection: We, ) 1 -- _C Addre s: 13 5r2 -� �,, - Date Called: D - We Special Instructions: . 6)22 / Date Wanted: , 23-0 Requester: Phone No: 32]Approved per applicable codes. D Corrections required prior to approval. COMMENTS: £ / / r � e y & SL) , , .5--., / / . i J 'C'. /. Z / f 7: /// INSPECT! I N 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670 Receipt No.: $4 . • b FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Sout ter Blvd., Suite 100. Call to schedule reinspection. Date: COMM^ENTS:J1 6 C_e..- ., JJ.i,. Tv b n %P c / /x / { Co c✓ -P� 7-4. r4 `- fir 2-) Da Called:,—, _ ' ` � ? % / >7 y--,' Date nt d 2 _ Q (/ / , Request :w /e,//s /(/ ce /P /9 / 7: 1 1 Proj a �....5 /z_i cat/ .... a / /Sc Tv b n %P c / /x / ` Da Called:,—, _ ' � S W /l) /E/ /07 . Special Instructions: Date nt d 2 _ Q (/ / P m Request :w Ph heN y — 7 ,.., Ord INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: [ceIpt No.: INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. 40 Date: l3 D/,,.< I � -. %i1 NO. Date: 722 – )431 -3670 El $47.00-REINSPECTION F REQUIRED. Prior to inspection, fee mutt be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Project: Type of Inspection: Address: Date Called: Speetal Instructions: Date Wanted: a.m. 1 /1 ' p.m. Requester: jeA „Ay / I Aippok- - Phone No. INSPECTION RECORD , Retain a copy with permit 1)0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: 4 TS7 � 3 �� (/ .r D f S , 7a 'c� 17 ,d/ e Ndd s e9 /.. P lM 7 i C.27 71 C a ' J. . 5 .. , C . 6 I /5 ch-e-p ti Inspector: Date: wa1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: El Corrections required prior to approval. COMMENTS: Type of Inspection: Address: 1.5bei 1-- U. ,41/ S• 3/67 - •W rLIL fihf (p i /), . / I brit . g . 1.(r7/J,_prt c i / f / i, J c Dc.- /r/ � -p." ra„. it t�...7`' 4 , / p„043 6r1 .1 ,..ipj 5 14,t/i_ej ,ii)-(A i- 1/ Pro' t: Type of Inspection: Address: 1.5bei 1-- U. ,41/ S• Date Called: V f Z/U 4 Special Instructions: Date Wanted: / 15743 r a.m. p.m. Requester: J t. / ,VI/A Phone No: t? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: 1 9() E1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: - r Ca /L+k/ri � �� /c4 WC I Fee -Yu-t,/ 5/A/J, bicat6 /4-Q kte-Ad(4,,ee -frelis ( e t l a-19 s( Ai, ? Gti(J 1Zr9 1) / /Uill- 4 3o ,. ( ) , dairitAei //A i , 9e5=tctg-P 1 w men �. p 1 1,'-&«e a .. e �C) � Phone No: Pro ect: rosrEtt, club kwa Type of Inspection: - Address: R. —Z 5 Date Called: 3//379 Special Instructions: Date Wanted: ri t/ a.m. p.m. Requesters /l/ /] Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670'• Approved per applicable codes. Corrections required prior to approval. Inspector: Date: .11 157 04/ El $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Cfu3iftdk« f 7LY c',n•iir l X- 6A 0, -.2a - ,m C Ap k h )C2 . 74 k l .Oil --e-G J LA (4)a � / f f , ye 4, .(J 5 (7 A 0) (IA Likei 4,G4, ("J 7 Spec ial I / -6 / ) 6 -.0% A.Ai -� k1L 0 f' - A l c A )( 7/14. -1 pod" f --r -- n. Ctit Q v i est /1 - ,g ft %y AA. 4 P�,. o 0 Nv a ivi..kt .x `s vn (k Ai iCe_AY Project: -10 Cfu3iftdk« Type of Inspection: L- i Address: U Date Called: 1 / Spec ial I uc Date Wanted: a.m. / ( p.m. Requester: (A-G2 /7/ /I c ,itr - P Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: .) )//64 E] $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: CO NTS: L h i 6:24 43 , -/- 44., ✓ /)%, �Q, . . , f " 1 f J 100/ Date Calledd: . 4A Avc I I Special Instructions: Date Wan d. ' . Requester: i #" - e V �� fry" P-p-t., a l �— o?at,_/„ x f f 1 l; I Project: SRA- C L h Type of In p ection: - f�. %� /, -1 �t� Alts.,.. b i b �Q, . . , f " 1 f J 100/ Date Calledd: . 4A Avc I I Special Instructions: Date Wan d. ' . Requester: r r , Phone o �— o?at,_/„ x f INSPECTION RECORD Retain a copy with permit NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100rTukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspector: $47.00 REINSPECT! 06Y—bc Date: ( 2-- O/7/ N jEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen Blvd., Suite 100. Call to schedule reinspection. c.5eff Receipt No.: Date: S B Project: S� l/ j7� 1 , L hhOtiog.-• Type of 1 speection: . I 1 .E/ (f' Ad d 1 1 s: '�J'� . ,_i....1/r e - e " . . \ 4 , 4 , , Date Called: n , U, c t Date Wanted: . / ' 01/ �fi a.m. ((P. Spec Instructions: r r Requeste l. INSPECTION RECORD , Retain a copy with permit - INSPECTION NO. PER I, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 LILT Approved per applicable codes. 31 -3670 COMMEN ( 1.&; I 0h4 -w■i •1,.1 ,.r r-N F 2/r'-w\ e..1 1 inspie tor: REINSPECTION FEE R at 6300 Southcenter Blvd. Rechipt No.: Date: 3 l / • QUIRED. Prig to inspection, fee m be Suite 100. Call to schedule reinspection. Date: Corrections required prior to approval. COMMENTS: ,�y / 5 5 i , ,PG/ 12.-e,ecS Type of Insp5ion: .• i- ---,ra , NI r . `"I,�CJ - . // �� A ray v+� /? 411 12 /1.•• /..f .."'or 4 X . /. . A 1 11 'v ( o ael / `r� /., - , (2 /--os 1 ,..?-7 /,,/, 4,44., , J.2,-, , ,/ 2) (air e, j") ey 6 7 . / .r-, ' , 5 AY,4.1e 1 -, '7 7 /2 4 -1) ' /I ye,,,,6 4 70 L le__ 4/ /` 41 / (J/ / C t c 7 ri 6— /...,4J--- tc-- i iV /P.Q AT g Y-• , ,. 17 /o i L 6 r " / a_., 1,, ,I A, i 7 Project: � '(A C. t 14,k7 II h« Type of Insp5ion: .• i- ---,ra , NI r . A \-))•5--1) D do :L/�` 0o, D to Called: t ti, \ , �- J V � [ � Special Instructions: C2. I Akt lip �'^ 1 , !. e-( Wanted:- Date Wanted. / JJJ ". Requester: I 5-1-e_,0- Phone No: 2C -)-- , )q (o? / INSPECTION RECORD Retain a copy with permit INSPE O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 EJ Approved per applicable codes. Corrections required prior to approval. Inspector: / J Date: 5 ri $47.00 REINSPECTI S FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: IAiJC *MS'r45$.r.. iAI;J.,y7iA COMMENTS: Type of Inspection: 5 S Address: �, � ��� y � s . D Called: 2 I 9/0 Special Instructions: Date Wanted: a.m. 11 I p.m. Requ a f,fuL / P turd?- 6A.O Z q /u' f ,)Cr_ A. 4 a S s Vv( 1 -E- A -1_ (..cikn Q d'-e ce p \i c. (c. . 5 ,o - 3 0 IN 2 /It1&( sc.Jr SsMk4 N-2 $. d Thole t . . 56 fp, FAQ 5S 1414 t . , Proiect: 1 2 ,rPvZ— Golf Type of Inspection: 5 S Address: �, � ��� y � s . D Called: 2 I 9/0 Special Instructions: Date Wanted: a.m. 11 I p.m. Requ a f,fuL / P turd?- 6A.O Phone No: SSS INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit Dot- PERMIT NO. El Corrections required prior to approval. 4v Date: / 2/( $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: G ///3 -2p Type of Inspection: ■11%■Lt_ Gcf Q 3 .!„JI u = _ >v 4p.,,,,,,„_ t -4 Ls col P —4.0 yy 2 1 J 0 1 2 T f--/ 41 '`-" J) nl2f ` k ' (A) 4 iS -- ✓ /g -, ______. Special Instructions: 1=Q. 4fiv n! ‘,...6 2 9 1.4. b /e /- rri..v f, -- L oZ he — 4 D Requester: S-; e. v E._ . S'1 ,09, - /-6 : . V.‘'.5- , /,P S/-/r -/ t /iN d -- L D A AL. -,9,9 A��14 Project: roST - Got_:- 0,0_13 HS, Type of Inspection: ■11%■Lt_ Gcf Q Address: 13Sbaa =t41" uVt f to Date Called: "3— \ - 0k-1 ______. Special Instructions: Date Wanted: a.tn. Requester: S-; e. v E._ . Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20. 431 -3670 Approved per applicable codes. D Corrections required prior to approval. In •ect r:: IM 4 '.00 REINSPECTION F REQUIRED. Priorrto inspection, fee must be • . Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: COMMENTS: Type of Inspection: 2/46 V tfizd f.O (,,, 1/),4/ 2t,v..J 76 AP w p, / , P ` M c. -4" cK t '' I cries /7 .�i 4 04 c /ti , ►(44 wen. 70 / t)..u.- 4 S 50 2/ raw fA � -- (, A (A dC lJ 7 7 4 e. - 14_,- l.vt ,i,41 . y�l lit/' L . a.m. p.m. .L I - 3/o 'LFQQ ov, I `..o' r1! ,r (/ � 4 /.�' /C� f 4 .p 4, A1 S 5l�1� Cx (.c. e-, f . ? l ctil l_ Phone No: ive(A) CS 1�(H pi' /IJ.P�.r► /t (J4 Ai .t A . ilk_.41,, i Pro ct: 7‘ Ca A Type of Inspection: Address: Date Called: / ' Z/ /v4 V Special Instructions: Date Wanted: ` a.m. p.m. Requester. A/Laii ilt..� Phone No: L.0 S D o3. -v INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PrAjec C(U i� Type of Inspection: / 5 C (} A dress: /33 : Z- U - /TAT" S. Date Called: - 7A57 0 Special Instructions: Date Wanted: !/ I' a.m. p.m. Requester: Phone No: 1555 do3 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 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C I q257L1 c_ �(c:ootao ¥ t k`L-4 i J c rr,, .Cf e (Lip ()‘—Q c 'fry (60,, r f16 5 c cep Inspector: Date: 7/2,570 $47.00 REINSPECT ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z = 1- '~ W Ir 2 00 co � co w J F=— N LL W 0 2 a. —0 Z � Z O W U � N O I— U H � . 9 : 0 Z W = O ~ Z P ject: 51- C C 614 0 Type of Inspe tion: - ._ died: , . �,.1 , Addr ss: ,.-� 1 ‘ 5 ( 0 0 ( 1,11 1 Date Si e.,? f te/05t Special Instructions: «( 7 Date Wanted: - � am m. Requester: s--74 v No ' Ph a 5 S - (o CO il Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPEOTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P0? o't,? C!1 COMMENTS/ -1 e l 4. 1' ? ' O f Ri /Pr? r Date: Corrections required prior to approval. $47.00 REINSPECTIO EE REQUIRED. Prior to inspection, fee mus be paid at 6300 Southce ter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: • • — 1 /i�_, l�/i(t l Ad V dress: Date Called: Wanted: W l ' -l.)' ∎fv— 1.4- ..^\_A 4 A r.1"1. -- I_ r - r N ... "3 R. .c- r) p.m. Requester: `� v Phone No: S cat ) --:- y \ 1_ � .L., r w .r « r 0 41 \ ^�.. r' r i �,..,�. ,.;tie,' 1 ..¢ 1„,...73.. c 0, c „r:. �. i . A. ,,..... Lz A • .,, , ■.�,�,.A, �r " ,h. ,( t. .. . � 0 0 I INA .. ..” o .'*• - 4 .1 i 5 GA.( o aL,A—C-- S J Project: l ( (AAI LOv\�S � Type of Inspection: • • — 1 /i�_, l�/i(t l Ad V dress: Date Called: Wanted: Sped@ Instruction Date .c- r) p.m. Requester: `� v Phone No: S ) e q- LC _ Iv/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 Approved per applicable codes. D Corrections required prior to approval. sa @ ctor: Receipt No.: 4 7.00 REINSPECTION FEE REQUIRED. Prior) to inspection, fee must be 139 d at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ... f /A .A Date: w) Date: COMMENTS: t J i, :ID VV c.i1L c , - Y\cdt.,( I....t,, iGtr . - „I, t kt.cat,„ k, 1 v 1 c a - ) `/c � .� -- `P.� t 1� cL) 9.-12AP ■ ,,..e.. — ` i � Y L a `( Special Instructions: Date Wanted: ( Coln,. /Q .m. Requester: .5f �V Pr(oct: ( Tyke of Irspection: • Address: .L 1 � - F - (4 � Date Called: u, S. 2 / L a `( Special Instructions: Date Wanted: ( Coln,. /Q .m. Requester: .5f �V Phone No 2-- c3"r=7. rL€.3.e,I L l 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; YiLw 'ti::....., w .•.. 1..:2`v1,3. ex'r.L' 0.0.':u+iwS'.uw.v..... .. 'Approved per applicable codes. Corrections required prior to approval. Doi - oLt PER 20•)43.1 -3670 ector: 0 -i.e . .-.', \ w,..,r- cam.,.,, r,.\___ 7.00 REINSPECTION FEE REQUIRED. Pr r to inspection, fee mutt be paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No.: Date: COMMENTS ,a s lAtie, T" /'tldisa9e ;-, q` 'I 44 /11 // tS AIJ4 ,- . / / - c5 I^.0,( ..- 1 ,y� [ . / f / / t, !//1 ,0f. r/ `" l / , ' , .,-/ - 4 . /J/i4e Jf ,3h2-) I {T 21) 42-13" ITTT .. ©? --n ' t 4 f - A ,lr� -'i 4 C G a /„ i 4 - t in;S S t r, 11- (I /n.S - &'/75 1 /A/ i►�ss- i; J ' 3u X f / 7 1 - - - 1 4 , / / n - 7 1 ' f a l . , - - 4 ,i4-7.1.-,,17- 7( t / 5 l,. ,k / H /1 7;i-, <,10tA//f L,7; (% ..- tier 7 / ,t 1 / 11 " ✓ /,� r.A - 1- .,. --;,.c, L, /Z' �, kh //I' , L•Gi 7 4/t y 7 iii /niAI') we, 14 / %°z /sue . kilo-N.-1 . 4 l e s A /ye , ii/ . `A ..; i D d OOt4&1 Pr s e, ,..s'` e- } � �' r / /? Type of Inspection: .-- . . (kr(ni �\ , — Cg r I (R Address: . 1. / AZ OG) . �G a•(UCG -� G:Z) Date Called: 6 Y. ..7;, - Z C - Ocit Special Instructions: Date Wanted: •"1",?.?) – e t( p.m. Request & frz-r./ . - Phone No: 30 El Approved per applicable codes. p4 4,6 Let INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 kl , Corrections required prior to approval. Dat $47.00 REINSPECTIOI4 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' . COMMENTS: ,e;> -e . 6/acre/AIL, i f o're7 4 iiA / A/ r9d l p40 - lee - t . „A,' , .1) -c 'r u �b �► ti 4 ,e /a►,e. , , _ Iii !R : 5-7 4 J,\-.,A .Vii i. ,)-., Q(P ,e,krn. ✓" , e_r 4 (0 4.4f, \-,,A / A .4 II cM -, •S 4 / 0 / b /ac rrr ,4 . nil /-a — 11 /�v(5 7" 4/ � - r^+ 0,p c� ,i. g inls ?r /0fr- ,. ( .'.v v%A/ 5 Cm .-,9 I Phone No: 4-{ --22 --634 I Pr j. - f,. 6',n /P 0 / h i,. Type of I spection: r-. /3 /3 Addr s: _,,._ �,3 o v _.G.nJ 'r u �b �► Date Called: a. - 2 U ,- o y Special Instructions: _ r;* i — Date Wanted: a.m. o2 _-. .D 3-- G'/ P.m. Requester: S./ ..? a' Phone No: 4-{ --22 --634 I / g Z 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 Approved per applicable codes. . Corrections required prior to approval. I ector: 1 L J Date: ' • - 3 -0 v $47.00 REINSPECTION FEE` EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pro' ct: (� ).. \ . ( (mot LCD 'ibax Type of Inspectiorh— 4 ti.-- , ,- -w .- .::- _ Add a 43 50D tel Date ale t AV, s. P� I a Spec Instructi . Date Wanted: a` � _ Requester: S kite Pho a No:__ ~— Le 3`e I INSPECTION: O. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I�5 - o 1 -Fa PER NO 20,6)431 -3670 COMMENTS: rz-) SY- 6 ir,wki 2.-) Zu 1 .1) ill I 9 c3f 1frzl f / •��( /? c 4,.1 Inspector: ,A. Corrections required prior to approval. Date: 27_26.....6 E1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 k� Proj -t- s - -fit C.��� / Typ of Inspection �t �Z i tA-,�, ft�- Address: "' Date Called: penal Instructions: Da e Wanted: a.m. Requester: . p ( I/ Phone No: 2%s_3— aaq-Le.3(ei . • .ps INSPECTION RECORD Retain a copy with permit INSP ION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3670 L1 Approved per applicable codes. gi required prior to approval. 4 4€44 1 4- /o no ti}R vin 1l COMMENTS: Date: ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must`be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .Si Proj: y f'OS" I � , ( ' (o I -P Type of Inspection: w Pt 11-1_NSt/ i AT i 0 Address: \', 5 ©O EI,J-kFtvu r 6 AN Date Called: 2 --1 8- di Special Instructions: Date Wanted: � a.m/ Requester_ -t-c° J � Phone No: INSPECTION NO. (9. eceipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: $47.00 REINSPECTIQN FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: \ ! J ‘'''C ri e• 1 -" Pi \ \ — C- - i t k 1 ! v -C-0.„,._ Date Called: d---- - oy 1 - IkV mme �L_ ^.✓ rn ∎ c S % N C c . - .), _\-v A. . ' f (ire. nl i \ f [ - �� A ■ 1 wJ C C1 . ' Al► j) r � -2 Li � ti L ' -)\(\14 >tiv 7 Requester: i cv .1.e„)rry 0 a ,t\\ k V 6 - f4. -- A-c) p AJ fi g P- Z A pg.- ( t) Cj1. n K17, J\ -n 2_ ,N1 o 1. s --A (n i n.,.1 l l S )10Act Y K �y) 17 > 2r ..„_1 - f11 - — A- p IAA•tp() • Project: Cs�q� �C'Lt Type of Inspection: WA lk SkerA h; Address : I 50bi:Ni42) tft8pith) Date Called: d---- - oy Special'Instructions: l_A c... mpQ+Ji .,_ i Date Wanted: a.— 1 -0 a.m. p.m. Requester: i cv Phone No: \ 5 3 -�2 -C, 3 (0 1 If INSPECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 jj .epp ved per applicable codes. rts - ctor: G.w4s. aid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: INSPECTION RECORD Retain a copy with permit Date: D Corrections required prior to approval. Date: 3 - — 0 k i 7.00 REINSPECTI9 FEE REQUIRED. rior to inspection, fee must be COMMENTS: k A' (A-e - Type of Inspection: ( Ir Address: V -- , \AA, --: •L 12�-+� .. t .�c� Y.. u\ "y 2, l Date Called: z -,8 '04 Special Instructions: \ / �Y Z'vc1, /r- _.p (\ ,.-A-0--"" cf-tiv;a--(----, A.,tArt,,,/ c,--)0 ) Requester: ..► Phone No: z. ) 2,7A 0, j A.,;:,,,,, Q Li, e l.k) . AT k 4v,,c.s s \ (), %w LA) -(1v. _P U, -- nR /P() C' }n y tkpn (I 14 1 t1/v \Gi '6 l�.1 1 u/`-) 1 lc- R ( 1 � s' e Y At PSS - c 1.,v oNt. •in ti CI �" t .cc. f.77‘.4--, ---.. ) ( )Jail ( - .-.-/ 0\ Vv,,,,. (, , c.:.k3t -,r c A 1 f -i S kap , Q ) L' ,« LI r, Project: q125411 () 4 Type of Inspection: ( Ir Address: V 1 1 I 11.4-Cfr t a yfm 4 ` Date Called: z -,8 '04 Special Instructions: \ / �Y Z'vc1, /r- Date Wanted: / a.m. /HI -0 'ate: Requester: ..► Phone No: z. ) 2,7A 0, INSPECTION NO. M pproved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 s ector: 47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 Corrections required prior to approval. Date: i 9 -0 Receipt No.: Date: COMMENTS: Pte. Type of spection: fa f, 7i (o) c— 2 - l3 C U J Date Called: 01.- 13 b 2s t . 2t,.,r1 vy, s R-vv" q 3,2 1 - 1 4S -- to, c) iNteefi Date Wanted: (- _IC—DV a.m. p.m. Reque er: 1 P.1.-e. Phone No: --SZ - 2 6,3i, / Project: '. Go \S Type of spection: fa f, Address: \ %'do - T '" �et,ir 6 J Date Called: 01.- 13 Special Instructions: r Date Wanted: (- _IC—DV a.m. p.m. Reque er: 1 P.1.-e. Phone No: --SZ - 2 6,3i, / 'to3 —OL(Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ,;r' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. tor: Date: Anri'L. Ft. -01-1 .00 REINSPECTION FEE RE UIRED. Pri r to ins Q � ection fee must be p paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Do . �X.� ( .4.4.36.3 �¢J��I�N" �c3"11 -^ , \ ry CO rn e f. - n41. •—, (L% n c 2 (JI Z c IJ A. . =+w v. -1- z >vu 5 . � `,,..„2.) 1- n r J ,e t ,rE< C._. !'. tn.4,,vv% , 1( 4Ai i - }y0..�, in '4 „ ✓u v L --� , r p l AT-/. J i r .- ' ci et ) N - 4,a - I∎ j ) r, t,_ 61,, v._ X(-4 (1I <\h ✓ ( � ott.4 " � Car; 40y' 5i / eb-fi.AC , Q e e0 5 1 1� lll orw.,Jr •-oV MFP i i -" J c' R 1/1/ jil. I'5f J 0 71 a 6 C 1YJ F P ) -�-ki ret(< 11 IQCJ� -1- "S 7 .^ y1 ") \ S S i ''.J ( : (S\ ( `it. t,A.J r #5 5 '50A-1-11 p. /4. 4, /, C„ t A t.1— .!► "• r c.'k q -t A 1 -C a ,v\ 1 £� zvv' 1 IC9 C PsKU 0 - cc -e1 ► N P I o L* S-1,(611-1 Pro ect: SA e C ( mot t ilpi45 ‘, Type ol:l.nspection: • --- C/C � ,e C allgd Address: Date : , , -1) �J ibq 75 t�t k' S pecial Instructions: Date Wanted c.7 1 / KM-- jil. Requester: Phone No:_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd /, #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: PAC e INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. Date: —► s —�a�� ....), $47.00 REINSPECTION FEE REQUIRED. Pr or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 /Call to schedule reinspection. e ipt No.: Date: PERMI (206)431 -3670 vag COMMENTS: Type aLlnspection: F PAvv\ , rU C.. Addr ss: .�--` 1 5 Cl(-) 1 A ,_ e) R..- _1-0 (,-,-1/4_,, -oil r� o Ilia/ 1l'P4I�Cd� i d ,o -� a ;1 ci rl G , ")„ y � 1w < --",/ -V Y en--'t. 4 VII-C23.5 . __ } Date Wanted: ( v i e -0 (4 p:m7 L R S J e Darr - ----- %; , Ab\.6,.....:--c, t 1 Project: V ©s4'QvC - 1Agn ��., Type aLlnspection: F PAvv\ , rU C.. Addr ss: .�--` 1 5 Cl(-) 1 A ,_ ' Ztf 1 ► ►., Date Called: g — i 7-o V r--_ Special Instructions: Date Wanted: ( v i e -0 (4 p:m7 Requestr• e Phone No: 2 — (a3 ) INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM) 0. 06)431 -3670 c orrections required prior to approval. ctor: Date: 47.00 REINSPE TION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: COMMENTS: 6 ) pi-i c- Fr -, e. , ; 6- if 6 ( IN N Ioe 4 (49 Z e as, sa.4 6 1-6re 4 4o . ■I 4 -1 cc° .-16,0 -ci-e,egto t.) e o._ to 6e_ CN ;,ls,--\ A tle,- -1-o 5Litorvi4 r-lat.0.01.- vu r 4 -, Ai -Rise-a/ s'a 4:Ircr14 4 ■ oy, 'i IA v v -co if-e,4. s U.esr i t\i e iNic 4, 1 pe Air 11-.. AISO; ?)r N A-00 e . \ NI 1 / )(.3 I - I rA , j Cie ; I :mr- i " ekce. -Pw IN s ‹?ci-i..-.,- 0 CO I k) SAJ ( At P.. rrycz. % r _st„, i 'P. COO-NA 1 ' 1 Prgt 0 1r 0, i-tt 6 hal', se TypeAnspesti0j1: .-- Address: 1 ZS 0 0 _ 7 . 3 , Y 4 e . , / i A . 1 1 5 4 - k i Date Called: 9 , - — I 1 — 0 \ T Special Instructions: /1 r Date Wanted: a.m. p.m. Requester: C 1 -- F ur Phone No: . . r7,. .. r■r.. INSPECTION NO. 4- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 8 roved per applicable codes. INSPECTION RECORD Retain a copy with permit r:DO3—v4 PER IT O. 4 11.re (206)431-3670 Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: srE •'• " ' • '10'0 , z 11 w • 2 —I 0 C.) 0 ° • LU LU !Q LL ill 0 2 :3 u_ co 11 Z 0 Z 11.1 O • 22 O t- ill u j 0 1- L I 0 , Z ud 0 P ject: Type of I spection; a gb,(7a4,1 Date C led: A dress. 0 /, '""�'�4( � ((A.4644 Special Instructions: Date Wanted: ( 7 / Requester: , / 1 '' Phone No: 30 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 :3670 'Approved per applicable codes. spector: \ Corrections required prior to approval. COMMENTS: J) voo.Q hot /Wol c)\ (Nee Date: n pct,! 1 1 ) , 0 ( V K I 47.00 REINSPECTION FEE R UIRED. Prig/to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. Receipt No.: Date: Pro•e t: f n � ThS�i°r 2 K ad,A,U S 7° Type of Inspection: ^ � y r q t,th i i N `` 2 t 1 1 rc,i Address: ! q /3 O x U '/uf :r, f` cis • D�fe Called: T Qa /o / d y r Special Instructions: eCO r f r If ) Gt Ian .cc +t.,l C Date Wanted: 041i /6Y a.m` p.m. Requester: Sie Phone No .5 — da ( 2 - 63 6, / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3 -04G PE • 'I /N• (216)431 - 3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Intector: Date: J Ir /ft/ 47.00 REINSPECTIO EE REQUIRED. rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj�e.-ct: / Type of Inspectio % Address: / 3 O .7 - ,.:ri 7ZrZurr /t) Date Called: 2 - 6 -o e/ Special Instructions: Date Wanted: Z- F-04/ 64,_rn p.m. Requester; _4:7- ✓ Phone No: ( 253)22 F , ?4 , / f•' 2.9 INSPECTION RECORD Retain a ropy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do 3-6 vZ PERM (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (Jo - Rcbtp" k 2 2 1).1 1,) 4-I 1 s- ca Inspector: Date: 2- c 0 LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l . "tom %:a$;: +rxl':�i!+1:U iA. 4�u` �.: 1'< iak .a.....- «...w.i..:S..•...:.,.:; u......J ...�.. Project: ev- c 1 J \�oUS Type of Inspection: rd vrii rc� Address: 13500 A cke rr' Ur \06" A l Date Called: I 2 5 -0]-1 Special In ru do : Date Wanted: a m - U /((R equester: j f -*hone S � No: , _.S - ) - i "3 (of INSPE 10 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ei Approved per applicable codes. INSPECTION RECORD Retain 'a copy with permit Corrections required. p1ior to approval. COMMENTS: t .. 4 :, _gen CL. G 4#J ( --- ?4%J 2 - ° / i 2 ) 49 (7_47,47 k 4 >) . ,1 Date: 2 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee mus /be paid•at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: -VA 1 v\ 4 oo w► S -i blv , , x, nu Luc,1 I.) \ \Gt • y , ,e�r cAdArk -SS Sl��'c,r W� 1 : I td't.r(Poa■( Ni 1rn \J\4v\5 . A anarrt \' sl j 1 U) - V 1 -Li ujcAk\ \A)L, \e \,t3O1•v\h i3\Avo, s1 \caw (.2) - 1-x■ wu l l3 , Ave - PiA vee .er c\ AveSS b 4 o cA �. 1v\ PC•Ps a p,orox . 1? 1vq es IT , C 1 c5 ) p \c(c e 4 wowveut 5 cde 1 st 3) veirA 1( 6J rAv∎A \10 1 1 4 Y�lUc I( 1 tr\tI Y'rr pit .P� l/ VD .-C vtnotX` Special Instructions: _ M Date Wanted Project: St & C (4 / ,7p(442 Type of Inspection: , ori—iitixfkx4 AYldress: 3S0O: ,- t.44t/,0 date Called: v.S - 0 �{ Special Instructions: _ M Date Wanted s j a;rn. p.m. Requester: ,/'t Q Phone No: — 2.9 3 _. .-2a 9 `& l • INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 boa -o �a PERMIT (06)'431 -367,0 'Corrections required prior to approval. Inspector: Date: 2 - \ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: x- ;' Cat, } COMMENTS: 1 A P X-1 •evA o,r Wu i t 1 1 1 l y\ P r� A d ` (9 '\ — 7 r 11vi'1S - ak- D IV a- t ,Asulo t-e — w 11 \ rev- 11/4C. t. rocLtt'c 4 1h5uL4ter h 5 (- I ..-. Special Instructions: Date Wanted: D_ -5 -u c Requester: Project: ��� �' ' r JO � OU.e Type of Inspection: 1, .r , ` ( VV 1 t hG Address: 13OO `4-Y.AP r otIoA v-. Date Called: i -Z' 5 - 0'-1 ..-. Special Instructions: Date Wanted: D_ -5 -u c Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 to 3 O-12. 0.;'.% (2 . 6 43 -3670 pproved per applicable codes. Corrections required prior to approval. Inspector: �- r Date: 2 - U - 1 E $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: • COMMENTS: c„ ij a∎ Irv4 1 St ck-Q \\059 R., 101 ow\ A \ o vA y al atealled „.. b - 1 • e. = ri cl' n I rU r uc -\ s ov\ kit-c-4- ,00M nit. m ire r Phone No: Pyoject: t - F (' J c„ Ty o f Inspection: ,• \ of .- �t�c.� h aid Address: atealled Special Instructions: /'� (n L/e c 7 Date Wanted: Cm: p.nt5` Requester:. — Phone No: 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT 0 CITY OF TUKWILA BUILDING DIVISION ' . 4 ' i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20,6 A pproved per applicable codes. Inspector. El Corrections required prior to approval. Date: _ 5 _ G LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: 5 $ S i /3 / i t 6,7•$A-&/4 ! C_ • 4 Addres r .,, t�, . J. -:(,( a S,. Date Called: 2 3/U ca-,- rvt M 1-+ q.S (41, --1-to •(7 U l 4.,) oil &0/6 QL6 ru.. ) $ 5 44 1-/ Le - vJ s k i Il ir ..e-ei h,(A4 P Apri..Qov1 iL ` PIIC '4r-i, (-? a.m. p.m. G l . t` , A \ -t--A 4 �,.d n Y - rric Psoj-th)\%, c_o-d 64.5N1 of i c tii H 1 ,., ,e,,..1 11•j Lk 14a R. —Ny. S-Q-4 a,-,61-t- ,, i2r,,,, • ten-, p Project: - - . Clik h a 5ert_ Type of Inspection: 5 $ S Addres r .,, t�, . J. -:(,( a S,. Date Called: 2 3/U Special Instructions: Date Wanted: - 2■1 z�/ V a.m. p.m. Requester: j inr' 5C0 E Phone No: D' , -7(- 77 >-) lJ 555 El Approved per applicable codes. Doi -c (Z 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 Corrections required prior to approval. Inspector: Date: OM\Y El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. .r Receipt No.: Date: COMMENTS: Type of Inspection: Address: r 3 5 ..1 c. A /_ S. Date Called: 2J ./G V Special Instructions: Date Wanted: 2 4 0) If 14//01-1 6..- /L,,4-D`I hi, IIP f /./, ,J cs fri iU ,,,I 'A ' P �,/ Al lie f ' / >'d7 - Al- stets 7AJd , /era . s ?VI // JJ s/ , m.4,e CA-14 1 f . 1 (t , P ect: Type of Inspection: Address: r 3 5 ..1 c. A /_ S. Date Called: 2J ./G V Special Instructions: Date Wanted: 2 4 0) If a.m. p.m. Requester: LT,e1-- ' /PiveIi i Phone No: INSPECTION RECORD Retain a ci py,wi permit INSPECTION NO. °'" PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D Corrections required prior to approval. Inspector: () Date: 2 /V 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro'ect: ) , Type of Insp • A dress: r at�'Called: • i �c,J jet .(� --7" i� �_ ! vl 11, Special Instructions: / �� 1 /' Date Wanted: i(8 %m, (L7I p.m. Requester: ( w Phone No: ,P — 42 ( e7 5 a 3 0 El Approved per applicable codes. Op 3 - 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 -3670 El Corrections required prior to approval. COMMENTS: e n f .. ..a.t,D tj /0.4 "-Ng,1 A. �, =- t.�_.. ��• c 1--, ector: 47.00 REINSPECTION F paid at 6300 Southcenter Receipt No.: Date: REQUIRED. Pricy to inspection, fee must be B d., Suite 100. B all to schedule reinspection. Date: COMMENTS: GU /9 // J 4 L S Z / / A 7 - ; 1 1 - 7 1 ) -- A p (A/ Of1'gl - 3 A R &/ - /) - S,'i P , . _,7 S7/0/ N i % (rx ) ,24-7 D f/:! e.' . itii /9/ .51/4 Ti�/i/■-4 S ,on-,- Gt/ r / 2 e L eiz, "r/ ,..b4-7-44_. Ai "/7 J- (, Date Called: / ~c, - C'Y Special Instructions: Date Wanted: a.m. � �/� F,.n.: / ^ ) —c-7 / Requester: Pro' t 72 2 ( C_ ,' . Type of Inspection: • //1/. S6/4( 2 /l�/42 Address: /3SOD //J G/g (, Date Called: / ~c, - C'Y Special Instructions: Date Wanted: a.m. � �/� F,.n.: / ^ ) —c-7 / Requester: Phone No: n `� / �`- /; A rte`(,7 -Ja, r INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PEit IT NO. I (2 • 31 -3670 Corrections required prior to approval. type r; 4 :00 REINSPECTION FEE REQUIRED / rior to inspection, fee must be ,p id at 6300 Southcenter Blvd., Suite ,100. Call to schedule reinspection. Receipt No.: Date: / -2.7 Date: COMMENTS) I t 1 1 e.li E S -- 1- e k," 4" ;111` -q r i �2z Pe.. �1z.3 — 1 4 yp A 34 1? s 4 1_ob b1 ; ( I i flivA4,450(0 Date Call d: / ( Z ii° Li 3500 Special Instructions: ' Date Wanted: a.m. (2 1 Requester: ' �� Phone No: . - ? 1 - 'e3(Q 7 , Pc"le—Zct) : S +� C I t Type of I spection: •. (� v�-t — Address: I 61 , AI) Si Date Call d: / ( Z ii° Li 3500 Special Instructions: ' Date Wanted: a.m. (2 1 Requester: ' �� Phone No: . - ? 1 - 'e3(Q INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Inspe pproved per applicable codes. El Corrections required prior to approval. tor: x 47.00 REINSPECTION F aid at 6300 Southcente Receipt No.: Date: E REQUIRED. Pr r to inspection, fee must be Blvd., Suite 100 Cali to schedule reinspection. Date: 1 P ct: ( 1.4 S e.../L., 61, Type of Rs ection: .1 .1a 77,1A1 Address: dv � � Date Called: u 3, / 12 1 I D Li ecial Instructions: Sp � Date Wanted: �l l a.m. (2C..� D7 .R;m; Requeste Ph .2 S ,,,.. a 1 CY 3'••C. / INSPECTION RECORD Retain a copy with permit 003- -o L/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION -� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 31 -3670 proved per applicable codes. Corrections required prior to approval. COMMENTS: owl 5)-1241-thAA., f Date: 2-2 --&/ 5 47.00 REINSPECTION FEE REQUIRE. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: FC (-,01-C1-) Type of Inspection: ea Prim 4.7 A \ clir e , 3terwr6114.3 11 D ate Called: s. 1 -20 oy Special Instructions: t S+ PR-0 - Si4oP Date Wanted: 1 — Zd — Oil fn. Requester: ST - Ng Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SQuthcenter Blvd., #100, Tukwila, WA 981 88 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: /) 6,06 M4 7 LL L'1 c/a1; 2Zz S AZ4 I l l hi c-ev/t ne,fi 2i o n / / ve e4(f- aufrio -49 7 Date,: ._ ;2"./(9 0$ 7.00 REINS CTION FEE REQUIRED. Prior to inspection, fee mut be paid at 6300 outhcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: cp HOC PT_ /L , 6101. A IA zr\P -4 ‹, (� c?, po-6 ✓ AV - t °51-1\i a ►� N) I<.. i -e t -,✓ I_... sti► o -4 In r S k 1 , . i ✓ a (k P c -N 7-4 A 4 t ` O v J u A - r e S4-11 w-e- tr oJA- I+c6 / LEI h7'1 s 1.,1.E Pt 1.. ,1vr, , - V'ine-t4c, 10 -( r s -lc' - -- al Tb p 14 -1'e A c k.(( \- V...c, A o c..-tc t) ps-vt --\-- c \E CS \i'N i S ( ki p) — V - vvt.S.<, - Requester: 5A-eve 1 OV 1 6V--- T O 's.tJSu A U UCC11 4 1 ~e K 0 cJ-A/t,e-C • • - q Jul (.6 i-i-&sp . i LA ly .1 ' Project: foster C&oR Li nK Clubhou Type of Inspection: . Fv arnin3 Address: 13500 ery mn Avt, Date Called: 1- 116 -0 4 Special Instructions: Date Wanted: I —20 —o4 . a.m Requester: 5A-eve Phone No: 253 —22 ci- 63b' INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. In% ector: / Date: ADA 1X.,0 ' r 1 — ., ?_. C--� Z� 47.00 REINSPECION FEE REQUIRE . Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z W IY 2 JU O 0 N O LU J = U W wo 2 LL a =d w z = I-o W ~ • w U O O — O I— Ill W I- -- LL Z lll U — z COMMENTS: N - i i.2.e-erq c She ra- 41-% i : @ a + k-4- IQ CNr + 1,, s ;(C.e, -- A — Date Wanted: V/ / v - Ki bv- 4 (n Phone No: . 8 . `rt- i *- Le-A-A AA'S e ttst.r S WOE: 0.4.44 Bts. A-4-11 S 010 liflAti& — A-p.p.kke.d \ ,. : . -1 .._ ._ . i Prr ( c i r / ' , - , A / / ("il L-/r/E6;/ • TyprbInspectic .1, ! .6i,j 7 /--)/ Address: . 1 (;', teAle,C Date Called: I/9104 Special Instructions. ' - ....... --- Date Wanted: V/ / Requester: / Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 NCI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 13o4 El Corrections required prior to approval. $47.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be 100. Call to schedule reinspection. paid at 6300 Southcenter Blvd., Suit Date: Receipt No.: Date: COMMENTS: 9 co-C 11 eP h t e (0 1 \ `l - ltAs; d ? -zA 0 Q a 6 t. /lvo- 71• ri 1 lNt -ilk" ` ( U " ` � - - + ' V K 4 i N}( — A'1�•�} / 0 0-- 1 Z' ! 1 t1 t k 6�., 'I - 1-5 .\ au s l el e -- -; (0 -- le f1 �, 1 Ma a lik (; A,� A I' e-1 .— t - g 2.�./. d) ..j kiJ Pr 1 k 4 0 \' elk 1 IN irve\ f C--irr • * h S ; c e — E,Vs4 C*14'N P Wes I l P ject,S i - t 1 (4,1 �� /} y . o ` fint �� pecti � r:/ ,k }li l t-1 A dress: 13 5 o U 'In 't-e . c. D Calle ,S i i/ Special Instructions: Date Wanted: a.m., lam/ ?0/63 Requester: ....)-L ek, Phone No 2 - — R 9 — 1e3Le t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 14 A pproved per applicable codes. El Corrections required prior to approval. Date: Ri,c ipt No.: Date: 47.00 REINSPECTION )FEE REQUIRED. Ptior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �tJf4? �i�J.* t2��` ai�T. tia; tl n"l F: s+ z�. ci' te�: tt�'.: �e: ;i.,._.�+.•:i�'�l':............ Pr.•- / � y / L 7/L .. /? 1� Typ- of Inspection: E / /(//f /f //G 5, A�4ess: - 7eG/,4 ' ate Called: A-7 -- // -63 ,- !S at ° " -44 Special Instructions: Date Wanted: / �7 �- 2 .3 a .m. p.m. Requester: a Pho / / ^� ( C,i ! ' Jam' �7 6.. / (> moved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: N -- h/\ - 7 ‘> ) %.,e._,N,C7,-- c ,A,cycl) ff‘3L:,_ .0 -* Al ,u..+f -- $47.00 REINSPECTION FEE REQUIRED /Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to sched0. einspection. Receipt No.: Date: V Project: F Gol Cov( rse Clubhause Type of Inspection: 9 rea& ird Address: 13500 ++.ru rban Ave S Date Called: 1 'z - 16 — ©S Special Instructions: Date Wanted: a. 1 03 r; Requester: 117 Il cDo9a1 Phone No: 3 (O — n 5) _ 025 7 Lid INSPECTION RECORD Retain a ropy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. D03 -042 Corrections required prior to approval. COMMENTS: J 4,a ,Ctrve', . Inspec or r,dS WI? X(L(_. Date: I'4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type Inspection: Address: 1 moo r�ti L ,/ /1 " Date Called: / //S /05 Special Instructions: TOSS, J /e �'-I34 .t — he' /1 be i-/ e -1, 1 ! 3 p1) l r-c J'u,t , -t"G'yOo(i Dw Gc Date Wanted: 1a 1 aio a.m. p.m. Requester Phon`36 .` 1 '085 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 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: petad n. - fro 01 k- i flto tv -t 1-\1610S nspec or' ,1 1�26rU L Date: l- "Do 3 -oya Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pr op q n / /, / jypR Inspec Ad re .--- L14& Date e (T d: ki , �� l i /�Th / Spe ial Instructions: Date Wanted: .7 a.m. Requester. A Pho No a — 503 0 INSPECTION RECORD Retain a copy with permit INSPECTIO 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER X 03-0 it; NO. ( 06)431 -3670 COM ENTS: l / C Ln e7 0 Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTIO YFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: J . / i Type of ifis Address: // / // [3ate Called: //+�� Specia Instructions: TO w J J 'pate Want - 9'2 Requester: Phone No , INSPECTION RECORD Retain a copy with permit INSPECTIO 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. OMMENTS: it-?-07€105.4-e-;f/ `te Date :' (206)431 -3670 Inspector: $47. EINSPEC'' EE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Project: / �^ / j c /` c, f c4 a4z. Type of Inspecti „',a ,r2Jf g --. 4, 7 j Address: /35 / lit/`�l tJ - Date Called: / L---` Special Instructions. Date Wanted: .m. Requester: Phone No: INSPE TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J Approved per applicable codes. Corrections required prior to approval. COMMENT: 7 Date: 2 $47.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector Receipt No.: Date: k,7 7, .0y _64 e x "1 /45 <Lefd LS 4J (7.4„,‘ ■ INSPECTION RECORD Retain a copy with permit ,a3 5/l/ is COMMENTS: J L f &X -4 : �h C 4-14 /^/f OA/41-11i) p /C e.A/ j) e) L 7 4464 % f/F-k_ --/ Af Me re__ ' ilA 1: SNf.1,2 sto ,R�T \,, 1 - _z 71 a Wei ?. -�! 'S'jp�ecial Instructions: { / IZt t'�"�G{ �' I `Cl G ` Ct r� 1 x75 c fic- )-\ /- S ?(' c 1 °L:( ) • /iSpe t I r ' C;) Pi/wide grit! - S�AT'1pFrt aaY✓CQ / / - 4'44 I'Y Gr-� 1. 8 0 % S U, id,, l 0e 00 r - 6, -,i►n/ f=ur'- i- % / S%c,-r 6-All r- r W .s A - f �S 7 # % ,t/� ie- j h /ry SS -J , 1 e-1/ Drr / --5 /D f Proj /� / / s*'f [�o4 (//4)2h u .`f' Type of Inspection: �i(7'rr' IO i tLk /l S a' 016 Address: 1 3 � ov �lP,a ��•-) D ate Called: r a / J ai -- 'S'jp�ecial Instructions: { / IZt t'�"�G{ �' I `Cl G ` Ct r� 1 x75 c fic- )-\ /- S ?(' c 1 °L:( ) • /iSpe t I r Date Wanted: 10°3 ! r'� a.m. � m Requester: )- te ve Phone No: a: _ 02t../:7..-// 1 3 tc I It INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: Ig ik roved per applicable codes. INSPECTION RECORD Retain a copy with permit Doi -oy (206)431 -3670 Corrections required prior to approval. tor: 0, i Date: $47.00 REINSPECT ON FEE REQ EKED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., bite 100. Call to schedule reinspection. Date: Proj�Q5+'( � r C '1 ( /G� h , SC' Type of nspection: • �J C)l t'e. /I 4 i /./ ed Address: /,5.(:)c) i±'i { /Jd( ') Date Called: /c)� l J /6) 3 Special Instructions: Date Wanted: a.m. Requester: Phone No: 53 — 0 63 l / INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 LI Approved per applicable codes. Corrections required prior to approval. COMMENTS: r• 1 3-- (Lie uf),/ Inspector: Date: 7/,3 $47.00 $47.00 REINSPECfI 1$ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: (20•)431 -3670 COMMENTS: Cluthkchi 5E I2/t.0 tk) atm - red (,'` eVL SU S.QAAJ -eA ✓ -61,0 a %' ,1, tri .`.J 0 , A! A, !Li ' 1 its 15 wu. AA W AA-4 L • ) 6g- . u44- '-e-4, fl ci tUJ Wk.P,e.i 4) - i rsaTtc K.C. V K. l kAA4� U t 1t � c - tQ4 4 � A O (.Q J \P N (I/ t` N o--tA c LA ei ,Are -.-e ms, j t o-13=J d ;-Q .4,(, - )om 61 4 (4(24 ) A-tllo4 A A m i Pro' t: .. Cluthkchi 5E Type of Inspection: SC 5 Address: Date Called: I iii Z A ) Special Instructions: Date Wanted: a.m. i I / / p.m. Requeste : ?a,c kv 4 Cim it Phone No: 55S INSPECTION NO. INSPECTION RECORD Retain a copy with permit D -O42- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. Inspector: CrV Date: 12,1 i'L/d 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: c'r ii:.�.,i u;S': t���':� uc'�si� j' °• °i`'OtLn�r��rc.:,, ; °,,f'. � y'. COMMENTS: Type of Inspection: 'kJ-) Ul .4� CYi, r (o (kA .L_W\ t A, 1 i 1 9' S C .) Q.44:- fi 7 ( ( . . 1. • r-r. a A .. t r (.S)^', .�t „:1 c\,04.-_ -„ C.„1., vs./ I ,), -a..r^, - _ / i 1 Requester: E . J . ICY `�� '\.Q V, e - ix,r, 61 C,...., , r- 01 tit co-, p m, (`'1. L t „JJ J _ Vf • pL' i • N. - : i e r(�G 4r.) -4.h . • ( : k J . J 1 I,U t-•-'0 S \ < t 1 C s (u` Aka .A it-. ins" ,Q J 2.. ( L C ,q - (A \c 4 , 4: - •�S1.1 . .1 I �,; r � 3 ," ' . .. .1.,...k (Ito rat -14 + ir1. WA ..s J it ..a. ,4 «,G 1 t� tQ)Y C L X .l,.t...• L. .(A.4 I Project: 4 CI k.d 1 (4-Du„, , Type of Inspection: • 5 ,1') Address: f.) )vii j- l( 10. .S . Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit L� 2. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: 6 615 Address: /? ) . .. - _ _l-). tv�-e. 5. /1) /i3/ 0 3 lc 37/a i.•N ;, { +.et.)� " e /a C GS A () Af.,,, ..e,.i - () €J cfrl+ c.„t, . . P.2... , 1A.� ,�) wJ t1,2_,,, r ,, (264,7A? Requester: I) �yy�� �j J ,,��/ ,r!, '��,�{�,� ,�! � ry ' ` 9 �`' -c Air" ,t..4" ,f' .�'�..'V i�.i2 t / S p ..+fin L1 7 Jt .. GOB! / {.,.,. . / . Project: ,Jre. /11../J/ / G, Type of Inspection: 6 615 Address: /? ) . .. - _ _l-). tv�-e. 5. Date Called: / / //'',/r:... Special Instructions: Date Wanted: ' ' a.m. p.m. Requester: Phone No: AS INSPECTION NO. a Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. LIP; 2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431 -3670 a Corrections required prior to approval. Inspector: Date: 11 JJ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: +/�wF•� ?emu cK,; :,,.. COMMENTS: Type of Inspection: CeNIent 6i de w/ai K ( / 2) g 10100 Address: 13500 Intel/towbar) AVe Date Called: 11 - 25 -03 _ Special Instructions: Date Wanted: I1 — Z6 -03 a.m ` p.m. Requester: 51-eve 5 c 9 r ii C k ID d � 5 ,-' .-}K r, ALL 4., (.1 / 6 MA d ht-e-i , A_f `7 Alt etthx i-f. U- e- t....4.4 S / o r2-e (� %R � i c c_4 c ii► / / (,i /f i iA S �l wrik- C© 61' /I dr It e..1.,-n aAA,- c. e ..I_ti l 1/ 0 4 A.� Ai,) a,e' -eP mil Of 4 C a ! i.6 cliiit Project: t f.) 5 - L. r K 6'01-F Course- Type of Inspection: CeNIent 6i de w/ai K ( / 2) g 10100 Address: 13500 Intel/towbar) AVe Date Called: 11 - 25 -03 _ Special Instructions: Date Wanted: I1 — Z6 -03 a.m ` p.m. Requester: 51-eve Phone No: 263-229-6361 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 D Approved per applicable codes. Corrections required prior to approval. Inspector: V Date: ItiVe/61-Z 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prrooj ect: `` f"" v ��-e'1 C) u t te, 1 k A st_ Type of Inspection: - i 1 Address: P 5-4)v Zc( > ' . Date Called: Special Instructions: • Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: 5 Lon TA) 0 Pi / 0,c - ry sir o S . z Wyt4" �.. C oN N1 t-c ri1 Pak c TQ-Q • 44 CAD56- 6 11 / AiddA Inspector: Date: 0 $47.00 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 Corrections required prior to approval. PERMIT NO. COMI4ENTS: Type of Inspection: 124 qt. ) SX- C-C%.4'e-..- / itv‘. ck_kAA t,-)koilk (s944, tol,k4 (rel IKO i A r crIA AA a ,j-- , q s( 4--1■41 (MOLE e S p crA VA dcaleefristA-) ritpu. A ar aflitga.A. 4z h ar-o A 41 )44 1..-7q I / iiex,,, a-41.%oi,t417 eimo c i A-0 (A 7AP A.12/4"e /Al di Oat/IL CrA-Aa 5 g Ao IrAz.... A a t4 1, a.m. p.m. Requester: Prolvt: 0 5 - re . fg..- C IUOt li (0 Jhe Type of Inspection: (A) 144p Addreu: ,,, R5c-t) _I- Ll P1)'' 5‘ . Date Called: Special Instructions: ' Date Wanted: a.m. p.m. Requester: Phone No: Mar Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. ‘'■) PERMIT NO. Date: J 2/249 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: r c.- s / 6 3 4- GIA m. (Ad 6u_M -ri, ' C h) ( z / SV gX S� a,.4 Date Wanted: t < `/ a.m. p.m. I , ` le c Ca v77(4 &IA Phone No: ; .ti Project: r diih 1x4 .; Type of Inspection: r c.- s ddrep: r I ', 0 0 .l Ut A 5. Date Called: I0 z- 103 Special Instructions: Date Wanted: t < `/ a.m. p.m. Requester: ) r-e-Crf (A... Phone No: 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 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: 55 5 / 3 v ,Fie n 4 y'' .%t d 7 (7/t )24- 7; . c fi Date Called: 01 er Pv'11 0 r IA 5‘Lsp UcQJ - e#4 CI 7 e u ,/,,,,,,o, a.m. p.m• I v y /03 ,,..,,,t2_01 if.4.,,u 1 i 6(' 5 au/ 1 ( . Ali 9 ,VG A ma r a ) t a i i 5 To 64 , ,i) 2 (a , 64' 77) 144.C. 1 / " /VI, . /..,; ' Ca..i.e4 C,i , jtoje t;_ ' Type of Inspection: 55 5 (.dress:. _ 3'' :41V /Tt�g 5 Date Called: 5p ecial l Date Wanted: a.m. p.m• Requester: Phone No: TY:.L�4�us:.4 INSPECTION NO. ITY OF-TUKWILA BUILDING DIVISION .00. Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: Type In s q J n: s s . s . • ra 1) I / ) fa l t aw r 6 . T; c -kz",. -,Aa x Date Called: ; �M / e 4 c J tn. ti S Qr �5 / / 1-5T mit x.1 iJ ... . e.,,, ,e4 . wmM 6(.1 T 4 (1) . & de • 7 Q- S t 6 « 0 ,, I TO b- r1.rK 1' � M r) t . 4e 12- ) c, , '''0 J K - t v ,, k 3 V.e.... pJA a.m. p.m. Requester: S i tZJ C- 1-\ el 5 k it A.., tc-i e a (1 QA rta S . 1/4 IA) ijil o�,P the c o +61 0. i P ect: S1 2 c-lu b �u5 Type In s q J n: s s . s . Address: Date Called: / iJ Special Instructions: GiWZ-if ::^ � • viottz. q 5 __ _ f k C 4 Date Wanted: I. ‘ t a.m. p.m. Requester: S i tZJ C- 1-\ el 5 Phone No: 353 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: C7V Date: I / El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: --o '9t Project: - r - r.k Flub Fiat 3f, Type of Inspection: R. I Address: r? co u . AU S' Date Called: t i / ' /t.) Special Instructions: Date Wanted: f I J I 0 /03 a.m. p.m. Requester: sc y � PC�� Phone No: a • 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 Approved per applicable codes. JJ Corrections required prior to approval. COMMENTS: 1I/ oJ03 1 Ci ,s1Prac 0 c o 13" W o *■e TE S Inspector: (-;J Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: .ri-ff Address: 05 ivi 5 , Date Called: 11 /► */c Special Instructions: Date Wanted: I t 1 t l i 1 jv ?fi 1410 ( 5 � i iL t l`� f / ), U PI'\ Vl2 u ij(t T " f \ 0 t%.-W t�'k i� - ti ) Q_-) vi Vc,1.. _ f Nz rV1 , 1 v y •6' C1 6 r `- . i I. ii 1 )P7 H-ti AAA s, bk T L L. kp ,&...: ► t„ rt. T �, Pro ct: - rr - ,12- C kti) kuto 6._ Type of Inspection: .ri-ff Address: 05 ivi 5 , Date Called: 11 /► */c Special Instructions: Date Wanted: I t a.m. p•m• Requester: 1'Cr t l`� f / ), U git Phone No: f 1.4) INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. Inspector: r,rr t V Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: ... •1 i; 1J407.t.: Pr -Ps 6e/1/W • Type L. Address: I Date Called: / //4 / S ecial Instructions: 1 1` /0-0-li/2—• .\ s#. oi . ryz 5i A Date Wanted: / V-5/0.• friiii. Requester: Phone No ,.-- , , 632/ ..--',/ 9-0.02L-674 EI Approved per applicable codes. e/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION DO - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 EJ Corrections required prior to appi.oval. COMMENTS: OT 7 (13 . ft/r 7 71-c" /?(P /*? " N (Insp o . c o .„....-v , =, Date: l/ rin-4 fs EE REQUIRED. rior to inspection, fee must be paid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. )4 REINSPECTION Receipt No.: Date: COMMENTS A) ,� / ' ! . �! / ! `/ 1-4,-e...6 /`7 1 1l71;1/2/4 + ++ 5 J,AM 17 0/ / -rS 1 1 ,401-1, S \ s t f'1 /l 4- ' .1,1liA G e di eile9/./ , - -4e- : : 3 ,5 4AA ( 4— � � `t.._ el-- 0 he s r W t ---n:_ - ''e- lam- C /i 7S--' T r' l � ' ' G 1 r r P A i"1'' /n Type f / 1,,t ).-A i / clz( Address: Date Called: 1 p . -(1 e/I W\ be&vi ,4v J • f 0 ( 3 i v? Special Instructions: Date Wanted: t / � /0 � �.m Requester: '� c " S (i< Phone, No: / ,, El Approved per applicable codes. INSPECTION RECORD Retain a`copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ■ (206)431 -3670 Corrections required prior to approval. Inspector: °It 'J Is Date: $47.00 REINSPE • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: El Approved per applicable codes. INSPECTION RECORD Retain a`copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ■ (206)431 -3670 Corrections required prior to approval. Inspector: °It 'J Is Date: $47.00 REINSPE • FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: f os Type of Inspection: A ess: T Date Called: 0 /03 Spe is Instructions: Date Wanted: a.m. �� t � p.m. Requester: srg / P 1 v rtt Phone No: De o3-004/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Pt O 1-01 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: IQQZ'ifd c - cfr: CI k Lti1c jter_ froce-v3. AMMO Inspector: Date: Ioj7 Ei 47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Pro t: PO s ,R hoii , (114 611(41 Type of Inspection: • F1.--H Addres �. a 4) j- /C. /up S. Date Called: ln / 2 W1 o) ) Special Instructions: Date Wanted: j 0 /2_q/0 a.m. p.m. Requester : --T il—g -• /P I V f-r i Phone No: 1, FLA INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION rie6-o09 - a / o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: � / - I (�� c►- -'CLJ� 1'W 3 1AT P c t t l v 1 «-A SIk A ( J t l l v e vt e,) i L. 4 d \ Sit Oc la Inspector: Date: c // El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: F1-- . Address: 1 fc t(A 5. Date Called: 16J.12,•4P Special Instructions: Date Wanted: a.m. k ‘ l ( p.m. l t t / cue -.�, �.R � .-Q N Q.,„,.., 4, ,P C{ c C .4r Q 4 is4 Q i :V'4Q r� 5 nil- - 177 p X o t't q lAAt X,w c t tv\ i 4 t,9 .5 e . a50 '-b. av LA.. q .T'+.-( c i -Rivo -- r .AQ , - P k klQ t, m t� h 1. TO 'n 0 o' - ' 0, -c tic),‘ . .a,- e PtQ.ect: ‹ , - N - 1 — E a - C 1Wh use Type of Inspection: F1-- . Address: 1 fc t(A 5. Date Called: 16J.12,•4P Special Instructions: Date Wanted: a.m. k ‘ l ( p.m. Requester: / P w,pt44. Phone No: (} • t INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit bo 2?`O'-\Z PERMIT NO. El Corrections required prior to approval. Inspector: G' V Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: / \�\ s V c Addre,: 1 "D "U P c. Date Called: )c J13 3 Special Instructions: Date Wanted: 1 `) t 1 f �33 kcAAi Z Lrn. 6 1 j 1 - ; ' Requester: P k Ql; Te-(Z- V 5 S S ►1v1 ii :Ai 2107 r✓-s E) _ (. 0 I Projec /(�/ { {(( +ly �� t V P� r. L Cl U FI ti c Type of Inspection: / \�\ s V c Addre,: 1 "D "U P c. Date Called: )c J13 3 Special Instructions: Date Wanted: 1 `) t 1 f �33 a.m. p.m. Requester: P k Ql; Te-(Z- V 4 Phone No: p 1_ r 5 -s INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: (A) Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: c_�:,, - ar`ru.si" ..a_..t y. s i e " iht CO Type of Inspection: t � Address: Date Called: I,__ / LI r x EA, 4 < <.� ( 2` PvC. Requester: / 1� ,c.._ / t V ,z t77 1 S 1/44,‘ D A 4-- 4. lco 1A p s1) , h 4•• i ,. l it t 1(.• 6 if ,..,t f ;' j P,1 • D.0 . 1 4.. " Q..A.A...A. f 4. '�'' 4.i <- � k 7} i , �j('!i . 1 6 ( � 44-. i � IV 1 ` j r: O t 'S T. rA o 1 IA lG Po t~A" (: c,, ;, C I1 X. c 0 „ t. 1 ` c S ..f,. ( tA.4 , .k4 l'Zi 5 1 - 1 f ("4.41 Pro' ct: i d— - Ctkh E.Ibv4e_ Type of Inspection: t � Address: Date Called: Special Instructions: Date•Wanted: a.m. l' / { J j p.m. Requester: / 1� ,c.._ / t V ,z t77 Phone No:✓ 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 Approved per applicable codes. Corrections required prior to approval. Inspector: Cu Date: 1 ( D /q/ /c)Z ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I) COMMENTS: Type of Inspection: s S S Address: 1 1.0 f'e C, 10 UM, 5 )(C.I.A/V ' . ' C t Q Wit-WI Lr f A ft-A ,- J-� di ,, Phone No L 0- ?,-4 „ " vl'.i,JJQ t o Q I C �. 5 . L� ,� -z " a 1)G. c-w 103 Project: Oci -E0– C tu I Type of Inspection: s S S Address: 1 1.0 f'e C, Date Called: io /20/ Special Instructions: Date Wanted: a.m. 1 1 t t P.m. Requeste : i V- / P 1 \I 1 - - - _, - -H-A / Phone No 5SS INSPECTION RECORD Retain a copy with permit 00 - ? — 04( PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: :I COMMENTS: i l 4nir, cti loi (hi J* j:-.` ) d Lie I kl-6-11 IAA 6\k, Gfr 6- P p-O S Qo AN , ti J 1/kt 4--P k Pi+ - n. ,,_, 1(4: 4, tAizt c l'kC A-Aj L,e Q - ti ) 1 1--Aity ( - p GA if f V. O c (4- o )) , 1Jet754 scofe4, .1),e..cic \ QA-4-4) e I At) i on ‘ ,.(1Y Covut;,...11._ CAA4A 6,JA 0.1 F.Lc 0,,, - PPLJNI A+ 2 v (; 1 c- )-vkA",r-, t 17) Of ,14.0 cua> fiA_u/k . 0 ri,-„C P r.....‘", , Proje , ...fo i l 4nir, cti Type of Inspection: Ci-f1 Ad.dres,:. ,....,, 13500 _L- q Date Called: 16- Special Instructions: Date Wanted: I t k. f a.m. p.m. Requester: j /pi Qr-rr-A Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 LI Approved per applicable codes. Corrections required prior to approval. Inspector: (J Date: DI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: 1 I � c3 5-K c ,..� -A 4 c 1 6b L P l / P ,� 3c 1 0 t, I c c:nA. et/ 1 N s' CQ` t 4 .. CaG L. F 1> 1 Zq 6)(7-, fides oLl c y- 1 tclIcyo , c P � tz`' PVc FANA r V V ec A C.). 4N_ P p.1 - al cc il, t a.m. p.m. Requester: PPject: ✓� u%, —,, Type of Inspection: Address: Date Called: 0 1 Special Instructions: Date Wanted: , ! t a.m. p.m. Requester: Ph:ne No: /' 6 ' INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ei Corrections required prior to approval. Inspector: Date: 14 ((10 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: , PERMIT NO. Project: 60V Glut()1 au �� Type of Inspection: �% 5 Addr s: ,,. i�� .���- �� "/ D ate Called: 1011)41 A Special Instructions: Date Wanted: r tar a.m. p.m. Requs JP � _ L 1 / V�1 I Phone No. / Dos/0g 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 Approved per applicable codes. U Corrections required prior to approval. COMMENTS: t Jo? 0,4c01 ftJc,r4 -I 6f to P \Jc r 11/41 )0-41 4 (n‘ o d 1AiM e cop NJ fib 0 5 Inspector: b� Date: ' ( 2 � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: �i'G''v ➢w - 'v1!`.+a' �S.�fe. 'a�S4' ASS 114:0.'Nt:A'i, .' COMMENTS: Type of Inspection: , S i 1)/70h 3 1,00 T324Y a cat/.104 F44,40 F t 7) SP"(AJI-4 el/ I 5 - ?fl 4;\ o thf-uf cV6 ecial Instructions: special hy2142 i likuteA pii solte p.t,v-e4 " itio,LA ccde d/ ths c 7'ei frA-A ka _ja T-S' 4121-€44,717-- /0/2. Vo 3 1fti4 774 Ta (q. ie, ,./4 / )/uTh ea iln 5( 04 1 0J OW e4 S-12a-e, 7] c6vill- Al ii gcuild2-1 e 2ive Alc01 <-.J.., 7-0-4-- sAuitis JD S ivekonto? 50-g u Project: 1 (40 (100664_ Type of Inspection: , S Address: /59) IS /1V C. Date Called: gok ecial Instructions: special Date Wanted. J i // a.m. p.m. Requester: .Jaity / //to-H.-A Phone No: $53 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 El Approved per applicable codes. Insptt#5 az 03 PERMIT NO. (206)431-3670 Ei Corrections required prior to approval. ate: /40-02 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Pct: ro' 1 ,f'2 6 di' Type of Inspection: Fl- Ad ess: ,, i S& .z a.me S. Date Called: /1# / �3 Special Instructions: Date Wanted: a.m. / / �' p.m. Requester: ,...1.6,g4 t/(� , `G y! WA Phone No: INSPECTION NO. , INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: i/- 3 ' -: t f /t y Ah5ki Q.l4/1 Fv.p 15 Z 1/474 (4,44.<.$-to a' /7) Al/- 72) 091 aup pc4 Azifh (4.2f-c(;k0 Inspector:, G � Date: (q2.. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: of Inspection Address • 13 / 00 - 9 - iet ,) (-itS Date Called: OVAIO 3 Special Instructions: Date Wanted: a.m. () if /7/U. p Requester Phone No (;o()Z7 s ° .5o i/ f f /..J 'L kw,,,, J C..Jt i .. _.k.J) LJV"c < .0 ( 7 `. 4 '^'6t At A c:, u..,„ CAAt. t Ci V P- ( (. , k ,,7-M (� J to -rte/ S L k C t (,., k F r f -: " & -1 T ice",` , 4!1 AA (.4 :1 t.....f.. ._ p) N()K\ 1 IQ IC --, tk c (A r et- ! . \. X f '`. ,,1 i u \, �. ( I a4d e ,, t ! ," , A /� � -- •)(,.. . 4�t�. .�.. ♦ I I M _may + i' 11 k �( ( fk. fi r' 1 0,..C• f c..1 ( » I n ,,,,,k0 f ill 41.'^.v`t lb c/VotiJ c.' f Project: . fos - )er I ///- of Inspection Address • 13 / 00 - 9 - iet ,) (-itS Date Called: OVAIO 3 Special Instructions: Date Wanted: a.m. () if /7/U. p Requester Phone No (;o()Z7 s ° .5o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. Inspector: G-� U Date: 7 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: • F 2.c Address: Date Called: l )i 4 t> .. k... c r>. ,f f l Eli (,,,d,: 1 Vii... ; rk •t'kr-tc A -t : r.. Date Wanted: i or K IF T S C' f el e.Q p51 o f :.\ t 70, ud Coe y (3 r z c, WiLit.1 r ., ,.1,, . - G U'\ 11 6 111 I l 9 /) 010 --.tr c- Irr'/l Project: 4 7Ce 12— C.IikkrAll„4 Type of Inspection: • F 2.c Address: Date Called: L A / J/'-- Special Instructions: Date Wanted: i or a.m. p.m. Requester: Phone No: 5 11 6 111 I F2C uJ 0€--)3 '6 44 2.- M1 --195 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 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 6: 1[2. 3/-n. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type Type of Inspection: Address: CO ro -0-1,-- , Pc --a 0 -1 - 0,0 RA/4) yiA 7 0,1 Lc ‹.., a.m. p.m. Requester: + 1-, AI Phone No: Project: ' Cr < -1r" (■ 0 Type Type of Inspection: Address: Date Called: cs ILO — F5 — Special Instructions: Date Wanted: _ 0'3 a.m. p.m. Requester: Phone No: 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. El Corrections required prior to approval. Insp- I , $ 7.00 REINSPECTIO FEE REQUIRED. rior to inspection, fee must be p; id at 6300 Southcen er Blvd., Suite O. Call to schedule reinspection. R-c-ipt No.: Date: Date: COMMENTS: Type of Inspection: ! C r c4 - ( rt...),L(AC/+ t Address: SOU T -11 (i 1 Date Called: ). C.. Ui p /O-� ' 4)..4 W L '' aTrn`. u.rnn.� (r - e • Cdr: 0 S-2 4 "A' �,.. . . r , �I .4 f ' Q -. -t��, -r :?7,-) a-Ai --CI■d C.A.\ ..c-,, t ,_ e.}..o. ■C;;Je.a",- 0-," -C t"� r '\.s& I — n l ' . a " I )CL 4rv` r q 4)1 - cI\ L- ok�h..•ti,; f 0 -t/�N C3—s"-`3 V 0 A-A V -` - , � k to --v �l 6 . �u-- tom, t� ( J - r t, -..a- &? al . ` Project: C �' c. �-'44. cif,/ f L . 114 �_ Il Uu. Type of Inspection: ! C r c4 - ( rt...),L(AC/+ t Address: SOU T -11 (i 1 Date Called: ). C.. Ui p /O-� Special Instructions: 1 Pb (A-) � & � (' � 1 '0 .) ( ldeu.vLeafa "t l Date Wanted: v3 / - ).3 / aTrn`. P.m. Requester: --.) t- e- Phone No: 0-c L - 7 . D i3$E eipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECT' . FEE REQUIRED. for to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 10 . Call to schedule reinspection. Date: q_ 3.3 -a3 Date: P03 0 �afitauir';a. COMMENTS: "" / �_. _ e �_,74 / )---, . .- / cam''? S , �� � 1 �: . C ,•) i- r4",_.., e ''7I F /� r!/ P `)-, r / 4/ .� 4 !i J. -t/ ".'!- 4 -ree ,"/ Zi/I-' s /..,.,l "// (r I ` ,i, SS, . r0 / f e r,-, fv 46 4.,,,, j ,/P�VJ-0-, . s-.+ / _.1... , � _ii . r _ %- � /L( - ,�/ t - ,x9 7 -.- e e ��/ L 6 7 / #� / /./.# l ,.P.' # I LPL /,/./s.- - ke/f) ../e-_, e ,„ _ ,›9/,,,,(.,, .•7Z- 40 1- ,ei, ,2,4: I ...4 .46 Am*- — , /7 4 - 4.Ie,/s-,on .41,— levee , S , la /�7' Pr ject: ��t%I ,, / r � � / / +^ f V i r Type of Inspection: � Tyy t 1 )MIC/ /2' (--Q L Wt `7 fri Ad ss � re o hiezi Date Called: A li Jc Special Instruc ions: Cl (JO - `e 7 ;oo t 0 - Date Wanted: q�� q/ ` p.m. Requester: -P-c%• Phone No: aO4 (961 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. Inspector: INSPECTION RECORD Retain a copy with permit El $47.00 REINSPECTION I E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date e:23 (206)431 -3670 .h.�+.i:fyti,.y!.7i.n7il'u.a.' -vim'.• Project: PaSk-e/l ( C Tygte.of Inspection: i tA ri a:71(911 Too- t 7/1 Address: C2.- 1 Gkipho (..4 Si< Date Called: r , 1- 5500 -1 - f - A1,443EA-1 Ai) Special Instructions: 0 IAA P los.)0-11 0 H 1 2,, Date Wanted: glio(o- P.m. Requester: Phone No: f 200 le7- )6) Oo 3 -oto INSPECTION RECORD Retain a copy with permit INSPECTION N. PERMIT A o CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (216)' 31-3670 ISt Approved per applicable codes. Corrections required prior to approval. COMMENTS: c3- DieNkx T. .icRdOt ; (77 c t3 v& c= nr*?ve T •••:7-;. Ins ecty: 47.00 REINSPECTION paid at 6300 Southcente eceipt No.: c:t Date: rr.)— EE REQUIRED Prior to inspection, fee must be Blvd.,'Suite 100. Call to schedule reinspection. Date: P 0 ct: ' Ae/t (2 Ir., C :T Type of Ins ction Jed Address Date Called: ‹./03 Special Instructions: DO) 600 Date Wanted: 3 i ixe /3 P.m. I i Requester: c y . P'cm) Ap7-5D30 Approved per applicable codes. INSPECTION RECORD DD3 A15 Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Corrections required prior to approval. COMMENTS: S e-)4 /624, 07'4) l t-44 '4,2n ete-rr $47.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -' .---) ...'.'., ' ,', :,; i ; ,-- -,._ .• .. ., ,.:--, : Job No 7 - :::''' • • P r , .'."-'-'5 !?:(!.. ‘.." Location 1 .. Ki-kji 1.. A Client (-TIT '-'-',''; / Date Weather Conditions < -; ! )/vi•---i . I ,,-..-, 0 $ Prepared By (?..l 1 e ' Description of work done, locations, equipment used, quantity estimate. (Indicate location and elevation, and mark locations on plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not.) f)N <3 i -0: 2 ' 7C ,r - t - i..: , AT 77 [Zee? uc/:',7 c_ i,UP- . - i... 4- I f'' ii.)z• rel -5 Tr 1.4 :S; 7 /,'..- (.>,;;;;, ,-- , Po. 5 p.iir L;T) •re- /. rte.,04,36- 7; ./z. C 1 ... 1 --)1: : , I / /.. • • rou 0....... m.,/.... i_4),›77A.,.‘, (.. I A, e...( -; - 7, r*,/ it.-4.: --S 70 c: . f t\ A.),: ( 7 . 1. 7 7-1 ; - I 4, 77) - -:', 7 - 0 / . 1 ra e ' 2 - f 7.) V , T C-- 1 f C - ,. I Li- Li .1: i -,,,'' 77: 3(-.) ' — ; .i t I : . I , C Li , k- , v. , 4. 17 -2 ) I C e--( t--4: 3 Tl> , e - -S 1-.1 0,C" , C. - 7 - C , r) . -, c..1 P•I e: T'D 6 , - j) e-4 i%- 3 TV q I g Lc; e Tv/0 / . / d* i i. ‘....111..ie . P., 77::) F - 77 it: PI j), r2g7) / It.. /1-; 1; 4 i - 7,?-/ / z 7 / 1 .. 77/1. ,- - - ::c,,1* - ' ) .e . .:;,2/1;2' . : r..,../1 ,i-,;,....-,( 72 F;',:,. Z-, ,/.2. A. !J..) ../ j -772( (,-- -n) f pi, 4 2( , ...., - (2) 0,.. 7 (c)F Ri.-.7.,: 7, 06 P. ..!-: .r 5c, ..f:v., ./ k- PP;?..e.5tf/2-/ . ' - .., / 1/ i A 1 ,‘ -.. c ..- 7 7 I - ?.... - 6?) •- 7 : ' Z I L-1 . . 4 ......') 1 7 1....!:--i' 1 .... ; r "..X' '') . 7777 . 1, 17i -■ (- /..) ,/ , ; LI) 7 ./.....m / c . / ,..,-. i.?. ,/ .......),!,, -, , ( c .,.•, . , -- - co. i...` 1 CT / /N.,' ( 1 ,7 !..e.; A Pi -': (.,/ iat:' SI:; f t - i'; . z:_il-i 5 .. ..." Visitors ,\ -ii Unsatisfactory Conditions & Recommended Correction .-,''':•''. •/•:, '----,- Attachments Di stribution i- c . '''', '''. ' r ,..'...,-: ' ' . Signed , .:- ' .' ' • '.. ' f Landau Associates, Inc. Edmonds. WA (425) 778-0907 Fax: (425) 778-6409 Field Report Report No " PaL / of / • `LW- .. 111 OZ. Project r:a.:,ri. •;;_ �" s .,..zsa :_ • :_:.. (-•,; 1 i ;.,:,;_,, Job No (' -` l'C ' '-) - Location TA) c .(- . ,_.'' Client 7 c ' ..,.' f'i'76' y.4'.Date :; (?--=•`...-- G 3 Weather Conditions `.):.. -ik..i,k +y r '•U� -) 6 S Prepared By COs`''" Description of work done, locations, equipment used, quantity estimate. (Indicate location and elevation, and mark locations an plans, use separate paragraph for each subject work item, show if approved as meeting specifications or not.) is , ?, lica) 4/ 507: 1- /`' 3 -''1 / :) ,4,j.,. ,ft) ._ -`%j :!.•) ; •J a. ) 0 'zlci(; /'..! -' St./ a r, ,4 1 /:'(� �� „r , '-,ZS.. ; l/!���•1: :.. L. lJ,..3 , ? "zt, S .•(7 ' 77177;: i l';J. i.4.'l,' /, /• PLJr , t�r.,/i``f it_' }T7i % r ,l _ f / ! _ �i(/S� r /0 -! � s � r f/-44 �.� � � � 7T) � � r 1 /2- ��'li���� �li {•� l� �� l_'7' r ?� ^�el l� /'" ]J / J - !1 (; zi ••.' ;L - y -, , 1' 2- 11 . / L - (,` (r r 2. - rc t7 J _ L.( A.--,::: '/ ,,1 - 7!) At• t"� c'l.Iii :.k' -tom7) 5tA:!" / :t2',, ;''(' A-7 1-, — /0 7 :`.1 1c'i:- Pe-y /( ` ) , r .+,'..T 1 ;; Y7 ) t -,; y '�1 ! .' i• • �: J .J i1) l (� f .. _1 C l r7 t; ! � � L�lZi� lr�, -lam - (1 ! ���.� "f�r�+n 1( /l -:f . JGf � L 'o t:C/� 1 � �!`�` )f .��. // e.•� . .` � —� I' er 517 t2, ;.') Pr:A. r 1.(ALTh x Z,..,' i) - 'T 17t' /�;,2,:. -i r',7 ' /',) .5 -, 7,7_7./3f 1 == 77 y t/Qpt . -1 7?•• 77 r f7, ":.:.1..- 3c -i,2e /i..4 U, '; ; c.. ; r, I (J.-.2' ( 5 ( :- t---1 .J• r 4:6 -rf✓t--.. Visitors '' l,: .; .. Unsatisfactory Conditions & Recommended Correction '' it-'/ Attachments ,`J; i -.y Distribution ( r. • , Iv . ,; ;... Signed ,•; ; �' . r, l Landau Associates, Inc. Edmonds, WA (425) 778 -0907 a Fax: (425) 778 -6409 Field Report Report No. t '— Page l of '4'AVi•..J�.1.+ruu+i..i.aa:r •.w�arti� Project: \ tS - E-c CA C wGC C•t GcLil�uc Type of Inspection: g. P S e i Address: 5 + V D Called: v.L 9 2J /a3 Special Instructions: Date Wanted: i 3 cam.: Requester 7 Pone No: 2 -0cc1 . CO - S 3 o INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 El Corrections required prior to approval. COMMENTS: (1) ?pmt rat. 5(i /.-t e /7 ,- ( .1 fsr•% e v 6, -d 3 InspecY r: / V f$4 .00 REINSPECTIO FEE REQUIRE . Prior to inspection, fee must be td at 6300 Southcen er Blvd., Suite 00. Call to schedule reinspection. R� eipt No.: L.4 /A... A t • Date: it, a2- J Date: Pro'ect: J M-er 6.044 Type of Inspection: 5 � A dress: I3 C 71nj? iu t I-Xi/1 Date Called: 08 0803405 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: — , r:•..^•c -rte - INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100,.Tu wila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: � l�ot�# •n in( rrt -'le,*1? Inspector: ( � Date: OS /i3/� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: F Pmjeect � : � �f _ 6f) v7\ G-Qet ( C uo . - Type of Inspection: � s c Address: ,, 13`5 J T +U• S.. Date Called: 5412/0 Special Instructions: Date Wanted: I 1( a.m. p.m. Requester: Phone No: 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 Approved per applicable codes. bat, —bLI2 Corrections required prior to approval. COMMENTS: ) Y■C- C 4n4l•- pt&•QJ (� Ite-J pu c oio-Vw_rep,(A , ?tit /Lk/v.. Inspector: Date: qj 1003 ni $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . ..... r...9:, v.ei:::.:s�.L•.' + r�i... uy:: rsi..:' vi;: Iw+. uuLc�:,:tl...�.w7}•tb.+.:::i... • ..,..rU. —sw • ...+.. .�.. Project: /' /, Type of I ection: Address. � � C Date Called: .,,,4,. Special Instructions: ° /.. -,23 D to Wanted: -^� /'� / -2` �./ a.m. ,' ` Requester: Phone No: I. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t i - ,4 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ri $47.00 REINSPECTIOI4'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PERMIT NO. (2 I •) ' 31 -3670 COMMENTS: I ' . DJ X - t - . - -L k M.., ca.,L.0---, c0.0 --f . • i - L.A.A:t°r-y--... , N (.-.1 J , c J \_ 1" ■ I ill• .! . .. .. -.- 1 ..' T -- ,C4 .4-3 ' — LCA......2" . 4....._ . -,OC"- .' (11-1 ± 1-■V'N 1--1".." lf`N .1- r AO (..-ye......"..4 fted 0 e;7.f A Ir,,-/ILA 4 V-- -I , ' Type of ti Q 1 ell\J Address: . Date Called: (.,, - ) c, -0 ? Special Instructions: " Date Wanted: Requester: I V lv-N / Phope No: D Approved per applicable codes. eipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 47.00 REINSPECT! N FEE REQUIRED. Pri aid at 6300 Southcenter Blvd., Suite 100 (206)431-3670 Corrections requird prior to approval. Date: ( •Z1, ' r to inspection, fee must be Call to schedule reinspection. Date: •„ ;4' . ; ;0• D Approved per applicable codes. eipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 47.00 REINSPECT! N FEE REQUIRED. Pri aid at 6300 Southcenter Blvd., Suite 100 (206)431-3670 Corrections requird prior to approval. Date: ( •Z1, ' r to inspection, fee must be Call to schedule reinspection. Date: •„ ;4' . ; ;0• Authorized Signature City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ■- 1 Project Name /fr (e4/6/-i4i,se Address / z/ Iv 7 , Retain current inspection schedule )q( Needs shift inspection V Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: 40 Hood & Duct: Halon: 3.4/ Monitor: /K Pre-Fire: Permits: FINALAPP.FRM Rev. 2/19/98 Permit No. Steven M. Mullet, Mayor Thomas R Keefe, Fire Chief Suite # Date ( T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 .■ sLribre a® V FILE C PY '... 100% Solution Dyed Acrylic Woven Awning And Marine Fabric 2002 1`7 -04Z 4672 - Heather Beige* (6072) "New" 4655 - Alpine* (6055) INS 4645 - Sea Grass Green 4643 - Persian Green* (6043) 4610 - Turquoise* (6010) 4646 - Captain Navy* (6046) 4671- Fern "New" 4656 - Spruce* (6056) 4600 - Erin Green 4647 - Persian Tweed* (6047) 4624 - Sky Blue 4652 - Mediterranean Blue* 4653 - Mediterranean 'Need* 4601 - Pacific Blue* (6052) (6053) 4626 - Navy* (6026) • ^ ^ Gn } SVVY F{ .004 1 .V��iAYkUNJflnA107 1 RAtI .+...usMr.RM[.v(hA�:.hVrlulW • 100% Solution dyed acrylic construction • Excellent fade and weather resistance • 46 inches /116.8 cm width • 9.25 ounces per square yard • 314 grams per square meter • Also available in wide variety of stripes 4637 - Forest Green* (6037) 4605 - Hemlock Tweed (6005) 4668 - Aspen 4611 - Sea Spray 4623 - Aquamarine* 4650 - Teal Tweed* (6023) (6050) MIN 4641 - Sapphire Blue 4657 - Periwinkle MIN (6001) 4649 - Pluin* (6049) 4617 - Royal Blue* (6017) 4665 - Concord* (6065) 4631 - Burgundy* (6031) 4640 - Black Cherry 4621 - True Brown* (6021) 4620 - Beige 4648 - Taupe* (6048) 4608 - Jet Black* (6008) 4630 - Cadet Grey* (6030) 4609 - Orange 4603 - Jockey Red* (6003) 4667 - Mahogany 4618 - Walnut Brown 4658 - Brass 4633 - Linen* (6033) 4644 - Charcoal Grey 4651 - Silver* (6051) 4602 - Sunflower Yellow 4606 - Dubonnet Tweed* (6006) 4622 - Terra Cotta 4613 - Brown 4628 - Toast 4654 - Linen Tweed* (6054) 4607 - Charcoal Tweed* (6007) 4638 - Coral 4635 - Buttercup INN ... . I .................. IWO . .. O. JO OO OOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOO ItoO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO 111 OOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO ORO •OOOOOO OOOOO OOOO I OS MI JO 4666 - Logo Red* (6066) 4627 - Salmon 4614 - Tan 4616 Mocha 4642 - Oyster* (6042) 4604 - Natural* (6004) 4639 - Mauve 4629 - Vanilla * These patterns available in 60" (152.4 cm) widths. Style # for 60" (152.4 cm) widths denoted in ( ). Specifications • 46 inches wide, 9.25 ounces per square yard. • Solution dyed to give excellent fade and weather resistance. • 116.8 centimeters, 314 grams per square meter. • Also available in wide variety of stripes. Care & Cleaning Sunbrella fabric should be cleaned regularly before substances such as dirt, roof particles, etc. are allowed to accumulate on and become embedded in the fabric. The fabric can be cleaned without being removed from the installation. Simply brush off any loose dirt, roof particles, etc.; hose down and clean with a mild solution of natural soap in lukewarm water (no more than 100° F). Rinse thor- oughly to remove soap. DO NOT USE DETERGENTS. Allow to air dry. For more stubborn cases: Soak the fabric for approximately twenty minutes in a solution of no more than 1/2 cup (4 oz.) of a non - chlorine bleach and 1/4 cup (2 oz.) natural soap per gallon of water at approximately 100° F. Rinse thoroughly in cold water to remove all of the soap. Note: Excessive soak- ing in non - chlorine bleach can deteriorate sewing threads. This method of cleaning may remove part of the water repellency and the fabric should receive an application of an air - curing fluorocarbon water repellent treatment, such as 303 Hi Tech Fabric Guard, if water repellency is a factor. Sunbrella is made from 100% solution dyed acrylic fiber which is thermoplastic. DO NOT SUBJECT TO EXCESSIVE HEAT. When Sunbrella fabric is stored, it should be cleaned, allowed to air dry and stored in a dry, well ventilated area. LIMITED WARRANTY For Sunbrella Awning and Marine Fabric This warranty is valid only if the accompanying certificate is completed and mailed within 10 days of installation. What is covered? This warranty covers the fabric becoming unserviceable because of loss of color or strength from normal exposure conditions, including sunlight, mildew, rot and atmospheric chemicals. It does not cover labor and installation supplied by the dealer. How Long is the Coverage Period? The warranty runs for 5 years from the date of original installa- tion. What Will Glen Raven Do? Glen Raven will supply new fabric free to replace the fabric which becomes unserviceable. How Can You Get Service? Call the dealer from whom you purchased the product to inspect the installation. Or call another Sunbrella dealer listed in the Yellow Pages under "Awnings and Canopies" or "Boat Tops and Covers." The dealer will contact Glen Raven and secure replacement fabric for you. How Does State Law Apply? This warranty gives you specific legal rights and you may also have other rights which vary from state to state. MC 02 -590 t GLENIRAVEN® suibrella® V Glen Raven Custom Fabrics, LLC 1831 North Park Ave. Glen Raven, NC 27217 -1100 (336) 221 -2211 Fax: (336) 586 -1169 www. sunbrella. corn ® Sunbrella and Glen Raven are registered Trademarks of Glen Raven, Inc. I I- z 111 O 0 (/) CD W UJ F_ w 0 g 5 co Ci • 11 Z 1-0 Z W 0 0 5 0 F- LLI I 0 L I: 0 z c.) o 1- z PROTECTION YOU CAN FEEL firesist�� 9.25 oz. /sq. yd. (314 grams /sq. m) anbr+e a firesistW PLUS 10.25 oz. /sq. yd. (348 grams /sq. m) r 8637 FOREST GREEN CEP FOREST GREEN See, as well as, feel the unique water resistant coating that has been added to Firesist® "Plus" fabrics. f stnbre firesistA PLUS Imo FIRESIST® • 60" (152. FIRESIST® "PLUS" • PUT UP: 4 cm) wide 50 yd. rolls (45.7 m), 200 yd. case (182.9 m) ALL FABRICS COME IN BOTH STANDARD FIRESIST® AND COATED FIRESIST® "PLUS." 8637 8626 8605 8601 9605 a a 9601 Orange ( Temporarily Out of Stock 8609 9609 8600 8617 9600 ORANGE 8602 9602 FOREST GREEN HEMLOCK TWEED VICTORIA GREEN TEAL BLUE 8610 8608 9610 NAVY ARCTIC BLUE ROYAL BLUE BLACK 9608 SUNBURST YELLOW • 1111 CRIMSON RED DUBONNET TWEED BURGUNDY TERRA COTTA 8603 9603 8606 9606 8646 8631 8604 9604 8622 TOASTY BEIGE . CANVAS NATURAL CHARCOAL 8649 9649 GENERIC CLASSIFICATION DESCRIPTION WEIGHT WIDTH COLOR 'DURABILITY / AVERAGE LIFE SPAN SURFACE UNDERSIDE TRANSPARENCY LEVEL 'ABRASION RESISTANCE FLEXIBILITY FABRIC IDENTIFICATION FLAME RESISTANCE (FR) ' MILDEW RESISTANT CHEMICAL RESISTANCE WATER REPELLENCY OIL RESISTANCE SEWABILITY HEAT SEALING Solution Dyed Modacrylic. Woven fabric made of 100% SEF /PLUS® Self-extinguishing fibers. These are modacrylic solution dyed fibers with a fluorocarbon finish. Approximately 9.25 oz. per square yard. 314 grams per square meter. 60 inches or 152.4 cm. Very resistant to ultraviolet rays & color degradation (see warranty). Most colors tested up to 1500 hours in fadeometer with minimal or no change. Fade resistant to most chemicals. 5 -10 years. (Depends on climate & proper use of fabric.) Plain weave. Excellent breathability. Same as top surface, both sides alike. Light shades translucent for good illuminated use. Good. Excellent in both hot & very cold conditions. Will not crack or peel. Contrasting marker yarn in selvage gives positive identification. Fabric does not melt drip & is inherently flame retardant passing the following flame retardant requirements: • California State Fire Marshall's Test Procedure #801. Title 19. Registration #F368.01. • NFPA 701. • ASTM E-84-00a - Values for flame spread and smoke densiyareClass A or Class 1 building material. • F.A.A. 25.853(a) interior aircraft textiles and furnishings. • FMVSS302: Auto, bus, train. • CPAI-84: Tent walls and roof. • New York Board of Standards 294- 40 -SR. • UFAC: Upholstered furniture. • NFPA 1975 • Fireman's station uniform (FTMS 5903-191) and institutional blankets. • UL 214 Certification (U.S.). • CAN /UL 5109 Certification (Canada). • Outside North America - Consult Glen Raven for Specifications. Excellent. Fabric will not support growth of mildew. Mildew growing on foreign matter attached to fabric is easily removed. Fabric highly resistant to acids, alkalis, & solvents. Excellent. Good. Excellent. Can be heat sealed using sealing tape & heat source such as radio frequency bar type welder. GENERIC CLASSIFICATION DESCRIPTION WEIGHT WIDTH COLOR DURABILITY / AVERAGE LIFE SPAN SURFACE UNDERSIDE TRANSPARENCY LEVEL ABRASION RESISTANCE FLEXIBILITY FABRIC IDENTIFICATION FLAME RESISTANCE (FR) MILDEW RESISTANT CHEMICAL RESISTANCE WATER REPELLENCY OIL RESISTANCE SEWABILITY HEAT SEALING Solution Dyed Modacrylic with an acrylic/ urethane coating. Woven fabric made of 100% SEF /PLUS® Self-extinguishing fibers. These are modacrylic solution dyed fibers with a fluorocarbon finish. Approximately 10.25 oz. per square yard, 348 grams per square meter. 60 inches or 152.4 cm. Very resistant to ultraviolet rays & color degradation (see warranty). Most colors tested up to 1500 hours in fadeometer with minimal or no change. Fade resistant to most chemicals. 5 -10 years. (Depends on climate & proper use of fabric.) Plain weave. Coated with acrylic /urethane. Light shades translucent for good illuminated use. Good. Excellent in both hot & very cold conditions. Will not crack or peel. Contrasting marker yarn in selvage gives positive identification. Fabric does not melt drip & is inherently flame retardant passing the following flame retardant requirements: • California State Fire Marshall's Test Procedure #801. Title 19, Section 1237. Registration # available upon request. • NFPA 701 --99 Test Method 2. • ASTM E-84-00a - Values for flame spread and smoke densiyareClass A or Class 1 building material. • F.A.A. 25.853(a) interior aircraft textiles and furnishings. • FMVSS302: Auto, bus, train. • CPAI-84: Tent walls and roof. • New York Board of Standards 294- 40 -SR. • UFAC: Upholstered furniture. • UL 214 Certification (U.S.). • CAN /UL 5109 Certification (Canada). • Outside North America - Consult Glen Raven for Specifications. Excellent. Fabric will not support growth of mildew. Mildew growing on foreign matter attached to fabric is easily removed. Fabric highly resistant to acids, alkalis, & solvents. Superior. Good. Excellent. Can be heat sealed using sealing tape & heat source such as radio frequency bar type welder. Gl N/ RAVt N. SUNBRELLA FIRESIST'" & SUNBRELLA FIRESIST "PLUS" five year limited warranty Th., ,,,,,tun a valid only if its accompanying certificate is completed and mailed within I0 days of installation This warranty covers the fabric becoming unserviceable because of Los, of color or /I, englf, from normal exposure conditions including sunlight mildew rot and atmospheric chemicals It does not cover labor uric installation supplied by the dealer Ike wur (It fly coverage runs for 5 years from the dote of the onymul installation Ole r Raven will supply 110W lab( c free: to epluce the fobric which Ixcomes unservaee.rble all t he dealer from whom you purchased the product to inspect the installation The dealer will contact Glen Ruvun and secur r(.)lucuinenl lab lc for you This wur runty gives yov specific legal rights and you 'nay also have other right which vary from stole to state Glen Raven Custom Fabrics, LLC 1 8 3 1 North Park Avenue, Glen Raven, NC 27217 Tel: 336.221.221 1 Fax: 336.586.1 1 69 f Ru 5 8c Glen Raven arid Serb,ellu Firesist are r egistered trudenwrks of Glen Rover Inc PLUS OUTDOOR ACCENTS Choose from our wide array of colors & stripes. FIRESIST® FIRESIST® "PLUS" ALL FABRICS COME IN BOTH STANDARD FIRESIST® AND COATED FIRESIST® "PLUS." 1 8710 6 BAR STRIPES REPEAT: 10.0" (25.4 cm) TEAL BLUE / NATURAL CRIMSON RED / NATURAL SUNBURST YELLOW / NATURAL 8737 ARCTIC BLUE / NATURAL FOREST GREEN / NATURAL REPEAT: 10.0" (25.4 cm) FANCY STRIPES 8739 CAD HEMLOCK TWEED / CRIMSON FANCY REPEAT: 10.0" (25.4 cm) 8738 OD ROYAL BLUE / CRIMSON FANCY REPEAT: 8.5" (21.6 cm) REPEAT: 8.5" (21.6 cm) AND, NOW... Fire Retardant With Sunbrella Firesist® and Sunbrella Firesist® "Plus," flame retardant additives are incorporated into the solution -dyed formula prior to fiber formation, making fire protection an inherent part of the fabric. The process creates fabric that will not drip melt if exposed to flames and will self- extinguish when the flame is removed. Since fire protection is an inherent attribute of the fabric, it will not leach or wash out during the life of the fabric. Sunbrella Firesist® and Sunbrella Firesist® "Plus" meet most interior and exterior fire code regulations. For fire retardancy testing and certification, see back cover. Retains Color & Strength Sunbrella Firesist® and Sunbrella Firesist® "Plus" contain 100% solution -dyed modacrylic fibers that resist fading and cracking from exposure to the sun, chlorine, atmospheric chemicals and moisture. Color is added during fiber production. The fibers are then spun into yarn resulting in fabrics with permeated color throughout, creating consistent, lasting color and strength. The fabric comes with a 5 year limited warranty. See back cover for warranty information. Choose from an assortment of bright colors and stripes to create the perfect setting for outdoor patios and awnings where fire retardancy is required. Water Resistant Sunbrella Firesist® and Sunbrella Firesist® "Plus" have a water - repellent finish applied during manufacturing. With the proper awning pitch and fabrication, water beads and runs off the fabric. Being a woven construction, Sunbrella Firesist® is highly breathable and if water penetrates the finish some misting may occur. Thus, Sunbrella Firesist® "Plus "! Sunbrella Firesist® "Plus" has an acrylic /urethane coating for added water repellency. It should be your Fabric choice when additional water repellency is required. (The addition of the water repellent coating diminishes the breathability of the fabric.) File: D03-0042 35mm Drawing #1. :61,4t 4 • JOHNSON CONSULTING ENGINEERS, INC. 1380 112th Ave. N.E., Suite 100 Bellevue, WA 98004 (425) 454-7137 Job: GOLF COURSE CLUBHOUSE Job #: 10906 By: CJ Date: 1/3/03 STRUCTURAL COMPUTATIONS FOR JNDEX TO COMPUTATIONS: I FILE COPY , ntm ovals are GENERAL G1 - 01 BEAMS B1 - B23 COLUMNS C 1 - C9 WALLS W1 - W7 FOOTINGS Fl - F3 LATERAL THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE SITE OR SOIL CONDITIONS 4 2443 G1 A 7 0 ' eccy‘\ & � 1ecic9a � FOSTER GOLF COURSE CLUBHOUSE LOCATION: TUKWILA, WA APR 1 ARCHITECT: DAVE A. CLARK ARCHITECTS, PLLC 20133 HI PASTS FOR DESIGN: c,,-c A CODE: UNIFORM BUILDING CODE, 1997 ED. Fe 0 WIND: 80 MPH, EXPOSURE "B" p cRN rER SEISMIC: ZONE III ROOF SNOW LOAD = 25 PSF SOIL BEARING PRESSURE - 2000 PSF SOILS REPORT #457003 BY: LANDAU ASSOCIATES INC. DATED NOV. 26, 2006 CITY OF TUKW1M APPROVED i EXPIRES 10-22 —(33 ' D03 -o4Z Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com Gm 1 HEAD 62 OVER MEET ie-, RcovK A W/NOo�S L) IS (it y) = 90 W _ 25 (§ * H) = I So w = 15(1 +y)= 150 -) )1.2 = .2503.+40 = a 5v C-,L pS c- yU FQ � l - 3 PS I Fe = PS; F = L3. 2 Ps l _ �2 PSI Q - 0. 57”. . L / 5 6 = G. yc, "= L �us BNA a COVERED PATIO 5EAPvl ( - ) .5 Li = 15( )= 4t /Pi - 51 2.5 ( 1 ) 1,3436 SAO L002 15 CD = 307.5 5(11) = 512.5 82 o 1; /,‘7: - CAL 4 4 4 - ._� yx12 Mu.I FR, = PS F_ � 1078 I`I81 = y - P51 Fv - 1.3-1* ¶7 1‘iy 4 "_ L / ldt' = 4r L/ 382 887 lob: FvsTt2 C-Lu8 f .x I 0 q CD Date: I' / ii /v Subject: rte'►' D I�IH3" = 1,70x`` 2,8`13` .5Y8 g Cic.. [ ?yP 5= q�I A 53.8► F c 2yvtr = IG 5 E _ ). tC7o� I : 419 L = 8' O t_PI = R? B i cLA Fr Ai-41&16 L 5i3 x R 5 = 13 A= GI, Fs = (2 F„= 16,5 E = I. c. ) G _ - 7 3s , o L = 17 51 7 R,'Ra A L - 7 D = B 1. p= I, 9A S 6 "3, 3 /7; ,oc-IC." r 'x12 PFI 12,20 L Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004-3710 Phone (425) 454-7137/ Fax (425) 637 -2949 office@johnsonengineers.com 13M X.TbR FRO/A BAR To Pcsr 'Di = IS(') =(..c, 4- IS( %) = : c. = 25 (y) = 10 +. %) _ 20 ICAC) I , J D a = 15 •( s4/A) = 4 135 GJcQ = 5 ( = 725 11 C,0 P = 15 ( /.0(ti ) = 1 a = 24 A x wg /,,) = 7'1So. 3yD P5 C- G L F e = 2 01 3 Fa A rt e4 F„ = 1yB J3J. N T S, OE OF LO(.t (.J i. ( ) = I to W:_= ZS (Y + /z) 2.00 3� 0 11 /c* , PS F9 = 553 Psi Fs = 1y70 L.? RE. uESTED x 2Y GL F6 (o71 Fv = 50 Ors V/32 , 3 Fv = D = 6.735 = A = O. 9W"= 3c,c, p.5 Fv = 55 Ps, F.. _ Coq 0,4-13 = 359. %qv CASE 3 ) 4, x2K 64-3 6-7 lob: FoS ?rte (° /ijRNoUSE IogDC. Date: 10 z B - TDu Subject. Roo F FRAN% I,J(1 PS S' /y Y. 2 L 5= 509 A = P.C. ► zgao Fv_ 21U E _ .2o 'c/v I = Go+tg L D= tl'.2'PI � n 6. I0.'12..1 6 'Vg 62 At V ( �r At-7 P5 13.5 '5 xi I V `� ujjif:•• ✓ OI asR D= S,GzG L. = 8.773 393 ( I 7 4s R 1.3oa - 1.900 _ 3. ,.:)a,`` gao 35 t IS (y -f = 5$5 3 2.5 s = qa3. (4.= .2 5(4 / � = qr5 53 7. 5 A = I1 S. -�- iv; e6os /frr/ F = 2 t F„ 4t.) 3 -y E ) G4 _ 9E P - 256th 371( -37/,1 1I u . ,, 1.. = 44.58. 5 I cl 840 = lc, f. Johnson Consulting Engineers, Inc. 1380 -112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com 13M 5 DINING, RooM WINDOW I.IEADE2 PSL • F = :-;C7 2p.7 F.. _ f43 ly9 0 .70 2 317 PS! 1 G $5 F..= x - 113 _ '� acrt 340 Lots' 1,/ /NDow HEADER.. Ob• TK SLOE of TALL Bttu.O,, 5 E-c. wD t I SX 14 1 w,. = (?-5)( % 4) = 2 37. 350' /A725 I , 4� ` 1 L _`/67s lob: I"vsrg R CLLa1 4OuSE I o 9 o C, Date: IV / 1H /o2 By Tp Subject; Roo Fp = c = /U-0'S2 D: 1 L. = 2,oIs 3.3 PSL S IG X)d,. ( W Ai-r L.i L S3 18 / 6.s'. t..= l o. , 0C. 3 ..... .µY....w .......++•.. t�+ t :.`,�r:..1.wAr1»Ff:w.r:�:'iC.w. S.Y....�Y:.uFiiW..+Y:.�i .rJ.a 11 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com MNlll HEADE AT l3R EA/4. /tit A 1N TESL. awl 13EA f2JN(r %WALL . t. = B' 1.),= ( S + 25 x 1b /) = 626 t 875 4.1 x fJfl s R, =R - 711 3.5 6.4 GL A Aii sc T /558 Jo b: FOS 'TFi Ct /-4 74 14 r) .r5E Date: // 2 - B -D cA Subject: E.ctot CAL( IA-5E GL S4 K 9 PSt- 5 ki ri `I.5 QL1 Rev: 560100 User: KW- 0601433, Ver 5.6.1 25-Oct -2002 General Timber Beam (c)1983.2002 ENERCALC Engineering Software Description BM1 HEADER OVER MEETING ROOM "A" WINDOWS PSL (General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements I Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,269.65 psi Fb 3,335.00 psi Deflections #1 DL @ Left DL @ Right #2 DL @ Left DL @ Right Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D.L. @ Center @ Left @ Right L Stress Calcs Bending Analysis Ck 19.860 Le 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Prllm: 5.25x11.875 5.250 in 11.875 in 1.150 Pin -Pin 34.000 pcf Center Span Left Cantilever Right Cantilever Truss Joist - MacMillan, Fb Base Allow Fv Allow Fc Allow E [ rapezoidal Loads I 90.00 #/ft LL @ Left 150.00 #/ft LL @ Right 150.00 #/ft LL @ Left 90.00 #/ft LL @ Right Span= 17.00ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin 13.06 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 34.29 fv Fv Dead Load -0.184 in 8.500 ft 1,111.4 Defl) ::� °•� _. 0.275 in .0.0001 , 0.000 in 0.000 ft 0.000 Max Moment 13.06 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 3.89 k 11.668 in2 333.50 psi 2.85 k 2.85 k 0.381 : 1 13.1 k -ft 34.3 k -ft at 8.500 ft at 17.000 ft 62.41 psi 333.50 psi Total Load -0.458 in 8.500 ft 445.41 Reactions... Left DL Right DL 150.00 #/ft 250.00 #/ft 250.00 #/ft 150.00 #/ft Sxx 123.389 in3 CI 0.000 Sxx Req'd 46.97 in3 0.00 in3 0.00 in3 @ Right Support 3.89 k 11.668 in2 333.50 psi Title : NEW FOSTER CLUBHOUSE Job # 10906 es Dsgnr: TDU Date: 8:48AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Lett Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Bearing Length Req'd Bearing Length Req'd 17.00 ft ft ft Parallam 2.0E 2,900.0 psi 290.0 psi 650.0 psi 2,000.0 ksi Maximum Shear * 1.5 Allowable Shear: Camber. 1.15 k 1.15 k Lu Lu Lu Start Loc End Loc Start Loc End Loc Area 62.344 in2 Allowable fb 3,335.00 psi 3,335.00 psi 3,335.00 psi Max 2.85 k Max 2.85 k Dead Load total Load 0.000 in 0.000 in 0.0 0.0 0.834 in 0.834 in Page 1 d :jobs\2001 \10906 \caks \10906 revised.ecw:RO 0.00 ft 0.00 ft 0.00 ft 0.000 ft 8.500 ft 8.500 ft 17.000 ft Beam Design OK 3.9 k 20.8 k @ Left 2.85 k @ Right 2.85 k @ Left 0.000 in @ Center 0.275 in @ Right 0.000 in 0.000 in 0.000 in 0.0 0.0 g�0 Rev: 560100 User: KW- 0601433, Ver5.6.1, 25-Oct -2002 General Timber Beam (c)1983 -2002 ENERCALC Engineering Software Description BM1 HEADER OVER MEETING ROOM "A" WINDOWS GL General Information [Deflections Section Name 5.125x12.0 Beam Width 5.125 in Beam Depth 12.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density #1 DL @ Left DL @ Right #2 DL @ Left DL © Right Summary © Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 1.000 Pin -Pin 34.000 pcf 90.00 #/ft 150.00 #/ft 150.00 #/ft 90.00 #/ft Span= 17.00ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,272.96 psi Fb 2,400.00 psi 13.05 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 24.60 fv 63.23 psi Fv 165.00 psi Dead Load -0.227 in 8.500 ft 896.9 Defl.) ::.........., j 0 in- L- in 0.000 in 0.000 ft 0.000 Max Moment 13.05 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 3.89 k 23.569 in2 165.00 psi 2.84 k 2.84 k LL @ Left LL @ Right LL @ Left LL @ Right Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E Title : NEW FOSTER CLUBHOUSE Job # 10906 B (p Dsgnr: TDU Date: 8:48AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 p.,0 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Trapezoidal Loads Depth = 12.in, Ends are Pin -Pin 0.530 : 1 13.0 k -ft 24.6 k -ft at 8.500 ft at 17.000 ft Total Load -0.568 in 8.500 ft 359.14 Reactions... Left DL Right DL 150.00 #/ft 250.00 #/ft 250.00 #/ft 150.00 #/ft Sxx 123.000 in3 CI 0.000 Sxx Req'd 65.24 in3 0.00 in3 0.00 in3 @ Right Support 3.89 k 23.569 in2 165.00 psi Lett t:antilever... Deflection ...Length /Defl Right Cantilever... Deflection ... Length /Defl Bearing Length Req'd Bearing Length Req'd 17.00 ft Lu 0.00 ft ft Lu 0.00 ft ft Lu 0.00 ft 2,400.0 psi 165.0 psi 560.0 psi 1,600.0 ksi Start Loc End Loc Start Loc End Loc Maximum Shear* 1.5 Allowable Shear: Page 1 d:Jobs\ 2001\ 10906 \talcs \10906 revised.ecw :RO I 0.000 ft 8.500 ft 8.500 ft 17.000 ft Beam Design OK 3.9 k 10.1 k @ Left 2.84 k @ Right 2.84 k Camber. @ Left 0.000 in @ Center 0.341 in @ Right 0.000 in 1.14 k 1.14 k Max 2.84 k Max 2.84 k Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 * D.L. @ Center @ Left @ Right Stress talcs L Bending Analysis Ck 20.940 Cv 1.000 Dead Load 0.000 in 0.0 0.000 in 0.0 Area 61.500 in2 Allowable fb 2,400.00 psi 2,400.00 psi 2,400.00 psi 0.991 in 0.991 in I otal Load 0.000 in 0.0 0.000 in 0.0 ?1 e:u.r..C:in: J•...✓ ti. ar�t:l.::(} I' i..w.��.4'.'-,.�..x..a.u....�.r .. -',•: . %.10.1.4.4 Rev: 560100 User: KW- 0601433, Ver5.6.1 25-Oct -2002 General Timber Beam (c)1983 -2002 ENERCALC Engineering Software Description BM2 COVERED PATIO BEAM SAWN General Information Section Name 4x12 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density I Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Deflections Stress Calcs Bending Analysis Ck 31.181 Cf 1.100 © Center © Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 * D. © Center @ Left @ Right Le Rb DL DL DL 3.500 in 11.250 in Sawn 1.150 Pin -Pin 34.000 pcf Span= 8.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,078.35 psi Fb 1,265.00 psi 6.63 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 7.78 fv Fv Dead Load -0.041 in 4.000 ft 2,321.4 L. Defl) ... 0.062 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 6.63 k -ft 0.00 k -ft 0.00 k -ft © Left Support 3.82 k 34.978 in2 109.25 psi 307.50 #/ft #/ft #/ft 97.05 psi 109.25 psi Calculations are designed to 1997 NDS and 1997 UBC Requirements I Center Span 8.00 ft Lu 0.00 ft Left Cantilever ft Lu 0.00 ft Right Cantilever ft Lu 0.00 ft Douglas Fir - Larch, No.1 Fb Base Allow 1,000.0 psi Fv Allow • 95.0 psi Fc Allow 625.0 psi E 1,700.0 ksi Total Load -0.108 in 4.000 ft 886.80 LL LL LL Depth = 11.25in, Ends are Pin -Pin 0.888: 1 6.6 k -ft 7.8 k -ft at 4.000 ft at 0.000 ft Reactions... Left DL Right DL Title : NEW FOSTER CLUBHOUSE Job # 10906 S7 Dsgnr: TDU Date: 8:48AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 8� PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN 512.50 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear. 1.27 k 1.27 k Lett Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl 3.32 k Bearing Length Req'd 1.516 in 3.32 k Bearing Length Req'd 1.516 in Page 1 d:\lobs \2001\ 10906 \talcs \10906 revlsed.ecw:RO 3.8 k 4.3 k @ Left 3.32 k @ Right 3.32 k Camber. © Left 0.000 in © Center 0.062 in @ Right 0.000 in Max 3.32 k Max 3.32 k Dead Load 0.000 in 0.0 Sxx 73.828 in3 Area 39.375 in2 CI 0.000 Sxx Req'd Allowable fb 62.93 in3 1,265.00 psi 0.00 in3 1,265.00 psi 0.00 in3 1,265.00 psi © Right Support 3.82 k 34.978 in2 109.25 psi 0.000 in 0.0 Beam Design OK I otal Load 0.000 in 0.0 0.000 in 0.0 I Rev: 560100 User. KW- 0601433, Ver 5.6.1 25-Oct -2002 General Timber Beam (c)1983 -2002 ENERCALC Engineering Software Description BM2 COVERED PATIO BEAM GL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary ' Deflections Span= 8.00ft, Beam Width = 3.125in x Depth = 9.in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,881.07 psi Fb 2,760.00 psi Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 • D. © Center © Left © Right Stress Calcs Bending Analysis Ck 19.527 Cv 1.000 @ Center © Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 3.125x9 3.125 in 9.000 in GluLam Le Rb DL DL DL 1.150 Pin -Pin 34.000 pcf Dead Load -0.095 in 4.000 ft 1,007.2 L. Defl ),.. .._ (0.143 in 0:000 0.000 in 0.000 ft 0.000 Max Moment 6.61 k -ft 0.00 k -ft 0.00 k -ft © Left Support 4.05 k 21.329 in2 189.75 psi 307.50 #/ft #Ift #/ft 0.758 : 1 6.6 k -ft 9.7 k -ft 6.61 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 9.70 fv Fv 143.90 psi 189.75 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E Total Load -0.251 in 4.000 ft 382.77 4.000 ft 0.000 ft LL LL LL Reactions... Left DL Right DL Title : NEW FOSTER CLUBHOUSE Job # 10906 55 Dsgnr: TDU Date: 8:48AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN 8.00 ft ft ft 2,400.0 psi 165.0 psi 560.0 psi 1,600.0 ksi 512.50 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 1.26 k 1.26 k Lett Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Camber: Lu Lu Lu Sxx 42.188 in3 Area 28.125 in2 CI 0.000 Sxx Req'd Allowable fb 28.75 in3 2,760.00 psi 0.00 in3 2,760.00 psi 0.00 in3 2,760.00 psi © Right Support 4.05 k 21.329 in2 189.75 psi 3.31 k Bearing Length Req'd 1.889 in 3.31 k Bearing Length Req'd 1.889 in Page 1 d :lobs\ 2001\ 10906 \calcs \10906 revised.ecw:RO 0.00 ft 0.00 ft 0.00 ft Beam Design OK 4.0 k 5.3 k © Left 3.31 k @ Right 3.31 k © Left 0.000 in © Center 0.143in © Right 0.000 in Max 3.31 k Max 3.31 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 4 p.N s isY:: ac ai tu4E+ 3,i>. Au: aLa: isi:. xlL :iS?hAJ35Ki@;il"a3X^u(idt:..* tw:POS.1 Zf;;iA:.t Rev: 560100 User: KW-0601433, Vet 5.6.1, 25-Oct-2002 General Timber Beam (c)1983-2002 ENERCALC Engineering Software Description BM3 EXTERIOR FROM BAR AREA TO POST GL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements [Trapezoidal Loads 60.00 #/ft LL @ Left 100.00 #/ft Start Loc 120.00 #/ft LL @ Right 200.00 #/ft End Loc 435.00 #/ft LL @ Left 725.00 #/ft Start Loc 435.00 #/ft LL @ Right 725.00 #/ft End Loc Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 34.000pcf Point Loads yea • oa' Live Load ...distance Summary ' Deflections #1 DL @ Left DL © Right #2 DL © Left DL © Right 5.125x24.0 5.125 in 24.000 in GluLam p . 2,450.0 lbs 8.000 ft Is lbs 0.000 ft Span= 24.00ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow fb 2,122.01 psi Fb 2,541.01 psi 87.00 k -ft -0.00 k -ft 0.00 k -ft 0.00 k -ft 104.18 fv Fv C enter Span... Dead Loa Deflection -0.367 in ...Location 12.096 ft ...Length /Defl 784.4 Camber ( using 1.5' D.L. Defl) ... © Center 0.551 in @ Left 0.000 in © Right 0.000 in 147.57 psi 189.75 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow Fv Allow Fc Allow E I s lbs 0.000 ft Depth = 24.in, Ends are Pin -Pin 0.835 : 1 87.0 k -ft 104.2 k -ft at 11.904 ft at 24.000 ft otal Loa -0.941 in 12.096 ft 306.09 Reactions... Left DL Right DL Title : NEW FOSTER CLUBHOUSE Job # 10906 VI Dsgnr: TDU Date: 8:48AM, 19 NOV 02 p Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 �� PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN •s lbs 0.000 ft 24.00 ft ft ft 2,400.0 psi 165.0 psi 560.0 psi 1,600.0 ksi 4.24 k 5.61 k L ett cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Camber: Lu Lu Lu •s lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear. Page 1 d :yobs \2001 \10906 \caics \10906revised.ecw:RO 18.2 k 23.3 k @ Left 10.71 k @ Right 14.38 k @ Left 0.000 in @ Center 0.551 in @ Right 0.000 in Max 10.71 k Max 14.38 k ea a Loaa 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft 0.000 ft 8.000 ft 8.000 ft 24.000 ft •s lbs 0.000 ft •s lbs 0.000 ft Beam Design OK oral Loaa 0.000 in 0.0 0.000 in 0.0 L( u U se:IW 1 06601433,Ver5.6.1 25 t -2002 General Timber Beam c)1983.2002 ENERCALC Engineering Software Description BM3 EXTERIOR FROM BAR AREA TO POST GL Stress Caics Bending Analysis Ck 19.527 Cv 0.921 © Center © Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing ( Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 87.00 k -ft 0.00 k -ft 0.00 k -ft Left Support 15.47 k 81.527 in2 189.75 psi 10.71 k 14.38 k Sxx 492.000 in3 CI 0.000 Sxx Req'd 410.87 in3 0.00 in3 0.00 in3 © Right Support 18.15 k 95.661 in2 189.75 psi Title : NEW FOSTER CLUBHOUSE Job # 10906 t30 Dsgnr: TDU Date: 8:48AM, 19 NOV 02 5 ,Co Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Bearing Length Req'd Bearing Length Req'd Area 123.000 in2 Allowable i fb 2,541.01 psi 2,541.01 psi 2,541.01 psi 3.733 in 5.012 in Page 2 d:Uobs \2001 \10906 \calcs \10906 revised.ecw:RO user: KW- 0601433, Ver 5.6.1, 25-Oct -2002 General Timber Beam L (0)1983 -2002 ENERCALC Engineering Software Description BM3 EXTERIOR FROM BAR AREA TO POST PSL General Information Section Name Prllm: Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Trapezoidal Loads #1 DL @ Left DL @ Right #2 DL @ Left DL @ Right Point Loads ea. oa Live Load ...distance Summary i Deflections 2,450.0 Ibs 8.000 ft 5.25x24.0 5.250 in 24.000 in GluLam 1.000 Pin -Pin 34.000 pcf 60.00 #/ft LL @ Left 120.00 #/ft LL @ Right 435.00 #/ft LL @ Left 435.00 #/ft LL @ Right s Ibs 0.000 ft Span= 24.00ft, Beam Width = 5.250in x Depth = 24.in, Ends are Pin -Pin Max Stress Ratio 0.715: 1 Maximum Moment 87.1 k -ft Maximum Shear * 1.5 Allowable 121.8 k -ft Allowable 11.904 ft Shear. Max. Positive Moment 87.05 k -ft Max. Negative Moment -0.00 k -ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 121.80 fb 2,072.70 psi fv Fb 2,900.00 psi Fv Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 @ Center @ Left @ Right Dead Load -0.287 in 12.096 ft 1,002.8 • D.L. Deft) .... 0.431in:f .00b in 0.000 in 144.15 psi 290.00 psi Center Span 24.00 ft Lu 0.00 ft Left Cantilever ft Lu 0.00 ft Right Cantilever ft Lu 0.00 ft Truss Joist - MacMillan, Parallam 2.0E Fb Base AIIow 2,900.0 psi Fv Allow 290.0 psi Fc Allow 650.0 psi E 2,000.0 ksi OS Ibs 0.000 ft at at 24.000 ft Total Load -0.735 in 12.096 ft 391.72' Reactions... Left DL Right DL Title : NEW FOSTER CLUBHOUSE Job # 10906 , Dsgnr: TDU Date: 8:48AM, 19 NOV 02 glp Description : 80MPH, EXPOSURE "B", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Calculations are designed to 1997 NDS and 1997 UBC Requirements 100.00 #/ft 200.00 #/ft 725.00 #/ft 725.00 #/ft s Ibs 0.000 ft Lett Gantt ever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Camber: 4.24 k 5.62 k Start Loc End Loc Start Loc End Loc s Ibs 0.000 ft Page 1 d:vobs\ 2001\ 10906 \talcs \10906 revised.ecw:RO 18.2 k 36.5 k @ Left 10.72 k @ Right 14.39 k @ Left 0.000 in @ Center 0.431 in @ Right 0.000 in Max 10.72 k Max 14.39 k ea • oa• 0.000 in 0.0 0.000 in 0.0 0.000 ft 8.000 ft 8.000 ft 24.000 ft s Ibs 0.000 ft Ds Ibs 0.000 ft Beam Design OK o a oa• 0.000 in 0.0 0.000 in 0.0 Rev: 560100 User: KW- 0601433, Ver 5.6.1 25-Oct -2002 _ (c)1983 -2002 ENERCALC Engineering Software General Timber Beam Page 2 d:\}obs\ 2001\ 10906 \calcs \10906 revised.ecw:RO Description Bending Analysis Ck 21.298 Cv 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction BM3 EXTERIOR FROM BAR AREA TO POST PSL Stress Calcs 1 Le Rb 0.000 ft 0.000 Max Moment 87.05 k -ft 0.00 k -ft 0.00 k -ft © Left Support 15.48 k 53.381 in2 290.00 psi 10.72 k 14.39 k Sxx 504.000 in3 CI 0.000 Sxx Req'd 360.22 in3 0.00 in3 0.00 in3 © Right Support 18.16 k 62.629 in2 290.00 psi Title : NEW FOSTER CLUBHOUSE Job # 10906 I3ti Dsgnr: TDU Date: 8:48AM, 19 NOV 02 $ai Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Bearing Length Req'd Bearing Length Req'd Area 126.000 in2 Allowable fb 2,900.00 psi 2,900.00 psi 2,900.00 psi 3.142 in 4.218 in Rev: 560100 User: KW- 0601433, Ver 5.6.1 25-Oct -2002 General Timber Beam _(c)1483-2002 ENERCALC Engineering Software Description BM4 OUTSIDE OF LOUNGE PSL Title : NEW FOSTER CLUBHOUSE Job # 10906 13 Dsgnr: TDU Date: 8:48AM, 19 NOV 02 �p Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Page 1 d :\Jobs\ 2001 \10906 \naics \10906 revised.ecw:RO General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density [Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Deflections 5.25x11.875 5.250 in 11.875 in GluLam DL DL DL 1.000 Pin -Pin 34.000 pcf 120.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Truss Joist - MacMillan, Fb Base Allow Fv Allow Fc Allow E LL LL LL Span= 19.00ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,468.94 psi Fb 2,900.00 psi Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 • D.L @ Center @ Left @ Right @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.507: 1 15.1 k -ft 29.8 k -ft 15.10 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 29.82 fv 68.55 psi Fv 290.00 psi Dead Load -0.270 in 9.500 ft 845.7 Defl) c, :40 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 15.10 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 4.27 k 14.737 in2 290.00 psi Total Load -0.670 in 9.500 ft 340.39 r 9.500 ft 0.000 ft Reactions... Left DL Right DL @ Right Support 4.27 k 14.737 in2 290.00 psi 19.00 ft ft ft Parallam 2.0E 2,900.0 psi 290.0 psi 650.0 psi 2,000.0 ksi 200.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear. Camber. 1.28 k 1.28 k Lett cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu Stress Calcs Bending Analysis Ck 21.298 Cv 1.000 Sxx 123.389 in3 Area 62.344 in2 CI 0.000 Sxx Req'd Allowable fb 62.50 in3 2,900.00 psi 0.00 in3 2,900.00 psi 0.00 in3 2,900.00 psi 3.18 k Bearing Length Req'd 0.932 in 3.18 k Bearing Length Req'd 0.932 in 0.00 ft 0.00 ft 0.00 ft Beam Design OK 4.3 k 18.1 k @ Left 3.18k @ Right 3.18 k @ Left 0.000 in @ Center 0.404 in @ Right 0.000 in Max 3.18 k Max 3.18 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 I idJw+ i «si.vl�:as3F'+da:.1/+.aJ.i✓+: Rev: 56010 User: KW06 0 11433, Ver 5.6.1, 25-Oct 2002 General Timber Beam L (c »983.2002 ENERCALC Engineering Software Description BM4 OUTSIDE OF LOUNGE GL 3.125x24 I General Information Section Name 3.125x24.0 Beam Width 3.125 in Beam Depth 24.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density [Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Span= 19.00ft, Beam Width = 3.125in x Depth = 24.in, Ends are Pin -Pin Max Stress Ratio 0.268 : 1 Maximum Moment 15.2 k -ft Allowable 68.3 k -ft Max. Positive Moment 15.24 k -ft at 9.500 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 68.32 fb 609.56 psi fv 50.82 psi Fb 2,732.98 psi Fv 189.75 psi Deflections @ Center @ Left @ Right @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction i DL DL DL Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 D.L. Defl) ... Center Span 19.00 ft Lu 0.00 ft Left Cantilever ft Lu 0.00 ft Right Cantilever ft Lu 0.00 ft Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi 1.150 Fv Allow 165.0 psi Pin -Pin Fc Allow 560.0 psi 34.000 pcf E 1,600.0 ksi Dead Load -0.070 in 9.500 ft 3,252.5 0.105 in = 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 15.24 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 3.81 k 20.086 in2 189.75 psi 120.00 #/ft #/ft #/ft Total Load -0.172 in 9.500 ft 1,326.26 Title : NEW FOSTER CLUBHOUSE Job # 10906 BIM Dsgnr: TDU Date: 8:48AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Calculations are designed to 1997 NDS and 1997 UBC Requirements LL LL LL Reactions... Left DL Right DL @ Right Support 3.81 k 20.086 in2 189.75 psi 200.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 3.8 k 14.2 k @ Left 3.21 k @ Right 3.21 k Camber: @ Left 0.000 in @ Center 0.105 in @ Right 0.000 in 1.31 k 1.31 k Lett Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Page 1 d:\)obs \2001 \10906 \talcs \10906 revised.ecw:RO Beam Design OK Max 3.21 k Max . 3.21 k Dead Load total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 19.527 Le Cv 0.990 Rb Sxx 300.000 in3 Area 75.000 in2 CI 0.000 Sxx Req'd Allowable fb 66.91 in3 2,732.98 psi 0.00 in3 2,732.98 psi 0.00 in3 2,732.98 psi 3.21 k Bearing Length Req'd 1.833 in 3.21 k Bearing Length Req'd 1.833 in 33.0 ;�i�da,M:aigi:a4f :r�!;:+iviic�;4�i �,'s�c�s�•mlz�4�;+tir:�e,+;va�' iii ��'i� Rev: 560100 User: KW- 0601433,VerS.6.1 25-Oct -2002 Genera! Timber Beam ` (c)1983 -2002 ENERCALC Engineering Software Description BM4 OUTSIDE OF LOUNGE GL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary 1 Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow fb 952.76 psi Fb 2,370.65 psi Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 • D. @ Center © Left @ Right Stress Calcs Span= 19.00ft, Beam Width = 5.125in x Depth = 15.in, Ends are Pin -Pin Bending Analysis Ck 20.940 Cv 0.988 @ Center © Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 5.125x15.0 5.125 in 15.000 in GluLam Le Rb DL DL DL 1.000 Pin -Pin 34.000 pcf 120.00 #/ft #/ft #/ft 0.402: 1 15.3 k -ft 38.0 k -ft 15.26 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 37.97 fv Fv Dead Load -0.176 in 9.500 ft 1,298.1 L. Defl ) ,...... 0.263in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 15.26 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 4.20 k 25.466 in2 165.00 psi 54.66 psi 165.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 560.0 psi E 1,600.0 ksi 9.500 ft 0.000 ft Total Load -0.430 in 9.500 ft 530.33 LL LL LL Reactions... Left DL Right DL Title : NEW FOSTER CLUBHOUSE Job # 10906 Bib Dsgnr: TDU Date: 8:48AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 22 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Lett Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Defl 19.00 ft Lu ft Lu ft Lu 200.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear. 1.31 k 1.31 k Sxx 192.188 in3 Area 76.875 in2 CI 0.000 Sxx Req'd Allowable fb 77.24 in3 2,370.65 psi 0.00 in3 2,370.65 psi 0.00 in3 2,370.65 psi @ Right Support 4.20 k 25.466 in2 165.00 psi 3.21 k Bearing Length Req'd 1.119 in 3.21 k Bearing Length Req'd 1.119 in Page 1 d:Jobs\ 2001 \10906 \calcs \10906 revised.ecw:RO 0.00 ft 0.00 ft 0.00 ft Beam Design OK 4.2 k 12.7 k © Left 3.21 k © Right 3.21 k Camber: © Left 0.000 in © Center 0.263 in @ Right 0.000 in Max 3.21 k Max 3.21 k Uead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 • .5.x%3- '.''�'.�{,c" 5�: • �:%vitN��itis+'.`�a;�3� ��;iiu., Rev: 560100 User: KW0601433, Ver 5.6.1, 25-Oct-2002 General Timber Beam (c)1983 -2002 ENERCALC Engineering Software Description BM5 DINING ROOM WINDOW HEADER GL ! General Information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Prtlm: 5.25x18.0 5.250 in 18.000 in GluLam Full Length Uniform Loads Center Left Cantilever Right Cantilever I Summary i DL DL DL 1.150 Pin -Pin 34.000 pcf Span= 19.00ft, Beam Width = 5.250in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,685.26 psi Fb 2,760.00 psi Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 ' D.L. @ Center @ Left @ Right Stress Calcs Bending Analysis Ck 19.527 Cv 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 39.81 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 65.20 fv Fv Dead Load -0.248 in 9.500 ft 920.6 Defl ) ... 0.371 in ) 0:000 in 0.000 in 0.000 ft 0.000 Max Moment 39.81 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 10.66 k 56.189 in2 189.75 psi 322.50 #/ft #/ft #/ft Depth = 18.in, Ends are Pin -Pin 0.611 : 1 39.8 k -ft 65.2 k -ft at 9.500 ft at 19.000 ft 112.82 psi 189.75 psi Center Span 19.00 ft Lu 0.00 ft Left Cantilever ft Lu 0.00 ft Right Cantilever ft Lu 0.00 ft Douglas Fir, 24F - V4 Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 560.0 psi E 1,600.0 ksi Total Load -0.634 in 9.500 ft 359.78 r ,. LL LL LL Reactions... Left DL Right DL Title : NEW FOSTER CLUBHOUSE Job # 10906 I3 I Dsgnr: TDU Date: 8:48AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 Da° PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN 537.50 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 3.28 k 3.28 k Lett Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Sxx 283.500 in3 Area 94.500 in2 CI 0.000 Sxx Req'd Allowable fb 173.11 in3 2,760.00 psi 0.00 in3 2,760.00 psi 0.00 in3 2,760.00 psi @ Right Support 10.66 k 56.189 in2 189.75 psi 8.3B k Bearing Length Req'd 2.851 in 8.38 k Bearing Length Req'd 2.851 in Page 1 d:\lobs \2001\ 10906 \calcs \10906 revised.ecw:RO Calculations are designed to 1997 NDS and 1997 UBC Requirements I Beam Design OK 10.7 k 17.9 k @ Left 8.38 k @ Right 8.38 k Camber. @ Left 0.000 in @ Center 0.371 in @ Right 0.000 in Max 8.38 k Max 8.38 k L1ead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 L Rev: 560100 User: KW-0601433, Ver 5.6.1 25-Oct -2002 General Timber Beam (c)1983.2002 ENERCALC Engineering Software Description BM5 DINING ROOM WINDOW HEADER PSL General Information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density LFuII Length Uniform Loads Center Left Cantilever Right Cantilever Summary Span= 19.00ft, Beam Width = 5.250in x Depth = 16.in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 2,126.92 psi Fb 3,277.50 psi Deflections Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5* D.L. @ Center @ Left @ Right Stress Calcs Bending Analysis Ck 20.034 Le Cv 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Prllm: 5.25x16.0 5.250 in 16.000 in GluLam DL DL DL 1.150 Pin -Pin 34.000 pcf 39.70 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 61.18 fv Fv Dead Load -0.280 in 9.500 ft 814.1 Defl).... "0.420 in X0:000 in 0.000 in 0.000 ft 0.000 Max Moment 39.70 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 12.54 k 38.254 in2 327.75 psi 8.36 k 8.36 k 322.50 #/ft #/ft #/ft 0.649 : 1 39.7 k -ft 61.2 k -ft at 9.500 ft at 19.000 ft 149.26 psi 327.75 psi Total Load -0.720 in 9.500 ft 316.75 Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 19.00 ft Lu 0.00 ft Left Cantilever ft Lu 0.00 ft Right Cantilever ft Lu 0.00 ft TecLam Laminates, TecLam 2.0E Fb Base Allow 2,850.0 psi Fv Allow 285.0 psi Fc Allow 750.0 psi E 2,000.0 ksi LL LL LL Reactions... Left DL Right DL Sxx 224.000 in3 CI 0.000 Sxx Req'd 145.36 in3 0.00 in3 0.00 in3 @ Right Support 12.54 k 38.254 in2 327.75 psi Title : NEW FOSTER CLUBHOUSE Job # 10906 $ 1'7 Dsgnr: TDU Date: 8:48AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 NO PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Bearing Length Req'd Bearing Length Req'd 537.50 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 12.5 k 27.5 k @ Left 8.36 k @ Right 8.36 k Camber: @ Left 0.000 in @ Center 0.420 in @ Right 0.000 in 3.25 k 3.25 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Area 84.000 in2 Allowable fb 3,277.50 psi 3,277.50 psi 3,277.50 psi Page 1 d:\lobs\ 2001 \10906 \talcs \10906 revised.ecw:RO Beam Design OK Max 8.36 k Max 8.36 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 2.123 in 2.123 in 0.000 in 0.000 in 0.0 0.0 I Rev: 560100 L User: KW-0601433, Ver 5.6.1, 25.OR•2D02 General Timber Beam Page 1 c)1983 -2002 ENERCALC Engineering Software d:\tobs \2001 \10906 \caks \10906 revised.ecw:RO Description BM6 LONG WINDOW HEADER ON SOUTH SIDE OF TALL BUILDING SECTION General Information Section Name 5.125x12.0 Center Span 17.00 ft Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft Lu 0.00 ft Member Type GluLam TecLam Laminates, TecLam 2.0E Bm Wt. Added to Loads Fb Base Allow 2,850.0 psi Load Dur. Factor 1.150 Fv Allow 285.0 psi Beam End Fixity Pin -Pin Fc Allow 750.0 psi Wood Density 34.000pcf E 2,000.0 ksi Full Length Uniform Loads 1 Center Left Cantilever Right Cantilever Summary ' Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,390.44 psi Fb 3,277.50 psi Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 ` D @ Center @ Left @ Right Stress Calcs Bending Analysis Ck 20.034 Le Cv 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction DL DL DL Dead Load -0.200 in 8.500 ft 1,020.5 .L. Defl.) ... ..� L_, 0.300 in 0.000 in 0.000 in 3.35 k 3.35 k 142.50 #/ft #!ft #/ft 14.3 k -ft 33.6 k -ft 14.25 k -ft at 8.500 ft 0.00 k -ft at 17.000 ft 0.00 k -ft 0.00 k -ft 33.59 fv 81.79 psi Fv 327.75 psi Calculations are designed to 1997 NDS and 1997 UBC Requirements I LL LL LL Span= 17.00ft, Beam Width = 5.125in x Depth = 12.in, Ends are Pin -Pin 0.424 : 1 Reactions... Left DL Right DL 0.000 ft Sxx 123.000 in3 0.000 CI 0.000 Max Moment Sxx Req'd 14.25 k -ft 52.18 in3 0.00 k -ft 0.00 in3 0.00 k -ft 0.00 in3 @ Left Support @ Right Support 5.03 k 5.03 k 15.347 in2 15.347 in2 327.75 psi 327.75 psi Title : NEW FOSTER CLUBHOUSE Job # 10906 $I8 Dsgnr: TDU Date: 8:48AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 $.'2d PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Bearing Length Req'd Bearing Length Req'd 237.50 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: Total Load Lett Cantilever... -0.502 in Deflection 8.500 ft ...Length /Deft 406.14 Right Cantilever... Deflection ...Length /Deft Camber: 1.33 k 1.33 k Dead Load 0.000 in 0.0 0.000 in 0.0 Area 61.500 in2 Allowable fb 3,277.50 psi 3,277.50 psi 3,277.50 psi 0.872 in 0.872 in Beam Design OK 5.0 k 20.2 k @ Left 3.35 k @ Right 3.35 k @ Left 0.000in @ Center 0.300 in @ Right 0.000in Max 3.35 k Max 3.35 k 1 otal Load 0.000 in 0.0 0.000 in 0.0 1 i. E _____ 4dG3LNtYtF3'Ltk'i 3�vy 1', ''4 : 4 9Yys .pit:(!k >SY« 4, 001, , 14 5 :73c.< ;`hsl�b'J Rev: 560100 User: KW-0601433, Ver 5.6.1 25-Oct-2002 General Timber Beam Page 1 (c)1983 -2002 ENERCALC Engineering Software d :\Jobs\ 2001 \10906 \caks \10906 revised.ecw:RO' Description HEADER AT BREAK IN MAIN INTERIOR BEARING WALL (PSL) L G eneral Information Section Name PrIlm: 5.25x9.5 Beam Width 5.250 in Beam Depth 9.500 in Member Type GluLam Load Dur. Factor Beam End Fixity [uII Length Uniform Loads Center Left Cantilever Right Cantilever Summary Deflections © Center @ Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Bending Analysis Ck 19.860 Le Cv 1.000 Rb DL DL DL 1.150 Pin -Pin Span= 8.00ft, Beam Width = 5.250in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,701.94 psi Fb 3,335.00 psi Center Span... Dead Load Deflection -0.064 in ...Location 4.000 ft ...Length /Defl 1,488.5 Camber ( using 1.5* D.L. Defl) ... @ Center 0.097 in @ Left 0.000 in @ Right 0.000 in 525.00 #/ft #/ft #/ft Depth = 9.5in, Ends are Pin -Pin 0.510 : 1 11.2 k -ft 21.9 k -ft at 4.000 ft at 0.000 ft 11.20 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 21.95 fv 136.08 psi Fv 333.50 psi 0.000 ft 0.000 Max Moment 11.20 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 6.79 k 20.351 in2 333.50 psi Total Load -0.172 in 4.000 ft 558.20 Title : NEW FOSTER CLUBHOUSE Job # 10906 $19 Dsgnr: TDU Date: 8:43AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 3, 7 O PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span Left Cantilever Right Cantilever Truss Joist - MacMillan, Fb Base Allow Fv Allow Fc Allow E LL LL LL Reactions... Left DL Right DL @ Right Support 6.79 k 20.351 in2 333.50 psi 8.00 ft Lu 0.00 ft ft Lu 0.00 ft ft Lu 0.00 ft Parailam 2.0E 2,900.0 psi 290.0 psi 650.0 psi 2,000.0 ksi 875.00 #/ft #/ft #/ft Maximum Shear* 1.5 Allowable Shear: Lett C:antilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Camber. 2.10 k 2.10 k Beam Design OK 6.8 k 16.6 k @ Left 5.60 k @ Right 5.60 k @ Left 0.000in @ Center 0.097 in @ Right 0.000 in Max 5.60 k Max 5.60 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Sxx 78.969 in3 Area 49.875 in2 CI 0.000 Sxx Req'd Allowable fb 40.30 in3 3,335.00 psi . 0.00 in3 3,335.00 psi 0.00 in3 3,335.00 psi 5.60 k Bearing Length Req'd 1.641 in 5.60 k Bearing Length Req'd 1.641 in CB Rev. 560100 User: KW-0601433, Ver 5.6.1, 25-Oct -2002 _ (c)1983.2002 ENERCALC Engineering Software General Timber Beam Page 1 d :\lobs\ 2001 \10906 \caia \10906 revised.ecw :RO Description HEADER AT BREAK IN MAIN INTERIOR BEARING WALL General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity { Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Span= 8.00ft, Beam Width = 5.125in x Depth = 9.in, Ends are Pin -Pin 0.704 : 1 Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,942.55 psi Fb 2,760.00 psi Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 @ Center @ Left @ Right Stress Calcs Bending Analysis Ck 20.711 Le Cv 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 5.125x9.0 5.125 in 9.000 in GluLam DL DL DL 1.150 Pin -Pin Dead Load -0.086 in 4.000 ft 1,112.0 *D.L.Dell) 0.129 in 0.000 in 0.000 in 525.00 #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 11.2 k -ft 15.9 k -ft 11.20 k -ft at 4.000 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft 15.91 fv 148.60 psi Fv 218.50 psi 0.000 ft 0.000 Max Moment 11.20 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 6.85 k 31.370 in2 218.50 psi Total Load -0.230 in 4.000 ft 416.99 j LL LL LL Reactions... Left DL Right DL Title : NEW FOSTER CLUBHOUSE Job # 10906 g20 Dsgnr: TDU Date: 8:43AM, 19 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC 52_3 Scope : GRAVITY AND SEISMIC DESIGN 8.00 ft ft ft 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi 875.00 #/ft #/ft #/ft 2.10 k 2.10 k Lett L antflever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Lu Lu Lu Maximum Shear * 1.5 Allowable Shear. Dead Load 0.000 in 0.0 0.000 in 0.0 Sxx 69.188 in3 Area 46.125 in2 CI 0.000 Sxx Req'd Allowable fb 48.70 in3 2,760.00 psi 0.00 in3 2,760.00 psi 0.00 in3 2,760.00 psi @ Right Support 6.85 k 31.370 in2 218.50 psi 5.60 k Bearing Length Req'd 1.951 in 5.60 k Bearing Length Req'd 1.951 in 0.00 ft 0.00 ft 0.00 ft Beam Design OK 6.9 k 10.1 k @ Left 5.60 k @ Right 5.60 k Camber. @ Left 0.000 in @ Center 0.129 in @ Right 0.000 in Max 5.60 k Max 5.60 k t otal Load 0.000 in 0.0 0.000 in 0.0 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com 4 D U - I CI d.e /ewore4 D ' � '60 :1; (15)(4) + (21i ) (4)(z , . < w z = (► 5.6) } C�)60 2 )1 615 i-2 �'> C g /2) 120 g547-Locvz w3 = C 2S(4)0>: w/ fi C J P a qs wM 11 (/ 5 )(¢) 4 (2)()6?,)- 13> wy CIS)( -1 5 (4)(2) c)-1--1,5)C)1/2) 15?1?)Z,Ccoij lob: p c&r Go) Cu v . c rLt tAbu -e Date: 7 Subject; B r32 I h. 34 i:;, k' r:+'. S.'. 1 .'d.4:.i1i:t...i.I.wt3c.:f M: JOHNSON CONSULTING ENGINEERS 1380 -112TH AVE. NE SUITE 100 BELLEVUE, WA 98004 I Rev: 560100 User: KW- 0601433, Ver 5.6.1 25-Oct -2002 General Timber Beam L (c)1983 -2002 ENERCALC Engineering Software Description BEAM AT COVERED DINING w/ BEARING AT EXT. WALL General Information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Load Dur. Factor Beam End Fixity Wood Density Trapezoidal Loads ' #1 DL @ Left DL © Right #2 DL @ Left DL @ Right Point Loads U ea o Loa Live Load ...distance Summary ' Deflections 1 ,tt / b.O IDs 3,125.0 lbs 8.000 ft Span= 25.00ft, Beam Width = 5.125in x Depth = 19.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max @ Right Support Max. M allow fb 2,380.98 psi Fb 2,583.76 psi 5.125x19.5 5.125 in 19.500 in GluLam Loads 1.150 Pin -Pin 34.000 pcf 60.00 #/ft LL @ Left 150.00 #/ft LL @ Right 150.00 #/ft LL @ Left 60.00 #/ft LL © Right IDs lbs 0.000 ft 0.922 : 1 64.4 k -ft 69.9 k -ft 64.44 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 69.93 fv Fv enter pan... ea • oa Deflection -0.372 in ...Location 12.000 ft Length /Deft 807.0 / C mber ( using 1.5' D.L. Defl j " CenteG @ Left 0.000 in @ Right 0.000 in 133.41 psi 218.50 psi Center Span 25.00 ft Lu 0.00 ft Left Cantilever ft Lu 0.00 ft Right Cantilever ft Lu 0.00 ft Douglas Fir, 24F - V8 Fb Base Allow 2,400.0 psi Fv Allow 190.0 psi Fc Allow 560.0 psi E 1,800.0 ksi los lbs 0.000 ft 10.000 ft 0.000 ft ota -1.233 in 12.100 ft Title : NEW FOSTER CLUBHOUSE Job # 10906 Dsgnr: TDU Date: 4:39AM, 30 JAN 03 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN r:\tobs\ 10906 \calcs \10906 revised.ecw:ROOF FR Calculations are designed to 1997 NDS and 1997 UBC Requirements' 200.00 #/ft 500.00 #/ft 500.00 #/ft 200.00 #/ft Reactions... Left DL Right DL IDs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: 2.88 k 2.21 k ever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Start Loc End Loc Start Loc End Loc Ins lbs 0.000 ft ea • oa 0.000 in 0.0 0.000 in 0.0 0.000 ft 12.500 ft 12.500 ft 25.000 ft IDs lbs 0.000 ft Beam Design OK 13.3 k 21.8 k @ Left 9.38 k @ Right 7.58 k Camber: © Left 0.000 in © Center 0.558 in @ Right 0.000 in Max 9.38 k Max 7.58 k IDs lbs 0.000 ft o a oa 0.000 in 0.0 0.000 in 0.0 22 • P. CIS-fSe = /G.S N I &' Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 off ice@johnsonengineers.com pos ovER C-ot/ERFA Poi o Sou fiND USE '-J XL Df il P= 2 R ( 1.267 + 2.05 H = IC PAST -AT ENV OF G,r o /Eg m E - ro-I6 Rcc.rts A +8 p,s-r N. coi wER SMPPoR7S se--r7 P- (is r2.5V ° 113k poST By Loume ,4REA H= IN' PO5 r : NE ..C.oKNEIZ [ A)cTB121 o,R P= 7.5 N�I Job: J OST RR. c `1,473}4ou.S.E 1090 Date: 11 /1/102. By. 7-D1A Subject: G RAV ITY POs-r5 1ASE : 75 3x3 % 6 30 DF 41 u5t, 7S 3 $ 3 c 3 4 ' . , 3 . —k. AF #-1 P ( Is +xst h.)qIX 1.tSg TS It /. 3 4c, 4R a!z PS L 5 Yy X 'Ye LASE G xc. of #1 C. - 4•••%rw'. Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com - .2><(o iWF- ( 5 pos FR-0AI j of C,7 voRwtfiR. P= 2.85+ 4.7s— 7.G0 k H = 12, TRY (2) - 2x. WF4// 5r.4.Ds �c a f( PS/ < C AS p5! (F4.1) F 6 = (175x1133). 12r7 F� = O3so)( I. is) = l $. s Ps► Fc_E = (kc.E xE) = (o. 38gx I, s Iwo = ego /)- (OzmIZ 5.5.)y 0.8 2. Cp = 1 + FLE /F 1 + ( y c 2 L C L F � =(Pc. X cp.) _ ? 1 'i . 16 F t' — /E — NO I 12.9 ( — 4/G /e4o � Job; Date: Subject: = 0. L B y' 2) — ? $LK NF 41 5mD5 11,- I9O • dk 13AC c.d.-Lc (.2 — If - rup 5 => 8. a t9= P 4Lj, < C oL Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com ?05-r CD 5 u ppoRTS 6• 5 P =45454 +to, oS2 =17 -0G 3 Fes. 13.500.is) =15s .2,s F$ a q75 (1 ) = IAg7 Fa = 4 i4.l7, a 5.5) C =o. 5 C = I t G / ��1551. 1 . C Co 11 Job: 'FO5 1E2 C-4-4413 04.9,4 1096c Date: I1/$ /ate By . Tnet S Tu D C-4El1c (.5) - 2 , 6 - / 4 / Subject: F =CO. 25 155 .2,5 535 mss/ I 'Mg ACVO/Li V4LcAE 9 , = I' ,y %,,/ = (5 PEA' ' .2068 / _ k I F 6 e 517 1-/.5 ro. 3 s CI + La 1 iss ..5) _ L 17, /SSo.S 1+fs .S o ,.356 C3 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements li Wood Section 2 -2x6 1 otal Column Height 10.00 tt Le XX for Axial 0.00 ft Rectangular Column Load Duration Factor 1.00 Le YY for Axial 0.00 ft Column Depth 5.50 in Fc 1,300.00 psi Lu XX for Bending 0.00 ft Width 3.00 in Fb 850.00 psi Sawn E - Elastic Modulus 1,300 ksi Hem Fir, No.2 Loads i r ev: 560100 ser: KW- 0601433, Ver 5.6.1 25.Oct•2002 Timber Column Design c)1983 -2002 ENERCALC Engineering Software Description POST OVER COVERED PATIO SOUTH END Axial Load Eccentricity Summary fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Interaction Value i Fc : X -X Fc : Y -Y Pc : Allowable Pc:Allow * Load Dur Factor F'bx F'bx • Load Duration Factor 0.000 in DL +LL 671.03 psi 1,430.00 psi 0.00 psi 1,104.89 psi 0.4693 1,430.00 psi 1,430.00 psi 1,430.00 psi 1,430.00 psi 1,104.89 psi 1,104.89 psi Dead Load 4,216.00 Ibs Title : NEW FOSTER CLUBHOUSE Job # 10906 CZ-1. Dsgnr: TDU Date: 2 :34PM, 8 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Live Load 6,856.00 Ibs Using :' - 2x6 IlVidth= 3.00in, Depth= 5.50in, Total Column Ht= 10.00ft DL + LL + ST 671.03 psi 1,430.00 psi 0.00 psi 1,104.89 psi 0.4693 For Bending Stress Calcs... Max k`Lu / d Actual k'Lu /d Min. Allow k *Lu / d Cf:Bending Rb : (Le d /1) ^.5 For Axial Stress Calcs... Cf : Axial Axial X -X k Lu / d Axial Y- YkLu1d Page 1 \ \ server \cad\iobs \2001 \10906 \calcs \10906.ecw: Short Term Load 0.00 Ibs DL + ST 255.52 psi 1,430.00 psi 0.00 psi 1,104.89 psi 0.1787 Column OK 50.00 21.22 11.00 1.300 1.000 1.100 0.00 0.00 Stress Details r L R ,k ev: 560100 User: KW- 0601433, VerS.6.1 25-Oct -2002 Steel Column Page 1 (c)1983 -2002 ENERCALC Engineering Software \ \server \cad\Jobs \2001 \10906 \talcs \10906.ecw: I Description POST AT END OF GIRDER TRUSS OVER MEETING ROOMS A & B General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements i [loads Steel Section Column Height 12.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined Axial Load... Dead Load 12.86 k Live Load 21.44 k Short Terrn Load k I Summary _ Section : TS4X4X3 /16 = 12.00ft, Axial Loads: DL = 12.86, LL = Unbr Kes Lenjths: -- X -X = 12.00ft, Y -Y = 12.00ft Combined Stress Ratios Dead AISC Formula H1 - 1 0.3364 AISC Formula H1 - 2 0.2149 AISC Formula H1 - 3 XX Axis : Fa calc'd per Eq. E2-1, K *Ur < Cc YY Axis : Fa calc'd per Eq. E2 -1. K *Ur < Cc Stresses Allowable & Actual Stresses Dead Fa : Allowable 13.80 ksi fa : Actual 4.64 ksi Fb:xx : Allow [F3.1] Fb:yy : Allow [F3.1] fb : yy Actual Analysis Values F'ex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection j Section Properties TS4X4X3/16 L Depth Width Thickness fb : xx Actual TS4X4X3 /16 Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced 17,133 psi 17,133 psi 17,133 psi 17,133 psi 0.000 in 4.00 In 4.000 in 0.188 in 21.60 ksi 0.00 ksi 36.00 ksi 1.000 29,000.00 ksi 12.000 ft 12.000 ft 21.60 ksi 21.60 ksi 0.00 ksi 0.00 ksi Title : NEW FOSTER CLUBHOUSE Job # 10906 C ty Dsgnr: TDU Date: 2:34PM, 8 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Ecc. for X -X Axis Moments 0.000 in Ecc. for Y -Y Axis Moments 0.000 in Live DL + LL 0.5608 0.8972 0.3583 0.5733 Live DL + Lt. 13.80 ksi 13.80 ksi 7.74 ksi 12.38 ksi 21.60 ksi 0.00 ksi Cm:x DL +LL 0.85 Cm:y DL +LL 0.85 Cm:x DL +LL +ST 0.85 Cm:y DL +LL +ST 0.85 at 0.000 ft Max Y -Y Axis Deflection Weight Area 21.44, ST = 0.00k, Ecc. = 0.000in 9.41 #/ft 2.77 in2 X -X Sidesway : Sway Allowed Y -Y Sidesway : Sway Allowed Kxx 1.000 Kyy 1.000 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi DL + ST + (LL if Chosen) 0.8972 0.5733 Cb:x DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0.000 in at I -xx I -yy S -xx S -yy r -xx r -yy Column Design OK DL + Short 13.80 ksi 12.38 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi 1.75 1.75 1.75 1.75 0.000 ft 6.59 in4 6.59 in4 3.295 in3 3.295 in3 1.542 in 1.542 in J! - G8 1 Au;d.;.4.14 anr;:+ r. t:.: i yi n1 ` : ti;e .i : : w` . z , `i c'*at:+�.`.i.k. Rev: 560100 User: KW- 0601433, Ver 5.6.1, 25-Oct-2002 Steel Column _ (c)1983 -2002 ENERCALC Engineering Software Description POST N.E. CORNER SUPPORTS SCISSOR GIRDER TRUSS. Stresses Steel Section Column Height 14.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined Axial Load... Dead Load Live Load Short Term Load Summary __- Section TS5X5X3 /16; H eight = 14.00ft, Axial Loads: Unbraceengths: X -X = 14.00ft, Y -Y = 14.00ft Combined Stress Ratios AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual !Analysis Values F'ex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection l Section Properties Depth Width Thickness TS5X5X3/16 TS5X5X3/16 20,142 psi Cm:x DL +LL 20,142 psi Cm:y DL +LL 20,142 psi Cm:x DL +LL +ST 20,142 psi Cm:y DL +LL +ST 0.000 in at 0.000 ft Max Y -Y Axis Deflection 5.00 In 5.000 in 0.188 in 12.34 k 20.56 k k Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced Dead 0.2391 0.1623 Dead 14.66 ksi 3.51 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi Weight Area DL = Title : NEW FOSTER CLUBHOUSE Job # 10906 , ( Dsgnr: TDU Date: 2:34PM, 8 NOV 02 G� Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements i 36.00 ksi 1.000 29,000.00 ksi 14.000 ft 14.000 ft Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments 12.34, LL = 20.56, ST = 0.00k, Live 0.3984 0.2704 Live 14.66 ksi 5.84 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi 11.96 #/ft 3.52 in2 DL + LL 0.6375 0.4327 0.60 0.60 0.60 0.60 X -X Sidesway : Y -Y Sidesway Kxx Kyy DL + LL 14.66 ksi 9.35 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi Page 1' \ \server\cad\jobs \2001 \10906 \Talcs \10906.ecw: 0.000 in 0.000 in DL + ST + (LL if Chosen) 0.6375 0.4327 DL + Short 14.66 ksi 9.35 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi Restrained Restrained 1.000 1.000 ` Loads Column Design OK Ecc. = 0.000in XX Axis : Fa calc'd per Eq. E2.1, K *Ur < Cc c • c' , er Eg, E2.1 *Ur < Cc Cb:x DL +LL 1.00 Cb:y DL +LL 1.00 Cb:x DL +LL +ST 1.00 Cb:y DL +LL +ST 1.00 0.000 in at 0.000 ft I -xx I S -xx S -yy r -xx r -yy 13.40 in4 13.40 in4 5.360 in3 5.360 in3 1.951 in 1.951 in I LGenerai Information Loads L Rev: 560100 User: KW- 0601433, Ver5.6.1, 25•Oct -2002 Steel Column (c)1983.2002 ENERCALC Engineering Software Description POST BY LOUNGE AREA Steel Section Column Height 14.000 ft End Fixity Pin -Pin Live & Short Term Loads Combined Axial Load... Dead Load 18.21 k Live Load 30.34 k Short Term Load k Sect'jon : TS6X6X3/16 /Height = 14.00ft, Axial Loads: DL = Unbraced-L-engthS 'X -X = 14.00ft, Y -Y = 14.00ft Combined Stress Ratios Dead AISC Formula H1 - 1 0.2615 AISC Formula H1 - 2 0.1974 AISC Formula H1 - 3 Summary_- XX Axis : Fa calc'd per Eq. E2 -1, K *Llr < Cc YY Axis : Fa calc'd per Eq. E2-1. K *Ur < Cc Stresses Allowable & Actual Stresses Dead Fa : Allowable 16.31 ksi fa : Actual 4.26 ksi Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual Analysis Values F'ex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection Section Properties Depth Width Thickness TS6X6X3/16 Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced 29,490 psi 29,490 psi 29,490 psi 29,490 psi 0.000 in TS6X6X3/16 6.00 in 6.000 in 0.188 in 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi Weight Area Title : NEW FOSTER CLUBHOUSE Job # 10906 C,7 Dsgnr: TDU Date: 2:34PM, 8 NOV 02 Description : 80MPH, EXPOSURE "B ", SEISMIC ZONE 3 ca PER 1997 UBC Scope : GRAVITY AND SEISMIC DESIGN Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements i 36.00 ksi 1.000 29,000.00 ksi 14.000 ft 14.000 ft Ecc. for X -X Axis Moments 0.000 in Ecc. for Y -Y Axis Moments 0.000 in 18.21, LL = 30.34, ST = 0.00k, Ecc. = 0.000in Live DL + LL DL + ST + (LL if Chosen) 0.4357 0.6971 0.6971 0.3290 0.5264 0.5264 Live 16.31 ksi 7.11 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 at 0.000 ft Max Y -Y Axis Deflection 14.50 #/ft 4.27 in2 Kxx Kyy DL + LL 16.31 ksi 11.37 ksi X -X Sidesway : Y -Y Sidesway : 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi Page 1 \ \server \cad\lobs \2001 \10906 \caics \10906.ecw: Cb :x DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0.000 in at I -xx I -yy S -xx S -yy r -xx r -yy Column Design OK DL + Short 16.31 ksi 11.37 ksi 21.60 ksi 0.00 ksi 21.60 ksi 0.00 ksi Restrained Restrained 1.000 1.000 1.00 1.00 1.00 1.00 0.000 ft 23.80 in4 23.80 in4 7.933 in3 7.933 in3 2.361 in 2.361 in 1 1 I • • • • Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com CoVERED PAT) o 7RIA.5s N fiC ►t Puvc.ifr = CI L. SXZX92 %2) = 693 Ps>:,60 = ( 10 X2.y zA) yzo PNtrr = 273 + f RoVIDE A3L CLIP © EACH TR&sS •) of-kg 1D4 pbu ix/ Rooms A = ( .+ V x 56 > = HIGH D a /2 oPEIJ ; Y ENCLOSED POPL4py = e /Ca. s X' . 9 � , '1 X Y 2 )1 eq") = CO289 PPrA PNE7 TR USS CHECK ( LIOR51 C46E J Krc�F -r rprAD job: J=OSTE r-tol.F Co(EZS Ib4DCo Date: / /q / 3 By . /A Subject: FRAM / \t/ //JD C-OL 1.4p 41FT. A = C SO' )(38`) - 1960 > i000 1 : . PRI y FRAME ROO F SLOPE - 14 42 => C =6;9 - C eir I c y + FooT NuTE 2 = + 0.6 1'= Ce C t. I = (.72)(%.9Y1(,.jXI ) = ICP, 5 PSF MAX TR 16 AREA -'► WoRs CASE C pbs-r) Aw = C i2X' / :Xi X %2) = 179°' Pf"Fr = 06-5X 17°1 es4) c 247 511# PoE4,0 = el ct L iZ /2X 17 /z= l71.6 &Er - PaPuc• P DagD = II ICo 4 T REG2KIRFD tApc.iIT R£S /5 i4sJcE TOP A'.Ir- EoTTo,vt OF fbs-t ZASE : SImrsoN Pc- '1 (--r = cloy qt• Nlo Lib = lc. 50* t 00X- = I(Go 7 PRoVIDE c2)- A35 CLIPS ® E'4.t/ E,QD bp Ca. T. Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637-2949 ofce@johnsonengineers.com o' e_ T Colkwih fry) 74'0 bo1+ 0/ X - k, -I fe Th"qc r 2I 1,C4-4- 4/3614 3/f-t co Pr. 1 b q'38z1` 5,74 )` c 190 L4 Se (6) 3/4 , loo)-}-c cue,('( wed f/ Lc ` . 4 /4k weld( G ff = 9, >u' / c4' Lets, y = 3 . i = )1 1 i 1 s r,nad -cd � we,(c( all cti u lcf Job; -(A 6 ■f) GOu v‹.-c u(A Wtou - G� Date: .Bye Subject: 382 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 off ce%ohnsonengineers.com I4 PLATE ( E.X7ERioX. ■1At.4.5 P= (15+25X = /qoo CJ = 14 PLF .f = H�/ (5.5XI.S) �}, = 5y4,3 F� = (135o X14/5 )r= 1550 = C 9 75 X I.33) =1360 Fez _ (K -k E) _ . 38 4 1 X.) , S Xlb°) = (017 c 170 P51 < 400 PS 1 ok 5.5 2 • P = C 1 FE /F,,x) -- C I + �K � F C.E / Fi C 2C C I -1- G1 /55o • C. /N CH ECK { FF 1 Fb [ I 6 2 1 4. SS G 1. Co F e = C FC xC70 = 5 5 0 3 G 555' fb L 1.0 .. CT/ 2 170 4 rr qy 3 = o. y3 4 14 S5 1300 (! 4 / G. l - 7 J US ,E C 2) - 14F 1*1 2xC TADS O 2 1:o571 =12. C-701.F CoutzS 1OIDG I / 2 /63 By 7D t( Subject: FRAM /10( -r S Job. Date: .8 CHECK. ( - 2 )(L, FFF *l ST t,S O 24" 0,c-- IMMO PS I " 7 Yi 1ssa = o • 3 G ok 4.17 . r' Ci+ iv. S; tClr�ultii 'hwir4.Jw't�..:dJS�.w;:.:uei�io Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com g 14 r PLATE C INTE121oo WAIL. ) CHEC.. K ax(, HF $s-1 ®I " P= C.IS +aSX %)C = I87O k) = 5 PSFL = G. 7 ptF /67o�S.SXJ.S 2� 7 - Ps S 4 goo Psi o► - �b = 2G I PSI F r C 1350 X I. 16 1550 Fb s C 975 X 1.33 = i 3oo p z. = ?,,I7 PSI =b Cp = 6 .3G Fa = 555 fs 1 I/VTERALT /obi Ci4 EG�c [A,Z .4. 2G I I300 22/ ] G/7 •r .5 EE " Ex TER Io,Z A.../ALL CALLS 6, 3 I G I O 61c- SE (I) - Zs& HP it 1 5-n 4D © lG lob: FoS7._F-I- (=Dt.F c- OiAR /6c/C Date: 1/.Z/ By: 'TT? LA. Subject. FRAM TL.4DS \47 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com 30 GHE..k STNDS r-OR A,i + S WALLS of TA LC G EN TR-R SEG 'no"' /EN P= CIS +25X %X /2.) = 3300* Q 77 bJ = I ? X% 1191. TR 1 ('1)- / 9 lzx LL SL ST1ADS I.SE f 773 Ps I < too PSI fb = Is8 . Psi Fe= f .150X .2ayo PS Fb = ( 2;- So X) 33) 3 o00 PS I Fce = X E.) F.E. = 0. (l.S1c1o C=0,9 CP = ( + 92 % otio !. F =( Ft Ye = (22LIo) . !BO = I1J T E A 4c - rl o,.,/ C11EC k. F =. 1.5 Alb` z F Fb G I G i a3 2 •1 582 1. 3 I - 6 2s.2) �I O T` - I 5 -. 1 14= 21.G' tL = 1. $.a 485 14= 11 o>< � = N,O.y = 3B. lob; FoSTF.R ecfoL.F co RSE 1 Date• I /2/b 3 B 'I r) (.L Subject• FRA+M -, S TUDS C.10) K = O.Sio - ' .83' ( aovE ).0• 18 I + '12y 2 125 avio _ , = 0,113 1.8 .9 yi(..ca PS1 = . ( p 5 a ! ok coy < 0.11 \43 x,17 7 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com CASE 2 C'- ca�IT. 'SINC,LE $ TuD C HIE .kS p= o w= (Iq)(./. /IZ) _ TRY (1) - /Y2 x 7 LSL STc.iD 5b Fc _ F = F _ C =0.9 SI 0.15 I Q 'VAT 7 3 ' Z PSI 22 3000 (o .'/ /6X 1. S slo � J = 6,78 ((1 6 G 7 8 Z Cp = + /22 _ Yz4o 1.8 1, FL'=(FZ c .p _ (zzyoX .2-9) = 6.5 I PSI • 732 - 0.27 4 3ct,o f7) P = (15 asy /2X " / , 2) = Soo = .S C 16 A2.3 6 , 7 . `/ -r TRY (l) - I I /2 Y.. 7 � Yz L. S r -tD = 7 ! . I PSI 4 1 PS gb = 5(.° Ps =1240 Fb 3c co F,„ = o.4//4 1 L Cl,s ") = 31z , ( � - J z 7.s C_0.9r C P FC-- 1 312. /22'10 - 1. (22‘4°:( 307 P51 312, y 12 • 5 Job: FFST .R ervoLA !` °ri2SE jo'fOG Date: I /2 14 3 B Thu Subject• FRAMIIUC, S?"N7zs o jc - "o,c C H= 19 War2ST cAsE Fog EXTRRIoR- 678/ •9 31 z. y /22y 0 .9 0 l (s " c. c. C N .0 8 � 5-f IN-rp:A R. c.A$E 5 _ .137 w y \x/7 i:.:+ uaa�: r ..' tGA•..eisnq <a'.�.ti;:.Sf,NJ:Y 5i :iv`. k i:�.3.i�sw �.Gt.s;t' x:1i;✓::•«iti • • • Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com CASE 2 VERT. LOAD HORDZ LOAD © Co/4 T. 5 JAJ( -r LE STLAD a. F F . . • LASE 12 X 7 42 LSL STUDS ,&5.- .SN0L,a14 b N .STc.tp s/ 1 GNECK W /NDovl SILL ♦ HEADER • SILL 56.0 000 (1 - 7i 312 •9J CA) = LIX /2) = ;cDe %GT L = 5' SIMPLE SPAN R, = R = a. 1/20 4- ATI. _ o.oz USE (Z) - IYs x 7V2 LSL HEADER W = C + asV %) = = 5 S ,MPLE S PAN R." R = 1520 OTL " 0.1 - IGoG LSL I V2 K 7 V2 CN EG k- S . p, 90 gv S8 = ( Pi X % ) = 71 /Pr 4 t 4 £VL 5 Svl 4 Svc .24 c o o p Sir lo F457ER t,nLF Gou I e , oa Date: ),n By ?p N Subject: PP A..4 govt, S Tt.( DS L 0 1 ) P/zcv spa Li )- A35 CLI = 450 > y zo o/c v../A0 43S GLI'P' fiAGN END ARE SuPP/L/6NT. Ok (3) - LSL - 1 x7 I /2 J WZAK A I (, 3 ps i 4 F„ : 3 2 S P.m qs� n, L Fb= 259v PSI 7 •..:.' W. w Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.F. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com K S "PADS FoR W WALLS or= TA1 LEN TER SEG1 - 1 0AVENTR' P= C15 -,2SX 192.0 W = L i tt X 1 '/z'> = 8 k $1 /-r H = 33 8 = ( 1 ✓ o k 27 • � 4� PSI = X013 - riot /(y 1 %a X11 LSL. F (1g15ozI.I5) = 22 = CalSoX I.33' = 3000 C =6 IAu GTIO1l CNCC -It 5z� £_= 33.7 { k00 5b- 1 583 PSI Fc = 0. 1, 5 x16` /(33.67X12 -� ck F (q.5 5 = 525. TRY 0-0 -qY2 x 11 /75 = 1 AI L S i 54 I $(p C _ 541. ) _I 11 + P - 2a4o l be• \ 1, s 27 2 + 1013 = 5.3a.L ok 3aoo (I - `1 5'j 2 Job: Fos «,LF Go >zs /Oct oc, Date: J/ f o 3 By T !A Subject: FRA /LA ►N Ci STUDS V414/ 2 �zY = 1.9 - Y., � 0 I. $ LSC 1.$ >: 5-rL4D S l./ ,2390 .R =0. W 1p 7 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com m CoN7. S /AM LE STUD GPI EL*. p. (is 4.2s)( 6 /.2 +ti)C "'4=) = 1 427 1-0 = IY ( 16 /2) = 18 ,7 33 C. f� �y 1 f , = .26 ps1 = 22 0 F = 3aoo &E 6 c• O . q Cp = b . 235 F� = 5 25.5 PREV%OL&S rkt41.7i ST LAD GALL "4 BorN 5 • ♦ 56 ARE 2--)-a 98 g /Fr W = C L = 10' 6 mPLE SPAN Ric R - Liq0 PRovI Q 7L = 0.19 = �-�Bcfo lob• Date: Subject: VALUES USED 1,.1 7 S 11JCnt. S ?vtDS i CaCie. 1:!la1Do�J SILL ( z)' 1�'z -7 LSI. 1,5E Fos -TER G LJ 1 Jb3 B FRAM INC.+ STRIPS L-Ot.) E . TNAn! TF{ C PF.P V 1 01,13 M. [4 LTI - STUD Gr4 LC • d;■ G . LA /ILL p>zav, A/JEc:z. L,4rE (z) - ASS GI-j PS EACH END, ?Du w7 W7 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com rv'JD ,'M„ Fot STRIP Fret 3 *15 SAPS C•,R q As.= o.43 aM `r = (b.93X yo)- 37, z k " cl = 16- 3- , - % = I 7- s °C- C 0•SS 4.6 Z7, z = .6S (2.5 X. c‘ X43 0. = 2 . 1$8 ' 0.= C =. c = .2,188 - 7 .55 = 0.9 (37,"2,X Iy31 - 1 2 ,. /4)K = L ' ; ‘. L � a � P w�T ra L r 1 3 1 , = .2% k4T M - ¢ \ 1,4 = = 1 b . 5 1 a> 6.? CFI ELK LOADS F7c, Fore Post Fo R evvt 5 0.003 .t. E s 1 4 1,3/ 10" = o,es s)C06.) � u c r = 1,2 (G.SG t) -tl,G (16,052) _ Fit Fc,2. 'oS -1 Folk GouERFD ' A ,o (PA'rn Fri. Is lob• POSTA. C 4QU 5E l 'y Co Date: 11/ 2 B T , e-& Subject: FTGr i3Fn1 DI/467 $" => ms 0.ol37' o,cc) 5 ='7 s+ =•`1 1 k Lt �T a j - 36 •87 2el k P = 1.2(2)(R. 106)'+ l,r;(2)(3.Y263 = Ilo. o z Z. (/,Xz•z )= !um- 4 - pgo 121% 571Z' ,./(T k •2 8 K , �11C.01..J / 13 L E / f-'0R E OE 7 D —• AN/A(-15f S M' 4 LW cJ -11<-, L 1.(/ t 305 t3AR -S c1r + 3 _ 3 j1 /b Ft oT FULL L Fi A*, (SX 2.63 = .21. 3 Fl PAD STRIP F7 <-, IS .5,,tFF1C.(ENT Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004-3710 Phone (425) 454-7137 / Fax (425) 637-2949 office@johnsonengineers.com • FT6.1 15 c4 pp ea &kir F-cqz Job: Ge doe. cse Date: ii Ai /C By 77"t Subject• FT e-r C 14-ac EAR /hoc. F vc. = .q_(t27sc /471.q k sHEA (PEA R )1.5.5.1 2002 ACI') F3 • 1 -• • •••• • " ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, • Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com FTC/ PotZ PoSTs b - r ME.E--rit.14 Rooms P. 3/ 3 tr 1-1 Co 6 Rr_ E, W F Tel FO P.E . 3 �b o " XI(5 " co gr..) GR POST w hy /./ , L), FTC-r Pb R LowJ(iE Cora../6.0 P= 4 Y -o"x /o L.../C 6 P. i.J . lob: F051 61 -0 B400.30 Date: 11 `I/6 B "in t.A Subject: r- IP-.4k1 1TV FTC-1 5 P= el, i 28.22 F 3 Y4 1 - os7E2 Cnbb= Gou2S15 CLl.A6 Hows& = 101 Lo KEY PLAA • ∎ �o Y3 y4 i ` 6' 8' 8' 68 Y5 . r• Y 6 Y7 J Ig V$ 1 `L v 2,15 4./ 5, 3 err T - D 5 J ) y' 445' Yf ✓ "f Y Y .Y1, • 17 VI 11.'15 a x3 z ' ~QQ Jo 00 J t— w O • _ c w z � o . z • w U O N • 1_- W w 0 z • • • A Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com GUILD M ASS M, v= fl a wRa,x-'.= (-15135x19) +(yq)(1a)+ +(4 C18XIq = 7I VR COF = (15)[(76X 307 = 3 ti , a. W F= (15)`(5X55+ ( 4 (IZI)(33) (119Y 2,5)+ (-787)11. (G5X2Z) C21X % ) +(13X.I%) +(411XI% l2i/2.) 4- ( x ) 1- (613)(' ° /xS= 10. 3 w d s = (8'�3 X3�) (66 x3`) �� cv s = ( t ( X ) + (ysX` + t" foTAL - UO . _] k p (2.5 Ca. 2) R i •'i p = I., 5 ("AA C = b, 3G Z R = 5. 5 +(9fi35 +35+ = a3.0k \.J = yoO . '7 w lob• FOSTER_ c' -,OLF Coo, rt /0,6C. Date: lo // 4- 1 105. By• Ti7t�l Subject• LATERAL 86 ,'tp1-1 EXPasc -oZ "L3" SEISMIC Zcr•E 3 PER Neil LA 3C. 1 (2 z ) 4 f5 SC1 = 7 1. (IS ,-as +a + as 4- '11Y7)4 (.3a+zg-, 3x *) k,:k.kL �. l .:: a. • ti:. tis: iti: 1-a .:l:�3.:..or4.,+'�:a+s +i�v:'.. Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com \,J1� LcAT> P = .Ce C ,, %SIw H= L ' Ce- 0,155 C t.3 7 s = I c..4 I„ = 1 P= 18.1 PSF H = 3o C.e = o • 7L Cr� = I. 3 cI I o.Y _ = / P= IG. a PSF lob• FoST52 CoutZ Date: ICU //5/0 a By Tp t,C Subject; LA- R4 L F,,J1 2P = /6.2? is '4z2o)-h � I�.SX 2 oz��l t (fil )(z72 t4 : , + 18.1 { (:o.i)( Z f (q7X15) + (IO,s'152 9 ) F w lyy Z Pi (VI: X Hi) = 16.1i (P4X17,- (izXz�.$),- (43 * i 3o) T(5 -t 18.1 (az)( 4-I t4) t ( ?x2)1 = f oo ..4 K ( Y -Y DIRE.cnQ -i) F4, Iks {(c:.2)4(Io8.ci(os '455 = 85.8" "CX' X DIRc LTtoi.l� `,4 rI� WW1) CoN or-5 rnl I3o -Xi .. • ` / -`l DIRE C7ro'/S M' Io0yoa L3 L� Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com uPPER LEVEL 7 1 N.5 Vey - 11. . C V.) _ V0 XA 4 X D ANAL !ZED AS FULL. HEIGHT WALLS LAT1✓R IN CALL 5 1944.5 S 4E4IZ \.(1AU. s 4 / Fr P 2 - � Job: FSTE C-roLF cc=r )2SE. 109'0C. Date: 10 /1 ESC) By. TO LA Subject: / 4 re.A L y Fxx = •(3"X6 .a * (12)(661)18.1= 18.1`` F = (3X22)(I(- +(Li + %X2);18,1) = 24.3 F = (18 1 4.3)(C4 , 5 4 4.5 = 11,2 L z W 1r 6 J U O 0 CO J H U U X 0 -. .0 H w w . • U LL O Ili Z. U co O Z Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com Y - DIRECT1oN SWEAR WALLS N P `/�j V.1 = (17 X lts.2Y.1 ).• = 17s s /Fr TY P ' 3.5 *y +3,5 • V ® = (I7.X fr..2)( 2) + (2z.5)(14.2Y = a43 0 / , V® 022, 5)(IU.)( 2 0A) + iL•a)(y%) - Vm y.' t Veys CoM61JED Velfc. _ (tiiX18. j1 '/2 ' ) +C3oX!`.�X = X35 /FT 7 -r9 + (, ( 30XIr;,2X + (3 1.,2X ��' = 31 Iq i V : (30X 2 /a (sc r6..2X i5 /2) = 3,c ) .- as �o ( 1 6- a +C iI X 18.1X1c./z) =4 313 - (5 +5) + (5,5 t 5,5 4 II tIS) / . v ,, /3ox 15 /2 +(30)C16.2)( 5 %) _ iI .* /f`r q 4.18•. -.6 r / Il N55 .4/F1 VB YIo - C3oX 1L, X'% f ( 24 X IL.aX ) = 54(.4- Si (p * I i , S . r Li . ,{ Co Ver0.5 = f 2q X ie.. 17 /2 t 1.14) 3o*/F-T A v® y1, _ (.29 + C _it)( 10. s ��...... Z,•. 7 cHECI< PIA PH RAGA" SHEAR .WHEAL Co'EIZED PAT,o RooF • THE S oKTNE /ZN M057" EXTEZlo1Z 5/ - l 5.4 LL = (IIXIco.aX1ci)= 3386 D = TE FAG L. �.z job. Pos EZ C-,oLP CouRSE 10906 Date: I o //7/Q2- g TQ Subject• L ATE RAt- 5 3 t. * /FT (r -61) .7) D52 P,- 3 F .- 3 PI- 3 , 'PI - `1 1 .1' 10 5. 53 SFr 4 v, _ ? �(U F � P7 • .. VvXsI L 5 L it Is VALID, l'«u'Wl4u:.n i1�YS.V,� 4 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com EA D I R EGT font SKEa tc WALLS H' P5F Vex: (2LIX UP. 2X -1 /2 -) = a B5 * / F - r 648.8 +C. VoS = (. I‘. 4 4 + t' y /i) - 554 /1 /tr 20 V ( IL. ?Y 14 /a) (�2 (I&.2 k .7 I = S C. C. li /F . i y' VV. = C as)( 16. a X a /z) = 71 4t/Fr G8 Vg(3 = C r ' Y I(D 4(I qy I8. ]( (v8 /2) = 914 CO + Co P1 - (, V ®X5 = f4.5y.m,.2 +(( :( 184 = 959 5.5 +(, Job: FL)ST R C PnfAR )0906 Date: 1 g 1 Subject; 1 -4 - TE.L ='> 3 AREAS aNA L 1 "LED SEPER.q rE P _ ( i•t-, s' PZ —.3 k,d/ 1 44. 6 L(.0 L9 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com AREA V 1 . - DiRsa TI on/ S/IEAfR WALLS VA X3 (A -4 (2 0.5(16.2)( z /.2) = 75.5 Z75+ ? . 75 P2-y ( ao. 16,2X +( -1(,(q/,') _ =jc17 * /FT ( KEEP P1 -3) 3 + '1.25 1 " 6,5 + 17 V9,(z. = (2'1xi6, /2) 4 ( a� XI6.zX = ( P2 -3) . H . VOX _ (77 X j6.2X 2, 3 ( X 16.2'[ = 191 •/rr + 38 VsX3 = 27 Y 16. 33 4.)+ (18 2•0 = 210 /F`r y5, VeXIO = (18 X jam, 2 X 16/2 + 2) = 17'7 7 Li, 35 + c{ + 4 + L{ . z 5 Job: F05TF R G,OL COt.&I SE 1090CD Date: 10 /1610'2- B 7btA Subject. AT�RAL •P - - Np. P1 —co 7YP ti. P1 - $Ec.At t$E op THE (3uit- D ItiC7 5' SHAPES 45 ° W/ xtD 1.4›.4D 1A/ /LL No ComT2o1- ),J QI , ® S /N0E ffi u/ ERE EAC AxIALYZ En/0 ENTLY 1N ?HE X Di EC r,c,-J L7 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com OVE RTURN /Nei v. ) WALL I ll 1 / Y^ goo Y 23 8 Y, Y Y3 y Vs Y` Y7 Y6 Yq 1,0 �l „ yG9 X) aB )C 2 ! 7.55 X3% 9 4 X y 32y X S • • 55y .5 G G x g5 X q 2t0 „, 177 39 IN 1''to-r = ( 1AR = (Tx L) M = N1R T 1-1 1 75 lo ' 843 ; 1 535 l y ' 3/3 3G' 313 235 3G' 390 l y ' 3c o to 1 ' 1 3(. 3m t�{ 7' 7' Tr C K S.LO I . G 7 1, 75 11.80 II. �7 ` 8.44 5.yc. 5 ioy Co. IS C►.13 5. ca 3 3.99 10.5'7 G.23 3.2$ 5. L i 7 9 2 . tI "l Job; FOSTER. (-10 Liz c_N-4 L I >�� Date: 16)/ /&,0 gy. TD c.A Subject: L ATERAL HOLD DOT/ ( �) M5T� �fv MS VO P F? -; .s 2. PP 5TuD5 HpjLIA W / tyD $ • PriD 8 ��T3� c ) P. ti./ /41 DF at 1 pbyr NA NA. N D bA — I-/ /l • 2 S, T L- p 5 1D gA — w/3 sTvt PHD W D I'•! A ti✓ 4 D,= Ho at. v./ (3) zx 57LAPS N. 1.1 N 11;. I 2,S I N H _'> T= v H xCo DFpiI L S L9 * 1J 0? RCQ c. ,l h lo Q P csT VIA LL_ PI — et. Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 ofce@johnsonengineers.com 5N EATNI/II V32 P '. SIOE ►5/ PL i S IDE ) pc y t 5/DE 15/3 z PL-Y • stoES 16/3 PL 2 SiPES PANEL EIE . 2x FLAT 6LoUc ) y FLAT Bt. oc. FL AT BLOGk FLAT Bco_k �xH PLAT $LOG.k PAN E. L Err-E NA 1 - • (5 TA[,tt ERi�) Iodm CD /ode el loci o 3 to d O'1 loct ©3 No T ES ?o 501S7 •IZ 8Ldc1 < [, CoNE SIoE) Jo b• FoS iG(� C LtA R NocA.S Date: 10/2s /o By TD vt Subject• A7 A L S1-1 E4 2 \/A LL 5 c.1-1 E. DI.& LE Fly -EN OSL. Top PLATE T F(2A"uN /, ARovF A35 -Llas A 35 Ct,P5 i y 11 .C. (a' ' A35 CLIPS e (2) A3S cc4PS SILL PC-A, ( 1y "o.c 3 X (.)A CLIPS I ® II o.c. ( 3 /.NCHOR To Cb�G. 5 / Xio " A.2 Y 8"' a,C. 5/ pd x io "AB 18 " a. C. • 54 A /COB ta Ye f xcaB O,1 "o.c 5/8 NI loa'14.3 ® 18 "a.C. L9 VAzL0w *AT L9 COMPANY: David A. Clark Architects FAX NUMBER: 253 - 854 -7898 PHONE NUMBER: 253 - 813 -8877 NOTES /COMMENTS: Dave, Steve JOHNSON CONSULTING ENGINEERS, INC. 1380 112TH AVE. N.E. SUITE 100 BELLEVUE, WA 98004 (425) 454 -7137 FAX (425) 637 -2949 OFFICE @JOHNSONENGINEERS.COM RE: Foster Golf Club House FACSIMILE TRANSMITTAL SHEET TO: FROM: Dave Clark or Sheryl Stacy Steve Edmiston DATE: 03/11/03 TOTAL NO. OF PAGES INCLUDING COVER: 11 SENDER'S REFERENCE NUMBER: 10906 YOUR REFERENCE NUMBER: ❑ URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE Here is our response to the structural portion of the plan check The plans have been revised accordingly and will be sent under separate cover. If you have any questions, please contact our office. :' G'...+...:, i�.: .,'�:¶_.C..— ..'�i.- .:.M1:::.rti;. vitiji:i..,c::���.. .•�. ::ci r...4,I r'li:u}::.:...: I.....i,.4..i:r4 z March 10, 2003 H z re 2 To: Berryman & Hennigar ' U 720 Third Ave., Ste. 1200 v o Seattle, WA 98104 J = H Attn: Nelson Chao, Plan Check Engineer w O Fax: 206 -505 -3406 g Q CO RE: B & H #03- 001 -Tuk— Foster Golf Clubhouse, 13500 Interurban Ave. South = w Permit No. D 03 -042 z z �. H z I- w U0 This letter is in response to the plan check generated by your office regarding the above project. o F- Each item below directly relates to the corresponding item in the plan check. Our response = w pertains only to the structural portion of the plan check, and is as follows: u' W Z U = Dear Nelson Chao: Structural Comments Framing Plan: JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112th AVENUE N.E. SUITE 100 BELLEVUE, WA 98004 (425) 454-7137 FAX (425) 637 -2949 E -mail: office @johnsonengineers.corn S 1. Through deferred submittal, the truss manufacturer is to provide calculations and drawings showing all loads on trusses. See deferred submittals on sheet S101 and notes on roof framing plan S103. S2. Beam 3 on page B2 is not used. See beam calculation on page B22 of the structural calculations. S3. See included calculations for the beam sizes for the lower portion of the Hospitality Hall, pages 4 -8. Note all multiple stud posts shown on the plan at detail 19/S109 locations are equal to or better than a 6x6 DF# 1 post. S4. Not used structurally as a space frame. See also connection detail 19/S111. Job No. 10906 Page 1 of 10 S5. See general structural notes (S 101 note 26). Girder trusses support dormers, following note 26 specifications. Truss manufacturer shall submit shop drawings and calculations, stamped by a licensed Washington Structural Engineer, showing loading diagrams and stresses. S6. Posts have been designated on the foundation plan. L:;:: i. �i: iu.! uL:, fr.' r` x. i'.' / i;):-{ i:... r.�.�.Y::.:.y2�d�.u.+,�..y ^13i. °try'..`•, ",s'_ - �tiuASr..� ti?lii� iii}: z S7. The structural calculations show the unsupported lengths of the studs. a. E -W walls are 33' -8" tall per calculation pages W6 -W7. b. N -S walls have out -of -plane support from the adjacent lower roof diaphragms. The studs are connected to the adjacent diaphragms according to details 8 /S111 and 19/S111. The 24' -0" height is the maximum unsupported length of stud above the low roof diaphragms. See calculation pages W3 -W5 and wall elevations on sheet S107. S8. Manufacturer shall specify strapping and connections to the structure of the building so as to laterally brace the water tanks in a seismic event. Foundation: S9. This note has been added to the foundation plan: `Minimum 2' -0" structural fill under all footings and floor slabs, compact to 95% compaction per soils report.' See sheet S102. S10. Footing ties have been provided. See detail 7/S 109 and sheet S102. S11. Soil bearing capacity for slabs is shown on the foundation plan. See sheet S102 and included calculation page 9. S12. See item S6 above. S13. Detail 23/S109 is not used. Detail 15/S109 is the detail used for the patio footing detail. a. 4 - #6 vertical bars are provided in detail 16 /S 109, for a 0.012 reinforcement ratio. b. See item (a) above. c. See detail 16/S109 for tie reinforcement. Lateral Design: Job No. 10906 Page 2 of 10 S14. Total lateral design load used in the X- direction is 97.9 kips, which is greater than the Force F45 = 84.8 kips. Each area of the building was analyzed as a separate structure in the X- direction. a. See included calculation page 10 and pages L6 -L7 of the lateral calculations. b. The lateral calculations show that each area of the building has adequate lateral support by the shear walls located in each respective area. Therefore shear force is not required to be transferred from one area of the building to any other area. Even though the same labeling (X3) is used in both locations, no shear force is required to be transferred between the lounge area and the pro shop. Refer to the lateral calculations. c. Again, see explanation above. Shear is not required to transfer through space at the hospitality area. d. Toenails shown only in detail 1 /S110. Note also HI clips @24 "o.c. and clips per schedule shown in this detail. Note toenails are not used in the shear wall schedule. Job No. 10906 Page 3 of 10 S15. See 1997 UBC, fourth printing, Table 23- I1 -I -1, Footnote 3, for a shear wall total wall design shear of less than 600 plf, 2x plates may be used if anchor bolts are designed with half (1/2) the allowable shear capacity. S16. Shear wall widths shown in the calculations are wall pier widths. Force transfer is allowed around wall openings, utilizing details 16 & 17 /S110, at the E -W & N -S hospitality area walls and the E -W walls at the lounge. This allows a reduction in wall height according to figure 23 -II -1 of the 97 UBC. See revised roof framing plan S103. If you have any questions or concerns regarding our response, please give us a call. Sincerely, J. Clark Jo President n, S.E. Enclosures: page 4 -10 1 RES 10-22 —Oct $ Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com 24 L EVCL PLniv ( ► °3 ) Job: Foss 6oLp CLL(a 1 -IousE Date: 3 / /orD3 Bp Se Subject: P � AIV C /-/-cc Is <3 L ►'l f — ✓n Wt L E U, zjiow (WEs7 et-ev) L 6 X 9 2'p,%' L- 10' 8P3 /) = 88 pi" = /' , 2 p$I ( r" 1 -s P -÷ 13 61-ry 2 : Dam 14,4 LL KJA (. 4 Lc I'),5/ 4 0 r" ( f 20 ) C3%) -- 444 (am) = yDo �- S 128 ,/,L P ` (Ls 4-1 = 3S c7 2_661f7 = (03 (90 4 t Eigt..01 3 -- DIZ P20 5/it" 4a i 0 Elev. ) L- 10' (?. f 20)(39 = 30o0 4- 2 oo Sy DO # t= 8 ps4 + X2.5 -12 P so 4 2U _ 6 4- y - LdOR t-I 4 SO l l7M u/AL L 5 / w = (25 2_0)(2 l) f p s , (26') = 5 4-'2110 - 2 �If P (2_ s-t- o� ecylp6j = 2 -I- /9 S r m GL '/y klr / Vq GL 6' /q x /2 2. 4 fF - V C ( /yx't Section Name 8.75x9.0 Beam Width 8.750 in Beam Depth 9.000 in Member Type GluLam Load Dur. Factor 1.333 Beam End Fixity Pin -Pin Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Deflections DL DL DL Span= 10.00ft, Beam Width = 8.750in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 226.03 psi Fb 1,932.85 psi 2.22 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 19.03 fv Fv Center Span... Dead Load Deflection 0.000 in ...Location 10.000 ft ...Length/Defl 0.0 Camber ( using 1.5 " D.L. Defl) ... @ Center 0.000 in @ Left 0.000 in @ Right 0.000 in #/ft #/ft #/ft Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E LL LL LL Depth = 9.in, Ends are Pin -Pin 0.117 : 1 2.2 k -ft 19.0 k -ft at 5.000 ft at 0.000 ft 14.51 psi 253.27 psi Total Load -0.047 in 5.000 ft 2,548.38 Reactions... Left DL Right DL Title : FOSTER GOLF CLUB HOUSE Job # 10906 Dsgnr: SE Date: 2:59PM, 10 MAR 03 Description : PLAN CHECK Scope : BEAM DESIGN Rev: 560100 User: KW- 0601433, Ver 5.6.1, 25-Oct-2002 General Timber Beam Page 1 (c)1983 -2002 ENERCALC Engineering Software \ \blII\cadVobs \10906 \raks \beams_3- 10- 03.ecw Description BEAM 1- MIDDLE WINDOW HEADER (WEST ELEV.) BENDING ABOUT Y -AXIS General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements 10.00 ft ft ft 1,450.0 psi 190.0 psi 560.0 psi 1,600.0 ksi 178.00 #/ft #/ft #/ft Lu Lu Lu Maximum Shear * 1.5 Allowable Shear. 1.1 k 19.9 k @ Left 0.89 k @ Right 0.89 k Camber. @ Left 0.000 in @ Center •0.000 in @ Right 0.000 in 0.00 k 0.00 k Lett Cantilever... Deflection ...Length/Defl Right Cantilever... • Deflection ...Length/Defl Max 0.89 k Max 0.89 k Dead Load 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Beam Design OK I otal Load 0.000 in 0.0 0.000 in 0.0 Rev: 560100 User: KW- 0601433,Ver5.6.125.Oct -2002 General Timber Beam (c)1983-2002 ENERCALC Engineering Software Description BEAM 2 -OVER HALLWAY (SOUTH ELEVATION) L I General Information Section Name 6.75x15.0 Center Span 17.00 ft Lu 0.00 ft Beam Width 6.750 in Left Cantilever ft Lu 0.00 ft Beam Depth 15.000 in Right Cantilever ft Lu 0.00 ft Member Type GluLam Douglas Fir, 24F -V4 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.150 Fv Allow 190.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 34.000 pcf E 1,800.0 ksi [Full Length Uniform Loads Deflections Center DL Left Cantilever DL Right Cantilever DL Point Loads ea. oa Live Load ...distance Summary 3,500.0 lbs 9.500 ft i s 528.00 #/ft #/ft #/ft LL LL LL s ss •s •s lbs lbs lbs lbs 0.000 ft 0.000 ft 0.000 ft 0.000 ft Title : FOSTER GOLF CLUB HOUSE Job # 10906 Dsgnr: SE Date: 2:59PM, 10 MAR 03 Description : PLAN CHECK Scope : BEAM DESIGN Page 1 \\ bill \cadUobs \10906\ca cs \beams_3.10- 03.ecw Calculations are designed to 1997 NDS and 1997 UBC Requirements 400.00 #/ft #/ft #/ft lbs 0.000 ft Overstressed in Bending ! Span= 17.00ft, Beam Width = 6.750in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 1.065 : 1 Maximum Moment 60.2 k -ft Maximum Shear * 1.5 15.7 k Allowable 56.6 k -ft Allowable 22.1 k Max. Positive Moment 60.23 k -ft at 9.452 ft Shear. @ Left • 10.87 k Max. Negative Moment 0.00 k -ft at 17.000 ft © Right 11.61 k Max © Left Support 0.00 k -ft Camber: © Left 0.000 in Max © Right Support 0.00 k -ft @ Center 0.668 in Max. M allow 56.57 Reactions... @ Right 0.000 in fb 2,855.22 psi fv 154.77 psi Left DL 5.93 k Max 10.87 k Fb 2,681.85 psi Fv 218.50 psi Right DL 6.26 k Max 11.61 k s lbs 0.000 ft Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.446 in -0.843 in Deflection 0.000 in 0.000 in ...Location 8.636 ft 8.636 ft ...Length/Defl 0.0 0.0 ...Length/Defl 457.8 241.92 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.668 in ...Length /Defl 0.0 0.0 © Left 0.000 in @ Right 0.000 in I [General Information Il 560100 User: KW-0601433, Ver 5.6.1, 25-Oct-2002 General Timber Beam k ley: c)1983.2002 ENERCALC Engineering Software Description BEAM 3 -OVER PRO SHOP DOORS (NORTH ELEVATION) Section Name 6.75x12.0 Beam Width 6.750 in Beam Depth 12.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 34.000 pcf Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Deflections 1,4011.0 lbs 3,000.0 lbs 5.000 ft Summary DL DL DL Ibs Ibs 0.000 ft 216.00 #/ft #/ft #/ft los Ibs 0.000 ft Span= 10.00ft, Beam Width = 6.750in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,264.00 psi Fb 2,760.00 psi Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 " D. @ Center @ Left @ Right Dead Load -0.080 in 5.000 ft 1,507.2 L.Defl)... 0.119 in 0.000 in 0.000 in 0.458 : 1 17.1 k -ft 37.3 k -ft 17.06 k -ft • at 5.000 ft 0.00 k -ft at 10.000 ft 0.00 k -ft 0.00 k -ft 37.26 fv 71.12 psi Fv 218.50 psi Total Load -0.148 in 5.000 ft 812.04 Title : FOSTER GOLF CLUB HOUSE Job # 10906 Dsgnr: SE Date: 2:59PM, 10 MAR 03 Description : PLAN CHECK Scope : BEAM DESIGN Page 1 \ \bill \cad Jobs\ 10906 \calcs \beams_3.10- 03.ecw Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 10.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F -V4 Fb Base Allow 2,400.0 psi Fv Allow 190.0 psi Fc Allow 560.0 psi E 1,800.0 ksi LL LL LL Reactions... Left DL Right DL Ibs Ibs 0.000 ft 50.00 #/ft #/ft #/ft Lett Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Ibs Ibs 0.000 ft Maximum Shear* 1.5 5.8 k Allowable 17.7 k Shear. @ Left 4.13 k @ Right 4.13 k Camber. @ Left 0.000 in @ Center 0.119 in @ Right 0.000 in 2.38 k Max 4.13 k 2.38 k Max 4.13 k Dead Load 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft lbs Ibs 0.000 ft Ibs Ibs 0.000 ft Beam Design OK I otal Load 0.000 in 0.0 0.000 in 0.0 �.iawy :tea Y Rev: 560100 User: KW- 0601433, Ver 5.6.1, 25-Oct-2002 (c)1983 -2002 ENERCALC Enolneerin9 Software Description BEAM 4 -DOOR HEADER (SOUTH ELEVATION) General Information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads Lead Load Live Load ...distance Summary Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow ft) 858.25 psi Fb 2,760.00 psi Deflections 6.75x9.0 6.750 in 9.000 in GluLam Loads 1,9bU.0 lbs 2,483.0 lbs 2.500 ft Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5' D. © Center © Left © Right DL DL DL 1.150 Pin -Pin 34.000 pcf lbs lbs 0.000 ft 248.00 #/ft #/ft #/ft General Timber Beam lbs • lbs 0.000 ft Span= 5.00ft, Beam Width = 6.750in x Depth = 9.in, Ends are Pin -Pin Max Stress Ratio 0.313 : 1 Maximum Moment 6.5 k -ft Allowable 21.0 k -ft Dead Load -0.017 in 2.500 ft 3,553.2 L.Defl)... 0.025 in 0.000 in 0.000 in 6.52 k -ft • at 2.500 ft 0.00 k -ft at 5.000 ft 0.00 k -ft 0.00 k -ft 20.96 fv 68.30 psi Fv 218.50 psi Total Load -0.033 in 2.500 ft 1,819.47 Title : FOSTER GOLF CLUB HOUSE Job # 10906 Dsgnr: SE Date: 2:59PM, 10 MAR 03 Description : PLAN CHECK Scope : BEAM DESIGN Calculations are designed to 1997 NDS and 1997 UBC Requirements I Center Span 5.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F -V4 Fb Base Allow 2,400.0 psi Fv Allow 190.0 psi Fc Allow 560.0 psi E 1,800.0 ksi LL LL LL Reactions... Left DL Right DL lbs lbs 0.000 ft 50.00 #/ft #/ft #/ft lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear. Lett Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length/Defl Page 1 \ \btlgcad \10906 \talcs \beams_3- 10- 03.ecw' 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft Beam Design OK 4.1 k 13.3 k @ Left 3.00 k © Right 3.00 k Camber. © Left 0.000 in @ Center 0.025 in @ Right 0.000 in 1.63 k 1.63 k Max 3.00 k Max 3.00 k lbs lbs 0.000 ft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 i Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 ofce@johnsonengineers.com 84 L)Ck'ICI_ u.so-G& CSI( GbLF cmty i Et? ex, L) - L. E : = ( 3) 2000 W ttfEL = 13 33 669- ' 11 wea- P &4 /MG 4;e E1f- A ;b: C_ (9(0`7- 12 ' 7/ y 16 Job: Datet Subject* rosTeg.. 60L CL us Ho u.tE '3/9/0 By' SC PLAID+ CW cK • ..:..L ,......:::.,.:. Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, WA 98004 -3710 Phone (425) 454 -7137 / Fax (425) 637 -2949 office@johnsonengineers.com Foi z E 41 / et) ((L u cri D tit • s - (QtAvrix kc ofn( 6 0 /4-s (3) S Ef &u 1L O /Ht G IA/ K. • Kl o 5 i i i e t of Al & c o / u s P-14 . , 13 1,l 1 L l wn" � 70 �L SCE C247 %)(2g') 16,5. ' 6:5'1) 2-o ') v 6 ` (!lp69 )(.. ly') v i, L 1) L68') oieda.21 U x „ ▪ 1 f) C /L, s) 0ss)(s,sj • i 7)L 30, - /r) Uis U • ( � N it Z 6 C. 7q fL -47u C'-> C.k Lo Job: FDS7Efe- G 1)L F CL-uL 6 aie" Date: 3 a By • Subject• iA s o N E-74-CH 1 v 9 7,1 k 5% Fw f3Y, 8 o A 1E-4 Lo4Q (. si46c 16-417 03/19/2003 13 :53 4256372949 JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112th AVENUE N.E. SUITE 100 BELLEVUE, WA 98004 (425) 454-7137 FAX [425) 637 -2949 9 -moll: office ejohnsonengineers.com March 19, 2003 To: Berryman & Hennigar 720 Third Ave., Ste. 1200 Seattle, WA 98104 Attn: Nelson Chao, Plan Check Engineer Fax: 206 -505 -3406 RE: 13 & H #03- 001 -Tuk— Foster Golf Clubhouse, 13500 Interurban Ave. South Permit No. ID 03 -042 Dear Nelson Chao: This letter is in response to the phone conversation of today, 3/19/03, regarding the tall stud walls at the hospitality area of the Foster Golf Clubhouse. We reviewed the capacity of the LSL 1.5 x 11.875 @ 16 "o.c. studs and found that they are adequate. See the included calculation pages 2 -3. Regarding the height to width ratios of the wall piers at these tall walls, we adjusted the horizontal strapping details to allow for force transfer around the opening. Note that we changed the strap designation to CMSTC16 coil strap. See the included calculation and details on page 4-6. If you have any questions or concerns regarding our response, please give us a call. Sincerely, f�l J. Clark Johnso , S.E. President Enclosures: pages 2 -6 - DAVE CA-4(t.K 253 BS f- 7898 J C JOHNSON PAGE 01 0 3 FMK* 10=22 c �� Job No. 10906 Page 1 of 6 03/19/2003 13:53 4256372949 ! Rev: 560100 1 User: KW-0601433, Ver 5,6,1, 25-Oct-2002 c 1983-2002 ENERCALC En. Meal • Software Description : General Information Loads Notes Axial Load Eccentricity Applied Moment Max. Design Moment Summary fbx : Flexural F'bx : Allowable Interaction Value 1 0.000in Fc : X-X 522.49 psi Fc Y-Y 1,950.00 psi Pc : Allowable 522,49 psi * Load Our Factor 522.49 psi F'bx 2,249.72 psi F'bx " Load Duration Factor 2,249.72 psi Timber Column Design AT ENTRY WALL (3 '-8' Wood Section LSL 1,5)0'1,875 total uoiumn Height Rectangular Column Load Duration Factor Column Depth 11.88in Fc Width 1.501n Fb Manuf E Elastic Modulus 0,00 psi 2,249.72 psi 0.0462 Truss Joist - MacMillan, TimberStra Dead Load 160.00 lbs 0,00 in-Of 0.001n-# J C JOHNSON PAGE 02 Title : FOSTER GOLF CLUB HOUSE Job # 10906 Dsgnr: SE Date: 9:33AM, 19 MAR 03 Description : PLAN CHECK Scope : BEAM DESIGN Page 1 1b111 cad obs 10906 cal beams 3-10-03.ecw Calculations are designed to 1997 NDS and 1997 UBC RequIremenil Le for Axial 33.67 ft Le YY far Axial 0.00 ft Lu XX for Bending 0.00 ft 33.67 it 1.00 1,950.00 pal 2,250.00 psi 1,500 ksl Live Load 270.00 Ibs 0.00 in-# 0,001n-# Using : LSL 1,5x11.875, Width= 1.50in, Depth= 11.88in, Total Column Ht= 33.67ft DL + LL DL + LL + ST fc : Compression 24.14 psi 24.14 psi Fc : Allowable 522,49 psi 522.49 psi 716.29 psi 2,249.72 psi 0.3354 For Axial Stress Calcs... Cf : Axial Axial XX k Lu / d Axial Y-Y k Lu / d Calculations are designed to 1997 NDS and 1997 UBC Guidelines Section databases have been updated as of 2-Apr-1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBS values on 2-Apr-1999 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", "No.1", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth 4= 7", Le = 2.06 • Lu When 7" < beam depth 4:- 14.3" , Le = 1.62 * Lu + 3d When beam depth > 14.3" , Le = 1,84 * Lu Short Term Load 0.00 Ibs 25,252.00 in-ft 25,252.00 in4 DL + ST 8.98 psi 522.49 psi 716.29 psi 2,249.72 psi 0.3241 Column OK 1.000 34.02 0.00 111 , ttress Details For Bending Stress Wes- Max ICU d 50,00 18.61 Actual k*Lu/d 11.00 Min. Allow kLu / d 1,000 Cf:Bending Rb : (Le d / bA2) ^.5 1.000 i • 03/19/2003 13:53 4256372949 User: KW-- 0601433, Ver 5.6.1, 25.0ct 1983.2002 ENERCALC En • Ineerl • Software escription FRONT EN RY TA L ;General Information Full Length Uniform Loads Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 1 Center Left Cantilever Right Cantilever summary LSL 1.6x11.875 1,500 in 11.875 in DL DL DL 1.330 Pin -Pin #/ft #Ift # /ft LL LL LL Scope: General Timber Beam Canter Span Left Cantilever Right Cantilever Truss Joist - MacMillan, Fb Base Allow Fv Allow Fc Allow E Span= 33.67ft, Beam Width = 1,500in x Depth = 11.675in, Ends are Pin-Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max fp Left Support Max c Right Support Max. M allow fb 713.89 psi Fb 2,992.50 psi Deflections enter - pan... • ea • 00 Deflection 0.000 In ...Location 33.670 ft ...Length /Deft 0.0 Camber ( using 1.6 ` D.L. Defl ) ... @ Center 0.000 in e Left 0.000 In @ Right 0,000 in 0.239 ; 1 2.1 k -ft 8.8 k -ft at 16.835 ft at 0.000 ft 2.10 k -ft 0.00 k-ft 0.00 k -ft 0.00 k -ft 8.79 fv 19,81 psi Fv 379.06 psi o a oa -1.363 in 16.835 ft 296.43 J C JOHNSON PAGE 03 Calculations are designed to 1997 NDS and 1997 UBC Requirements I Reactions... Left DL Right DL Title : FOSTER GOLF CLUB HOUSE Job # 10906 Dsgnr: SE Date: 9:33AM, 19 MAR 03 Description : PLAN CHECK Maximum Shear * 1.5 Allowable Shear: an 33.67 ft Lu ft Lu ft Lu TlmberStrand 1. 2,250,0 psi 285,0 psi 650.0 psi 1,500.0 ksi 14.80 #/ft # /ft #Ift 0.00 k 0,00 k ever... Deflection ..,Length /Defl Right Cantilever... Deflection ...Length /Deft BEAM DESIGN Page 1 \ \bill cad obs \10906 \calcs\beams 3- 10- 03.ecw 0.00 ft 0.00 ft 0.00 ft Beam Design OK 0,4 k 6.8 k Left 0.25 k @ Right 0.25 k Camber: @ Left 0.000 in @ Center 0.000in Right 0.000in Max 0.25 k Max 0.25 k ea + oa 0.000 in 0.0 0.000 in 0.0 o a oa 0.000 in 0.0 0.000 in 0.0 . w..+ �MiI.^{r:auti.YilL111u'l�o.' • 03/19/2003 13:53 4256372949 Johnson Consulting Engineers, Inc. 1380 - 112th Ave. N.E. Suite 101 Bellevue, W.A. 98004-3710 Phone (425) 454-7137 / Fax (425) 637 -2949 offIce@johnsonengineera.com by( Adz.) 0 ICJ a� /t '�'�'1 J a c+ 04' 1- 4 /4 1 S 1 - / 4 1 ( ' 4- • . 1 #- p t it. C C 7' 772 ft-PVS Pciz OF SWEW • 1-/34, ��� 1 ) •p As A'! 5 7 R' GC r Frte: /3. C 4 2 7 2. J C JOHNSON PAGE 04 Job; _ Date :._ •- ay: Subiect:_. r 4. 1 1 ',Y O Q f i '' O c.,r t 1 4 . ) € C d'l S 7-C / 6. it 1---- .- 4......... _... !.................__u Cor � z 4' A:60vE t 'Lcty 1 i , ��,_6,„ i � 1 1 22. -eV' ... . Z 7 t . - /60 /5/(0 4, 17 /St to • • • • • 03/19/2003 13:53 4256372949 SHEATH & NAIL ABOVE OPENING PER SHEAR WALL SCHEDULE BLOCK BEHIND ALL STRAPS WHERE MEMBERS DON'T OTHERWISE OCCUR s' / J C JOHNSON PAGE 06 0 CMSTC16 STRAPS ABOVE OPENING OVER PLYWOOD 24" ELEVATION SHEAR WALL .,,____ PER PLAN FULLY NAIL STRAP EXTENSION A\ OPENING IN SHEAR WALL NAIL HALF OF HOLES NOTE: THIS DETAIL APPLIES WHERE SPECIFICALLY CALLED OUT ON PLAN. 10906 -21 03/19/2003 13:53 4256372949 CMSTC1 6 COIL- STRAPS ABOVE & BELOW OPENINGS OVER PLYWOOD- A WHERE MEMBERS DON'T OTHERWISE OCCUR J C JOHNSON PAGE 05 • OP ELEVATION 24" SHEATH & NAIL ABOVE & BELOW OPENING PER SHEAR WALL SCHEDULE FULLY NAIL STRAP EXTENSION NAIL HALF OF HOLES L\ OPENING IN SHEAR WALL 10906 -20 ■41 :w%- , ;�.:, :sa.:.. '�� ++�:eAla:i.+::v%rSctitiw: iAtt� . u w : n. a. i l� : ., a. r: ila1 t . • aiittzu l.. u 4« ; :34.41 Location Moot/room no.) - Fixture Description Number of Flxturea Watts/ Fixture Watts Proposed Tukwila, WA !0140 A(tplirtlnt NAmP: Tukwila Parke and Recreation Department Applicant Addre9s; 12424 42nd 0 / Tukwila, Mla SS16l Applicant Phase: 20x- 7x7 -2343 APPROVED _ Type 'AC' - 'Stecmaed 1o..- voltage flood 47 50.0 2350.0 woraslop Type 'AC1' - Rocossed low- volt.ga spot 38 50.0 1900.0 COSlereaee APR 1 ii ;�1;13 Typs 'Acs' - Reeessad low - .alto,. global 22 50.0 1100.0 Reetaer.at . r .r, It Typo 'ACIl' - Recessed low- voltage slot AP 6 50.0 300.0 1ata11 Type 'ht' - Decorative Pendent 3 525.0 1575.0 cameo , coulee , )t".fl!1.; cIUltl.. ,. . wash Type 'API - Decorativ. readiest 4 240.0 960.0 15425.0 Typs 'AP2' - wcorative rea4aat 4 300.0 1200.0 Type 'MCI' - low- vnitg. pendant 5 50.0 250.0 Type 'APW2' - lost-voltage pendant a 50.0 400.0 1e! floor ge pea4t Tyr. '&P07' - low- volta w 1 50.0 50.0 Type 'arr. - ran light . 2 180.0 360.0 Type 'A*C2' - wall meows 1 60.0 60.0 Type '411163' - wall sooaoe 21 60.0 1260.0 Typo 'VC' fluorescent 4walight 24 30.0 720.0 Type • vtu/rr.r' - 2' s 4 • OW 10 62.0 620.0 Typs 'PS4' - 4• strip 5 62.0 310.0 Type *roe* - o' strip 9 124.0 1116.0 type •rmeA- - wall bracket 2 62.0 124.0 Tyne '81110• - wall seance 17 30.0 510.0 Project Info teeter Llaks Coif Course t ' RECEIVED pr - IVE p c 2/3/2003 11900 interurban Avenue S For Building D Use FEB 0 `! �U i3 PERMIT V CIV I Ch Tukwila, WA !0140 A(tplirtlnt NAmP: Tukwila Parke and Recreation Department Applicant Addre9s; 12424 42nd 0 / Tukwila, Mla SS16l Applicant Phase: 20x- 7x7 -2343 Alteration Exceptions (check approprlate box) • No changes are being made to the lighting ❑ Legs than 60% M the flxtures are new, and Installed Ilghting wattage Is not beln• Increased Maximum Allowed Lighting Wattage (Interior) FILE COPY Location Moor /roan no.) OccupaI!4f ip ib)>j�WIE A Watt ! - area'nllt'k aP i � dS x . APPROVED _ " cart earn woraslop 1.50 1900.0 2850.0 Nestia, Melia COSlereaee APR 1 ii ;�1;13 2.00 2180.0 4360.0 Reet.urast Reetaer.at . r .r, It 1.00 3300.0 3300.0 Pro shop 1ata11 1. 50 1650.0 2475.0 Pao spaces cameo , coulee , )t".fl!1.; cIUltl.. ,. . wash 0.00 3050.0 2440.0 " From Table t5-1 (over) - document all exceptions on town LTG -LPA Total Allowed Watts 15425.0 IL SENT,BV: J OMEGA ENGINEERING, INC.; 2068554601; FEB -3 -03 4:00PM; 'Project Description 0 New Building ❑ Addition ❑ Alteration Lighting Summary LTG -SUM 1991 Wasnington its Nonresidential Energy Code Compliance Farms Compliance Option Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for interior) 1997 Washin' on State Nonresidential Energy Code Com' Iiance Form Q Prescriptive 0 Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) s[ asF1! aw: rsmx+ r�N�a��a .Y+rxrra�++t:ix�+~Fr;nrRo�? PAGE 2 Trot Edmon - June. 1998 Location Fixture lescription Number of Fixtures Watts/ Fixture Watts Proposed type '1C' - ■ID doualigat 8 82.0 656.0 Type 1 1C1' - /ID dw.light 5 82.0 410.0 Total Proposed Watts mtty not exceed Taal Allowed Watts for Interior Total Proposed Watts Maximum Allowed Li ; htin: Watta : e (Exterior) 15165.0 4 Location A Descdp6on Allowed Watb per ft' or per 0 Area in ft (or If for perimeter) Allowed Watts x ft' for x In Cowered Parking 80.0 0.2 W/ft type 'DO' - groiN out liature 12 Open Parking 2160.0 0.2 W/ft 119000.0 23800.0 Ouktoor Areas o.teoor patio - covered 41 ■1er 0.2 W/1(' 3030.0 606.0 Bldg. (by facade) 0.25 W/fr Ty '$t' - •lba -light Bldg. (by perm) Tara. p•ri•.tes 7.5 W/II 715.0 5362.5 N01e: for bolding etderior, choose either the facade area or the perimeter method_ but not both) Total Allowed Watts 29768.5 Location Fixture lescription Number of Fixtures Watts/ Fixture Watts Proposed type '1C' - ■ID doualigat 8 82.0 656.0 Type 1 1C1' - /ID dw.light 5 82.0 410.0 Type 'NW' - lib ..11- .oust.a 4 82.0 328.0 Type ' lr.l' - MIS v,.11- .o..t.d 1 90.0 80.0 type 'DO' - groiN out liature 12 180.0 2160.0 Typo 'SOX' - gs e.. .sated fixtmgru a 100.0 800.0 a71r- 'NOV - grorrae- sagged [lxtere 2 170.0 340.0 Ty '$t' - •lba -light 6 40.0 240.0 Type 0 1112' - .lg. light 6 40.0 240.0 Tara '012' - poet light 5 115.0 575.0 Typo '125' - Area llelt 16 285.0 ` 4560.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 10389.0 BENT BY: J OMEGA ENGINEERING, INC.; 2068554601; FEB -3 -03 4 :01PM; Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) PAGE 3/5 Me' LPA WO) u+»' LPA (Molt Paireing, wanking, carpentry. machine elope 2.3 Police and fire stations" 1.2 Barber slops, beauty shops 2 Atria (alums) _ 1 Hate banquoytconferencarmdllblton had'' _ 2 Assembly Goatee °, auditoriums. avrrnaeia theaters t Laboratories 2 Process plants 1 Akaaft repair hangars 15 Reeleurantalbers - 1 Cafeterias, fast food establishments. 1.5 - Refer AN 1 Factories, wcrtldaope, handling antes 1.5 Retail p' Read hardenq 1.5 Gas stations, auto repair shape 1.5 15 Locker aate/er shower roadies Walydoueeu ", Stange areas 0.8 0.5 Inatilutio<ra Larrados 13 Aircraft storage hangers 0.4 Nursing twines 1.5 Parking garages urat n Wrt Wholesale stores (pallet rack shelving) 15 Milt crncousea 1 Planar Sublirdeed for Common Areas Olney Schools buildings. school classroom's, daycare maims • 1.35 Common area, corridors. lobbies (swept mall concourse) 0.8 Laundries 1.3 To lactate* and waddwanr7 0.8 Office buildings, office/administrative anew In facedec, of other use Was (notary but not instal to schools, hospilds. institutions. museums. banks. churdrae)s'•" 12 Prescriptive Spaces Demeanor 0 Warehouses, Storage areas or aircraft storage hangers Q Other Qualification checklist Note: tt occupancy typo is 'Other sold imaue answer is attacked. the number of Mures In the space anal limited by Code. Cloy Indicate Mew spaces on plans. h not queened. too LPA Calculations. Lighting neuron: ❑ check here It at least 95% of Mantes In the Space meet all four criteria: 1. Fixtures we tIuore cent, non. lensed, with only one or lvo lamps, and 2. Lamps are T-s, T-6. T-13 or PL, and 3. Lampe are 5-50 Watts. and 4. Ballasts are electronic ballasts SENT BY: J OMEGA ENGINEERING, INC.; 1997 W 2068554601; FEB -3 -03 4:01PM; State Nonresidential Enef Code . nos Form Lighting Summary (back) LTG -SUM Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting PAGE 415 Footnotes for Table 15 -1 1. in cases in which a use is not mentioned specifically. the Unit Power Allowance shall he determined by rho building official. This determination shall be biscd upon the most comparable use specitied in the table. See Section 1512 for exempt area;. 2. Tile watts per square foot may be increased, by two percent per foot of ceiling height above twenty fcet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per spare foot of roots may he increased by two pertxnt per foul of ceiling height above twelve. (ccl. 4. For all other spaces, such as seating and common wrens, use the Unit Lighl Power Allowance for assembly. 5. Welts per square foot drown may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area undel canopy. 7. In Cases in which a lighting plan is submitted for only a panlnn of a (Item, ■ Unit lighting Power Allowance of 135 maybe used for usable office floor arca and 0.80 wafts per square fool shall he used flit the Cnmmttn erl:aa, which may include elevator space, lobby area and rest rooms. Common areas, as herein Defined do not include matt concourses. 8. For the fire cnginc room, the Unit Lighting Power Allowance is 1.0 walls par square foot. 9. For indoor sport tournament Courts with adjacent spectator sealing, the tinit lighting Power Allowance for the eoun areu is 2.6 watt: par square fool. Ill. For both Retail A and Retail B, light fur free - stamping display, building showcase illumination and display window illumination installed within two feet or thc window arc cxcmpt. Retail A allows N (Unit lighting Power Allowance of 1.0 waits pet square fool, Ceiling mounted adjustable tungsten halogen and 1111) merchandise display iiluminsides are excmpi. Retail Ii anima a Unit Lighting Powet Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan. indicating rack location end height. is submitted, the square footage for a warehouse may be delisted, (or computing the interior unit righting 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 flour urea nor covered by racks. 41 Z } re W QQ J U O 0 ILJ tn0 F- W O g Q N = "±" Z F- F- ZO W • W • (:) O N O 1- W W H � O Z W c o 0 Z Lighting 106► ellaltaleglon Stale Permit Plans Checklist Norxtattantat MEIN Code Complanat Faml LTG -CHK FbN Etilion - Juno 1990 ProieCl Potter Linke Golf Coors. 1Date 2/3/2003 11* following information is necessary to check a lighting permit applicahon for comgNanc a with the fighting requirements in the 1994 Washington Stale Nom Energy Coda. Ap cabiMy (yes. no n. e-) Code 1 Sect (Component IInfonn3tion Rcquind LuuUtxt 1 on flans Budding Department l Notes LIGHTING CONTROLS (Section 151 yet 1513.1 Local COnIroYaccess Sdtadule With type. indicate locations 1141 Yee 1513.2 Are+ controls Medr um limit per switch 1141 o. a. 1513.3 Daylight zone control Shcecule wih type and features. kxfcate locations O.A. vertical glazing Indicate vertical glazing on plans o -•• overhead &zi g Indicate overhead glazing on plan Yes 1513.4 Displayievhib/epecial Indicate separate Controls E141 - 1513.5 Exterior shut-off Schedule with type and features, indicate location yen (a) dmsr wlbackup Indicate locellon 1141 Yes (b) Photocell. Indicate location 1020 1513.6 Inlet. auto stmt -off Indcela location yes 1513.6.1 ' (a) oocup. sensors B hsdhle with type and focalons 1141 n. a. 1513.62 (b) auto. switches SChedute with type and feakres (back -up, override capability); Indicate size of zone an plans __ 'yes . Lighting Sum. Form Completed and attached. Schedule with fixture types, lampS. ballasts, watts par Indtre 1002 . o.o. 1 1Elec motor efficiency 'MEd-1440T or Equipment Schedule with bp. rpm. efficiency I 1 SENT BY: J OMEGA ENGINEERING, INC.; 2068554601; FEB -3.03 4:01PM; 1997 Wals1>Rtgton Stale Nonresidential Eneitn► Code CompNence Form if "no' is circled for any question, provide explanation: PAGE 5/5 Opaqud totiVreteniggspirirOitaN 9 et41 Insulation on interioi :mazirir'irin Otiii6tgrig WWI C' T 1 Insulation on exterior or integral - m mu U -fa ctor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC ? 9.0 Btufft °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) U- factor N/A All Other Roofs Applicant Address: 11737 SE 256TH PL. , KENT, WA 98031 N/A CITY OF TUI.ciNILA PITT : Below Grade Walls N/A Floors Over Unconditioned Space li; iLiJ C`s'J Slabs -on -Grade R -0 Radiant Floors N/A Maximum U- factors Opaque Doors 0.600 Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic For Building Department Use RECEIVED CITY OF TIJKWILA ' F E B 0 4 2003 PERMIT CENTER R -30 All Other Roofs Applicant Address: 11737 SE 256TH PL. , KENT, WA 98031 N/A Opaque Walls' R -19 Below Grade Walls N/A Floors Over Unconditioned Space N/A Slabs -on -Grade R -0 Radiant Floors N/A Maximum U- factors Opaque Doors 0.600 Vertical Glazing 0.490 Overhead Glazing N/A Maximum SHGC (or SC) VerticaUOverhead Glazing 1 0.510 Project Info Project Address FOSTER LINKS GOLF cotrRsE Date 2/1/2003 13soo INTERURBAN AVENUE SOUTH For Building Department Use RECEIVED CITY OF TIJKWILA ' F E B 0 4 2003 PERMIT CENTER TUKWI A, WA 98168 Applicant Name: DAVE CLARK AIA Applicant Address: 11737 SE 256TH PL. , KENT, WA 98031 Applicant Phone: (253) 813 8877 2001 Washington State Nonresidential Energy Code Compliance Fortes 2001 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 1 ENV -SUM 'Project Description New Building Addition ❑ Alteration ['Change of Use Compliance Option Semi - heated space Roofs Over Semi - Heated Spaces 1N/A 1. Assemblies with metal framing must compl with overall U -fa ors 2. Refer to Section 1310 for qualifications and requirements Notes: yr, n4 ❑ Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) Minimum Insulation R- values 7)03- Revised June 2002 KJM ❑ ENVSTD 2.1 ❑ Systems (4.0 not acceptable) Analysis Space Heat Type 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. Concrete/Masonry Option Q Electric resistance 0 All other (see over for definitions) Total Glazing Area (rough opening) (vertical & overhd) Electronic version: these values are automatically taken from ENV -UA -1. Gross Exterior divided by Wall Area times 100 equals % Glazing 1811.0 11093.0 X 100 = 16.3% Q yes no 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 qualif assembly beiow. orY A!I Insulating Installed? Opaque Wail R -11 Masonry Wall (int) 110.19 Masonry Wall(other) 11025 Below Gd Wall (ext) R -10 Below Grd Wall (oth) R -11 Root Over Attic R-30 M Other Roof R -21 Raised Floor R -19 Slab-On-Grade R -10 Radiant Floor R -10 Opaque Dar U-0.60 Glazing Criteria Met? Glazing Vert OH 1.00 Area % UVal UVal SHGC 0-l0% 0.90 1.45 1.00 10-15% 0.75 1.40 1.00 15-20% 0.65 1.30 0.80 20-25% 0.60 1.30 0.45 M Insulating Installed? Opaque Wall R -11 Below Grd Wall (ext) R -10 Below Grd Wall (oth) R -11 Roof Over Attic R-30 M Other Roof R -21 Raised Floor R -19 Slab -On- Grade R -10 Radiant Floor R -10 Opaque Door U 0.60 Glazing Catena Met? Glazing Vert OH Area % UVOI UVal SHGC 0-15% 0.90 1.45 1.00 15-20% 0.75 1.40 1.00 20-30% 0.65 1.30 0.65 30-40% 0.60 1.30 0A45 M Insulating Installed? � WIN 8 rSw�No o 0 11111 1 H L! i ! 1 Glazing Criteria Met? Glazing Vert OH Area % UVOI UVal S 1GC 0-20% 0.40 0.80 1.00 1 Envelope Summary (back) Climate Zone 1 ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms 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. Decision Flowchart for Prescriptive Option 1302 Space Heat Type: For the purpose of determining buildrrg envelope requirements, Me following two categories comprise all space heating types: Other. All other space heating systems inducting gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) Yes No Yes 0 2001 Washington State Nonresidential Ene r Code Compliance Form No Yes Yes Revised June 2002 itJM Electric Resistance: Space heating systems which use electric resistance START ) elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Wltt of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. 1{, Prescriptive Path Allowed Yes Component Performance or Systems Analysis Required Yes Yes No No Yes N o Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag HC " Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area Metal Framed Wall Other Opaque Wall Below Grd Wall (ext) Below Grd Want (oth) Roof Over Attic Al Other Roof Raised Floor Stab-On -Grade Radiant Floor Door Glazing Vert 011 Area % UVal UVal SHGC 0-20% 0.40 0.80 1.00 Yes Yes U .0.062 R -19 R -10 R -19 R-38 R-30 R -30 R -10 R -10 U 0.60 '1f the area weighted 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, use Section 1009. Envelope - General Requirements 1311 Insulation 1311.1 Installation Requitremenls: AI insulation materials shal be installed according to the manufacturers instructions to achieve proper densities, maintain clearances, and maintain uniform R- values. To the maxirnum extent possible, insulation shall extend over the ful component area to the intended R- value. 1311.2 Roof/Ceiling Insulation: Open -blown or poured loose- fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shal be provided so as to deflect the incoming air above the surface of the insulation Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced bait insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty -four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty-four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty-four inches or to the frostiine, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shat extend downward from the top of the slab to the bottom of footing 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty-six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty-six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil. Where a sot gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. 2001 Washin on State Nonresidential Ener. f Code Com • Iiance Form • Building Permit Plans Checklist 2001 Washington State Nonresidential Energy Code Compliarre Fonns ENV -CHK Revised June 2002KJM Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U -factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable akemate for compliance with solar heat gain coefficient requirements. Shading coeffidents for glazing shall be taken from Chapter 27 of Standard RS-27 or from the manufacturers test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R-value between it and the conditioned space. 1313.2 RooflCeifing Assemblies: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof / ceiing assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck 1313.3 Walls:Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separatingconditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Buikfng assemblies used as duds or plenums shall be sealed, caulked, and gasketed to limit air leakage. Building Permit 2001 Washington State Nonresidential Plans Checklist Energy Code Compliance Forms ENV -CHK Revised June 2002 KJM Project Address FOSTER LINKS GOLF COURSE 'Date 2/1/2003 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability ) (yes, no, n.a. Code komponent Section Information Required I eq Location `Building on Plans I Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed yes 1302 Space heat type: Other If "Other", indicate on plans that electric resistance heat is not allowed Mloi n.a. 1310.2 Semi - heated spaces _ Semi - heated spaces identified on plans ifailowed N/A 1311 Insulation yes 1311.1 Insul. installation Indicate densities and dearances A - 301 SPEC. 07200 yes 1311.2 Roof /ceding insul. . Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts A - 301 SPEC. 07200 yes 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as recess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; A - 301 SPEC. 07200 n.a. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents N/A no 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected NONE n.a. .1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official N/A yea 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area SEE ENCL. yes 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, lowe , coatings, gas fillings A - 602 A - 601 yes 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted _ calculations as necessary) A - 602 SPEC. 08620 1313 _ Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side A - 301 yes 1313.2 Roof /ceding vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood stun. A - 110 A - 301 yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section A - 110 A - 301 n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section N/A n. a. 1313.5 Crawl space vap. ref. Indicate six mil black polyethylene overlapped 12" on ground N / A 1314 Air leakage yes yes 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping A - 110 1314.2 Glazingldoor sealing Indicate weatherstripping SPEC. 07210 n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing N/A PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330-34) yes Envelope Sum. Form _Provide Completed and attached. Provide component performance worksheet if necessary ENVSTD 2.1 screen 1 output if necessary SEE ENCL. 1 2001 Washington State Nonresidential Energy Code Compliance Form If "no" Is shown for any question, provide explanation: NO SLAB INSULATION PROVIDED, COMPONENT METHOD USED OG= Proposed SHGC SHGC' x Area (A) = SHGC x A VG= 1811.0 ID: ID: ID: ID: ID: ID: Imo= 14856.0 1.000 1811.0 1811.0 9219.0 I 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 6uizeio ID: ID: ID: ID: ID: ID: 0.510 1811.0 923.6 1.000 1811.0 1811.0 Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 >20 -30% not allowed 0.65 >30-40% not allowed 0.45 (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals 1811.0 923.6 Totals! 1811.0 1811.0 Climate Zone 1 ENV -SHGC 2001 Washington State Nonresidential Energy Code Compliance Forms 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 I 11093.0 I )( { 40.0% 1 _ 1 100 ( = I 4437.2 I 4437.2 I Roofs over Attics Other Roofs Walls' Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Target OG Area in Roofs over Attics 2001 Washington State Nonresidential Energy Code Compliance Form Max Glazing Area (Table 13 -1) lesser 4437.2 ■ I 9219.0 I Proposed Opaque Area I 14856.0 �.. f For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A Max OG Remaining I 4437.2 I Target OG Area in Other Roofs Maximum Target Glazing Area 4 lesser 4437.2 Proposed OG Area Target OG Areal Target VG Area Target Opaque Area 14856.0 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area + I 1811.0 I _ 1 1811.0 ( = 1 9219.0 I 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, Revised June 2002 KJM Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. 1 Target Areas OK I 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. Project Address FOSTER LINES GOLF COURSE Date 2/1/2003 Space Heat Type 0 Electric resistance Q All other For Building Department Use Glazing Area as % gross exterior wall area 16.3% Prop. I 40.0% 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). If Concrete/Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component List components • assemb ID & .. s . Proposed UA U -factor x Area A) = UA U x A) Target UA U -factor x Area (A) = UA U x A _ 6UIze1O IeO11. U= 0.750 Plan ID TYPE A TO J U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.490 1811.0 887.4 0.750 1811.0 1358.3 Glazing % Electric Resist. Other Heating 0-15% 0.40 0.90 >15 -20% 0.40 0.75 >20 -30% see note above 0.60 >30-40% see note above 0.50 (see Table 13-1 for Conc /Masonry values) I Overhead Glazing Over Attics U= Plan ID NONE U= Plan ID: U= Plan ID: U= Plan 1D: Glazing % Electric Resist. 0-15% 0.80 >15 -20% 0.80 Other Heating 1.45 1.40 1.30 1.25 values) ssooL1 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: >20 -30% see note above >30 -40% see note above (see Table 13 -1 for Conc/Masonry Opaque Doors U=0.600 Plan ID EXTERIOR DOORS U= Plan ID: U= Plan ID: 0.600 63.0 37.8 0.600 63.0 37.8 Electric Resist. Other Heating 0.60 0.60 9 -+9uv JeAQ mnnv R = 30.0 Plan ID SPED ROOF R= Plan ID 6/12 SLOPE R= Plan ID: 0.043 14856.0 638.8 0.036 14856.0 534.8 Electric Resist. Other Heating 0.031 0.036 Sj00a Je4a R= Plan ID NONE R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.034 0.050 I Opaque Walls* R =19.0 Plan ID EXTERIOR xxia. 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 0.062 9219.0 571.6 Target Opaque Wall Area (see back) 0.140 9219.0 1290.7 ** ** Electric Resist. Other Heating Ordinary 0.062 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 . DUNN/ Grade iAr *ue R= Plan ID NONE R= Plan ID: R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls Electric Resist. Other Heating 0.062 0.14 Nuv _,ut JGAO cinnIJ R= Plan ID NONE R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 oiau r grade R°Aiant R = - 0 Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: 0.730 670.0 489.1 0.540 670.0 361.8 Electric Resist. Other Heating F =0.54 F =0.54 (see Table 13-1 for radiant floor values) *For CMU walls, indicate core insulation material. For compliance: Totals' 26619.0 2624.7 Totals 26619.0 3583.3 Envelope UA Calculations Climate Zonel ENV -UA 2001 Washington Stale Nonresidential Energy Code Compliance Fortes 2001 Washin • on State Nonresidential Energy Code Compliance Form Revised June 2002 KJM ., OTTO ROSENAU & ASSOCIATES, INC 22 June 2004 City of Tukwila Building Division 6300 Sout hcentcr Blvd. Tukwila, Washington 98188 Project: Foster Golf Course Address: 13500 Interurban Ave. S. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com Permit Num Job Number: RECEIVED 'JUN 2 3 2004 D L QPM EN T Please Note: This if a partial final report, covering only those items listed below. Additional items requiring special inspection are still in progress. We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Reinforcing steel 2. Reinforced concrete 3. Epoxy grouting Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Jeanne L. Parvin cc: David A. Clark Architects PLLC fax c: City of Tukwila Parks and Recreation, Attention: Mike Sweeney MAR -19 -2004 13:52 FROM:JOHNSON ENGINEERS 4256372949 TO:2O64313665 March 18, 2004 Dear Mr. Larsen, JOHNSON CONSULTING ENGINEERS, INC. 1380 • 112th AVENUE N.E. SUITE 100 BELLEVUE, VVA 98004 (425) 454 -7137 FAX (425) 637 -2949 E -mail; offlceelohnsonenglneerg,com To: Mr. Dave Larsen City of Tukwila Building Department Fax: 208- 431 -3665 Re: Foster Goff Clubhouse - Site Visit on 3/18/04 to view the Connection from the Drag -Strut Truss to the Shearwall at the Outside of the Building near the Open Dining Area The purpose of this letter is to give our professional opinion regarding the existing connection of the drag -strut truss to the shearwall. We viewed the two steel straps with through bolts through the truss and to the shearwall. This connection is in substantial compliance with the approved plans. If you have any questions please do not hesitate to call our office. Sincerely, J. lark Johnson, P.E. President CC: Dave Clark, Architect, Fax 253 - 854 -7898 Steve Howells, Wade Perrow Construction, Fax 253-851-6475 10906/ 3188.34 EXPIRES 10-22 - S� , P:1 RECEIVED M AR ? a 2004 Aep A�N RTG► MINT W13 W12 Wit Root i oadirtig IC Live: 25. W pst TC Dead: 10.00 pst BC Live. 0.30 psf BC Dead: 10.00 pet TC Stress Inc: 15.00 BC Stress inc. 1 5.00 S , .2- 3 -0u.c. goo TQussE3 "WX 5t4PPoRT Ste`X 18 quart Account WPC, Inc. Job: 6131126WPC Drasigner, Checker. Date: 11-26-03 A - 4 1 "08 4 ,012' quionf 6E•1't Olympic Structures, Inc. Layout For: wPC LLC Foster Golf Links Clubhouse Trusses at Meeting Rooms Fix Proposal C -. RE X03 -oga_ - D v ru z 9 n� z N z•• o - 7 , O -4 m m =+ v ui ✓ c c � mm 0 = z m o D � r � O m m N v N O n n r c � Z -I =� • D z ariIW J Vulav sstuDNPVr a YQO 03A133 • v4 W h?t fa) * is,cs 01. 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O 2 tiger, TRUSS R 0 s 0 1t 425$: 3A611 M 101 3-a- xe20w?. 524.4 1.15 PKOPEwt5a ■Y. RobbiA0 ar4iMaito0. tan. 9.0.1or 210054 'POMP'S. PL 51812 20112 TO 50113.35 315. L2*'131.2 Darn 330 22D20L3 MIT TOR JOD2r10101L IP2CSr.3C71DI0wt 11pta1. 1. 2221321 1023lup2.cT 000 sr - 01422PzC 4139002221. 1UC. a. sa19zs1CAL ANALOG 2s sass. 3. NUM WNW A3YS/A*Ca 7•.20 ?**$I 21 CUMIN A6 2. YAi2/ 4.X100- 2001.'1 ass 3Y2T101 2'03 317383:03 son LOext70* 180100 SPUD - 20 14311 NW 2002 1111018 - 15' w0lvu C11220*Y - a 00^O224502 IACYes - 2.00 2071.0030 2011.0183. 7'C 022D LOAD - 4.0 v,r aC DTAm LOAD - 5.0 300 •. '003.125 L0301 580WW YSTI UT OAMACC TO 72035. 5. P1TVO0T TIVSI 10TAr10A AT 32.2, 2013110 2,00.72085. g. 07.071011. OSa came 004.330 rasascs3too, 15130150. A3 22081^33+255 02 71110 rayst . 10221 11201 AV ' rssosiiosasr 114.01110 AA2 sogrommo XS ?MN 4i1 4 4433i 4. L1T'Y 4. 0* TVl PtOJ*C? 4IC71t18C2 ON 1110111333. 7. 3 30.8321, '1'131030 33QU 3.810 rams 2MU$231 T0017O*M M/ lia MA2T,1 8.3 311.4. L.AYs1 Is AOPL1110.2Th00X42D 1.2 201.4085 MINIM 104S 1p2Ct51C00111 2 12.0 12.0 4.0 MAILS 32 wi n MEC_ 1 a 2003 imIll 3 A:. PA;;E . 02 . o ,m Z ino 1 y NO 0•4 scat.; o.1SY - 1' tiger. D 0.2744 z 4( W U OD W H L, W J u to a = W F- _ Z }- O W U ON 0 I-- W UL LL O • W U = O ~ z 1'. OTTO ROSENAU & ASSOCIATES, INC. /. Geotechnical Engineering, Construction Inspection & Materials Testing � j Q co 200y Report Number: 014 %1- ib M FN • Inspection(s) Performed: Document Review Project: Foster Golf Course Permit Number: Address: 13500 Interurban Ave S Tukwila, WA Job Number: Client: David A. Clark Architects, PLLC Client Address: Copies to: X Owner X Contractor Architect X Building Dept. X Engineer X Client CONSTRUCTION INSPECTION REPORT Technical Responsibility: 11737 SE 256 Place Inspector and Date Remarks Brian Robertson On site to perform document review of roof truss approved drawings. Reviewed drawings for size, type, & 2/9/04 location. Also, looked at field locations for equipment necessary to accomplish confirmation of materials & size per the approved drawings. David Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 TO: Byron Schmidt FROM: Larry Higgins DATE: February 5, 2004 PROJECT: New Foster Golf Links Clubhouse OUR FILE NO.: 222222.2 (misc) SUBJECT: Hanging Partition Walls Byron, Project Memo Please find attached the requirements for attaching the hanging partition walls from the wood truss roof. Please call if you have any questions. Sincerely, Larry Higgins, PE Project Engineer Structural Department k:\structural \yr 20031,mIsc \new foster golf links lfoster- 02- byron.dot Po) • RECEIVED FEB — 6 2004 DE AR TACOMA 2215 North 30th Street Salta 300 Tacoma, WA 98403.3350 253.3832422 in 253.3832572 FAY www.ahbl.com Project .frel Ve Project No. C- 4 4- 4 4L iro 0-0 U Page , or 0 Calculations WIthrro $VAik •1400ELLS Fax 0 2b(o - Z7 503 0 F " 0 Memorandum Address i i: # Faxed Pages 0 Meeting Minutes 2-t-flo4 ay 2.4te-0( 4 lit&-(04"..S 0 Telephone Memo Subject,Agrj/ii dhiL Phone Date • 1 • t .. . • - .1 r• - i drat ! • i NID‘csAokt. ' i • ; 1 I 1 • t ‘3 ve- • . ; • ' I 1 Civil Engineers i Structural Engineers Landscape Architects 1 , t - rit4reiTto - to .1S114764 I. , 1 1 rtvAS 5 • I I ! . Community Planners • Land Surveyors - 1 Neighbors 2215 N. 30th Si • i ..„1 1 : Tacoma, WA [ I 1 . • 1 1 --"" ' 98403-3305 , ■ .[ i: I 1 I i 1 , 253.383.2422 ,1' - -- r a ALLE C Fit i Ss i I 253 383 2572 FAX — 1 1 ......1..... --- . - ....- ... 1 , 1 - 1 t 3 .R , . ! 316 Occidental Ave. S. i , . Ut4DING ' , • Seattle, WA I 1 i . , I . 6 ' , -•,• • 98104-4421 . t..' ....i . L ... I_ . .!.. ...L._. ..._._. ......f .. .....,i ...... V L.......DEPARTMEN • - - If this does not meet with your understanding, please contact us In writing within seven days. THANK 1"01.1... :-. J -. 208.267.2425 206,267.2429 FAX , , . -: • • . •••••-••., • •• • • •-•• OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 010 Inspection(s) Performed: Epoxy, Roof Diaphragm Nailing Project: Foster Golf Course Permit Number: Address: 13500 Interurban Avenue S., Tukwila Job Number: Client: David A. Clark Architects Client Address: 11737 S.E. 256 PI., Kent Inspector and Date Remarks J. Reeder On site for visual inspection of epoxy of anchor bolts, 5/8" diameter with a minimum 5" embedment, PHD8 7/8" 1 -9 -04 diameter all- thread rod with a minimum 12" embedment, PH55 5/8" diameter all- thread rod with a minimum 12" embedment, HD14A 1" diameter all- thread rod with a minimum 14" embedment at the following locations: 8/B to C, B/8 to 10, 10 /B to F, F /10 to 11, 11/F to G, G/11 to 12, 12/G to K, K/9 to 12, 7/K to M, M/6.5 to 7, 6.5/H.5 to M. Epoxy: Simpson ET -22, exp. 7/04 PHD5 at B/8 to 10 not epoxied in at this time. Conforms J. Reeder On site for visual inspection of roof nailing at A to E.5/4 to 6 hip and valleys per S -103 on approved plans. 1 -9 -04 Conforms Copies to: x Owner x Contractor x Client/Architect x Building Dept. Technical Responsibility: x Engineer David Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 :e1.uAtw��+a'tli.Ww+.wG OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing O4 �L 0,0,1Y/h, Report Number: 012 � F/Ir ) ,. Inspection(s) Performed: Epoxy grouting 1 t�� Project: Foster Golf Course Permit Number: D03 -042 VA P Address: 13500 Interurban Avenue S., Tukwila Job Number: 03-437 Client: David A. Clark Architects Client Address: 11737 S.E. 256P PI., Kent, WA 98030 -7897 Inspector and Date I. Ruoff 1 -20 -04 Conforms CONSTRUCTION INSPECTION REPORT Remarks Arrived on site to inspect epoxy holdowns and anchor bolts at 6 line on D line through 3 /E. Hole depths are per Engineer's memo dated 12 -4 -03 and S109. Epoxy used was Simpson ET -22. Copies to: x Owner x Contractor x Client/Architect x Building Dept, Technical Responsibility: x Engineer David Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 - 2221 Form No.: T -104 Revised: 05/03 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 013 Inspection(s) Performed: Epoxy grouting z 1 Project: Foster Golf Course Permit Number: D03 -042 L -" K H u.t Address: 13500 Interurban Avenue S., Tukwila Job Number: 03 -437 D Client: David A. Clark Architects Client Address: 11737 S.E. 256 Pl., Kent, WA U O 98030 -7897 N p Inspector H and Date Remarks N u_ S. Dalos Inspected installation of holdowns (5/8 ", 7/8" and 1" diameter bolts) in pro shop, west wall; hospitality lobby, S.E. W 0 1 -22 -04 corner and south wall, west end; kitchen, south and west walls; meeting room B, south wall and west wall; 2 QQ meeting room A, south wall and a few bolts on north wall, west end. LL 4 All holdowns installed per S -109, details 19, 21, & 22, and Johnson Consulting Engineers' sketch dated 12 -3 -03, Z a W using Simpson epoxy tie grout in cleaned out holes, epoxy squeezing out at surface. Z H t— 0 Z t — J. Reeder On site to observe epoxy grouting of threaded rod anchor bolts for holdowns and sill plates at 6/J.5 to P, M/6 to U 0 1 -23 -04 6.5, 6.5/J.5 to M, H/5.5 to 7, J/4 to 5.5. Bolts were the size specified and embedment was as specified per plans 0 H and specifications, noting Engineer's typ. sill plate repair dated 12 -4-03. W = W 1— Holes brushed and blown clean. Epoxy Simpson ET -22. u- ~O .Z W U = 0 Z Conforms Conforms CONSTRUCTION INSPECTION REPORT Copies to: x Owner x Contractor x Client/Architect x Building Dept. Technical Responsibility: x Engineer RECEIVED Fc - 2 2004 BUILDING DEPARTMENT David Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 - 2221 Form No.: T -104 Revised: 05/03 $ h Y M .,. er-v t:'i;:t`a »y ni 1'f i ;; e cfN•r,; ;arorssa.cm.. i :'w .N. O. OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 011 Inspection(s) Performed: Epoxy ''D Project: Foster Golf Course Permit Number: D03 -042 1 ,J�'� Address: 13500 Interurban Avenue S., Tukwila Job Number: 03-437 Client: David A. Clark Architects Client Address: 11737 S.E. 256 PI., Kent Inspector and Date Remarks G Moe As requested by Wade - Perrow construction: observed epoxy grouting of threaded rod anchor bolts for holdowns 1 -14-04 an sill plates between 8 and 10 lines at grid B, 6 and 7 lines at grid D, and 6.5 and 7 lines at grid J. bolts were of size specified and were grouted at specified embed and spacing using Simpson Epoxy Tie ET 22 Adhesive. Work and material per plan and specifications noting structural engineers type sill plate repair details dated 12/4/03. Drilled holes were prepared to Simpson specifications. Does Conform Copies to: x Owner x Contractor x Client/Architect x Building Dept. Technical Responsibility: x Engineer David Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 -OTTO -4-US - Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 ,ci........: it u.r......�.. r. .. •.. •1 •. %s�:u:.;at+;c�:.u.t.w: �: t. xt;,.w..u;..z,•:.,:e:<t.�ka..� OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 009 Inspection(s) Performed: Epoxy Project: Foster Golf Course Permit Number: D03 -042 Address: 13500 Interurban Avenue S., Tukwila Job Number: 03-437 Client: David A. Clark Architects Client Address: 11737 S.E. 256 Pl., Kent Inspector and Date Remarks J. Reeder On site for epoxy inspection, canceled due to weather conditions. 1 -5-04 Copies to: x Owner x Contractor x Client/Architect x Building Dept. Technical Responsibility: x Engineer U\AfL RECEIVED JAN 12 2004 BUILDING DEPARTMENT David Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888-OTTO -4 -US — Fax (206) 723 - 2221 Form No.: T -104 Revised: 05/03 OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 008 Inspection(s) Performed: Anchor Bolt Installation & Roof Nailing CONSTRUCTION INSPECTION REPORT RECeiV 1JAN 1 9 p ME N U) L Project: Foster Golf Course Permit Number: D03 -042 Address: 13500 Interurban Avenue S., Tukwila Job Number: 03 -437 Client: David A. Clark Architects Client Address: 11737 S.E. 256 PI., Kent Inspector and Date Remarks John Reeder On site for a visual inspection of anchor bolts at 8/B to C, B/8 to 9.5, 10 /B to F, F /10 to 11, 11/F to G, K/9 to 12, 12 -29 -03 9/C to L, 7/C to L and C/7 to 9. 5/8" all- thread anchor bolts were drilled in holes with a 5" embedment. Epoxy used was Simpson ET 22, with an expiration date of 8/05. Temperature was 40° inside the building. All was found to conform to city approved plans on S -1105 & RFI #1 from James C. with Johnson Consulting Engineers. Conforms John Reeder On site for a visual inspection of the roof nailing (including the blocking) at 1 to 4 /grid D to M. Conforms to the 12 -29 -03 city approved plans per S -103. Conforms Copies to: x Owner x Contractor x Client/Architect x Building Dept. Technical Responsibility: x Engineer RECEIVED JAN '12 2004 BUILDING DEPARTMENT David Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 • a..+ »: t- IA TL RECEIVED OTTO ROSENAU & ASSOCIATES, INC. I J aN 0 2 7004 Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 006 Inspection(s) Performed: Nailing Project: Address: Client: Inspector and Date J Reeder 12 -15-03 CONSTRUCTION INSPECTION REPORT Foster Golf Course 13500 Interurban Avenue S., Tukwila David A. Clark Architects Permit Number: Job Number: Client Address: Remarks Copies to: x Owner x Contractor x Client/Architect x Building Dept. Technical Responsibility: x Engineer 11737 S.E. 256 PI., Kent liumm ur' i I Y DEVELOPMENT On site for inspection of roof nailing. Contractor was not ready for inspection at this time. Will reschedule at a later time. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888-OTTO -4-US — Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 a RECEIVED OTTO ROSENAU & ASSOCIATES, INC. /.IAN 02 2004 Geotechnical Engineering, Construction Inspection & Materials Testing MM• iA,., D OPM Report Number: 007 Inspection(s) Performed: Roof Diaphragm Nailing Project: Address: Client: Inspector and Date Joshua L. Day December 15, 2003 E. Pierre 12 -18 -03 Copies to: x Owner x Contractor x Client/Architect x Building Dept. x Engineer CONSTRUCTION INSPECTION REPORT Foster Golf Course 13500 Interurban Avenue S., Tukwila David A. Clark Architects Permit Number: Job Number: Client Address: Remarks Roof Nailing: • On site for the visual inspection of the roof nailing (including the blocking) between and approximately 4' past at grid line C — U 7 — 9 which was found to conform to the City approved plans. Inspected roof nailing: #2 from lines 7 to 6 /grids D to M minus 4' on line 6 /grid J to M; #1 from 6 to 4 /grids D to J minus 2' on lines 6 to 4 /grid J — per S -103. Conforms Technical Responsibility: 11737 S.E. 256 Pi., Kent doe /3--- Dadid'Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 Dec 09 03 03:27p Clark Architects, PLLC 253 854 -7898 p.1 DEC -9 -2003 1.3:45 FROM: JOHNSON ENGINEERS 4256372949 TO:12539547898 P:1'1 December 2, 2003 JOHNSON CONSULTING ENGINEERS, INC. 1380. 11201 AVENUE N.E. SUITE 100 BELLEVUE, WA 9&04 (425) 4541-7137 FAX (423) W37•Q940 E�1ni1:OfY1r:G rn gem . tarn To: Dave Clark, Architect Fax: 253 -854 -7898 Re: Foster Golf Clubhouse — Studs In Bearing Walls and Shear Walls Dear Dave, We chocked the studs as Hem -Fir #2 and better, The studs that were cracked or had obvious defects have been removed and replaced. The Hem -Fir #2 studs are acceptable with this office. If you have any further questions please contact our office, Sincerely, J. Clark Johnson, RE 109061 3147.33 RECEri FD DEC I 1 2003 L . A ti MIEN LITRES 10 -22 -04 J �D. aJ.. alSuuac�us L' 1)AV11) A. ( 1 ARK AR( 111 1 1- ( 1 S, 1'1 1 (. December 15, 2003 Dave Larson Building Inspector City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Re: Foster Golf Links Clubhouse 13500 Interurban Avenue S. Dear Dave, 'D I have receive a request from the contractor to substitute cold rolled metal framing for the interior non bearing partitions on the above referenced project. I have approved the substitution, subject to your approval. The structural engineer of record, J. Clark Johnson, has approved the substitution with conditions (letter attached). The contractor has submitted calculations required by the structural engineer. As this change involves a portion of a one hour fire rated wall, attached please find the new fire rated assembly for the metal framed rated wall, GA file no. WP 1072. Please accept these as an addendum to the permit set. One set of these drawings has been left at the job trailer. If you would like additional information or clarification, please contact me at your convenience. Sincerely, David A. Clark AIA Project Architect of Record Copy: Mike Sweeney, Project Manager Steve Howells, Superintendent, WPC A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas, and Washington r• 0 U 0 a • co 0 0 00 z 0 z z gal U z. 0 N co) H H ' 4,,,YI.Y '. '/ I.' aLiui::: 5r .•]Ji+i:+a..Yl.+�o. "+ %- hii.ee. t1 DEC -15 -2003 11:32 FROM:JOI-NSON ENGINEERS 4256372949 August 8, 2003 Dave Clark David A. Clark Architects, PLLC 11737 SE 256th Place Kent, Washington 98031 RE: Foster Golf Clubhouse Interior Non - Bearing and /or Non -Shear Walls Steel Studs To Whom It May Concern, It may be acceptable for the Contractor to use structural steel studs for the non-bearing and/or non-shear walls, if they supply stamped structural computations showing that the studs are as strong and as stiff as the wood studs called out on the approved plans. Structural computations need to show bending stress and deflection for the proposed steel studs, compared to the wood studs, for the minimum code 5 psf horizontal partition load. No walls with vertical and/or lateral loads are addressed in the proposed substitution. If you have any questions or comments please do not hesitate to contact our office. J. Clark Johnson, S.E. President 10906/ 3083.32 JOHNSON CONSULTING ENGINEERS. INC. 1300 — 112th AVENUE_ N.E. SUITE 100 BELLEVUE. WA 913004 (425) d54 -7137 FAX (425) 837.2849 E - mail: officeee iohnnonongineere.corA TO:12532547896 P:1 12--(T [EXPIRES 10 -22 - _01 ,:i Project Memo TO: Byron Schmidt FROM: Kelli Butter DATE: August 19, 2003 PROJECT: New Foster Golf Links Clubhouse OUR FILE NO.: 222222.2 SUBJECT: Steel Studs Byron, I reviewed the steel stud option for the New Foster Golf Links Clubhouse. The steel stud deflection meets or exceeds the code required deflection of 11240. The 25 ga SSi 3.625'x11-0" steel studs have a maximum deflection of 0.55`. The deflection of the 2x411' -0 "'timber studs Is • 0.559" based on HF#2 studs at 2' -0' 00 spadng. We have reviewed the substitution request made by Stealer Inc. and find there substitution acceptable for the interior non lolld bearing partition walls. Please call if you have any questions. Sincerely, Kelli Butler Project Engineer p:.2003 now f ormt; \tecomatmomo•projeCt•t000ma.dot ; , '. • • • • ..r TACOMA l?IW North :IUth 5lreet Sub SO Tacoma. WA 98403435) 353.3$3.2122 TEL 253..313 .2572 On www.ohbl,corn • ▪ Pro** at. 6Dif imps L11.144 ft..se su*c+ IPArk. &Ta4 it sreo MiTo Fax M /Address 0 Foxed Pipes DOD 8I I1 143 by 2X4 trL . • (:..0i' 2P Dr G 6.2111)_ eett I 71490 ,D0 . bs : . 4 ▪ .` • • • • PtojectNo. 2222.2 Phone • 1 .ii _ l ti:�tLt: I rt. ' ❑ Page a _.. ❑ Celeuledons O Fee ❑ Memorandum a Mooing Mims O Telephone Memo 1 1• i tt . CM Eng nes's Structural Engines • Landscape Archfft X5 Community Roan Land Surveyors Neighbors ❑ TACOMA 2215 N. 30th St Suite 300 Tacoma. WA 98403 -3305 , • 2tin.37l:1 :'• "? • • .rI 1 sEATTLE 316 OctiCE Suite 320 Seattle. iem 96104 -442t 206.267.2425 • SYSTEM DESCRIPTION GA . FILE NO. WP 1071 GYPSUM WALLBOARD, STEEL STUDS, MINERAL FIBER INSULATION One layer 'W proprietary hype X gypsum walboard or gypsum veneer base appied at right angles to each side of 2'li sled studs 24" o.c. with 1' Type S drywall screws 8' ac. at vertical joints and 12" ac. at intermediate studs and wall perimeter. 2' mineral fiber insulation. 3.0 pcf, kiclion fA in sled space. Vertical }outs staggered 24• on each side and on opposite sides. Horizontal joints need not be staggered. (NLB) PROPRIETARY GYPSUM BOARD National Gypsum Company - 1/2" Gold Bond) FIRE- SHIELD Gypsum Wallboard . GA FILE'NO WP GYPSUM WALLBOARD, STEEL STUDS One layer I. type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3 steel studs 24' o.c. with 1' Type S drywall screws 8" o.c. at vertical pints and 12' ac. at loon and ceiling Hamer: and intermediate studs. Joints staggered 24" on each side and on opposite sides. Sound tested with 3' glass fiber friction R in stud space (NLB) GAFILf N0 *P 103 :;: • 32 G-P Gypsum G -P Gypsum PROPRETARY GYPSUM BOARD PROPRIETARY* .PROPRIETARY* _. . GLASS MAT GYPSUM BOARD, STEEL STUDS, GLASS FIBER INSULATION One layer '/i proprietary type X glass rrnt water - resistant gypsum backing board appied parallel to each side of 2'/i steel studs 16' ac. with 1' Type S drywaN screws at vertical joints and 12" o.c. at intermediate studs and wall perimeter. 31/2' glass Ober insulation. 0.526 pd. faction tit in stud space. Joints staggered 16' on opposite sides and covered with 10 x 10 mesh glass tape and tile adhesive. (NW) '/a Dens-Shield. GA FILE NO. WP 1076 I l PROPRIETARY* l GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION One layer S/: proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each side of 21/2" steel studs 24" ac. with 11/4 Type S drywall screws 8' aG at wall perimeter and 12' o.c. at vertical joints and with 1'4" Type S drywall screws 12" o.c. or continuous 'I. beads or adhesive at intermedbale studs. 2 glass Ober insulation. 0.65 pct. friction fit in stud space. Joints staggered 24" on opposite sides. (NLB) PROPRIETARY GYPSUM BOARD 5 /8' GyProc® Fireguard® Westroc Industries Limited Westroc Fireboardn" Contact the manufacturer for more detailed information on proprietary products. SKETCH AND DESIGN DATA 1 HOUR FIRE REM Thickness: 3 limiting Height Refer to manufacturer Appn:w. Weight: 5 pst Fire Test UL 83501, 93NK22748. 9- 15-93. Design V401; FM W2B -1 hr. 9- 12-84, Design WP -731 Sound Test See WP 1070 (RAL 10- 17-68) 1 HOUR FIRE Thickness: 41/2" Limiting Height: Refer to Section V Approx.Weight 6 psi Fire Test See WP 1200 (FM WP -45. 6- 19-68; OSU T-1770. 8-61; ULC 79T484. 79T500, 79T497 8 -12 -61, Design W415) SoundTest NRCC 816 -NV, 2-3-81 1 HOUR FIRE 45 to 49 STC SOUND 45 to 49 STC SOUND 45to49STC SOUND Thickness: 3'4i Limiting Height Refer to manufacturer Approx. Weight: 5 psf Fire Test • CTC 1897 - 1655.1 -11.88 Sound Test: • • .See WP 1070 (RAL 11.69 -42. .10-17-68) 1 HOUR FIRE 45 to 49 STC SOUND '�II�IifillfdC ItItt fi Thickness: 33/4" Limiting Height: Refer to manufacturer Approx. Weight: 6 psi Fire Test , ULC 78T55.1 -9-79. Design W409 Sound Test: DRC.70 -2- 2.1.6 -70 GA- 600 -9' I I tl it • SYSTEM DESCRIPTION GA . FILE NO. WP 1071 GYPSUM WALLBOARD, STEEL STUDS, MINERAL FIBER INSULATION One layer 'W proprietary hype X gypsum walboard or gypsum veneer base appied at right angles to each side of 2'li sled studs 24" o.c. with 1' Type S drywall screws 8' ac. at vertical joints and 12" ac. at intermediate studs and wall perimeter. 2' mineral fiber insulation. 3.0 pcf, kiclion fA in sled space. Vertical }outs staggered 24• on each side and on opposite sides. Horizontal joints need not be staggered. (NLB) PROPRIETARY GYPSUM BOARD National Gypsum Company - 1/2" Gold Bond) FIRE- SHIELD Gypsum Wallboard . GA FILE'NO WP GYPSUM WALLBOARD, STEEL STUDS One layer I. type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 3 steel studs 24' o.c. with 1' Type S drywall screws 8" o.c. at vertical pints and 12' ac. at loon and ceiling Hamer: and intermediate studs. Joints staggered 24" on each side and on opposite sides. Sound tested with 3' glass fiber friction R in stud space (NLB) GAFILf N0 *P 103 :;: • 32 G-P Gypsum G -P Gypsum PROPRETARY GYPSUM BOARD PROPRIETARY* .PROPRIETARY* _. . GLASS MAT GYPSUM BOARD, STEEL STUDS, GLASS FIBER INSULATION One layer '/i proprietary type X glass rrnt water - resistant gypsum backing board appied parallel to each side of 2'/i steel studs 16' ac. with 1' Type S drywaN screws at vertical joints and 12" o.c. at intermediate studs and wall perimeter. 31/2' glass Ober insulation. 0.526 pd. faction tit in stud space. Joints staggered 16' on opposite sides and covered with 10 x 10 mesh glass tape and tile adhesive. (NW) '/a Dens-Shield. GA FILE NO. WP 1076 I l PROPRIETARY* l GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION One layer S/: proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each side of 21/2" steel studs 24" ac. with 11/4 Type S drywall screws 8' aG at wall perimeter and 12' o.c. at vertical joints and with 1'4" Type S drywall screws 12" o.c. or continuous 'I. beads or adhesive at intermedbale studs. 2 glass Ober insulation. 0.65 pct. friction fit in stud space. Joints staggered 24" on opposite sides. (NLB) PROPRIETARY GYPSUM BOARD 5 /8' GyProc® Fireguard® Westroc Industries Limited Westroc Fireboardn" Contact the manufacturer for more detailed information on proprietary products. SKETCH AND DESIGN DATA 1 HOUR FIRE REM Thickness: 3 limiting Height Refer to manufacturer Appn:w. Weight: 5 pst Fire Test UL 83501, 93NK22748. 9- 15-93. Design V401; FM W2B -1 hr. 9- 12-84, Design WP -731 Sound Test See WP 1070 (RAL 10- 17-68) 1 HOUR FIRE Thickness: 41/2" Limiting Height: Refer to Section V Approx.Weight 6 psi Fire Test See WP 1200 (FM WP -45. 6- 19-68; OSU T-1770. 8-61; ULC 79T484. 79T500, 79T497 8 -12 -61, Design W415) SoundTest NRCC 816 -NV, 2-3-81 1 HOUR FIRE 45 to 49 STC SOUND 45 to 49 STC SOUND 45to49STC SOUND Thickness: 3'4i Limiting Height Refer to manufacturer Approx. Weight: 5 psf Fire Test • CTC 1897 - 1655.1 -11.88 Sound Test: • • .See WP 1070 (RAL 11.69 -42. .10-17-68) 1 HOUR FIRE 45 to 49 STC SOUND '�II�IifillfdC ItItt fi Thickness: 33/4" Limiting Height: Refer to manufacturer Approx. Weight: 6 psi Fire Test , ULC 78T55.1 -9-79. Design W409 Sound Test: DRC.70 -2- 2.1.6 -70 GA- 600 -9' DAVID A. CLARK ARCHITECTS, PLLC fax December 15, 2003 To: Dave Larson Building Inspector City of Tukwila From: Dave Cladc, Principal oom 6 pages total Dave, Following please find a letter regarding a substitution request for metal framing at Foster Golf Course Clubhouse project. Please let me know if you have any questions. Originals are in the mail. Foster Golf Course Clubhouse 13500 Interurban Ave. S. Development # D03 -042 A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas and Washington r OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 003 o� �D Inspection(s) Performed: Epoxy grouting Nr I I- Project: Foster Golf Course Permit Number: c . D03 -042 ,t — Z Address: 13500 Interurban Avenue S., Tukwila Job Number: 03- re 2 Client: David A. Clark Architects Client Address: 11737 S.E. 256 Pl., Kent, WA 6 D Copies to: x Owner x Contractor x Client/Architect x Building Dept. Technical Responsibility: x Engineer N 0 Inspector to W and Date Remarks w J. Reeder On site for inspection of epoxy grouting of 5/8" diameter all- threads with 5" minimum embedment required per SI N W0 11 -26 -03 #1 at the following locations: P/5 to 6, N/4 to 5, 4/J to P, J/2 to 4. Epoxy used: Simpson SET -22, expiration y. dated 6/05. All holes brushed, vacuumed, and blown till dry. Conforms Cluj ? H F 0 Z F— W • 0 O • N . O F-- w • W ~ • H .. W U S. O David Lyal, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 Z Conforms OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 004 Inspection(s) Performed: Shearwall and diaphragm nailing, epoxy grouting Z Project: Foster Gold Course Permit Number: 003 -042 iF=.. W Address: 13500 Interurban Avenue S., Tukwila Job Number: 03 =� r� Client: David A. Clark Architects Client Address: 11737 S.E. 256 Pl., Kent, WA S 0 0O u) 0 and Date Remarks J H J. Reeder On site for visual inspection of nailing on shearwalls at J/6 to 7, U7 to 9 (west side), and C/7 to 9 (east side), and 0u- 12-1-03 7/C to L (south side); roof diaphragm nailing at 9 to 12/ B to K. No dormer on west side. No peak on east side 2 ?- u J L Q o D All conforms to S-103 on approved plans. =a _w Conforms z I-O Zt-- w Lu 12 D/3 to 4, 3/D to E, per approved plans, specifications, and RFI #1. D 0 0 O N Epoxy: Simpson ET-22 (expires 8/05) O F- wW HP � Cu U = : 0 I— �L Copies to: x Owner x Contractor x Client/Architect x Building Dept. Technical Responsibility: x Engineer David Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 -- Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 z Inspector and Date J. Reeder 12 -5-03 Conforms OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 005 Inspection(s) Performed: Nailing Project: Foster Golf Course Permit Number: Address: 13500 Interurban Avenue S., Tukwila Job Number: -437 Client: David A. Clark Architects Client Address: 11737 S.E. 256 PI., Kent, WA 98030 -7897 Remarks On site for visual inspection of roof nailing at dormers at 9.5 & 9.9, 6.3 & 6.6 — nailing conforms to approved plans. Peak at 8 to 10B to E conforms to approved plans S -1.03. Copies to: x Owner x Contractor x Client/Architect x Building Dept. Technical Responsibility: x Engineer David Lyal, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 - 2221 Form No.: T -104 Revised: 05/03 ....,.., w...._« ........................ Sia s. 1 : ..;:.:. s: 1.;.._..:,.:. r�: 1. d.:.. x. i..:::,.: wi:. c. ::a.:::....,..w,.�w.,�.esu.,: <. „ u.. wua: l.:: uu;: :1::.�i..:i..::ta..d.:::.a:,.iw ,. iL , • `:+ J;ri�t;;�i•_SS..w��: . 1: iu ::.::ii.�:..:.�. +s1x..:wi.:s:m '0% rb 6 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Dec 15 03 10:32a Clark Architects, PLLC DAVID A. CLARK ARCHITECTS, PLLC fax December 15, 2003 To: Dave Larson Building Inspector City of Tukwila From: Dave Clark, Principal dclark@clarkarchitects.com 6 pages total Dave, Following please find a letter regarding a substitution request for metal framing at Foster Golf Course Clubhouse project. Please let me know if you have any questions. Originals are in the mail. Foster Golf Course Clubhouse 13500 Interurban Ave. S. Development # D03-042 253 854-7898 p . 1 A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas and Washington . • . Dec 15 03 10:33a Dec 15 03 08:35a Sessler Inc. 253 - 863 -0662 i 1: `AND' INTERIOR PATI • EIOR R TI NSA • • � C WALLS : O IS 'iB r • • SYSTEM DESCRIPTION GA NO. WP 1071 GYPSUM WALLBOARD, STEEL STUDS, MINERAL FIBER INSULATION One layer '/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angtes to each side o1 /2 steel studs 24" o.c. with 1' Type S drywall screws 8' o•c. al vertical joints and 12' o.c. at intermediate studs and wall perimeler.2' mineral fiber insulation, 3.0 pcf, friction fit in stud space. Vertical joints staggered 24' on each side and on opposite sides. Horizontal joints need not be staggered. (NLB) PROPRIETARY GYPSUM BOARD National Gypsum Company - ' /e' Gold Bond ®FIRE- SHIELD Gypsum Wallboard • GA FILE NO. WP'1072 GYPSUM WALLBOARD, STEEL STUDS One layer s/ '• type X gypsum wallboard or gypsum veneer base applied paraitet or at right angles to each side of 3 steel studs 24" o.c. with 1' Type S drywall screws 8' o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. Joints staggered 24' on each side and on opposite sides. Sound tested with 3'4" glass fiber friction lit in stud space. (NLB) GAFFLE NO :_WP 1073 :. 32 Clark Architects, PLLC 253 854 -7898 PROPRIETARY* PROPRIETARY.* .. . GLASS MAT GYPSUM BOARD, STEEL STUDS, GLASS FIBER INSULATION One layer ye proprietary type X glass mat water-resistant gypsum backing board applied parallel 10 each side of 2 steel studs 16' o.c. with 1" Type S drywall screws 8' o.c. at vertical joints and 12" o.c. at intermediate studs and wall perimeter. 3' /2" glass fiber insulation. 0.526 pct, friction fit in stud space. Joints staggered 16" on opposite sides and covered with 10 x 10 mesh glass tape and tile adhesive. (NLB) PROPRIETARY GYPSUM BOARD G•P Gypsum - ' /s" Dens - Shield® GA FILE NO. WP 1076 PROPRIETARY* GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION One layer Vs' proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each side of 2'/: steel studs 24* o.c. with 1W Type S drywall screws B" o.c. at waN perimeter and 12" o.c. at vertical joints and with 174' Type S drywall screws 12" o.c. ar continuous' /.' beads of adhesive at intermediate studs. 21/4" glass fiber insulation, 0,65 pct, friction fit in stud space. Joints staggered 24" on opposite sides. (NLB) PROPRIETARY GYPSUM BOARD G -P Gypsum GyProka Fireguard@ Westroc Industries Limited 5 4" Westroe Fireboard'"' ' Contact the manufacturer 1or more detailed information on proprietary products. SKETCH AND DESIGN DATA 1 HOUR FIRE P. 6 P.2 • . 45 to 49 STC SOUND Th 3'4" Limiting Height: Refer to manufacturer Approx. Weight: 5 pst Fire Test: UL R3501, 93NK22748, 9- 15 -93, Design V401; FM W28 -1 hr, 9- 12.84, Design WP -731 Sound Test: See WP 1070 (RAL TL69 -42, 10 -17 68) 1 HOUR FIRE 1 HOUR , FIRE 45 to 49 STC SOUND Thickness: 4 Limiting Height Refer to Section V Approx. Weight: 6 psf Fire Test: See WP 1200 (FM WP -45. 6- 19 -68; OSU T-1770, 8 -61; ULC 79T484. 79T500, 79T497 8- 12.81, Design W4151 Sou Test: NRCC 816 -NV, 2.3 -81 45 to 49 STC SOUND 1 HOUR FIRE Thickness: 3'/' Limiting Height: Refer to manufacturer Approx. Weight: 5 psf Fire Test; CTC 1897 -1655, 1 -11.88 Sound Test: See WP 1070 (RAL TL69 -42. ' 10.17 68) 45 to 49 STC SOUND Thickness: 3'/4' Limiting Height: Refer to manufacturer Approx. Weight: 6 psf Fire Test: ULC 78T65,1 -9 -79, Design W409 Sound Test: DRC 70 -2 -2. 1.6 -70 GA- 600 -9' • "it€*141•• '" ie" G 31 . ir j.At. , S1 Aa . r 'I � l � I =�I �1 Dec 15 03 10:33a Dec 15 03 08:35a Sessler Inc. 253 - 863 -0662 i 1: `AND' INTERIOR PATI • EIOR R TI NSA • • � C WALLS : O IS 'iB r • • SYSTEM DESCRIPTION GA NO. WP 1071 GYPSUM WALLBOARD, STEEL STUDS, MINERAL FIBER INSULATION One layer '/2" proprietary type X gypsum wallboard or gypsum veneer base applied at right angtes to each side o1 /2 steel studs 24" o.c. with 1' Type S drywall screws 8' o•c. al vertical joints and 12' o.c. at intermediate studs and wall perimeler.2' mineral fiber insulation, 3.0 pcf, friction fit in stud space. Vertical joints staggered 24' on each side and on opposite sides. Horizontal joints need not be staggered. (NLB) PROPRIETARY GYPSUM BOARD National Gypsum Company - ' /e' Gold Bond ®FIRE- SHIELD Gypsum Wallboard • GA FILE NO. WP'1072 GYPSUM WALLBOARD, STEEL STUDS One layer s/ '• type X gypsum wallboard or gypsum veneer base applied paraitet or at right angles to each side of 3 steel studs 24" o.c. with 1' Type S drywall screws 8' o.c. at vertical joints and 12" o.c. at floor and ceiling runners and intermediate studs. Joints staggered 24' on each side and on opposite sides. Sound tested with 3'4" glass fiber friction lit in stud space. (NLB) GAFFLE NO :_WP 1073 :. 32 Clark Architects, PLLC 253 854 -7898 PROPRIETARY* PROPRIETARY.* .. . GLASS MAT GYPSUM BOARD, STEEL STUDS, GLASS FIBER INSULATION One layer ye proprietary type X glass mat water-resistant gypsum backing board applied parallel 10 each side of 2 steel studs 16' o.c. with 1" Type S drywall screws 8' o.c. at vertical joints and 12" o.c. at intermediate studs and wall perimeter. 3' /2" glass fiber insulation. 0.526 pct, friction fit in stud space. Joints staggered 16" on opposite sides and covered with 10 x 10 mesh glass tape and tile adhesive. (NLB) PROPRIETARY GYPSUM BOARD G•P Gypsum - ' /s" Dens - Shield® GA FILE NO. WP 1076 PROPRIETARY* GYPSUM WALLBOARD, STEEL STUDS, GLASS FIBER INSULATION One layer Vs' proprietary type X gypsum wallboard or gypsum veneer base applied parallel to each side of 2'/: steel studs 24* o.c. with 1W Type S drywall screws B" o.c. at waN perimeter and 12" o.c. at vertical joints and with 174' Type S drywall screws 12" o.c. ar continuous' /.' beads of adhesive at intermediate studs. 21/4" glass fiber insulation, 0,65 pct, friction fit in stud space. Joints staggered 24" on opposite sides. (NLB) PROPRIETARY GYPSUM BOARD G -P Gypsum GyProka Fireguard@ Westroc Industries Limited 5 4" Westroe Fireboard'"' ' Contact the manufacturer 1or more detailed information on proprietary products. SKETCH AND DESIGN DATA 1 HOUR FIRE P. 6 P.2 • . 45 to 49 STC SOUND Th 3'4" Limiting Height: Refer to manufacturer Approx. Weight: 5 pst Fire Test: UL R3501, 93NK22748, 9- 15 -93, Design V401; FM W28 -1 hr, 9- 12.84, Design WP -731 Sound Test: See WP 1070 (RAL TL69 -42, 10 -17 68) 1 HOUR FIRE 1 HOUR , FIRE 45 to 49 STC SOUND Thickness: 4 Limiting Height Refer to Section V Approx. Weight: 6 psf Fire Test: See WP 1200 (FM WP -45. 6- 19 -68; OSU T-1770, 8 -61; ULC 79T484. 79T500, 79T497 8- 12.81, Design W4151 Sou Test: NRCC 816 -NV, 2.3 -81 45 to 49 STC SOUND 1 HOUR FIRE Thickness: 3'/' Limiting Height: Refer to manufacturer Approx. Weight: 5 psf Fire Test; CTC 1897 -1655, 1 -11.88 Sound Test: See WP 1070 (RAL TL69 -42. ' 10.17 68) 45 to 49 STC SOUND Thickness: 3'/4' Limiting Height: Refer to manufacturer Approx. Weight: 6 psf Fire Test: ULC 78T65,1 -9 -79, Design W409 Sound Test: DRC 70 -2 -2. 1.6 -70 GA- 600 -9' • "it€*141•• '" ie" G 31 . ir j.At. , S1 Aa . Dec 15 03 10:33a Clark Architects, PLLC TO: FROM: DATE: PROJECT: OUR FILE NO.: 222222.2 SUBJECT: Steel Studs Byron, Please call if you have any questions. Sincerely, Kelii Butler Project Engineer p:2003 now rormoNtecoma\momo- project- tacoma.dot rnnI•rnn•2 rr,neo Project Memo Byron Schmidt Kelli Butler August 19, 2003 New Foster Golf Links Clubhouse I reviewed the steel stud option for the New Foster Golf Links Clubhouse. The steel stud deflection meets or exceeds the code required deflection of L/240. The 25 ga SS 3.625 "x11' -0" steel studs have a maximum deflection of 0.55N, The deflection of the 2x4 11' -0 "'timber studs Is 0.559" based on I -IF #2 studs at 2' -0' OC spacing. We have reviewed the substitution request made by Steeler Inc. and find there substitution acceptable for the interior non load bearing partition walls. • .j.,.. `r f) 253 854 -7898 p.4 rb • .w ... TACOMA 1219 North sulk Suevl Suite 300 Tacoma, WA 98.103.33! 253,303.2122 lit 253303 .2572 cal www.nhbl.cont w•:+ ul+ aa: J:: d�: t•.+ ni. 4: isWia�wsw; ii.:= 9i1�a: usie: dt` tri, �: 5> w`. icio „i��i=:ci„:'i.:r.',e�'a.'._: •'110T n]M 11/ bn Tr0 cr7 t]/1 t 1T CAA? R • AAra 501 =: :. L:1 f- w w � . J0 00 (/) J = t— U) w w 0 co H= Z �. I— 0 Z I- w • w U O N o F- H LL- O z • W 0 Dec 15 03 10:33a Clark Architects, PLLC Project New 51 - 60LF k1Ot� Subject PATS, glut, le WithrTo Address Date i t ) 3 2X4 L - @. •21° o. G . rr 11 V POO /POO'a • 6Af. • K •: s 5 , 35 .1.n - Q 1K 2f Ir . . . Project No. Phone Fax �! tll Faxed Pages BY —.4 4 • s ' :ril '• ;, 22222 2 3111 3dN, 253 854 -7898 1 Page of . ❑ Celculatlons ❑ Fax 0 Memorandum ❑ Meeting Minutes ❑ Telephone Memo 601_11 i941- I Do l eap If this does not meal with your understanding, please contact us in writing within seven drays. THANK Y r:; ..1 U. I'. • • 4169 L4A F47 AO1ct fO0Z.57'AON P .5 Civil Engineers SiruCrural Engineer Landscape Archile. Communil y Planne Land Surveyors Nelghbers 0 TACOMA 2215 N. 30:h St Suite 300 Tacoma, WA 98403.305 , 1JJ. -lt ii 1. /..• r r [] StcAn 316 Occicc• - :al •= Suite 320 Seattle, VIA 98104 -442 208.267.2425 206.267.2 424 F% .» "w•P b•W , •4 ;:m44 ua441,rr':.c,. w :.inA :n Dec 15 03 10:33a August 8, 2003 Dave Clark David A. Clark Architects, PLLC 11737 $E 256th Place Kent, Washington 98031 RE: Foster Golf Clubhouse Interior Non - Bearing and/or Non -Shear Walls Steel Studs To Whom It May Concern, It may be acceptable for the Contractor to use structural steel studs for the non - bearing and /or non -shear walls, if they supply stamped structural computations showing that the studs are as strong and as stiff as the wood studs called out on the approved plans. Structural computations need to show bending stress and deflection for the proposed steel studs, compared to the wood studs, for the minimum code 5 psf horizontal partition Toad. No walls with vertical and/or lateral loads are addressed in the proposed substitution. If you have any questions or comments please do not hesitate to contact our office. Sincerely, J. Clark Johnson, S.E. President Clark Architects, PLLC 253 854 -7898 JOHNSON CONSULTING ENGINEERS, INC. 1380 112 AVENUE NE, SUITE 100 BELLEVUE, WASHINGTON 98004 (425) 454 -7137 Fax (425) 637 -2949 E -Mail: offioe @johnsonengineers.com P. 3 Dec 15 03 10:32a Clark Architects, PLLC DAVID A. CLARK ARCHITECT FS, PI.LC December 15, 2003 Dave Larson Building Inspector City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Re: Foster Golf Links Clubhouse 13500 Interurban Avenue S. Dear Dave, I have receive a request from the contractor to substitute cold rolled metal framing for the interior non bearing partitions on the above referenced project. I have approved the substitution, subject to your approval. The structural engineer of record, J. Clark Johnson, has approved the substitution with conditions (letter attached). The contractor has submitted calculations required by the structural engineer. As this change involves a portion of a one hour fire rated wall, attached please find the new fire rated assembly for the metal framed rated wall, GA file no. WP 1072. Please accept these as an addendum to the permit set. One set of these drawings has been left at the job trailer. If you would like additional information or clarification, please contact me at your convenience. Sincerely, David A. Clark AIA Project Architect of Record Copy: Mike Sweeney, Project Manager Steve Howells, Superintendent, WPC A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, Caljrnia, Colorado, Hawaii, Texas, and Washington 253 854 -7898 p.2 0 U H • V U cc coo -f- m, w • co co A A N F • e 0 M 0 a 0 x N 1)A \'11) A. ( 1 ARK Al2( 11111 ( IS, 1'1 I ( December 6, 2003 Jim Dunaway Building Inspector City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Re: Foster Golf Links Clubhouse 13500 Interurban Avenue S. Dear Jim, Attached please find revised and new details for the clubhouse project. A review of the installation of the panelized wall system indicated that the incorrect grade of lumber was used. My Structural Engineer of Record has accepted the HF #2 studs, but remediation was required for the top and bottom plates. Further, sketch SK -2 is for a repair of an incorrectly drilled hole in the top chord of a truss in the cart barn area. Please accept these as an addendum to the permit set. One set of these drawings has been left at the job trailer. If you would like additional information or clarification, please feel free to contact me. David A. Clark AIA Project Architect of Record Copy: Mike Sweeney, Project Manager A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas, and Washington 0 U F U U w'Mta:i+isu:r.:':,::ua + alU,:w : ilA.:ri .rt&4.:;Si,LsltilG..s:....es'a1 ; L:1' =' . ��•.:r Y.s. :i uu I O S E /L c t. u 8 hi o u Sr Rt_ /// /2 TRUSS TOP CHORD 2x8 DF #1 x 6'—O" NAILED W/ 16d AT 6 "o.c. STAG'" :r. (J cHo ,2/) EXIST. HOLE z_ 0 '3 S F .1011/1/4 ,156E0 .1 156 � • yN rg r. ,, LEXPIRES 1 n -22 ^ TRUSS TOP CHORD REPAIR (1 LOCATION ) 10906 -66 z 1 z W 6 00 WI � IL W tL j. to � . =W _ Z �. I- O Z I- a l U� O N � H W W u. O .. Z w U = z 1 c2 CI-081) 12EP4!2 SPLICE 16d 16" o.c. VERIFY EXIST. HEM —FIR TOP PLATES SPLICE 25 — 16d NAILS VERIFY MSTA24 STRAP AT SPLICE W/ (18) -10d NAILS NOTE: SPLICE AND NAIL TOP PLATES AS SHOWN AT ALL EXTERIOR WALLS AND SHEARWALLS. ELEVATION SPLICE TYP. TOP PLATE SPLICE REPAIR AT EXTERIOR WALLS AND SHEAR WALLS STUDS 10906 -22A - .,::uw./w,.a....:.:1, wS:t.�.s..r _.:�•u .. ,.;..+:i+..<;:::.::i.0 t..,;nSre ,. vit. urt.: a' cLU :��w».- ?.en*fu33.CGi:.::iw'�:� ua.x • gun.:^,.:+ t,: saL:• atJr .::r,Hivki:ta,.K..i:al.u,�,wa •:wuY..ih:sni:bN.£;:u :�:.Li'''r�i�3:nw 1380 — 112TH JOHNSON CONSULTING SUITE 100 N.E. SUITE BELLEVUE, WA. 98004 ENGINEERS, INC. PH: (425) 454 -7137 FAX: 425) 637 -2949 P2 -3 PLY PER SCHEDULE EXIST. 2x HF SILL EXIST. 5/8 "0 x 12" C� 18 "o.c. A.B. NEW 2x PLATE, TYP. EDGE NAILING PER SCHEDULE TYP. SILL PLATE REPAIR BY: N. TORRES U O O ELEVATION EXIST. STUDS AT P2 -3 SHEAR WALLS AT P2 -3 SHEAR WALLS JOB: FOSTER GOLF LINKS CLUBHOUSE LOCATION: TUKWILA, WA. CLIENT: CITY OF TUKWILA I JOB #10906 DATE: 12/3/03 PAGE: 1 NOTE: PROVIDE 2 "x2 "x 3/16" PLATE WASHERS AT ALL A.B. AND THREADED RODS. (2) -5/8 "0 ALL THREAD RODS W/ SIMPSON "EPDXY TIE — GROUT" C� 24 "o.c. OF: 5 cXr I 10906 -64 AMU•• +U:..ern+b� 1F IN JOB: FOSTER GOLF LINKS CLUBHOUSE LOCATION: TUKWILA, WA. CLIENT: CITY OF TUKWILA I JOB #10906 JOHNSON CONSULTING 1380 — 112TH AVE. N.E. SUE IT 100 BELLEVUE, WA. 98004 ENGINEERS I N C . PH: (425) 454 -7137 FAX: (425) 637 -2949 P2 -4 PLY PER SCHEDULE UU EXIST 5 /8 "as x 12" ® 24 "o.c. A B EXIST. 2x HF SILL NEW 2x PLATE, TYP. EDGE NAILING PER SCHEDULE ELEVATION NOTE: PROVIDE 2 "x2 "x 3/16" PLATE WASHERS AT ALL A.B. AND THREADED RODS. EXIST. STUDS O O TYP. SILL PLATE REPAIR AT P2 -4 SHEAR WALLS (2) -5/8 "O ALL THREAD RODS W/ SIMPSON "EPDXY TIE — GROUT" C� 36 "o.c. 1 10906 -67 DATE: 12/3/03 BY: N. TORRES PAGE: 2 OF: 5 1 r vDIDce 1Q-02 - 1 nm JOHNSON CONSULTING 1380 — 112TH AVE. N.E. SUTE I00 BELLEVUE, WA 98004 ENGINEERS INC. PH: (425) 454 -7137 FAX: (425) 637 -2949 P1 -3 PLY PER SCHEDULE e EXIST. STUDS DATE: 12/3/03 e O e .. .. .. 0 0 0 0 o V EXIST 2x HF SILL PLATE NEW 2x PLATE, TYP. EDGE NAILING PER SCHEDULE LOCATION: TUKWILA, WA. BY: N. TORRES OMNI PAGE: 3 O 0 ELEVATION TYP. SILL PLATE REPAIR AT P1-3 SHEAR WALLS JOB: FOSTER GOLF LINKS CLUBHOUSE CLIENT: CITY OF TUKWILA J JOB #10906 OF: 5 NOTE: PROVIDE 2 "x2 "x 3/16" PLATE WASHERS AT ALL A.B. AND THREADED RODS. e O 0 0 e t EXIST. 5/8 x 10" © 12 "o.c. ANCHOR BOLTS 5/8 "0 ALL THREAD RODS W/ SIMPSON "EPDXY TIE — GROUT" AT EA. END & CAD 24 "o.c. EXPIRES 1 0 -22 .— c JOHNSON CONSULTING 1380 — 112TH AVE. N.E. SUITE 100 BELLEVUE, WA. 98004 ENGINEERS INC. PH: (425) 454 -7137 FAX: (425) 637 -2949 EXIST. SILL P EDGE NAILING PER SCHEDULE ELEVATION TYP. SILL PLATE REPAIR AT P1-4 SHEAR WALLS NOTE: PROVIDE 2 "x2 "x 3/16" PLATE WASHERS AT ALL A.B. AND THREADED RODS. P1 -4 PLY PER SCHEDULE EXIST. STUDS a a a a a a a a a a a a a a a a a EXIST 5/8 "o a a a PEN a a o o 1 a a o o a o a a o, 0 0 ,a 0 0 o 0 o a a a 0 0 a 1 a CAD 10" 18 "o.c. ANCHOR BOLTS 5/8 "95 ALL THREAD RODS W/ SIMPSON "EPDXY TIE — GROUT" EA. END & © 36 "o.c. 10906 -67 JOB: FOSTER GOLF LINKS CLUBHOUSE LOCATION: TUKWILA, WA. CLIENT: CITY OF TUKWILA 1 JOB #10906 DATE: 12/3/03 BY: N. TORRES PAGE: 4 OF: 5 JOHNSON CONSULTING 1380 — 112TH AVE. N.E. SUE IT 100 BELLEVUE, WA. 98004 ENGINEERS, INC. PH: : ( (z j 454-7137 637 2949 P1 -6 PLY PER SCHEDULE 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 e 0 0 0 0 0 EXIST. 2x HF SILL PLATE EDGE NAILING PER SCHEDULE ELEVATION EXIST. 5/8 "0 x 10" ® 48 "o.c. ANCHOR BOLTS TYP. SILL PLATE REPAIR AT P1-6 SHEAR WALL NOTE: PROVIDE 2 "x2 "x 3/16" PLATE WASHERS AT ALL A.B. AND THREADED RODS. 5/8 "0 ALL THREAD RODS W/ SIMPSON "EPDXY TIE — GROUT" EA. END OF WALL & 10906 -70 JOB: FOSTER GOLF LINKS CLUBHOUSE LOCATION: TUKWILA, WA. CLIENT: CITY OF TUKWILA 1 JOB #10906 DATE: 12/3/03 BY: N. TORRES PAGE: 5 OF: 5 ! • ~x151'[ TO EXPIRES 10-22 —c 4 T.ow'fr ?+ Me",'1:"zst;i'rekliP`, YrikVh.Vt,+ ` G�. "a ..% �`«++, y' c. n+,. vaN t1,0 w; �w == =41===,• i. ,.,...u:--.,,,... FYI k�uu ell ! b �lmP1YW JOHNSON CONSULTING 1380 — SUITE 0 N.E. SUITE 100 BELLEVUE, WA. 98004 ENGINEERS, INC. AX : 63� 2949 LOCATION: TUKWILA, WA. PLY PANEL EDGE NAILING PER PLANS PLAN TYP. PANEL TO PANEL JOINT AT PANELIZED SHEAR WALLS JOB: FOSTER GOLF LINKS CLUBHOUSE CLIENT: CITY OF TUKWILA JOB #10906 DATE: 12/4/03 BY: N. TORRES T PAGE: OF: PANEL TO PANEL JOINT 16d NAILS @ SAME SPACING o.c. AS PLY EDGES sgx ��r 1 !r 15C:i t ,' �C Ulm r RES 1 0-22 —0 F e coL V P(I: I?! ') /O.) -1 f, FI I•,.1 >.) 13[)4 /133)11 - I UKIN I I /\ (101 F / I'/\IIK:; MIS I N I Of I I C:I ; fade' 1 Dec.09 03 04:49p Clark Architects, PLLC • DEC -9 -2003 13:45 FROM: JOHNSON ENGINEERS 4256372949 December 2, 2003 JOHNSON CONSULTING ENGINEERS. INC. 1380 - 112th AVENUE N.E. SUITE 100 BELLEVUE, WA 96004 (425) 454 -7137 FAX (425) 1337. 941 E- 111411; offs :o @John=onongineere.cam 253 854 -7898 TO:12538547699 To: Dave Clark, Architect Fax: 253 -854 -7898 Re: Foster Golf Clubhouse — Studs in Bearing Walls and Shear Walls Dear Dave, We checked the studs as Hem -Fir #2 and better. The studs that were cracked or had obvious defects have been removed and replaced. The Hem -Fir #2 studs are acceptable with this office. If you have any further questions please contact our office. Sincerely, J. Clark Johnson, P,E 10906/ 3147.33 EXPIFIES 10 -22 -04� p. P: 1/1 z 4-z • W J O 0 co W J • u. w g • - u. ¢ to =d z = H O z I- w uj U � O - O I— w w I � - IL. z w • I O 1 ' z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Weather: Date Samples Picked Up: Copies to: x Owner & Owner Architect x Engineer Form No.: T -102 Revised: 05/03 03-437 Foster Golf Course 13500 Interurban Ave S, Tukwila 11 -5 -03 Inspected the resteel and placement at Supplier: Mix Number: MSA: Max Slump Allowed: 5" Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Required Strength (psi): 3000 5aritplipg and C of2Samples 172 ,,C 3exctudlnp paragraph 9.1 z) Cast Samples: 1 -4 34" 38 Pump Vibrator 11 -6 -03 Report Number: Other Test Methods / Standards Used: Tested in general accordance to ASTM C39 x Contractor x Building Dept. x Batch Plant CONCRETE REPORT Client: Address: Inspector: x ASTM C109 Page 1 of 010 David A Clark Architects, PLLC 11737 SE 256 PI, Kent J Reeder Covered patio slab on grade at 1 to 4/J to M per general notes, 15, 23, on S109 and mix design. Footing and post at B.5/10.3 per 16 -S109. Slab infill at 9 /K. Resteel is grade 60 , as specified, from Cascade Mills. Placement Data; Design � Batch'WeightsCubic'Yard : Miles 0160A Cement (sack/type /lbs.): 564# Fine Agg. (lbs.): 1354# Coarse Agg. (size /lbs.): 1866# Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): Water (lbs. /gal.): 142# Admixtures (specify): 6 oz. Air lump Air °/. a: Conc.,K1 5% 62 Slump Range: �mments COMPRESSIVE TEST RESULTS Permit Number: Specimen Test Field Age Size Area Max Load Strength Number Date Cure (Days) (In.) (Sa.in.) Weight (Lbs.) si 1 11 -12 -03 7 6x12 28.23 28.43# 132,920 4710 2 12 -3 -03 28 6x12 28.16 28.63# 159,870 5680 3 12 -3 -03 28 6x12 28.16 28.66# 165,340 5870 4* *Discarded Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: 1 REINFORCING / PLACEMENT: Conforms X' Does Not Conform ASTM C617 ASTM C1231 x RECEIVED 'DEC( 2003 COMMUNITY DEVELOPMENT David Lyal- Project Manager 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 D -03 -042 Type of Fracture (other than cone) This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 002 Inspection(s) Performed: Shear Wall Nailing Project: Address: Client: Inspector and Date J. Reeder 10 -31 -03 No/ *so . 2>," i 7 c5 1/4/7 5 ,e_e7`' g gr/ ff e-&O e-e,c 4e / >74%1 17"2 v l1 Ze S A WC/ ,S 2 T /%7--7 o S S vc uo,dd // s , age_ Foster Golf Course Permit Number: D03 -042 13500 Interurban Avenue S., Tukwila Job Number: 03 -437 David A. Clark Architects Client Address: 11737 S.E. 256 PI., Kent CONSTRUCTION INSPECTION REPORT On site for exterior panel nailing at areas highlighted on attached drawing. All conforms to general notes S -101 and shear wall schedule S -105. Does Conform /JZ Remarks Copies to: x Owner x Contractor x Client/Architect x . Building Dept. Technical Responsibility: x Engineer David Lyal, Project Manager This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US -- Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: 03-437 Foster Golf Course 13500 Interurban Ave S, Tukwila 10 -8 -03 Inspected the resteel and placement at Plinth at A 5.8 to 6 and N4 to 4.2 per 16 on S109. Resteel is grade 60 , as specified, from Cascade Mills. Placement Data: Design Batch /Cubic Yard_ Supplier: Miles Mix Number: 0160A MSA: 3 /4" Max Slump Allowed: 5 ". Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: 2 Tailgate /bucket Vibrator Required Strength (psi): 3000 Sampling :and Casting of Samples ASTM :C 172;; C'31 (giic$ud(n�j paragraph 9;12).;; Cast Samples: 1 -4 Weather: Overcast, rain Date Samples Picked Up: Specimen Test Number Date 1 10 -15 -03 2 11 -5 -03 3 11 -5 -03 4* *Discarded Copies to: x Owner & Owner Architect x Engineer Form No.: T -102 Revised: 05/03 Field Cure 'Except slump out of spec. Other Test Methods / Standards Used: x Contractor x Building Dept. x Batch Plant Report Number: CONCRETE REPORT Client: Address: Inspector: Cement (sack/type /lbs.): 564# Fine Agg. (lbs.): 1240# Coarse Agg. (size /lbs.): 1860 #' /4' Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): Water (lbs. /gal.): Admixtures (specify): Cubic Slum Yards:; 2 5" 258# 5 oz. Air ornments' Page 1 of 1 009 Permit Number: David A Clark Architects, PLLC 11737 SE 256 PI, Kent J Reeder onaT,em� 10 64,. 4.8 76 Slump Range: COMPRESSIVE TEST RESULTS Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: Age Size Area Max Load Strength (Days) (In.) (Sg.ln.) Weight (Lbs.) (psi) 7 6x12 28.21 29.00# 108,430 3840 28 6x12 28.13 29.36# 133,150 4730 28 6x12 28.13 29.07# 136,040 4840 ASTM C1231 x /J L MO20 David Lyal- Project Manager 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 D -03 -042 REINFORCING / PLACEMENT: Conforms X' Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. cket 1No 103548 Type of Fracture (other than cone) L; r". - �i?:.%N�X� ^ ";�•Si�.rsci- +fh.Li X ,�,�; e..r,t`,. Job Number: Permit Number: David A Architects, PLLC 11737 SE 256 PI, Kent J Reeder Inspected the resteel and placement at Covered patio slab on grade at 1 to 4/J to M per general notes, 15, 23, on S109 and mix design. Footing and post at B.5/10.3 per 16 -S109. Slab infill at 9 /K. Resteel is grade 60 , as specified, from Cascade Mills Placement. Data ` , '' .:.:.. '.,,, ,, Design: Batch Weights /Cuiiic.Yard: Supplier: Miles Cement (sack/type /Ibs.): 564# Mix Number: 0160A Fine Agg. (Ibs.): 1354# MSA: 3/4" Coarse Agg. (size /Ibs.): 1866# Max Slump Allowed: 5" Coarse Agg. (size /Ibs.): Max W/C Ratio: Coarse Agg. (size /Ibs.): Total Yards: 38 Fly Ash (ibs.): Placed Via: Pump Water (Ibs. /gal.): 142# Consolidated Via: Vibrator Admixtures (specify): 6 oz. Air Required Strength (psi): 3000 Project: Address: Date: OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 03-437 Foster Golf Course 13500 Interurban Ave S, Tukwila 11-5-03 Other Test Methods / Standards Used: Copies to: x Owner & Owner Architect x Engineer Form No.: T -102 Revised: 05/03 CONCRETE REPORT Report Number: Client: Address: Inspector 010 Sampling and Casting of Samples r ASTM C:172, C =31px�wat!wr?nn Pna� ) . Yarc Cast Samples: 1-4 10 Weather: Date Samples Picked Up: .�,_. e ?'�,..._, a�`w'4'k ....:�+ o - �� u` v��, `G' 'L i a. -` x Contractor x Building Dept. x Batch Plant men u'. Page 1 of 1 Slump Range: COMPRESSIVE TEST RESULTS Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: Specimen Test Field Age Size Area Max Load Strength Number Date Cure (Days) (In.) (Bain.) Weight (Lbs.) (psi) 1 11 -12 -03 7 6x12 28.23 28.43# 132,920 4710 REINFORCING I PLACEMENT: Conforms X' Does Not Conform ASTM C1231 x David Lyal- Project Manager 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4 -US - Fax (206) 723 -2221 D -03 -042 Vi No: : 46 112053 u Type of Fracture (other than cone) This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Z = F- ~ • w 6 U O 0 co !-- w 2 g Q co = a � W Z I- 0 Z • w U O N O I- W W t— H LL O .. Z W - • 1 0 Z \;II I ,I, \)-( 1!11; Supplemental Instructions -- SI 10 — Misc. Structural Foster Golf Course Date: October 24, 2003 To: WPC Job No. 1701 Front: David Clark The work shall be carried out in accordance with this supplemental instruction issued in accordance with the Contract Documents without change in the Contract Sum or Contract Tune. Proceeding with the work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Stun or Contract Time. In accordance with the meeting with the structural engineer on 50- 1. At any location where a single or double stud has been removed due to a conflict with an electrical conduit stubbed up from the slab, add one full height (sister) stud on both sides of the shortened stud(s), nailing the sisters to the shortened stud(s) with 16d at 8" OC. Staggered, toe nailing to the top and bottom plate. 2. At grid line 4D, attach 6x header to steel column with bent 7 ga. U- shaped steel plate. Fillet weld to column. 3. At grid line 4D, Weld nut to anchor bolt and weld nut to base plate as follows: Puddle weld inside nut to top of bolt full height. Weld outside of bolt to base plate with '/2" fillet weld all around. 4. At gird line 5A, the two hold downs indicated at the windows may be relocated to thgifik, opposite side of the window jack studs. 5. At grid lines D9 and C8, head off one LVL king stud to allow the hold down to,. per plan. Bolts may be countersunk if the hold down bolts conflict with the 1 ' • ' ...AN 4 •,4' . —. e A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Tams and Washington l EXPIRES 10-22 -o-\ 1 Zo 6 4 • I I.t l' i I t i t Supplemental Instructions -- SI 10 — Misc. Structural Foster Golf Course Date: October 24, 2003 To: WPC Job No. 1701 Front: David Clark 2. At grid line 4U, attach 6x header to steel column with bent 7 ga. U- shaped steel plate. Fillet weld to column. 'tfj UC,T 2 0 2003 °EPiat:rT MENT A Washington Professional Limited Liability Company Licensed and Registered Architects In Arizona, California, Colorado, Hawaii, Texas and Washington The work shall be carried out in accordance with this supplemental instruction issued in accordance with the Contract Documents without change in the Contract Sum or Contract Time. Proceeding with the work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Stun or Contract Time. In accordance with the meeting with the structural engineer on 1. At any location where a single or double stud has been removed due to a conflict with an electrical conduit stubbed up from the slab, add one full height (sister) stud on both sides of the shortened stud(s), nailing the sisters to the shortened stud(s) with 16d at 8" OC. Staggered, toe nailing to the top and bottom plate. 3. At grid line 4D, Weld nut to anchor bolt and weld nut to base plate as follows: Puddle weld inside nut to top of bolt full height. Weld outside of bolt to base plate with 'A" fillet weld all around. 4. At gird line 5A, the two hold downs indicated at the windows may be relocated to thQ,tx -' opposite side of the window jack studs. 5. At grid lines D9 and C8, head off one LVL king stud to allow the hold down tq ti per plan. Bolts may be countersunk if the hold down bolts conflict with the 1 EXPIRES 10-22 -o'-\ J Zn-o)-(.1 OTTO ROSENAU $ASSOCIATES, INC. Job Number: 03 -437 Report Number: 004 Permit Number: •RlX, "; -a;- :7X r,? ; 6,;t.o uric •:: e!•• un. v r :. <r z '.. A „ ; ..: ..! . ^,;I'x: a•.. gi,.;.:,;,.,..!ft'.7., Krl• t f'43M1°. .,,j'"r' . f. `.... .,l+T �",rr. i I x » n:q, *. *.>f;i:' .r. r r li '•": -. ;; :.:t:�.. }y t�.r� u.,l `::1. }, . iR,i.,y�•i't d.;� ��,.,+.ltd•!' t F•�1�.�';.,�' , �rP; �. J '�• ^ ,.t' �`lj �.e' � 1Ct: . � 1 hi .s s `.! „i nC'Nc- "!' « t� *I .....n <:�F =3' �1b:5` °taT ''i`.N'a t� u .C. a•, ! fi,: y, .'h't N� , f ,; `+ ,.,y..,,, , r,+r«., t ..,.: „ N .y.x lar '•i �! ::.i.C, 2:Y 51 1:Sl,:vv::(4,•iii...., 1$'o'i .I +• +, .. FR )�.4t4✓" .x.t „'',. ?:., t.i„ .1. ... .,. >:�.. «: Project: Foster Golf Course Client: David A Clark Architects, PLLC Address: 13500 interurban Ave S, Tukwila Address: 11737 SE 256 PI, Kent Date: 9 -17 -03 i Inspector: J. Reeder '•W:• '`It;YYf •S {T'.7,t .fixy yip bY'. ' '}Y'7 ?. f .x..M 4�•' .H (• k`„i/ ��' il�N '+ti • ��✓•�Y•')i•. 7t' • 5. (;' -'n{7 {r 4«T�.� �lx'i�:..1 I.y � "jy '•it':,•t ri. 1'.. t`Yt l• :a;;,�TY -. t';.•.,1 �� .F a' �:�c r`l�;.M� ratV(r� Cis +P 444!'ty^.. IR -�+:r .r!t�I.3 :r'S`�".;tI p, +,., :, . t'r'l j ”" ..r $ •w•i,. .r: a. . ...t�r.r.y1 'k lr:.: "�' S':: =:sf: �xt 7� a� '4 t �+5��vr!oat.sv.:rrrk, ae }�`; {.a� Arts % <:d:•!g,4C^�.:. :.. '.5f �.. '{'.✓^ `�._ �,�- .., � ar1',�- '»F5 x` �4t R : t 5, '`� t"- .�.'v.:�. ,.:. . +_.:. Al :S.'s't -: +.� .v.�n '3:. *, "<'�''.M; :in.. ,...- 1�...}: r..r. #.. .,�,.�,..r . . ti.rx�....,,. _._,..,,:�,.� ....:.,�A .. r :�:'•. Inspected the resteel and placement at South drive way bottom at west side of gutter, #3 bar as drawing shows 18" on center. Resteel conforms to concrete to verbal OK from Greg Villanueva from City of Tukwila utilities. as specified, from Cascade Mills. .:� .'� "�c , ^ �"! F �tx ..<- �;€�nu�'l.wY+"ru�.t., ���.. :,r, r-a*. +. t t' •- T :.•,7 • �r .+c -' - , r� ! . - :,`,f a t�. +� x�. iF t:Z.000 Ba. c ).. of hts/. a tc .�: Cement (sack/type /lbs.): 564# Fine Agg. (lbs.): 1420# Coarse Agg. (size /lbs.): 7/8" — 1860# Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): Water (lbs. /gal.): 279# Admixtures (specify): Resteel is grade 60 , i!r �'`° 's. t -•r'c�aux twn,r:ra.,<x-t"<,- ....:. , �•z�.� �; Supplier: Miles Mix Number: 1600 MSA: 7/8" Max Slump Allowed: 5" Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Geotechnical Engineering, Construction Inspection & Materials Testing Required Strength (psi): 3000 4 Taiiga Vibrat p�l P RIP Cast Samples: 1 -4 Cast Samples: :i Y.• :� tit. :'t,• .{ :�:C' ,.�.;.y + +yt•c C«„7. < + " `i.,.c,%«" :;!• ..,r:. ' �e.:��»•t!;r.�"df"+1�l:Fti Weather: Overcast Date Samples Picked Up: 9 -1 , 6-03 141,7774. :.,, t i ?,.?/'. +rTY.rd MI x` is �i' rW"t Other Test Methods / Standards Used: Specimen Number 1 2 3 4* *Discarded Tested in general accordance to: Copies to: x Owner & Owner Architect x Engineer Test Field Date Cure 9 -24 -03 10 -15 -03 10 -15 -03 to or x Contractor x Building Dept. x Batch Plant CONCRETE REPORT .h!!�.yyy.. AIR 5oz � i rn �; r r wapC - X : x iTi.iSSr'�.. c SLy..ox TC ;+,.X4 4'/4" 5% 76 C! * i { ,,;�s }74 ;:1$v 'l :Yj :;'k ` . j ( ; � • ' �•• y { `�': ° ; c g Slump Range: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: 64 Age Size Area Max Load Strength (Days) (In.) (Sci.in.) Weight (Lbs.) logl 7 6x12 28.27 28.90# 89,970 3180 28 6x12 28.21 28.92# 110,890 3930 28 6x12 28.21 28.82# 110,170 3910 :6 ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x 33 David Lyal- Project Manager D -03 -042 Type of Fracture (other than cone) This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -102 Revised: 05/03 OTTO ROSENAU &ASSOCIATES, INC. Job Number: 03 -437 Report Number: . Permit Number: D -0 - K'•fn :v.q. ;2a'7,c a�.�t; vii,[ i ,}y' ^i O. ,..; +.:y.. ,. ,,> � pu"T :t . ' :r o, . � «.t. t r.. y{ , ? . i "# . I ,r, �F «„ i ':r ?Tt' "�r't. <,tn• ;! %'Ak �ti �.4� >.E i' " `.e. { :.,n.,.. " } ,.�,.• .i.;. "..:b . r,. y- t Np r r t . X rea de a ` i;:R{ i ?•`, g 'x, L ` 1� ` F�', n} . 3 ,t. : y%zs. Y' S:t•L �;i"a '.:r " }., r as �, e "v; r 9 }.. �.. ..�., ,, lF� a . � d ,tn ,rr'•r ;' c .t, � w �. I 1 , F ; ,.:i k�. �r:- f! ��, i 1�.,.+.; �.• kcl�rkt dlTUai�F,' t' r 7 ; 7y.,:, fin��:, �r; lor.; ��"'!: �Y} fita ::i>a,:.�i. ^.•.�'i�.�t�it�:. ..sl.�- y � �'F !!t' 3 x: y �4, ,,��r � l..i .' i!"Ni:;1;.�titi. t`.i',rs,iCis�$r.e; }3: `717;d �i�;.:� ;"::i' v ": .. ;;•!:..;::':.!..�` = : � �4 n'�1gr:.. Project: Foster Golf Course Client: David A Clark Architects, PLL - Address: 13500 Interurban Ave S, Tukwila Address: 11737 SE 256 PI, Kent Date: 9 -18 -03 �. ;.;,.:,,.� ; ...f::::.� N A- r,, . #��,,::,,.�..':w>.. -,�' , -. �,.:•;,, � .. ".'::�� � . n: ... Inspector; , . ,,t{ ctor• y Helgeson s'-t,'A, �. a .,x. _:17A. • ; {,c.'r.µ.=.f '• «t " itit l � ! , y r� N iI.144, : : _ 7 � r � . }�!#•?.:,' i••`7�•'¢� ai I''-rt,l .I ;P; {tl•nY. itiP t..'.� .y i ..t : ,. ; r�• e• 4 . ;: '.!. x n w,p ! e s , , tiF^ ; Vii. . ! : �1. -},�s} J.s' l b x�.t * .,h. •}j,: .,t .i:. t . dYT: , v 4 .di• "'.e:u: i4 .:'' .,. x. }..n �vyii:.;:,r t y r r�...`bt,.,}Y$.,t. l ?' i,.,,., • Y':..eeit .i:1 ntTSIRee., `:0 "al,r i.;va4.1 tr.Crla : },IC :, .; i :,.t.). .*:;;tii«: ;��•': Inspected the resteel and placement at Side walks at new east parking lot entry. steel is grade , as specified, from .,;: '�'� _:.F� , 7'•t�^..•.v nr:a �i` .'Sry+F•- Kk6 4€?Fi'iti:! (.fit•' i , .:t. :y. r c'p �.^ -�.,, i ,_. .ri <.. ; •c , �aY�w. .. . - ,P.Plat p : L VINj . ; . a . s'$ '' +t fµ_'�'t`.st�,•i� •:w: ,. " i:....,� �, _'.r;_ ...... � _!�en�... a�;n�,,�- <:..a�,r },;��:µ.�'a:, �•��i��� <�.:�3:�,�i"� -; :`�. a�r..��l�.�_.�Q6si�gn t�atch.'W��g)hf� /C Supplier: Miles Mix Number: 1600 MSA: 3 /4" Max Slump Allowed: 5±1 Max W/C Ratio: Total Yards: 6 Placed Via: Chute Consolidated Via: None Required Strength (psi): 3000 Geotechnical Engineering, Construction Inspection & Materials Testing FrIPIINve Other Test Methods / Standards Used: Copies to: x Owner & Owner x Contractor Architect x Building Dept. x Engineer x Batch Plant CONCRETE REPORT Cement (sack/type /Ibs.): 564# Fine Agg. (Ibs.): 1240# Coarse Agg. (size /Ibs.): 3 /4" - 1860# Coarse Agg. (size /lbs.): Coarse Agg. (size /Ibs.): Fly Ash (Ibs.): Water (lbs. /gal.): Admixtures (specify): 258# AIR 5oz lak,46,1 43 1 6 4" 4.5% Cast Samples: 1 -4 Cast Samples: .��.T�[Wr'� -nr�. !:;'� ^ y74Q: :rt?xr •a y.s. : { •� r C`'T•;^Rr? a;ta�;;i.�xxf -: rr .c• •r z: c r' _IT 1 f 4 r F sT f le ./ T +� ts7r T�y, � i e jr t r r c x r ?• }] tit. t S ' .:. t ert>itn ^ "k S.�It•. _,.Tn�r.tvt{6r4lSi�rlh ° . t,tt,i3f{li x l�. ff. . • Weather: Overcast Slump Range: 4" Date Samples Picked Up: 9 - - •r {F:�.r ta �:�;'� �.::' {;T .. •� CMS: yfi S':- . 4 ' »4 :.j •..:r.4+ . .{y,•L �p'•p � / � - r.•"+x.r�. ..,�xw:::, rwerr.: `.. i t/..1 " 41 . . f "t u 0 h /fx s,±,1,ta.y r { {•F..7:{ik �+'. .V.I��,�yyt;a}•y,.h,au � t L vc s.. _1 ,t.*I,i.. aa{, St r }:...isN."./i4..;!&r�%r:�;iiRt 4.i2; {,d !•. [ <i:..�,x ai"x' �Y.h` :k.,. ,. .iY .wi:Y'J.,:t rri COMPRESSIVE TEST RESULTS 70 Technical Responslbillty: 61 1 t S .. p Sfii a ry , r2 c } n i. i..l.l.,".s4Rr3ai �vl7a�•.. x+s.+r'P i ,�.r Au ,i.[.. ... D avid Lyal- Project Manager f*Vn�rlaYd.W9' . W�MtYN a+xrrrAt rr nr..ar.N+•:a(CtQ W.ras'+..1'�A�t$fl ft ^ ,airt. -i.r a ±f }.Yiffr�Yt ^'>✓- 77 102959 REINFORCING / PLACEMENT: Conforms X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) (Sg.In.Z Weight (Lbs.l (psi) (other than cone) 1 9 -25 -03 7 6x12 28.18 28.64# 91,120 3230 2 10 -16 -03 28 6x12 28.27 28.78# 126,780 4480 3 10 -16 -03 28 6x12 28.27 28.80# 131,820 4660 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing In conformance to ASTM C1231 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - 888 - OTTO - -US - Fax (206) 723 -2221 Form No.: T -102 Revised: 05/03 Job Number: 03 -437 Report Number: 006 Permit Number: .::..... ....: ..... v.. ^.r.p:. f . .. ' ^. •..vN' r' •..t /6' t l4 I .:pr: ':.!` 'WzF 'r 1LLw� ( n a •r ;1 •i '1' . ?rti(, 1, r�a:A. . f �. .,�� °�i�.:�t.v � ,di !. : {. �w�rt3(� X1,'1, axrf' 'j� )l i jet °..'.�< is j i� t'('�,'••a •.y �., � �q2'•l• f L t*,.; Y ., ti.•.> r , t r ,•:'.fie• 3.aft 5. .�fS . ,'? ` . z z • ;� j,.t .. }. f rf..ti >fif a 7 Y , ce.. >,4 , M t7� *'I .. `F3f'Ikr•!Ti11,i J:: 1. ;, �i • ;t'�T 9 ;'�,::¢;�r .i„h �.Y 4 .1i' t ..4• ;.,5.�� 712::1:r�..Nf:<r. :7',1 t +.�ti•7 1I . F'i+G0i ;i ti.., _.t r ig .,.. ,.. r :_:. .. i..�i, i v i ".G ,' Foster Golf Course Client: David A Clark Architects, PLL '�... C 13500 Interurban Ave S, Tukwila Address: 11737 SE 256 PI, Kent 9 -19 -03 Inspector: . Reeder t 1't if +�r. n n.{�: �i�.�at �� >tif ��t�;C rs4t;sfi {.L. �l 1 �' •y r r�i {w ,? i Y . . �x l' Hi�1JL..kt u r. a a ". • 7 t . t', ?, - I p5: ,�.. ,,J . ` g ..1. c Ufa •'� . r: ETVIG,: rs F p�<t�'r :: '.r. +,..Rt. �} h� t' ". 1 Y } ff .'r3 f 12 ,.5.'� 1•ir - , � ?�. ���.:., ., }.. ; C.�;trt�.t r%j "'t :Y4 his". �..{.^..?; kl.,.' �t*{r:�A�1ir�".'«'vi�'i'�'>7.Z. Fi t•�G ;;i, 4 t��� ,t� .),., a. +� n •;:'�, .. � .7.: : 1 . .,,1t i..'.l.A,. t....t •�Y,iJ .:.Rt•.:i�fS!�JYY. � 71� .L:.i_'Y, ..'J.: vi✓ 5..�7 t: t' ::� '" =. Inspected the resteel and placement at Slab on grade, 2 to 6 / A to P per 5 -102 and 14 -5109 of approved plans and specs and mix design. 60 , as specified, from Cascade Project: Address: Date: t.. Resteel is grade tCe mei Supplier: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Required Strength (psi): 3000 Irrs Cast Samples: 1 -4 Cast Samples: OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing .y..aa.n .,,µ.... . * a ) ...;.s c. r.y;•,< ; ;t' y ^>^: :rtix' � ;o+ a .v. ,,w k; ;:; �. t� e �. Fi f 1�?' ; %" ? ' a ' T�:t{i.. ,t,? k; ?�a•a P:r {'i s .�..1t,.ri #}� ,jwr�+{ 1!a��•G:C ?w'u�i *�i,�, {? ,:/h -{' t ,. ?� _ .,t.� : ? +a r,... .;,. .,,1 .._c�i.��w.r� �:! J; 4, �w�3_? ry.-._.».... 1.....<. Lw2. rm.. tL�BCSi }.,.�Ja7i1° Weather: Overcast Date Samples Picked U • 9 -22 -03 Sd9 ?' j i : t ti ;+ ¢ x 3: • <is' .t,+ k i }•fi . ±fi4 f �/y�•-t Vii; Z hKpJ.�:in�C.tT , .. r,f^'e ^... ...! },,• "-', kr Ai{r *1 •Y �i°5'•) 'Y }ik �•� .a.. }4 .. i' L" 5w; �... ti� Specimen Test Number Date 1 9 -26 -03 2 10 -17 -03 3 10 -17 -03 Copies to: x Owner & Owner Architect x Engineer Form No.: T -102 Revised: 05/03 t '? y bx i+tro t z5. } .v�•, y e r,{ r >+«• "«., .�...; ,..( 1 t,daatB•a'.:, i . : ? �!�.,., +.r, N" f?i%' ': ••:'klP>u Miles Cement (sack/type /lbs.): 1600 Fine Agg. (Ibs.): 7/8" 5" 111 Pump Vibrator Other Test Methods / Standards Used: 4* *Discarded Tested in general accordance to: x Contractor x Building Dept. x Batch Plant CONCRETE REPORT Coarse Agg. (size /lbs.): Coarse Agg. (size /Ibs.): Coarse Agg. (size /lbs.): Fly Ash (ibs.): Water (Ibs. /gal.): 279# Admixtures (specify): ubc 20 5" REINFORCING 1 PLACEMENT: Conforms COMPRESSIVE TEST RESULTS ASTM C39 x ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 :rbe$ gi><=.8'.atehlW tiht"s.'(CUl;� Yar ° s " 564# 1420# 7/8" — 1860# Technical Responsibility: Field Age Size Area Max Load Strength Cure (Days) (In.) (Sg.1n.1 Weight LLbs.) si 7 6x12 28.18 28.97# 111,190 3950 28 6x12 28.27 29.20# 119,740 4240 28 6x12 28.27 29.25# 119,780 4240 S3'?" •pu ""iiF.:'?� ,4:'.^„[1�: >.ti'. :.!"..''t�.': I: n 't • ^:F 4 'w C� s , c ' n ?Ertl `. rF'.4 : ? <I : >.. , tC '::. Slump Range: 4 -5 +�. : r >:., �.>.,. �;• ➢;'::";: " °I..:' >':ii' } y y �,•,; +rp.pn,; p =,;, jF Y:2„ -,; }2. ?3' j .. ft zG. 7�' i'�T t �s i. s L -•..:«,.,..... w•.•..„-..:.' 1 ...r�:�rf.r,r•K ?t,...!•�,"�. s.t - .:.. f ., .. ..a'� ASTM C617 ASTM C1231 x David Lyal- Protect Manager 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1 -888- OTTO -4 -US — Fax (206) 723 -2221 D-03-042 X Does Not Conform Type of Fracture (other than cone) This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 03 -437 Report Number: 007 Permit Number: D -03 -042 t t. i t f! 7 (, i v7 r- ,,� r�, .!!.= �sll:�:•f �'`!:' .-. t s; -4t, t. u . '. .rt >'. `i:t,d: , ,�7; �`:,�, _� zw . J :^ y ., x•t : i� ` . t' c , u °. .' iC.t.. ,. •�.l... * i (40!:' s ' A• �r., i '•'�{(d* .1.•1'.S . l v±. "t . p «.,,,I 'v ;s.. : t„ ` O n y . , . t , ..�•. , : te r .�'S,',:.t.,,.r . ±.k'_w: ,. i{r S�'�'.3i.T =! �xr ej f2r+. ri !,i:Sy:c:e�t:nw "C::«'Y7S" "'.:.1 .;�xAy.;,l:.t �.�•�•. +.r.,;, -. _..��'�� ,� s..(. . ?: �: s r�o .. 4ni tt l� f r:. .. ��� « . '��.. �,'i Project: Foster Golf Course Client: David A Clark Architects, PLLC Address: 13500 Interurban Ave S, Tukwila Address: 11737 SE 256 PI, Kent Date: 9 -19 -03 Inspector: J Reeder +'ir a'. µ,.' 's •, ,�. ! *�,. •,1 r•.p.r•_, zs, `f'' Y; ib ,,,,, t .• {-; K: .7•'r"` er.'C' ' s >tii`r : '.r , ' y , ;ry,+:•, :., r, :',Zi" c,' .,.'•.: %' .y. .x� .,t..�z� ff �� e z •�, �' _r7',(; °f "'< { �.� ,}:. �P., ,1.tR^ }±� `� 1� :, t.,, >•;.:: '{' "`f . ! , ..., , i.f.. �r`ii:, "vi' -`rr ..G a . .{n!, `l. ,. : y 'r :h 'C' ,., 21 , 2 ,', ,,, tw' :' ' ..,i, •.. ... 1� +': i �... .�,_lct..�....<t. _;.t�?!71..•.. _.: t ri'':%: �i,:'. 'I.;iit'•:i;i <1.5:2'�.c�. a_ { .a;.17 u ;6\?i�° � } ir�f �s �., �. Y+>, �. k. a( le_+.: 3�': 1^ tisi': ��: ci:«.'. i, i. l:: t.._.. t���.ii�.'....j:.,itz,".....+., ..�t •:Ci : zT.��!��A:_ x, st.>7irs�y� e Inspected the resteel and placement at South drive way approach and gutter. All conforms to approved plans an specs. Resteel is grade 60 s ified, from ascae .:, ._.v.. }: :.... ^, �•C = •. " 'v • ..` " , as ec .,.� K L LEI :q'n: specified, YA C d ,S rt1•vti1 ,. d •t 9 t'., ..'G., .M \. : L.q� +� T 1 i �, } �. ♦ : iz d !� �m :ib i1 x.� �. ' �. r .. `(..e �.•.t ' . + ;: j F ' .`, r `rxT ,.# (- r. 7 t �T aR �'r. r' by zi. D ! • T t 'pl .c._. err! ..11iti�,Sj..l , , .2 t l; a �, .i :�ti+2030,i lgn.,8atc.. It ..l 0 h s *y......... • , i1,6: , ;:. 1 -4 Other Test Methods / Standards Used: Copies to: x Owner & Owner x Contractor Architect x Building Dept. x Engineer x Batch Plant Required Strength (psi): 3000 °,o Sa ;0.0.1.1 Aso.ktiiinariari Cast Samples: Cast Samples: " Weather: f... ;v 4tri Ft FL }��'d.z f�•' ° rMp�%����y�� >i fTf 0 ..z,r .,(..r Weather: Overcast Date Samples Picked U 9 -22 -03 •:F;: ..�.r. r. u:• .,�„t�s;t;.;:.,. � °i" %'r " �. d: ,<?'`9:r^:� . 7 ' Y.., S a . '.. i . �. �. •4. ]I . �EkY.r ra. ' t � .lik:.i i� r'a1 { y ti .ii 4t':� CONCRETE REPORT Supplier: Miles Cement (sack/type /lbs.): 564# Mix Number: 160A Fine Agg. (Ibs.): 1420# MSA: 3 /4' Coarse Agg. (size /Ibs.): 1860# Max Slump Allowed: 5" Coarse Agg. (size /lbs.): Max W/C Ratio: Coarse Agg. (size /Ibs.): Total Yards: 9 Fly Ash (Ibs.): Placed Via: Tailgate Water (Ibs. /gal.): 279# Consolidated Via: None Admixtures (specify): AIR 5oz , 17 r "_ A.: rr.:,><,. �a .aa):.�:i�u�..::'.x:,;:.:rn:u v a,'a�.._ u�1.F � 34r, Slump Range: 4 %' . EY pt1 ��! /�/11 ra {n om l �7f� K`•_ M COMPRESSIVE TEST RESULTS Technical Responsibility: David Lyal- Project Manager \AL This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 -- Phone (206) 725 -4600 or 1 -888- OTTO -4 -US -- Fax (206) 723 -2221 Form No.: T -102 Revised: 05/03 REINFORCING / PLACEMENT: Conforms X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure 'Days) (In.) (Spin.) Weight (Lbs.) fps]) (other than cone) 1 9 -26 -03 7 6x12 28.27 29.10# 95,070 3370 2 10 -17 -03 28 6x12 28.27 28.94# 143,320 5070 3 10 -17 -03 28 6x12 28.27 28.96# 142,860 5050 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing In conformance to ASTM C1231 t41i4:.ltoti4 ;atiu.ywrra OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction inspection & Materials Testing Job Number: Project: Address: Date: 03 -437 Report Number: 008 Permit Number: :.,, � i'-:'w' eS�i. �:'E'a�` tf =i1.: v .;`.,•`'" "�. , .�. .ry,�* .Y ` 4 r't:.•,, �. 1„ ..i .t - :�. t .} !..,. <.r '� ^!1. '?':'i f', p , ,�+' ?: }`Si i3.` i. X }''; y�..t "�� ^an {' yy +;y'i:y'.�� jrY �1.y ".J � ,{, y�O ' 1" Y e Y.1X X q, .x .y f, = i x 1 �.1, . Y t '� # yy }, / rr r ,/l ii f'r '!! ' . 5 }SVt J.^.'A;tsk`ki%- i�+4v7', r � �.r Y� ,�.:«f .:' .4iC:1.i•t�•l�'1•t4tJ':'zh: S {`S. {.��.�c�s.. •n..«r tt- �rs�ri'e!' ;i'�9�:w'e�.,.r�i3,1" � ��i':iY:ati.:ii �Al:t ^"�r.:w:v�''� ��•r-- »'�t'in+ j{ :.t Foster Golf Course Client: David A Clark Architects, PLLC 13500 Interurban Ave S, Tukwila Address: 11737 SE 256 PI, Kent 9 -23 -03 Inspector: J Reeder r « rr 3 +� 7'. Y .. X ,J��....t. i ' a fr `-. t O .'S''`,'iv�t:`� >i�.'±J�r�£'t :X. .S it '�,'i7" "'1�Y�Y'rit -.., .4L.- "''�3, .��{;�.i�ib�tsri':'F1 t; ^��Y•> ty` i � } ��.'�'�ea:7+':X :.�� .7 }' i. ^� i�. r A47 - im . t r : 4 E i?:,. ,. i Y 4 1 1 t • <i SE l' (-q YP +.t I 4 �+�. 4 !' �t..1.,, 'r,!.k, .: tsv(: k:�!rtr,p�. :.::r:.:i�i;'- ,�?;4r E w�.�,<'�,,.r,..'t>�.rw;` , i?, cz�i�ss' �S'::zt�trt. �.F.?�r:'h�c.� ..x E, i�F.;+ -�:c� �r ,4s?�.., d � K�. n . r i ��r .. � k t }a,.. .Y471iE1...:.�..'•.,R: {'�''.'.«r)r ..r. .:- dt ";i,£,.•.,:tt,` Inspected the resteel and placement at Slab on grade at A to M / 6.2 to 12 and footings A to D on 6, 4 to 6 on A, a to D on 4. Two wet loads placed. I let Dave Clark and Steve with WPC know and they choose to place concrete. Resteel is grade 60 , as specified, from Cascade .n Y°•=,' r «'= FF "-vrve:�aea.�+Y•° ':x t. " {,rte t s° t t!'! -« 1 'F e.: r� v:. T x °e -, .yi: ..�... �..*7 •rrT'•r •rr s..t a^w. +q •r +rrr ,+?c t { 1 •�f +7r f : r 14'�{t1 ?�Tt_ � . >S .5s '? ) � 1 Cement (sack/type /lbs.): 564# Fine Agg. (lbs.): 1380# Coarse Agg. (size /lbs.): 1860# Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): Water (lbs./gal.): Admixtures (specify): Supplier: Miles Mix Number: 1600 MSA: 3 /4" Max Slump Allowed: 5" Max W/C Ratio: Total Yards: 153 Placed Via: Pump Consolidated Via: Vibrator Required Strength (psi): 3000 Copies to: x Owner & Owner Architect x Engineer Form No.: T -102 Revised: 05/03 ofis See additional test results on the following page: rr s "10 e r'a .vc s �t�r; r -rxre w x� ' ti ,771v i- � iibl'�N. II a 3t�' a i a .4 i, c t, ' ' - : .f;:?!?:•r 4i,c'i!; : _ ..re`r� ; 3'¢ ! T . +` ;{.t.?tcl}� 4, 0Y11a4 0101M ' i�' ' FS» 1�? A �'i Cast Samples: 1 -4 11 Cast Samples: 5 -8 (wet load) 89 Cast Samples: 9 -12 153 L y t X 4 i r.i. L" i r .r� , I � r t �^t , } 1 }�.. �" ) L� .. .Y f L£t�• 1 } �r �,�•i.� �7 =2w > �A ; �' 7t h < r{Y^ . .( S-s"`S �. t >T .!" 'S Y kr-�.. Y ,.x.:,., s. .,�x, .'1. s ±!.}..�slls_.''x.r:�saTi. x:''�. ?: 4.u.y�.k....t.._le... ii;i:� ".x:«ac"..4xN :.,. ,Fr:,�L'i'E�i l.•iy�' Weather: Clear Date Samples Picked Up: 9 -24 -03 t { ..,{ st f �F. ?S'' ro°' 1y3•�f��yM� ?$�, r ftr';;{'n.` y. � :':' ,„1,� "`rt, i".':d'ai T.;' ..tjv. ::,. l 1 ..» a.; g E is.x'w `4: ':'iagt nits tr" taY�ia iix � 'Except slump out of spec. Other Test Methods / Standards Used: x Contractor x Building Dept. x Batch Plant CONCRETE REPORT WOO? r 'a�.,s 564# Reomiz 30oz 4" 1.8 70 60 M725 5 3 /4" 70 63 M747 4" 69 69 MO22 3 {t ; '1+"i.. k:=�R' L uc. v . ,��X.-n: " cS! st (;$+. 'Jt`i' i'i'.tNE 'ax:� +" s "'L r3'Qr� x r, ,.'«.{., i ib . P . ..r'. 4 :4 . dii l t> :�' ...u+�' k.:4Y;n: « —; �13.�,... <f,�L � 7r�.X`tii.r_.�;,�. 1`,it . 11'.L .:L Slump Range: 4" - 5 3 /4" Yr» REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Technical Responsibility: Specimen Test Field Age Size Area • Max Load Strength Number Date Cure (Days) In. (Sg.in.) Weight (Lbs.) (psi) 1 9 -30 -03 7 6x12 28.28 29.13# 101,180 3580 2 10 -21 -03 28 6x12 28.27 29.18# 116,650 4130 3 10 -21 -03 28 6x12 28.27 29.24# 131,040 4640 4* David Lyal Project Manager D - 03 - 042 This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 2 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 X' Does Not Conform Type of Fracture (other than cone) 109902 103111 103153 6 7 8* 9 Specimen Number 5 Test Field Date Cure 9 -30 -03 10 -21 -03 10 -21 -03 9 -30 -03 10 10 -21 -03 11 10 -21 -03 12* *Discarded Tested in general accordance to OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction inspection & Materials Testing Job Number: 03 -437 M Project: Foster Golf Course Address: 13500 Interurban Ave S, Tukwila Date: 9 -23 -03 7 28 28 CONCRETE REPORT Report Number: r. 3 44? COMPRESSIVE TEST RESULTS Age Size Area Max Load (Days) (In.) (Sc.In.) Weight (Lbs.) 7 6x12 28.28 29.40# 103,480 28 6x12 28.27 29.61# 124,690 28 6x12 28.27 29.18# 139,320 6x12 6x12 6x12 28.28 28.27 28.27 Client: Address: Inspector: 29.34# 29.40# 29.47# Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Page 2 of 2 008 Permit Number: D-03-042 mom David A Clark Architects, PLLC 11737 SE 256 PI, Kent J Reeder 104,390 150,610 143,070 Strength si 3660 4410 4930 3690 5330 5060 ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 4 Type of Fracture (other than cone) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 03 -437 Report Number: 009 Permit Number: i,•'�ii ;^•: ! "Y,t�Y •7••r'i rr }t- - r v• :fr- T ri £2.I.YS`r r. o�. r i fi r?+ ! „ ><.� �,} r,,, r..ar'+:s•', ,:,i" f . { " t ,' » " ••r, r .- , , ., + �_r.� • ,7 t : { , +• ti ,j".,. { p 4q :4 ' '' l `• , Y ', I 3 •.• ; � te• :'ti YP; tIgl' .'. : 1. 1 4 { � ` `> . ., . . '� -. , y. d . e , f ' ;' /;•' SS.t+f;i: r '. , : t....2.4:iii;� +3r5 •it✓ l� S ^,l w; �;1 s.,'1 ka,• N.. r . Si, }} i' 4 . y ,1 rtti 'tt.r < .) idi w .:•.r .. Y . ` :` 6r �r.: 4.. �i, 3•.{: i,' zi: ti°+ tYr:. ��. r �. �. �a..-, i + lnx- s. •s.�1..' T „r.t:•,l�. �.1 -.. : i ^. t '1� Cru"r' -�� .::t + ":t��Y3.v`�ifi' �.:,`,FG .i;:.�, Protect: Foster Golf Course Clien David A Clark Architects, PLLC Address: 13500 Interurban Ave S, Tukwila Address: 11737 SE 256 PI, Kent Date: 10 -8 -03 Inspector: Red ! :' { `YV' 7 ' 1 '.4; n,, • .. r rt '^' 1f M ' j t YY.• (! / %'t t .t! t ^ "J J. "t'Y4V 4 1J T •ti: nr�i..n„. ?' fl••YJ.i . M[� rr • •l'�. .w e .. er L t ( 4!P..4' 7 •t„ t r - r ,r•: , c's,' ; + lTi, �..t E • I• - •k �,•, , t y ,, tfp. g g i . 1 .. , ,ty: • .ti.�. ..., X y. : pp., 1f ,, : '� +. r , . r & , ,.,7 . ,. t +t. l,t' �.f, C . ' . . � } ..a r f.4 .r Y j �,.• . • f i Sv.tj . 1. 1. 'N 'i.„ - Ff. 4 '.,i ,�. c Lwt ., .•, ?... 1.. - t ,}. t.;)4 ,..... .�.tY;r., ..,�.., ,�, u ,... , a.�:t'.'w.•. �d?::t,:. i:s S'�..atc��` � .,�.�.:kv..,c3..Y.C�..kdl+ �,.,t.s, �..r�a xu�wd3ii � ,n l t.. S � � t �. :' � �,nw:•:�sy _.�: ^i't rx ■traY.:i : ' F1. � ;� Inspected the resteel and placement at Plinth at A 5.8 to 6 and A/4 to 4.2 per 16 on S1 Resteel is grade 60 , as specified, from Cascade Mills. 1�..i \;iit�'X`i "7 i ''.� : ',a Y , � it ^..� .w.+•Y L : y s�r' r• C + t ' •} l : "ft4tf'n.rL'?i°.':� .Ft,�r`. ..�. `T.T -•t,' e!! »A ,ce: t r ea ^'.�,.yf•: •1c. 4u ,.'� X r ft : 1 ���A g1Anf >s S;' r� , N 1 •, ;+ • z'jtf,.. �; •�.• A h1 : 1 : a +ia�! ti ` tc` s .= '9 : lv .,:..., t� `h` t t�" �y� °'�':Si '' � �^�.,�"��,'�'�.: � , �0 i n <B��h e �1. ���d t �.; , .r r i � � kt;' r 1� ex.F :rte •,K' { /r � .r.... •trr w+_.� ... ..... _,.._.. ,- _,._._,.....t-�. r.?.c..t'..tiz.,sJ:�uK .,.1:. 'suh e z �x a sfrt,.:�r'F•+...,,L :. �.� • �ig !.:- � ! ..�-. . ..... .. Miles Cement (sack/type /Ibs.): 564# 0160A Fine Agg. (Ibs.): 1240# 3/4" Coarse Agg. (size /Ibs.): 1860 #' /;' 5" Coarse Agg. (size /Ibs.): Coarse Agg. (size /Ibs.): 2 Fly Ash (Ibs.): Tailgate /bucket Water (Ibs. /gal.): 258# Vibrator Admixtures (specify): 5 oz. Air Supplier: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Form No.: T -102 Revised: 05/03 Copies to: x Owner & Owner x Contractor Architect x Building Dept. x Engineer x Batch Plant COMPRESSIVE TEST RESULTS Technical Responsibility: Required Strength (psi): 3000 Al .. N ' q .n-.l+,t f v - V N.,,rt ' , �s ��i 2 T1 }rf Ol P±r iiii11}C1 ;21 t 31 Fx °A Y . Cast Samples 1 - 4 2 5" 4.8 76 '� . YT.':tx:^LL:h S 4 '.t y , , ,T"∎Vi '".�3:fV }t; . "- I,'!w : : t {:' S !'"1 ;t' n.£y t{m r 7.�a >. •e•(t5 : •. yti ,".,g4 1., rCr•:h';.?F�:'t"�t'?','a „ ., ,,l.�, r . w , t ..pS ,. � e 1,. ...r•, ■ s . F �s tx,. .. a-. �.. '.;rx..$'� {` �ntY :. �' t , ""..'r.. +"„ ( `SYry . �. t�+.v ' •1 3'• 1 i 1 , t �, i YS , o:, % , .:t'', ,.f .gra ,,�1ff (, ' : ';5 w 6' it ! L,'iSai i? i tia., f t, .,.. �i� su�. R: „� 1;}Ytsx?•�.. .,.. }.t�.�,i�•. iz"?&'�!i:,,•;,:�F,�;.� �rti !!'���i'�u''��.��i� >.:�':tolfi c:. �n.: ii�.. �? r: �' �.: � m„ ��,'. � �', u.,:.'” I�t�..d:"�.YII.'�,�sj:Fl...tni We Overcast, rain Slump Range: 5" Date Sam - ples Picked Up: 10 -9 -03 ;y; - m:r•.. -r ^xtu ,, �'a t r r '£7 r .r rt M i" ?-".i. J , y ,.„ } .,.,� :1..s :; } ',,�� ". w r rL+f il, , � r'{` �!G''"'C�.: Y�' �C�V, .�i'�r ��a. z y� �:�'," ,.,��' t��• ' y. ;y �`'. is r f'i: ' °!r 1 .. r :_. j ,. 4'Pi . 7 ..1:.1 _ ya : f�� f y WRTCf#^ P �' . :+� ';�13.':. h.;;�. to .` .x.'1 .. .,., rr.. ., x.t... .r���17� F.,: f..' t.? 6, M1i��t�• C�Fii� :t_s�i��.''���.� �.' s'.. L7� ..�3!�T`!'.�'.a:��'„,�1,4;'. •.- �'r; -... eriz•..trf.�:'= !n`�,il'• r{�ri�:`.1 0 , 'Except slump out of spec. Other Test Methods / Standards Used: 1.1 Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 David Lyal- Project Manager L D -03 -042 MO20 y 103548 REINFORCING / PLACEMENT: Conforms X' Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Dian) In. (Sq.ln.) Weight (Lbs.) (psi) (other than cone) 1 10 -15 -03 7 6x12 28.21 29.00# 108,430 3840 2 3 4 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US -- Fax (206) 723 -2221 ....y t.:,'� j:. ...::i.:;l�:::vs.':la'�..•z«;.• is a+: t.: C' i'..;=-, w�. SS��.°.. tr;:a l�+', '�1iN'.:1ri.;:a:uµr'ur'cY.t::t. } OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 001 . Inspection(s) Performed: Epoxy grouting Z Project: Foster Gold Course Permit Number: D03 -042 °, I Z id co Address: 13500 Interurban Avenue S., Tukwila Job Number: 03-437 Ce LL1 Client: David A. Clark Architects Client Address: 11737 S.E. 256 Pl., Kent, WA 6 co Ca and Date Remarks —I 1.— J. Reeder On site for epoxy of 1" all-threads with a minimum of 14" embedment using Simpson epoxy ET 22 (no expiration uj 0 10-22-03 date). Work done at 7 line and 9 line, C to L, and L line, 7 to 9, and C line, 7 to 9 - anchor bolts for HD14A per 2 19 on S109. g 5 co Conforms 0 I uj Z I— MI uj D CI Copies to: x Owner x Contractor x Cllent/Architect x Building Dept. Technical Responsibility: x Engineer David Lyal, Protect Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -104 Revised: 05/03 kka.::Skr44ial 4aA rt4FSr:44SdA+'.1.. dJia. k dAtin OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 03-437 Report Number: 003 Permit Number: S: , �.. ,,�. a ,;,f 'J� :: 14l�.. /.: . , L ;,.. t_ , T" 4:. 1 r. r {,+, r ,, �! .t d 2 ' , "' !•,5',t�::'• .7',1 s:.:'i` i„_ # (, �1 r n a. j .! r ail i �.. r,.'.: .; t t i � J ; , ..�i .�' { '' . t6.";�.,g ,t:.�ZiN i..Sk., . ...:'•{�51+.'�vi t ••iv`�.13�' „'.,:c.:i i re : , , .. 442 �' �,.,.1.,;,1 .� , -r. . ;; .■ 1 i l'i .;.. :1. a " . � 1 = � 'y " Project: Foster Golf Course Client: David A Clark Architects, PLLC Address: 13500 Interurban Ave S, Tukwila Address: 11737 SE 256' PI, Kent Date: 10 September 2003 Inspector: J. Reeder k f . ' v. S A �..a,� 7i�!?y = } .x .u r .x . � ' �j�- a= : { .� �'i" �. .{:, r' .Y Y .. t . . TC6 <f ri,�>ti. ? •.;tfi.r.,:s. 'l::l --'., tr..,.pit . rs::,t tli'.:111. i, , f,t .l ;ti .. ..L . i..,9 ,,r,: ,..:,, s'c43v,.a .< f 1 i44. . E.,tt1.-'i4.- L,. ,t <?<+;,l. Li .itu ? .`ir !i ' Inspe the resteel and placement at footings and stem wall at 4/J.5 t N, N/4 to 6, 6/M to P, M/6 to 7, 7/L to M, L/7 to 9, 9/K to K/9 to 9.1. Conforms to v a ro d plans, S102 & 13-S109. I s 1 grade 60 a_s specified, Resteel is �(�1 {` , i from Cascade Mills. Milis p Fir ,iiii ,n1 { � �F' i q;•s ,�^ Cascade +•: i <+ i r y - _ / , }. 4 : � :... .'rl - �@ J � : I�a i• a'�� r ,'.7'.' +`�Xl �LY. ?.t� ?v14T "i.l:. ��f; f,..t.r'i'x.to }1p {1:��si ��: L. � +.�i�i�e.4lgnri L7�tCi11�•�IBi�. i� r{•. f�. h``,'. T.''`i� -�s.". Supplier: Miles Cement (sack/type /lbs.): 564# Mix Number: 1600 Fine Agg. (Ibs.): 1420# MSA: 7/8" Max Slump Allowed: 5" Max WIC Ratio: Total Yards: 16 Placed Via: Tailgate Consolidated Via: Vibrator Required Strength (psi): 3000 'it; - !1.1,4 L- 1 'IL' 4. ":! is tALiktil,O.e. ' Ilitrr -*:...,' Cast Samples: 1-4 10 5" Cast Samples: . > f -. • ax »•. 4 ,wr:rn n,'. . S is % ,., . iswP t' •re. �'; ep1 e. t,. y. l'. -..- u.: i;: i z' Iti: �aa: r �:, r. iu, v;,. rr5w«:I''eaa7x}Ytis . C�. en,tr,�N i'"r�4��w .....F...a:.,.:.._ Weather: Overcast/light rain Date Samples Picked -11 -03 '." !19'. ,,,, X1 9 5 , aa fix. �, 4L z.,i ,: c: ` 4r' t� U i t . . g � =z 't.. ;;d, 1 •{ �l , s {J . �'U J I y' jj,, r?N.ti . at � . t r�."..:yt� ,,,,,...4,,,:,-3 u.wv ��1i.".1i.rZ44?iiJi�' �r�tv�.�Mf {+,t.fT:i:.: cr F i•. .E4Y`II�'1 Other Test Methods / Standards Used: Copies to: x Owner & Owner Architect x Engineer x Contractor x Building Dept. x Batch Plant CONCRETE REPORT Coarse Agg. (size /Ibs.): 7/8" - 1860# Coarse Agg. (size /Ibs.): Coarse Agg. (size /lbs.): Fly Ash (Ibs.): Water (lbs. /gal.): 279# Admixtures (specify): COMPRESSIVE TEST RESULTS Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: py. 4 , NT 74 °F Y l "1 L '' 7;::'.;...r•tG'r.:l:tY.'t,. -. ,. ...'..L'.�,-`,4.:A4F ;,R,.a. Slump Range: 4 W-5" REINFORCING / PLACEMENT: Conforms X 68 °F M068 rt�¢r,id:si 1�€,4 Specimen Test Field Age Size Area Max Load Strength Number Date Cure (Days) (In.) (Sq.ln.) Weight (Lbs.) si 1 9 -17 -03 7 6x12 28.18 29.63# 108,760 3860 2 10 -8 -03 28 6x12 28.27 29.56# 155,600 5500 3 10 -8 -03 28 6x12 28.27 29.61# 149,800 5300 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x David Lyai- Project Manager Does Not Conform This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No,: T -102 Revised: 05/03 102753 Type of Fracture (other than cone) 3 7. r <��(Y • ^'t "pi y 'Syi•�trf ; i _tf *� f b 5', ��ti r Ti''-t e+ xEi�:ale t,u.� <f�. T,itirs ., 1i"� r le f+ wxr • � tr`s.S +: 444: ZVA44.44 - Samples: Coo� .. '~~~^^~+-.. Other Test K8ethodo/ Standards Used: OTTO ROSENAU & ASSOCIATES, w Geotechnical Engineering, Construction inspection & Materials Testing CON�� REPORT b O3��37 0 P�t�b D'D3'O42 , , Jo �moo� �rn un��n ��� Address: 135OO Interurban Ave ��.Tukwila Address: 11737SE25O"P[Kent Project: Foster Golf Course Client: David A Clark Architects, Pad Inspected the resteel and placement at 4/D to M, 0 to A/2 to 10, 10 to 12/A.5 to K, K to M/12 to 8, stem walls. All conforms to approved plans, drawings, specs and mix design, S-102 and S-109 #13 Supplier: � Miles Conl rd : 5O4# K8�Numben 1OOO F�e/gJ.(�o.� 142O# M8A: �O Coarse �8 -18GO# K8ax Slump AJ�vvmd: 5" Coarse Aug. �m/�o.: K8owVV/C Rat�: Coarse �a/�o.t Total Yards: 1O Fly Ash Ubo.): Placed V�: Tailgate VVeter(��m 278Ubo Consolidated Via: Vibrator Admixtures (specify): Required Strength (psi): 3000 f'''''0?.i ‘ Sii t lif P lli .).Vir ,4. ..-t2: C -1 8 ;11 .1 1.,-t, i i:It: S ., iti tti j_ , Ie .1 % . ' COMPRESSIVE TEST RESULTS Weather: Clear Slump Range: 4 W Date Samples Picked Up: 9-4-03 REINFORCING / Conforms x Does Not Conform 6 ` Test Field Age Size Area Max Load �] Number Date Cure (Days) (In.) ��p.|n) Weight (Lbs.) bnd\ �dharthan cone) . -__- �-' ' . ^~^ 1 9-10'03 7 6x12 28.27 29.87# 115J80 4100 2 10-1-03 28 6x12 28.27 29.62# 152.080 5380 ' 4* g *Discarded � Tested in general accordance to: ASTK0C39�� ASTM C109 ASTM C617 ASTM C1231 x Note: Type offracture does notapply when testing in conformance to ASTM C1231 Copies to: x Owner & Owne x Contractor Architect xx Building Dept. x Engineer X Batch Plant Technical Responsibility: David Lyal-Project Manager This report applies only to the items tested or reported and is the property of Otto Rosenau & Associates, Inc. Reproduchon of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 8747PW.L King Way S.. Seattle, Washington Q81iB~ Phone (2UO)725'4GO0or1-B8O'OTTO+4-US— Fax (2OG)723-2221 Form No.: T-102 Revised: 05/03 ^/� OTTO ROSENAU & ASSOCIATES, INC. Geotechnicai Engineering, Construction Inspection & Materials. Testing Project: Address: Date: Specimen Number 1 2 3 4 Form No.: T -102 Revised: 05/03 Foster Golf Course 13500 Interurban Ave S, Tukwila 9 -17 -03 G A Inspected the resteel and placement at Resteel is rade 60 g Iacea ent Da Supplier: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Required Strength (psi): anPpling and P. l f S amp i Cast Samples: 1-4 Cast Samples: ji. Weather: Overcast Date Samples Picked Up: • Other Test Methods / Standards Used: Test Date 9 -24 -03 Copies to: x Owner & Owner Architect x Engineer Miles 1600 7/8" 5 " 4 Tailgate Vibrator 3000 Tested in general accordance to: 9- 18-03 Field Age Size Area Cure (Daysl (In.) (Sc.ln.) 7 6x12 28.27 x Contractor x Building Dept. x Batch Plant CONCRETE REPORT Report Number: Client: Address: Inspector: South drive way bottom at west side of gutter, #3 bar as drawing shows 18" on center. Resteel conforms to concrete to verbal OK from Greg Villanueva from City of Tukwila utilities. as specified, from Cascade Mill tt . C� 4z . ! � �'i t .Y Cement (sack/type/lbs.): Fine Agg. (lbs.): Coarse Agg. (size/lbs.): Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): Water (lbs. /gal.): 279# Admixtures (specify): COMPRESSIVE TEST RESULTS ASTM C39 x ASTM C109 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Page 1 004 Permit Number: D -03 -042 David A Clark Architects, PLLC 11737 SE 256 PI, Kent J. Reeder s. j: Qesign Batch Weights!Cubic Marc 564# 1420# 7/8" — 1860# AIR 5oz Slump Range: Technical Responsibility: of 1 ASTM C617 ASTM C1231 x 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 s 7°1-e--... David Lyai- Project Manager REINFORCING 1 PLACEMENT: Conforms X Does Not Conform Max Load Strength Type of Fracture Weight (Lbs.) Iasi) (other than cone) 28.90# 89,970 3180 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. \o‘t, OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 03 -437 Project: Foster Golf Course Address: 13500 Interurban Ave S, Tukwila Date: 9 -18 -03 • Inspected the resteel and placement at Rested is grade , as specified Placement Data °;; r Supplier: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Specimen Number 1 2 3 4 CONCRETE REPORT Miles 1600 %" 5±1 6 Chute None Required Strength (psi): 3000 ng and:C asting;of Sample! 3.1 texclimihia .i a�aPre Cast Samples: 1 -4 Cast Samples: f Copies to: x Owner & Owner Architect x Engineer Weather: Overcast Date Samples Picked Up: Test Field Date Cure 9 -25 -03 9-19-03 Other Test Methods / Standards Used: Age (Days) 7 x Contractor x Building Dept. x Batch Plant e ort Number: Client: Address: Inspector: Side walks at new east parking lot entry. from Cement (sack/type /Ibs.): 564# Fine Agg. (Ibs.): 1240# Coarse Agg. (size /Ibs.): '/." — 1860# Coarse Agg. (size /Ibs.): Coarse Agg. (size /lbs.): Fly Ash (Ibs.): Water (lbs. /gal.): 258# Admixtures (specify): AIR 5oz 005 Permit Number: David A Clark Architects, PLLC 11737 SE 256 PI, Kent D Helgeson Slump Range: Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: Veigfits /� Size Area Max Load (In.) (Sg.ln.) Weight (Lbs.) 6x12 28.18 28.64# 91,120 Strength foal) 3230 ASTM C1231 x David Lyal- Project Manager -0 -04 • wl- Ya _ r , Y,. ° ::.. c, � .t,:..•.. 4.5% 70 61 77 102959 REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Type of Fracture (other than cone) This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -102 Revised: 05/03 :. lJ:4iw'�' +> +4 fJ.+nWin t+Y 1 AGiet d Job J OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Number: 03 -437 ,J. Foster Golf Course 13500 Interurban Ave S, Tukwila 9 -19 -03 Project: Address: Date: Inspected the resteel and placement at Resteel is grade 60 ?F , Placet ont =D� Supplier: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Required Strength (psi): a Miles 1600 7/8" 5 " 111 Pump Vibrator 3000 ampling tio` of Sarr)ples STll+l (rz17`2; C 3 1004.4 i iii Qnph912 Cast Samples: 1-4 Cast Samples: Weather: Overcast Date Samples Picked Up: 9 -22 -03 Specimen Number 1 2 3 4 Form No.: T -102 Revised: 05/03 Copies to: x Owner & Owner Architect x Engineer Other Test Methods / Standards Used: Test Field Date Cure 9 -26 -03 M Age (Days) 7 x Contractor x Building Dept. x Batch Plant 20 CONCRETE REPORT eport Number: f Slab on grade, 2 to 6 / A to P per 5 -102 and 14 -5109 of approved plans and specs design. as specified, from Cascade es Welghts /GuhlcYard Cement (sack/type /lbs.): Fine Agg. (Ibs.): Coarse Agg. (size /Ibs.): Coarse Agg. (size /lbs.): Coarse Agg. (size /Ibs.): Fly Ash (Ibs.): Water (Ibs. /gal.): Admixtures (specify): REINFORCING i PLACEMENT: COMPRESSIVE TEST RESULTS Size Area (In.) (Sq.ln.) 6x12 28.18 Client: Address: Inspector: �.�y,... .. n's:v �i.v «� ry,,.. s_ �v_w/T 2, .� - :.:R V��• rig. ..., it. ..s...... l . � .. ... ...... �: � . .. � �.... :K � � 5" 1.7% 70 59 M069 109744 mmen.. 564# 1420# 7/8" — 1860# 279# Slump Range: 4 -5 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: of 1 006 Permit Number David A Clark Architects, PLLC 11737 SE 256 PI, Kent J Reeder D-03-042 Conforms X Does Not Conform Max Load Strength Type of Fracture Weight (Lbs.) Ipsil (other than cone) 28.97# 111,190 3950 ASTM C1231 x David Lyai- Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US -- Fax (206) 723 -2221 and mix Job Number: 03-437 Report Number: 1 1 .''' `",,..;.' , ;,. . " ' '., -' -' Project: Foster Golf Course Client: Address: 13500 Interurban Ave S, Tukwila Address: Date: 9-19-03 Inspector: J Reeder f•-"*•2;r.: '.•'; :, .:.`• . .1".q".;•-?... *1 ::•:-1::',4:::'.! ') ::::::`., -.;:„:: .!;, , -,,,,:.:,,,..; ;:: .1 , : ,, k .:,;■,,,, i, . ., .. ._ !:: Inspected the resteel and placement at South drive way approach and gutter. All conforms to approved plans and s Resteel is grade 60 , as specified, from Cascade "...":`::::.,;......'-: • P100_01646t ;: ' ' -.•:::'.:::;,.'.''' .:- ;.;±::,.1 1 1.:.:-. - ,:Design Batch woghttiCubia'Y,ard:!. .'s' •:: Supplier: Miles Cement (sack/type/lbs.): 564# Mix Number: 160A Fine Agg. (lbs.): 1420# MSA: 3 /4" Coarse Agg. (size/lbs.): 1860# Max Slump Allowed: 5,, Coarse Agg. (size/lbs.): OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Required Strength (psi): Specimen Number 1 2 3 4 Copies to: x Owner & Owner Architect x Engineer Form No.: T-102 Revised: 05/03 9 Tailgate None 3000 lint! "' tifilitAtiA#*#,tfi;;;; UM . . — Cast Samples: 1-4 Cast Samples: F2,Z.ti.iiF 'L i ' 6 Weather: Overcast Slump Range: Other Test Methods / Standards Used: Date Samples Picked Up: 9-22-03 Test Field Date Cure 9-26-03 Age (Days) 7 x Contractor x Building Dept. x Batch Plant CONCRETE REPORT Coarse Agg. (size/lbs.): Fly Ash (lbs.): Water (lbs./gal.): 279# Admixtures (specify): 4 1 /2" Size Area (In.) (Sq.ln.) 6x12 28.27 AIR 5oz 007 Permit Number: David A Clark Architects, PLLC 11737 SE 256 PI, Kent • 52% 69 4 1/ COMPRESSIVE TEST RESULTS Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: • 60 M041 REINFORCING / PLACEMENT: Conforms X Does Not Conform Max Load Strength Type of Fracture Weight (Lbs.) Lash (other than cone) 29.10# 95,070 3370 ASTM C1231 x David Lyal-Project Manager 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725-4600 or 1-888-OTTO-4-US — Fax (206) 723-2221 D-03-042 pecs. This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 :E • .k.:41.wAg‘tv' • 444.,141, OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Foster Golf Course Client: Address: 13500 Interurban Ave S, Tukwila Address: Date 9 -23 03 Inspector: J Reeder Inspected the resteel and placement at Slab on grade at A to M / 6.2 to 12 and footings A to D on 6, 4 to 6 on A, a to D on 4. Two wet loads placed. I let Dave Clark and Steve with WPC know and they choose to place concrete. rade 60 , as specified, from Cascade • -x<+r :rn,:.YM r: . - s , � , � . �.F� -t �:S n :� .i.� �+4r i ii --- ,; »..-f., a Plafcemen4 iDat# z� i } rr e < f , W xDeslgn eafch eights /Guh101... _r_d . �fb_ �_y1.�4.�.�.f,i? 'S �?': .. '.[..,.3,.1+s. � «z�Y.i {f.'� .. Miles Cement (sack/type /lbs.): 564# 1600 Fine Agg. (lbs.): 1380# Coarse Agg. (size /lbs.): 1860# 5" Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): 153 Fly Ash (lbs.): Pump Water (lbs. /gal.): 564# Vibrator Admixtures (specify): Reomiz 30oz Resteel is Supplier: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Form No.: T -102 Revised: 05/03 03 -437 Report Number: 3 " 4 Required Strength (psi): 3000 n gYartil k112f' 31iex` $ '+u P+(.�Q► .�ierf z i ;ubIc r !are Cast Samples: 1-4 11 Cast Samples: 5 -8 (wet load) 89 Cast Samples: 9 -12 153 Copies to: x Owner & Owner x Contractor Architect x Building Dept. x Engineer x Batch Plant Weather: Clear Date Samples Picked Up: 9 -24 -03 ;E'? Y- '.'+^r.SC'z ;' ,.r r iY X ty:nu. > :fX. !�. j k H ' t 1!i f , . ,1 C -; } l���.,s +.i t11 �1'iQr11}St�; : , .. :.. 'Except slump out of spec. Other Test Methods / Standards Used: See additional test results on the following page: CONCRETE REPORT COMPRESSIVE TEST RESULTS Technical Responsibility: Page 1 of 008 Permit Number: D -03 -042 ;Kf David A Clark Architects, PLLC 11737 SE 256 PI, Kent 2 Slump Range: 4" - 5 3 /4" ti 60 M725 109902 63 M747 103111 69 MO22 103153 • f f R , h 1 t f •. David Lyal- Project Manager 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 rr, REINFORCING / PLACEMENT: Conforms X' Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) (Sg.in.) Weight (Lbs.) si (other than cone) 1 9 -30 -03 7 6x12 28.28 29.13# 101,180 3580 2 3 4 This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnicai Engineering, Construction Inspection & Materials Testing Job Number: 03-437 Report Number: it-im� tigart riTz - 4 ; 4-'7 .' Project: Foster Golf Course Address: 13500 Interurban Ave S, Tukwila Date: 9 -23 -03 CONCRETE REPORT Client: Address: Inspector: 008 Permit Number: D -03 -042 !y :� <..µi.,q ..is n43} 5 i!�:� �Iif .ii David A Clark Architects, PLLC 11737 SE 256 PI, Kent J Reeder COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Number Date Cure (Days) (In.1 (Sq.ln.) Weight (Lbs.) fps!) 5 9 -30 -03 7 6x12 28.28 29.40# 103,480 3660 6 7 8 9 9 -30 -03 7 6x12 28.28 29.34# 104,390 3690 10 11 12 Tested in general accordance to ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Page 2 of 2 ASTM C1231 x 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Type of Fracture (other than cone) iat;s . m`.ibti 1 J IV - U:1: k:1tl1- Dna A330CIOLA3 October 3, 2003 Byron Schmidt WPC< Inc PO Box ] 728 Gig Harbor, WA 98335 KENNETH R. ANDERSON AND ASSOCIATES . INC . , P . S . Re: Foster Golf Links Clubhouse, Tukwila, Washllnj►ton: Our File 03 -045 12e3asAm1e4 0 2/ 2 Dear Byron Schmidt: In regards to your request I am writing this letter as certification for the new clubhouse building layout. The building corners have been identified and marked by me under my direction according with the City of Tukwila approved plans. If I can be of further assistance regarding this matter, feel free contact me. Sincerely, KENNETH R. ANDERSON AND ASSOCIATES, INC., 'P Kenneth R. President BuildingCcrt.doc derson, PLS Do3 -a`/ RECEIVED U�( — a 2003 qUILONG C EPARTMENT LAND SURVEYING • SUBDIVISION PLAITING • CONSTRUCTION LAYOUT • LAND USE PLANNING 11720 SOUTH 891' PLACE, SUITE C-4 • PO BOX 4173. FEDERAL WAY, WASHINGTON • 98063 -9178 DES MOINES: 263 / 898 -1109 • TACOMA: 255 / 272.8853 •TOLL FREE: 1- 888. 898.1109 • FAX: 258 / 88 &8164 £00 /£00'd £T£Z# • �lsI OdNM 9Lfi9 T58 £5Z 60:9T £00ZI£0'1,30 OBed :3OIddO 1NIb'W S>IH</d/ i1OO V1IM)lfl1 - 9Lb9 1.99 09a fWd60:17 00 /E /01. :peATeoed FACSIMILE COVER SHEET WPC • Wade Perrow Construction, LLC PO Box 1728, Gig Harbor, WA 98335 � (253) 851 -9309 / (253) 851 -6475 (Fax) VV www.wpconstruction.com Date: October 3, 2003 Fax #: 253 -854 -7898 To: David A. Clark Architects, PLLC Attn: David Clark Subject: Foster Links Golf Clubhouse Message: David, Number of pages, including this cover sheet: 3 Please find attached the letter from our surveyor noting clubhouse location in accordance with the approved (Tukwila) plans. T am forwarding a copy to Mike Sweeney and a copy to Steve lov vells b y this fax. Thanks for our hel If you have any questions, T call me at 253- 853 -2306. Reply Req'd? no, thanks From: Byron Schmidt £00 /T00'd £T£Z# ONI 3dM cc: Mike Sweeney Steve Howells GL69 T58 £5Z £0 :9T £OOZI£0'1,30 `•30IJdO 1NIVW S>IEVd /dlOO V lIM>Ifll < - 9Lb9 L9fl E9Z :Wd6O:b EWE /Ol :poATaoad 'J:inx; A� +f'`': `.. 1�'i.. iQ Ft•.P NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARTHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 03 -437 Permit Number: Client: David A Clark Architects, PLLC Address: 11737 SE 256 PI, Kent Inspector: J Reeder Inspected the resteel and placement at 4/D to M, D to A/2 to 10, 10 to 12/A.5 to K, K to M/12 to 8, continuous footing. All conforms to approved plans, drawings, specs and mix design, S -102 and S -109. Resteel is grade 60 , as specified, from Cascade . :FSlaceriient:Data ' . , .. ' . Desiign ; BMW Weights /Cubic Wed Supplier: Miles Cement (sack/type /lbs.): 564# Mix Number: 1600 Fine Agg. (lbs.): 1420# Project: Foster Golf Course Address: 13500 Interurban Ave S, Tukwila Date: 8 -26 -03 MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: 7/8" 4±1 36.5 Tailgate Vibrator Required Strength (psi): 3000 010-6:*, Caxtir of = mpl. 3' �exctudlnq 1 -3 4 -7 Report Number: 172; Cast Samples: Cast Samples: Weather: Date Samples Picked Up: First truck sent back. Poured 80' on north footings H to D. Other Test Methods / Standards Used: Tested in general accordance to: ASTM C39 Copies to: x Owner & Owner Architect x Engineer x xx X CONCRETE REPORT 8 -27 -03 Contractor Building Dept. Batch Plant Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): Water (lbs./gal.): 279Ibs Admixtures (specify): 001 7/8" —1860# �om�rienfs;;'�` REINFORCING / PLACEMENT: x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area . Max Load Strength Number Date Cure (Days) (In.) (Sq.in.) Weight (Lbs.) fon 1 (wet) 9 -2 -03 7 6x12 28.18 29.62# 110,330 3920 2 (wet) 9 -23 -03 28 6x12 28.20 29.44# 142,440 5050 3 9 -11 -03 16 6x12 28.24 29.34# 126,910 4490 4 9 -2 -03 7 6x12 28.18 29.58# 129,990 4610 5 9 -23 -03 28 6x12 28.20 29.53# 158,360 5620 6 9 -23 -03 28 6x12 28.20 29.53# 154,350 5470 7 9 -23 -03 28 6x12 28.20 29.55# 159,700 5660 ASTM C1231 x a d Lyal- Project Manage D -03 -042 Conforms x Does Not Conform This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -102 Revised: 05/03 Type of Fracture (other than cone) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 03 -437 Foster Golf Course 13500 Interurban Ave S, Tukwila 10 September 2003 Inspected the resteel and placement at Project: Address: Date: Resteel is grade 60 , as Placement Date - Supplier: Supplier: Miles Mix Number: 1600 MSA: 7/8" Max Slump Allowed: 5" Max WIC Ratio: Total Yards: Placed Via: Consolidated Via: 16 Tailgate Vibrator Required Strength (psi): 3000 Sampling :and Castingfof<'Sanples ASTM C- 172; 0:2 Cast Samples: 1 -4 Cast Samples: Weather: Overcast/light rain Date Samples Picked Up: 9 -11 -03 Other Test Methods / Standards Used: Specimen Number 1 2 3 4 Copies to: x Owner & Owner Architect x Engineer Test Field Date Cure 9 -17 -03 CONCRETE REPORT x Contractor x Building Dept. x Batch Plant Report Number: Client: David A Clark Architects, PLLC Address: 11737 SE 256 PI, Kent Inspector: J. Reeder ' footings and stem wall at 4/J.5 t N, N/4 to 6, 6/M to P, M/6 to 7, 7/L to M, U7 to 9, 9/K to L, Age (Days) 7 003 C4thments. COMPRESSIVE TEST RESULTS Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: - LO p /v /i�. Permit Number: 41, D- 03 -04f1 K/9 to 9.1. Conforms to approved plans, S102 & 13 -S109. specified, from Cascade Mills. Design' Batch`r.Welghts /Cubic:Y_aid:' Cement (sack/type /lbs.): 564# Fine Agg. (lbs.): 1420# Coarse Agg. (size /lbs.): 7/8" — 1860# Coarse Agg. (size/lbs.): Coarse Agg. (size/lbs.): Fly Ash (lbs.): Water (lbs./gal.): 279# Admixtures (specify): Slump Range: 4 %' -5" REINFORCING I PLACEMENT: Conforms X Does Not Conform Size Area Max Load Strength (In.) (Sg.ln.) Weight (Lbs.) (psi) 6x12 28.18 29.63# 108,760 3860 ASTM C1231 x David Lyal Project Manager Type of Fracture (other than cone) This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -102 Revised: 05/03 • :pp71QL''.i 1 >AA'I I) A. ( 1 ARK AR( HI 1 1.( IS, I'1 I September 22, 2003 Jim Dunaway Building Inspector City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Re: Foster Golf Links Clubhouse 13500 Interurban Avenue S. Dear Jim, During today's pour of the building slab at the new clubhouse, I noted that the mix in two of the 13 trucks were wetter than specified (truck numbers 7 and 8). The slump tests indicated a reading of 5- V2" and 5 -3/4" for those two trucks, respectively. The inspector then took special test cylinders for those two trucks. The specifications call for a 5" slump. I noted the variation and discussed it with the general contractor. As the Architect of Record, this letter is to notify the building department that I accept the variation in the slump to a maximum of 5 -3/4" as placed. I have further advised the contractor that if the mix does not test up to the structural requirements of 3,000 PSI, it will be completely removed and replaced by the general at no cost to the Owner. If you would like additional information or clarification, please feel free to contact me at your convenience. Sincerely, David A. Clark AIA Project Architect of Record Copy: Bruce Fletcher, Parks Director Rick Still, Assistant Parks Director Mike Sweeney, Project Manager A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas, and Washington r;, a F • co 0 0 z 0 C7 z H F z w as Job Number: 03-437 Report br: �(., •,�• i 4'.nt� .,,, —ntxrt :.:,a�' •: <y '9'' roY '=�: Nume f ,r '.0 ��. >Yy. �.J.y::. 001 Permit Number: :Fh. ,`. .�.H .r y.:.,.. itC - .E S, .. $`, r. «� , -y: 4r' ^i :r1'�!Y ,h., c• � « ': 't : .. ,("; ' «;:Gii.. ,. :rx <•:,.. -, -.. n ;< a ' '' { :J+ Y« 'f�t�+:7;t jt3 "aiGr`4L':- }:S:q;. ., ..itt� *i�" 49 '.' .,'�: •" e r r . y� : ..�: :•;1 -•'•. ."t. ; ,.�. �rt. . `.,i: 11����% ^�`: PY ., ,;>} ,�i :. F,. (5-.-�Y .. xi«.4 +''o{.q.. �., ..: .F ♦' -i ,': �. �J.'r t O. .rn . £. ;:,. 8,.. :::g. 'f ;7::V t i:; : ti• c., r , .. >pi ..1.;. .1. .: >;.wi7" �#,�c�f': 3 .��}L, twr�}. .F." �)!�:i t,, "�.�T ..`.���� {r5,• � `� : } 1 x •�, '- .��'1•'� f:,,p •;!t. , sue+",. :�3 i S'..>:..! -.,.. „5....i.. t,-.; tr . `` -.{C3. •. �:. dtfi.:. �.! Jro;{!.... y!. Y�- (:l`?C..i�w.,r,��,,,r...,�.e.r4 Y.;.";.'�5....,.r: z =• . :- �A`�F- w!.§�>.�fi� -•. -. t,�r,� *iYtf.,..0 �. •,.:+', 1.;.'�a�...7.•i�f "lY.. +n,d F«^.s:< ., {�n'rfSir liq.•.S.F., T'•`.�',.�'f,#. ...F:�..,.«......f1;:'. • .F� „- a;h+e.. :` `•'�_..','i',.��},.f. ,....a.' Project: Foster Golf Course Client: David A Clark Architects, PLLC Address: 13500 Interurban Ave S, Tukwila Address: 11737 SE 256 PI, Kent Date: 8 -26 -03 Inspector: J Reeder : � -rr ' ..: :....:... ... u -.. . .. ;�� � .:., r�� z •.- r .... :; ,• •a ^ r.,,r :!.xn:!f.:. .:r> .c.. '. .y. *'.:. ;...�'N y ;, i*L7: o :.� tiy ..r Yr'. .i"w:/`' @'•FF7. � � 0.'S'nF`i:a. v l �.J�Y .,,. � tF .�Fs•;;: .St..:;t �, .+..r. K? t �'.4 «; 1.�:f %•lr„u,. Xi4.ts... � � `,.(< }' :`i � ' w r . �i.. 3 ' + =..'. ?� . r7 . �t' �':•�t„' < :i ,«.,,,,. ?,.1.. R �t«V 5 «f: r,,. it''; "S• Fc 't .rr,d •3ti�Mt�t! i '•tk -7'.' S” � :.t.. rv '' l 4 . {.}, #.rt 1 ., Y ..., `4}'q•�•',". 2' 1 X r .�« ,".-. 1a4%'+ 1..,:. �:;�.� �,,, -,:x >nF: � ,t?i._.;M•Sx �.'�r krw. ?f,..tw=;i'S'rt..<. t� ,tom, « �.k .. «e.�,. •.t.;. "�'t:.r,.�;..~<h r. ...,. �..:�.,1... . : F':i,fZ. >. t74::c .... �_ c.<. .tu,:.:.. .. , c inspected the resteel and placement at 4/D to M, D to N2 to 10, 10 to 12/A.5 to K, K to M/12 to 8, continuous footing. All conforms to approved plans, drawings, specs and mix design, S -102 and S -109. Resteel is grade 60 , as specified, from Cascade = _ N ,• .,'«., .`. k r ,.��• ��+ rr :•.r'!Y.T"'n: : ^ v ^ x "<� ,. " :�'4 , >= 'Y.Y;: � 0' S �. ..�r.r - - . «r•.�.. . ! y . p•o., yS:Y?"" "'- ':.'^'r =.`:'. >'X"L :t?.: ,. .rt y':I, _- ..f SF _y nt ,�,,,,,,, • F.. •i'�t " .. .1t, S�� ,, f . .t� - . ! 'Y - �`$FF;` 7•. I t j..t% Hi �'!;f 40,0 ; ,i it" a .ae R r'S; i' £. � ` r .�,± E J il1esl rr^il3a c 7 it r/�► « C"r ! "} e ., x, . +aYeT`�Sl�., -�:�, �:•as � S.!F!!��`7� � ?% �v A' f .w:»�;�:.:,- l�t+rilta{53;�i.�r. [1 ...M't.S,iS.'�.....Wt. T,..::1'[•..��� «: w:.. -. L_. �..i7�t$1VV�1 41a��.tw S�. 1StA1- �'�� }i��Fa..%k. ..c t OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Supplier: Miles Cement (sack/type /lbs.): 564# 1600 Fine Agg. (Ibs.): 1420# 7/8" Coarse Agg. (size /Ibs.): 7/8" — 1860# 4t1 Coarse Agg. (size /lbs.): Coarse Agg. (size /Ibs.): Fly Ash (Ibs.): Water (Ibs. /gal.): 2791bs Admixtures (specify): Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: . Required Strength (psi): 3000 1,4":. ;1 Zfiar: 11 Cast Samples: 1 -3 Cast Samples: 4 -7 _ n }�...e:vc,;s =�yv 4 tY w't..� r;.ij,`��s$; {iy " "r"��. ,. xhs. >., . ,.4'L'� -•Yt. up s }5 F�, ; +"" " I'~ , I . > Ea.xs.E .r, r. %i::F.7„ti� °it& Y'it«�s't� a�` ::xt��,,�; f ' « �:«'3}L.''£.l+rs�t; :Firt,§:tt,uc?:'s>n�ft�'�t -- Weather: Date Samples picked . Up; 8 27 -03 "_e('t�v':. «,'sr. :• sv :�� As 'a - - �i., -.a::ry , °' •^.c . }. it i s- raWalaMita r �.".'? E.vr� z'T« First truck sent back. Poured 80' on north footings H to D. Other Test Methods / Standards Used: Specimen Test Field Age Number Date Cure (Days) 1 (wet) 9 -2 -03 7 2 3 5 6 7 36.5 Tailgate Vibrator rr, -rr •`sir Tested in general accordance to: ASTM C39 x Copies to: x Owner & Owner Architect x Engineer Form No.: T -102 Revised: 05/03 x Contractor xx Building Dept. X Batch Plant CONCRETE REPORT 143+ z) 7" NT " T 4 N j t.• 1,r;• jirt 1 415 : .' <Yj ".r...iLj • t ' y . 'tj x ' arY7�a4•sT.F""'ww dFVx1.YP'� +f Slump Range: REINFORCING / PLACEMENT: Conforms x Does Not Conform COMPRESSIVE TEST RESULTS Size Area Max Load (In.1 (Sg.ln.) Weight (Lbs.) 6x12 28.18 29.62# 110,330 4 9 -2 -03 7 6x12 28.18 29.58# 129,990 ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Technical Responsibility: 1 S �P -r 5 ?nn l C DEV r� Uf �'Y'1�. `y�•q' t f2S 6 vN �,ware•tr sr is ;Cz? 4:,i 1 ��' 68 69 M046 6 69 M042 .':Ri - .«t�i"°i;S = :: i ,e Sf'vh�A:): f.µ.t .. ?�,.>.:: x. '2• a ti4 ; �� ' t ��.'•� ., r {!' � ti t}�S < . r . <9� `�,:�' Zzl #1� ;'.wL'a a�+ S4"..' `.. kr.,l��tti :!faE`1r..f. !• itrih Strength Type of Fracture si (other than cone) 3920 4610 ASTM C1231 x a ' al- 'Project Manager 47— This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 D -03 -042 102393 102400 'f OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Required Strength (psi): 3000 7m1ing an C asting of Sartipt 2, C 31(exc�uc(ik!A parapr4 h 9 t4 Cast Samples: Cast Samples: Tested in general accordance to: Copies to: x Owner & Owner Architect x Engineer 03-437 Report Number: CONCRETE REPORT Permit Number 1 r i' p n �`.�5tii � it? Client: David A Clark Architects, PLLC Address: 11737 SE 256 PI, Kent Inspector: J Reeder s t�t. . .4 i ez. . ✓'jt f) �•ea s, x t. i.r.., +c�`,.: . :'ll . .. i k , . ,.. .� .... ...,. a ,ii: r S s. +..__', ., ., a n s;N'f: �_i..., _,j.:.i. +s..S §.'.} > t ;?;• Inspected the resteel and placement at 4/0 to M, D to N2 to 10, 10 to 12/A.5 to K, K to M/12 to 8, continuous footing. All conforms to approved plans, drawings, specs and mix design, S -102 and S -109. Rested is grade 60 , as specified, from Cascade r Placement data i ` . :... .... .. ;4 : ; i Supplier: Miles Cement (sack/type /lbs.): 1600 7/8" 4 ±1 Foster Golf Course 13500 Interurban Ave S, Tukwila 8 -26 -03 � . 1 I� ' 9 ! � t . ;l .i. ' � rt f t i . :.)?.:: t A:Y. �a 'A.,Y f iil 'A .1. I .. •,X .. :. 36.5 Tailgate Vibrator 1 -3 4 -7 x Contractor xx Building Dept. X Batch Plant ;�Desigr, BatcFi :Wei'gFits %Culb�c Ya 564# Fine Agg. (lbs.): 1420# Coarse Agg. (size /lbs.): 7/8" — 1860# Coarse Agg. (size /lbs.): Coarse Agg. (size /lbs.): Fly Ash (lbs.): Water (lbs. /gal.): 279Ibs Admixtures (specify): are 10 20 <t:.. Weather: Date Samples Picked Un 8 -27 -03 � �r �-;, ts,'. II. I; i}f�s'rFfS�',� }i;'.�•:, <t•.,�.. ..•r,�.�.r: �:5 ; :. y , , ::.sar •r�r.a:, s;,ac u;v . tsi. n .. First truck sent back. Poured 80' on north footings H to D. Other Test Methods / Standards Used: 001 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 NT NT Slump Range: ty } 67 REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Number Date Cure fDays) (In.) (Sq.ln.) Weight (Lbs.) 1 (wet) 9 -2 -03 7 6x12 28.18 29.62# 110,330 2 3 9 -11 -03 16 6x12 28.24 29.34# 126,910 4 9 -2 -03 7 6x12 28.18 29.58# 129,990 5 6 7 ASTM C39 x ASTM C109 ASTM C617 Technical Responsibility: it 68 69 M046 69 M042 �f�;; LL,,si" "ai'.i5'_'.hi``k .1 {",•ili.G > try c?"'.�x`su i"!?��'ic «=ct.� r . wrtRY1?,kS.;',•p, I Conforms Strength (psi) 3920 4490 4610 ASTM C1231 x David Lyal- Project Manager Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: T -102 Revised: 05/03 n1 " 'uJ A 4. x Does Not Conform Type of Fracture (other than cone) This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. urc 0 102393 102400 SJlau00lli4�F.�'U...� «.w. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 03 -437 Project: Address: Date: Foster Golf Course 13500 Interurban Ave S, Tukwila 9 -3 -03 Inspected the resteel and placement at Resteel is grade 60 , PllacementData , . Supplier: Miles Mix Number: MSA: Max Slump Allowed: Max W/C Ratio: Total Yards: Placed Via: Consolidated Via: Required Strength (psi): 3000 Sampiing'and Cast!ng of, Saij plea ASTM::C 172,`;C 3 1(exaiuding paragraph "81.2) ;` Cast Samples: 1 -4 Cast Samples: Weather: Clear Date Samples Picked Up: Specimen Number 1 2 3 4 Other Test Methods / Standards Used: Copies to: x Owner & Owner Architect x Engineer Test Field Date Cure 9 -10 -03 x xx X CONCRETE REPORT Report Number: Client: Address: Inspector: L. 4/D to M, D to N2 to 10, 10 to 12/A.5 to K, K to M/12 to 8, stem walls. All conforms to approved plans, drawings, specs and mix design, S -102 and S -109 #13 as specified, from Cascade Cement (sack/type /lbs.): 1600 Fine Agg. (Ibs.): 7/8" Coarse Agg. (size /lbs.): 5" Coarse Agg. size s. : Coarse Agg. (size /lbs.): Fly Ash (Ibs.): Water (Ibs. /gal.): 279Ibs Admixtures (specify): 10 Tailgate Vibrator 9 -4 -03 Age (Days) 7 Contractor Building Dept. Batch Plant Size Area (In.) (Sg.ln.) 6x12 28.27 Slump Range: 4 %" omore fits;• REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Nog ii. atch.Weights/Cubic 564# 1420# 7/8" — 1860# Technical Responsibility: 002 Permit Number: David A Ciark Architects, PLLC 11737 SE 256 PI, Kent J Reeder ASTM C1231 x David Lyal Project Manager D -03 -042 x Does Not Conform Max Load Strength Type of Fracture Weight (Lbs.) fps!) (other than cone) 29.87# 115,790 4100 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: T -102 Revised: 05/03 Sep 15 03 09:58a Clark Architects, PLLC DAVID A. CLARK ARCHITECTS, PLLC 1 fax September 15, 2003 To: Dave Larson Building Inspector City of Tukwila From: Dave Clark, Principal dcl arkeclarkarchitects.com cell: 253.332.8877 2 pages total Dave, Following please find a letter on the drainage at Foster Golf Course. Please iet me know if you have any questions. Original is in the mail. A Washington Professional Limited Liablllry Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas and Washington 253 854 -7898 p.1 Sep 15 03 0S:58a Clark Architects, PLLC DAVID A. C1 ARK ARCHITECTS, PLL(' September 15, 2003 Dave Larson Building Inspector City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Re: Foster Golf Links Clubhouse 13500 Interurban Avenue S. Dear Dave, I have reconsidered the need for the underslab drainage indicated on the approved permit drawings. After receiving input from the project soils engineer, I have decided to remove the interior underslab drain lines from the project. If you would like additional information or clarification, please feel free to contact me at your convenience. Sincerely, David A. Clark AIA Project Architect of Record Copy: Bruce Fletcher, Parks Director Rick Still, Assistant Parks Director Mike Sweeney, Project Manager A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas, and Washington MIMED i . J � DAVID A. CLARK STATE Cr VVASITKITONI 253 854 -7898 p.2 F U F U a a • 00 4 00 trs • eh C6 co o OO A N • 0 0 ti F z rJ e U C. a N n1 Sent By: TUKWILA GOLF /PARKS MAINT OFFICE; 2064398453; Sep -23 -03 8:19AM; Sp) 2"2 03 08:57a Clark Architects, PLLC 253 054 -7890 DAVID A. CLARK ARCHITECTS, PLLC fax September 22, 2003 To: Mike Sweeney Owner's Representat ve Foster Golf Links From: Dave Clark, Principal dclark@clarkarchitects.com cell: 253.332.8877 2 pages total Mike, ,J).4-1/6 .76e/peOM S(06 Following please find a letter from the Structural engineer on the epoxy anchors. This question came up from Dave Larson at Friday's meeting. Do you want to get this to him or should 1 mail him a copy? Please review and give me a call at your convenience. Thanks, Dave Hie >4y.e_sd,J A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas and Washington Page 1/2 r c, .. i- i c t- F. r J.• t vQ • /E U A 4 t_uvnwu 4 coat d3s, . --- w 240 J ev I Sent By: TUKWILA GOLF /PARKS MAINT OFFICE; 2064398453; Sep -23 -03 8:20AM; Page 2/2 IuKW.LA GOLF /PARKS MAINT OFFICE; Page 2 . Sep 22 03 08:57a Clark Architects, PLLC 253 854 -7898 p.2 ' 09/190003 15:44 4256372949 J C JOHNSON C =.:l tl04 tOWO JOHNSON CONSULTING ENGINEERS, INC. 1380 112TH AVE. N.E. SUITE 100 BELLEVUE, WA 98004 (425) 454 - 7137 FAX (425) 637 -2949 OFFICE @JOHNSONENGINEERS.COM TO Dave Clark COMPANY: David A. Clark Architects FAX NVW,BER: 253 - 854-7898 PHONE NUMBER: 253 - 813 -8877 RE: Foster Golf Club House 1 h x 7 V" Studs k)ohx son, S.E. FACSIMILE TRANSMITTAL SHEET If you have further questi• p 1 e give us a call. FROM, Noli/Clark DATE: 08/23/03 TOTAL NO. OF PAGES INCLUDING COV$R: 1 SENDER'S REFERENCE NUMBER: 10906 YOtSt REFERENCE NUMBER: 0 URGENT ❑ FOR REVIEW ❑ PLEASE COMMENT D PLEASE REPLY 0 PLEASE KECYCLE NOTES /COMMENTS. Dave, The 5/8" diameter anchor bolt we called out on the shear wall schedule can be substituted by a 5/8" diameter all thread rod in Simpson "Epoxy Tie" grout with a minimum of 5" embedment into the concrete foundation. - itf rCXPIRES 10- 22` ! PAGE 01 4' Sep 23 03 03:57p Clark Architects, PLLC DAVID A . C L A R K A RCII I I I'C I S, I'I I.( September 22, 2003 Jim Dunaway Building Inspector City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Re: Foster Golf Links Clubhouse 13500 Interurban Avenue S. Dear Jim, During today's pour of the building slab at the new clubhouse, I noted that the mix in two of the 13 trucks were wetter than specified (truck numbers 7 and 8). The slump tests indicated a reading of 5- IA" and 5 -3/4" for those two trucks, respectively. The inspector then took special test cylinders for those two trucks. The specifications call for a 5" slump. I noted the variation and discussed it with the general contractor. As the Architect of Record, this letter is to notify the building department that I accept the variation in the slump to a maximum of 5 -3/4" as placed. I have further advised the contractor that if the mix does not test up to the structural requirements of 3,000 PSI, it will be completely removed and replaced by the general at no cost to the Owner. If you would like additional information or clarification, please tel free to contact me at your convenience. Sincerely, David A. Clark AIA Project Architect of Record Copy: Bruce Fletcher, Parks Director Rick Still, Assistant Parks Director Mike Sweeney, Project Manager A Washington Professional Limited Liabiligi Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas, and Washington 253 854 -7898 p.2 Do3D't ✓a. i v.! ui�. sa; i l: c'.' 1. i+ :++'n+4:wV- '%- ,i.i:;.:.i:.::tiJx ' { %+'•4:. ?++':waW''"..cs �5::',c:::iwrE.v%:ista«.,w 0 U H U w F x U co I. 0 N. N. 1)A\' I I) A. ( I A 12 I( A 1(( 111 1' 1- ( 1'S, 1' 1 I ( September 15, 2003 Dave Larson Building Inspector City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Re: Foster Golf Links Clubhouse 13500 Interurban Avenue S. Dear Dave, I have reconsidered the need for the underslab drainage indicated on the approved permit drawings. After receiving input from the project soils engineer, I have decided to remove the interior underslab drain lines from the project. If you would like additional information or clarification, please feel free to contact me at your convenience. Sincerely, David A. Clark AIA Project Architect of Record Copy: Bruce Fletcher, Parks Director Rick Still, Assistant Parks Director Mike Sweeney, Project Manager ail A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas, and Washington SEp 17 2003 4 GISTERED RC E DAVID A. CLARK STATE Of WASHINGTON 5003 -0LjZ ....z:st+:........w,.�.,.iL;l a,::;a:l:.r,i.«« . ..:. x ',:,x.uwusnt'::a:.i•:,:.W:: ='i: ,..:.�'s.;fia: tai;. :wi.:�.,u:.,.t::Jf.::a.i�AQ,.;. a aurae '►der e - nit :raw o i• a ewe ' ermit = evision From: Mike Sweeney To: Mosqueda, Jill Date: 8/18/03 3:39PM Subject: Withdrawl of "Side Sewer" Permit Revision Jill: I understand PW desire to have a "manhole to manhole" route for the new clubhouse sewer. My contractor licked his chops and gave me a ballpark figure of $7000 per manhole when depths are "average ". The metro line wasn't measured on our plansets indicated as "too deep ", and rumors since I got here are that there are in fact two metro lines, 18' in depth has been a number that has been often cited. The proposed "side sewer" redesign (as my consultants have referred to it) which I submitted for PW permit revision consideration, had a subcontractor (Pivetta) cost of $10,501. When my generals markup is added it became $11,551 to which tax is then added for a final cost of $12,567. That was a stretch for me and as far as I felt I could go. My relationship with the general isn't where it needs to be yet, and I'm working a little hard to teach him cost containment (so this is another source for conflict). I'd have to have my civil engineer or architect do another takeoff of what we would now seek based on your design input, but I'm not going to go that far as the general contractor, by negotiation, has asked for final direction by months end. With seven workdays for me left this month (which is not at all a factor, I work enough hours and weekends when I need to) --- with a constraint on 1) time and deadlines for my sub - consultants to resubmit (after my costs are known), 2) to again get cost proposals from my general and sub on a revised design, 3) a rough cost that appears conservatively $21- 22Kish or that might go 25% higher than that, and 4) even if I did what you asked a permit is not guaranteed depending on review issues, -- -- all things considered I have to think its best to let sleeping dogs lay .. . and let go into that doghouse my attempt at "worldly" better intentions. The project contingency has been hit by "dirt", we are still in the "dirt/site utilities" stage (where my experience has taught me my cost/change exposures are highest). It's unwise for me now to press any further. If it was late in the project and I could better weigh the contingency account, it might be different. There is just too far to go and too many exposures left, to go deeper (play on words) and further now, l just can't go there. So I ask that you withdraw the permit revision application, we will build it out according to plans as approved. Thanks, genuinely, for your time. If there is a fee for the permit submittal and withdrawal, could you have Laurie talk to me before it is charged so I maintain my books correctly? Respectfully, Mike Sweeney, Owner's Representative City of Tukwila Foster Golf Course Projects Office: 13900 Interurban Ave. South Site: 13500 Interurban Ave. South Tukwila, WA 98168 msweeney @ci.tukwila.wa. us Desk: 206/267 -1685 Fax: 206/439 -8453 CC: Fletcher, Bruce; Still, Rick a : ti5il: s ..L"iu: i.�rl+iSL...�5 , G1'�s5�.J 4Su6!. } R CEHMED AUG 1 J 2003 Permit Revision Submittal: Side Sewer TUKWILA PUI: s^ WOY-, S Foster Golf Course Clubhouse Project #89 -BG09 -GOLF 03-02 Building Permit #D03 -042 Public Works Permit # PW3 -015 August 13 2003 Memo for the Record (Requested by Jill Mosqueda) The project's bid documents included as an alternate #3 a side sewer extension that was not accepted at contract award. After the contract was let, deliberation of the need to improve the existing connection remained. Inquiry and informal concerns continued to be mentioned by the project architect, concessionaire, and on an impromptu basis from Public Works staff Howatt and Villanueva. The number of connections and routing (angles) of the existing line for intended for use was the concern, with conjecture that it might be a high maintenance issue. Some of the history relating to the necessity and costing of an improved route in the actual bid documents, not as an alternate, pre -dated my employment. As a result of continued comments, I developed concern for 1) the potential that the line might require re- work in an area that traverses the main parking lot too near the project completion date and 2) that increases in volumes (and grease interceptor) will sizably exceed that of the lines former use, and capacity and maintenance may be an issue. Believing there were merits to my concern, and that of others in the history relating to the issue, longer -term thinking resulted in my asking for a change order proposal from the contractor (WPC) for the side -sewer alternate. The contractor's earthwork contractor (Pivetta Brothers) proposed a different design that that of the alternate, which my architect advised was a better solution than the alternate itself. I hereby advance for consideration drawings produced by my civil engineer that reflect the side sewer modification proposed by Pivetta Brothers. Their change order proposal totals $10,501 ($9771 + survey @ $730.00). I am prepared to accept this change order and have discussed my rationale for doing so with Rick Still. If PW were to suggest that it is not necessary I would not engage it. Though not 100% compelled of its need, I believe there is value in improving the route and hedging potential for a "high- maintenance" condition. I believe the revision also improves the city's posture relating to the relationship and contract conditions with the restaurant concessionaire. Mike Sweeney; Owner's Representative Foster Golf Projects 206/267 -1685 I Do3 -ay2 vr * gym .MVt...Y�.!'M..�MIT RM111nI1A�11�YYr— .i�ltl. Itarn City of Tukwila PROJECT TITLE FOSTER GOLF LINKS CLUBHOUSE CONSTRUCTION WADE PERROW PRE -CON 062503 rev1.xls RECORD OF PRE - CONSTRUCTION CONFERENCE JOB NUMBER 89 -13G09 GOLF 03 -02 Date: June 25, 2003 (Wed) @ 1:00 p.m. SITE ADDRESS 13500 Interurban Ave. So., Tukwila 98168 ev City of Tukwila ADDRESS Phone / Fax I Cell Mike Sweeney, Owner's Representative msweeney@ci.tukwila.wa.us Tukwila Parks & Recreation Officials °r Bruce Fletcher, Director, Parks & Recreation 5:"a Rick Still, Asst. Director, Parks & Recreation Marty O'Brien, Golf Professional General Contractor "WPC" - Wade Perrow Construction., LLC Dan McKinney, Vice President Steve Howells, Superintendent Byron Schmidt, Project Manager MATTERS OF DISCUSSION 1. 2. 3. 4. a Erosion Control Earthwork Foster Tree Tree Cutting Backfill Concrete /Materials Prior to disturbing any ground. Field Reports from Owner's Soils Engineer Protect In entirety -no work within owner fencing Permit by Owner Approved 8" lifts & compaction. 24 Hours 13900 Interurban Avenue South, Tukwila WA 98168 12424 42nd Avenue South, Tukwila, WA 98168 12424 42nd Avenue South, Tukwila, WA 98168 13500 Interurban Ave., Tukwila, WA 98168 Project Architect ,1 T, ; Dave Clark; David A. Clark Architects PLLC %fi r `[ dclarkclarkarchitects.com L4 Sheryl Stacy; Designer 11737 SE 256th Place, Kent, WA 98030 -7897 POB 1728, Gig Harbor, WA 98335 V:206/267 -1685 F:206/439 -8453 C:253/740 -7777 V:206/767 -2344 F:206/768 -0524 V:206/767 -2344 F:206/768 -0524 V:206/242 -7299 F:206/246 -4064 V:253/813 -8877 F:253/854 -7898 C:253/332 -8877 V: 253/851 -9309 F: 253/851 -6475 V: 253/853 -2313 V: 253/229 -6361 V: 253/853 -2307 Roundtable Introductions (Name & Agency); Relationship to Project Owner's Comments: Architect/Contractor Relationship: Respect Formal Protocol -- Informal Communications, Owner's Role in process Architect's Role in process: Email Communication, Process, Diligent prosecution of the work, weekly meetings, 0/C/A response times, COPRS do not sit, site computer Summary Remarks by Owner's Consultants & City Dept. Representatives: Archeologist/Soils /Arborist /Phone /Fire /Planning /Public Works /Building Dept. N, Additional Anticipated Inspection Requirements /Sequence per Tukwila Public Works Representative b City Inspections: 24 hour, Provide Permit # Call: Building, Mechanical & Planning @ 206/431 -3670; Public Works @ 206/433-0179; Fire @ 206/575 -4407 Requires Public Works Inspection after installation 24 Hrs. Notice to Soils Engineer to Coordinate Archeologist & Soils Engineer Requires Inspection Upon Completion (Assure conformance to plan designated trees) Inspections by Owner's Soils Firm: Landau Associates Notify Architect -- Materials Testing Labs 6/24/03, 1:56 PM Z W lY� J0 O 0 • w J 1- I— U) w w L Q a F. w I- 0 Z I— W • W U O — O I— wW u- Z w U= 0 WADE PERROW PRE -CON 062503 rev1.xls 6/24/03, 1:56 PM Z W a 2 J U O 0 u, o J = H • LL W O u. co 2 ar Z = I- O Z I— U O — • I— W W L I O uJ Z U= O I- Z c Permits Issued & Paid by Owner (all other permits by WPC) E -02 -020 SEPA Approved 1/23/03 Paid by Owner- Issued for overall project scope MI -02 -154 Tree Cutting Approved 3/21/03 Paid by Owner -All project scope (Demo, Course, Clubhouse Projects) D03 -042 Building Approved 4/17/03 Paid by Owner / READY FOR PICKUP BY WPC PW03 -015 Public Works Approved 4/17/03 Paid by Owner/ READY FOR PICKUP BY WPC M03 -019 Mechanical Approved 4/17/03 Paid by Owner / READY FOR PICKUP BY WPC I 6 al .c u Contract Related: (Owner) Contract Time: Commences 6/30/03 (NTP Effective Date) Completion: Phase I @ 266 days = 3/21/04; Phase 2 @ 326 days = 5/20/04 Agreement (City #AG 03 -110) Executed 6/9/03 Notice to Proceed (NTP) Issued by Owner Effective 6/30/03 Performance & Payment Bond #6220324 Executed 6/13/2003 by Safeco Insurance Company of America Certificates of Insurance 6/16/2003 = CGL/Auto /E /L Umb/WC /PL; 6/12/2003 = Builder's Risk w /perils; Retainage Deposit or Placement Master License Service - Registration and Licenses Owner has current license verifications in hand, provide renewals; permit pickup requires hand deliver of CL copy Washington Contractor Number WADEPCL982R7 (UBI:602233923) Liquidated Damages WSDOT FORMULA = $1578 per day in Phase 1; $1288 per day in Phase 2 Architect: A) Owner's right to carry out work; shop drawings /submittals; schedule of values; payment applications; payment schedules and time frames; project schedule; list of subs; B) Project Related: Subcontractors, communications; temporary fencing & site security; Scope of work review; Claims /COPR/COP /RFI; direction of subs; time limits phases 1 and 2; As- Builts; Trailers C) Drawing Review - Soils; Civil /Utilities; Drainage; Landscape; Structural; Architectural; Plumbing; Mechanical (Controls); Electrical. 7. a Responsibilities of Contractor Before work commences: SC 1.08 sworn affidavit of intent to pay prevailing wages (4 copies) in behalf of WPC & by all subcontractors SC 1.09 Tukwila Business License application submittal pending issuance Pick up Permits b Coordination Concerns at Project Start -Up Phasing Plan, schedule Practice Green Subgrades for Golf Course Contractor Coordination during project mobilization. Two contractors 60 day notice, 15 day =/- window; water feature contractor coordination parking accomodations Working with Concessionaire's Food Service Equipment Contractor WADE PERROW PRE -CON 062503 rev1.xls 6/24/03, 1:56 PM Z W a 2 J U O 0 u, o J = H • LL W O u. co 2 ar Z = I- O Z I— U O — • I— W W L I O uJ Z U= O I- Z 8. 9. a b c d Utilities and Service Information Power: Seattle City Light Tom Gravel /: 206/386 -1672 Copy of SCL Electrical Site Plan & Drawing Provided date of PreCon (Power @ temp -pole for 200 amp service within 150', permit for temp. service required by SCL) Water: City of Tukwila Hydrant meter available in 2.5 & 3/4" -- City of Tukwila Permit required. David Grage 206/433 -1863 Phone: Tukwila Internal Provider: Allegiance Telecom Richard Adair 425/378 -3608 Coordination issues required for services to WPC Trailer andfuture consideration of 5 lines maintained at pole near Foster Tree. Sewer: KC Metro /City of Tukwila Gas: PSE Colleen Gammond: 206/418 -4234, 425 - 754 -1631 mobile General Discussion Hours of Construction Operations (Noise) Tukwila Code 8.22.140: M -F 7am -10pm; S -S -H 8am -10pm; Exceptions by Variance Application Unusual Occurrences Citizen Complaints Dangerous Safety Hazard Warning Handling of Disputes, Protests, and Claims Fatal /Disabling Accident Form Stop Work Notice Notify Owner's Rep - provide identification of parties and circumstances (may be requested in writing) Correct Immediately See Standard Specifications for Road, Bridge and Municipal Construction OSHA Forms, City of Tukwila Accident/Incident Form Contractor must stop work until issue is corrected and reinspected Changes to the Work Involving Time or Cost Work Change Directive Change Order Proposal Request Change Order RFI's, SI, CCD Use to proceed with work or changes to the work upon terms agreed to. Justification & back up documentation for Change Order - Cost and /or time Only means to effect adds & deducts from contract costs and contract time, executed & agreed to by contractor & owner Procedures for Progress Payments: Payment Request Form AIA forms Monthly Due Dates 4 copies; accompanied by payroll certification; wage rate compliance; unconditional waiver and release upon payment July 8; August 5; September 2 for check issuance on or about 20th of month 10. Project Close Out Punch List, Partial and Final Certificate of Substantial Completion, Fire Department approvals, Public Works approvals, Certificate of temporary occupancy WADE PERROW PRE -CON 062503 revl.xls 6/24/03, 1:56 PM I November 3, 2003 Denise Trexler Rainier Industries Ltd. 18435 Olympic Avenue South Tukwila, WA 98188 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 to Revision #1 Development Permit Application Number D03 -042 Foster Golf Links Clubhouse — Awnings — 13500 Interurban Avenue South Dear Denise: This letter is to inform you that your revision received at the City of Tukwila Permit Center on October 29, 2003, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Fire Department: Al Metzler, at 206 575 -4404, if you have questions concerning the following: 1. Please provide spec sheets on fabric to determine flame resistance to evaluate potential sprinkler protection requirements. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, `,�L1iyL[G Stefania pencer Permit Technician Enclosures File: Permit File No. D03 -042 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665 +N...f. rY..: —J +.S wri...W •c+w.�- ..an.LaiM•n••wt•:'•• +0 1:: November 25, 2003 Mike Sweeney 12424 42 Avenue S. Tukwila, WA 98168 Dear Mike: Sincerely, .�7 Laurie Werle Permit Technician enclosures City of Tukwila Steven M. Mullet, Mayor Department of Public Works James F Morrow, P.E., Director z w it 2 JU 00 w J u. w 2 SUBJECT: CORRECTION LETTER #1 to Revision #3 L.L. D Public Works Permit Application Number D03 -042 = w Foster Golf Clubhouse r-0 w ~ w This letter is to inform you of corrections that must be addressed before your permit can be D approved. Jill Mosqueda, Development Engineer with the Public Works Department, has N reviewed your application and has attached comments and /or corrections. w ~ = w U The City requires that four (4) complete sets of revised plans be resubmitted with the u.. 0 appropriate revision block. If your review does not require revised plans, but requires additional z reports or other documentation, please submit four (4) copies of each document. o H I - In order to expedite your application, a Revision Sheet must accompany every resubmittal. I z have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the City of Tukwila Public Works Department at (206) 433 -7184. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 433.0179 • Fax: 200•431.3065 DAVID A. ('lARK< AR(' III !I( IS, 1't1(' April 1, 2003 Ms. Brenda Holt Permit Coordinator City of Tukwila 6300 Southcenter Blvd. #100 Tukwila, WA 98188 Re: Foster Golf Links Clubhouse 13500 Interurban Avenue S. Development Permit Application Number D03 -042 Dear Ms. Holt, RECEIVED CITY OF TUKWILA APR 0 1 2003 PERMIT CENTER I have received your Correction Letter #2 regarding the above referenced project. The numbered responses below correspond to your letter of March 31, 2003, shown in italics. Planning Division Comments Comments by Carol Lumb, dated 3/25/03 1. As a general comment, the spacing should be noted on all plants listed on the landscaping plan. The spacing has been added to the landscaping plan as requested. For species that are placed informally the spacing indicated is approximate. 2. The front landscaping along Interurban: Due to the extensive revisions to this site, the landscaping along the front of the site must be brought up to code requirements. Type I landscaping requires trees, shrubs and groundcover. Based on the amount of area on the front of the site, 41 trees are required as part of the front landscaping in addition to the shrubs and groundcover that are shown. For trees, shrubs and groundcover, please show the landscape symbols in the clouded area, not just a note on the number of plant materials that will be planted and the spacing. The landscaping plan has been revised as requested. Existing Otto Luyken Laurel shrubs are show screened. New shrubs are indicated at the required quantities and are clustered to match the existing conditions. 41 trees are indicated including transplanted existing trees 3. Please show a planting detail for the sloped areas of the site that will be planted and erosion control measures provided. The requested detail has been added as requested. A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, and Washington 0 U Al) F U U t. 0 00 00 oo A F Do3-01-2-. Ms. Brenda Holt, City of Tukwila Foster Golf Links Clubhouse Re: D03 -042 Page 2 4. The Pacific was myrtle plantings on the east side of the parking lot provided as part of the shoreline mitigations (and in lieu of the trees that are required on the shoreline permit) appear to be planted 5 ft. on center. Please indicate the spacing and whether ,- w this will provide a visual barrier. Five feet on center does not provide this type of 6 = _10 Wax Myrtle shrubs are respaced in two rows, 4' -0" triangular spacing to provide a u o visual barrier. J = cn u. 5. Parking lot landscaping: The revised landscaping plan note is not correct in the w 0 amount of landscaping that is required in the parking lot. Fifteen sq. ft. /parking stall g is required in the C /LI district; 12 sq. ft. /parking stall is required in the LDR district u. for areas adjacent to public streets. The note should be corrected to break out the = a parking area in each district and the required square footage in each. F- _ The note has been revised to to indicate the calculated coverage for the C/LI and ? !' LDR districts. z O w w 6. Please have the landscape architect sign and stamp the landscape plans. U N The revised drawings are stamped and signed by Steven P. Shea; Washington State 0 '- Landscape Architect License number 261. = w 7. What method(s) will be used to protect existing trees? z Language in the specifications indicates protection for the existing trees. Please v e) see attached specification section 02230, Site Clearing, Paragraph 3.2 "Tree Protection" (Attachment 4). Other than the Foster Maple, tree protection consists z of prevention of work within the drip line where possible and replacement of damaged trees. Where work within the dripline of trees is required hand excavating and root protection is specified. Public Works Comments Comments by Jill Mosqueda P.E., dated 3/24/03 1. As mentioned twice previously, provide written approval from Metro /King County for the proposed work on its property located between the golf course and Interurban Ave. S. The property in question is owned by Seattle City Light. The Public Works Director is currently in negotiations with Seattle City Light for a use agreement on the property. It is our understanding that this negotiation process will not hold up the issuance of the permit. Please see email designated "Attachment 1". DAVID A. CLARK ARCHITECTS, I'LLC .S::i•'MtiL.'M.�L. i..a utN.�LwY a:3n�t y SYr.�i:F9w:.5:$.:S+ibiSi liwtY:i i:.Slifu"laiti of Ms. Brenda Holt, City or Tukwila Foster Golf Links Clubhouse Re: D03 -042 Page 3 2. P -200 The grease interceptor you propose does not meet City requirements. Provide a grease interceptor meeting the Tukwila typical detail provided to you previously and attached to this comment memo. The grease interceptor has been revised to the exact City standard for the capacity of the application. Please see the clouded information on the two attached revised Plumbing sheets. 3. C -103 Install a Reduce Pressure Backflow Assembly, approved by Department of Health, between the meter and building. On February 27, 2003, my Civil Engineer contacted Dave Grage (206/ 433 -1863) with the Tukwila Water Department regarding this comment. He was told that the RBPA would be acceptable in the building interior. (Please see email designated "Attachment 2 ") As previously submitted, sheets P -201 and revised detail 1 on P -301 (Attachment 5) indicate the specified RBPA in the Sprinkler Riser Room 120. Attached please find a product sheet ( "Attachment 3 ") indicating compliance with health codes. I trust this information is adequate to address your plan review comments. If you need additional information or clarification, please contact me at my office 253 813 -8877 or mobile 253 332 -8877. Sincerely, David A. Clark AIA Project Architect 0.4,4 Copy: Bruce Fletcher, Parks Director Rick Still, Assistant Parks Director Mike Sweeney, Project Manager DAVID A. CLARK ARCHITECTS, I'LLC David A. Clark From: Rick Still [rstill @ci.tukwila.wa.us] Sent: Monday, March 31, 2003 1:41 PM To: Jim Morrow Cc: Bruce Fletcher; Brenda Holt; Jill Mosqueda; Mike Sweeney; dclark @clarkarchitects.com Subject: Clubhouse & Seattle Light Property Issue Hi Jim, , f.. z Bruce brought you the survey information that you said you needed to clear up the Foster Golf Links construction issues on cc 2 Seattle Light Property, Permit Number D03 -042. 6 v 0 Would you please provide written documentation that your staff will accept as meeting their permitting requirement. co W W= I believe that this is the last issue that needs to be cleared up and included in our Response to Correction Letter. N u iii Thank you very much, Sincerely, g Q Rick Still co a =w ~_ z I-- o z1-- 1 z David A. Clark From: Ron Goldy [RonG @brhinc.com] Sent: Thursday, February 27, 2003 4:29 PM To: Dave Clark (E -mail) Subject: Foster Golf - RBPA � - Tcc4 (AA 0.. - 2 Dave, The fax from Sider & Byers indicated they have designed a Reduced Pressure Backflow Assembly (RPBA) in the fire sprinkler room. I called Dave Grage, with the Tukwila Water Department, to ask if it is ok to locate this inside the building. He said technically it is to be located outside but they will allow it to be located inside the building. This means we don't have .to have the "Hot Box" which you and 1 discussed. We have addressed items 5, 6 and 7 of the Public Works Review Comments. The corrections have been made and bubbled on our plans. We will wait for direction from you before we plot and distribute the revised plans. If there is anything else we can help with let me know. Thanks. Ron Goldy,PE President Bush, Roed & Hitchings, Inc. • 2009 Minor Avenue East Seattle, WA 98102 (206) 323 -4144 Phone (206) 323 -7135 Fax Post - It• Fax Note 7671 13 0 1 03 - 11 litord. To bane cugc. From G ColDept. co. S+.6 Prima • Prams s ----� Fax f Fax • I 8 S I UtH + tUTtH5 folTER. GOLF Lc bttAtL I 'f's3Q 1 .Dirnensions/Wgts. rax:0 • Designed to protect potable water supplies in accotdance with national plumbing codes and water authority requirements. Protection from health hazard cross - connections or containment at the service lime entrance. • 'For continuous pressure use; protects against both back siphonage and backpressuie backAow. Specifica • Sizes: 2W - 3" (65 -80 mm), NRS resilient seated. flanged gate valve shutoffs (Model 009NRS or 009OSY). • For supply pressures up to 175 psi (12.1 bars). • Standard ban type test cocks_ • Iwo in -line, Independent check valves with intermediate relief valve. • Sizes 21/2" - 3' (65-80 mm), water temperatures are 110 °F (43 °C) constant, 140•F (60°C) intermittent now Charts sec page 41. She (019 br. ant A 'B C mra IL as is, 009NRS 0062418 2A 65 3314 845 15 403 113i. •0091iRSrS 0062500 211 65 333 845 15' 403 11% • 00905Y 0062571 211 65 333 845 2034 517 1694 0090T 4DA 0062573 234 05 3334 845 1034 267 6334 0091JRS 0062419 3 80 344 870 1731 438 213ti •009NRS -5 0062591 3 80 343s 870 173E 438 21% • 0090SY 0062579 3 80 341/4 870 23 584 18;4 0094T -F0A 0062581 3 80 343 870 111f 282 7 §- Contact your local WaysAlgent orb Customer5em& (978) 689.61066 r othu •B dimension is from the lowest part of the valve (the relief per) to the littlest par um ire. Ins 294 411 114 294 411 114 416 416 114 160 4K--A 545 41 545 4'. 479 41 166 4? watts regulator • back low fMal ,Jl Guuu ,u.ut AflAC v ..' JT 3 • • v Features • Captured springs • Sluicing without special tools • Tap access, simgie cover 009 -OS1t 3° • -1%vo in -line independent check valves with Intermediate relief valve • Standard ball type test cocks • Unibody construction • Fused epoxy coated cast iron body • Replaceable bronze seats • Stainless steel internal parts • Maximum flow at low pressure drop For aditional to fonratbn, rt .Best ES4o9. For information on Air Gaps and Van Elbows see page 40 or request ES-AG L For whttsBox Enclosures, request ES -WB and Es -W8-R Options add Suffix: NRS- with NRS resilient seated gate valve shutoffs OSAY with OS &Y resilient seated gate valve shutoffs S-FDA with FDA epoxy coated strainer QT - with quarter -turn, full port, resilient seated ball valve shutoffs QT-FDA - with FDA epoxy coated ball valve shutoffs LE - without shutoff valves 5 - with non -epoxy strainer la. awa 1814 460 181i 460 16A 460 1R S4 M N is. ma IL mitt 10 254 616 165 wo Waled 161.00 73.0 1891.00 85.0.4. -. 166.00 75.0 150.00 68.0 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Protecting existing trees and vegetation to remain. 2. Removing trees and other vegetation. 3. Clearing and grubbing. 4. Topsoil stripping & stockpiling. 5. Removing above -grade site improvements. 6. Disconnecting, capping or sealing, and removing site utilities. B. Related Sections include the following: 1. Temporary utilities, temporary construction and support facilities, temporary security and protection facilities, and environmental protection measures during site operations. 2. Division 2 Section "Earthwork" for soil materials, excavating, backfilling, and site grading. 3. Division 2 Section "Landscaping" for finish grading, including placing and preparing topsoil for lawns and planting. • 1.3 DEFINITIONS A. Topsoil: Natural or cultivated surface -soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches (50 mm) in diameter; and free of weeds, roots, and other deleterious materials. 1.4 MATERIALS OWNERSHIP A. Except for materials indicated to be stockpiled or to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from the site. Foster Golf Links Clubhouse AW4c4 M i1' 4 SECTION 02230 SITE CLEARING 02230 - 1 Site Clearing .. .....�., ... .. \...K r,. i .............+.»., �t.+., r... a;:: wl:;.. i` rawe .....b.:..wl.....r;.ii.v:r.., ✓.:Ldu»�.4.n:G.,i, .ate n•» a: Ni.'.. 4. S.. c !.;;�i�YNa:J:.'u:�,���.i...:.+. .a:'z:.= t�:. Nw a' t 44....W;c: 4w4.440: v44.4' .Lts::J,sr:.G;iuu�l;.i+:.,3.: 1.5 PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site - clearing operations. Maintain circulation acceptable to Owner for golfing public. z 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities z without permission from Owner and authorities having jurisdiction. re 2 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities v having jurisdiction. 0 0 B. Notify utility locator service for area where Project is located at least two full business days in J w s d 1- w Z = o zl-- 3.1 PREPARATION uj VO A. Protect and maintain benchmarks and survey control points from disturbance during o H ww U B. Provide erosion - control measures as indicated on the drawings to prevent soil erosion and u discharge of soil - bearing water runoff or airborne dust to adjacent properties and walkways. w - I O ~ z advance of site clearing work. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION C. Locate and clearly flag trees and vegetation to remain or to be relocated. D. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. construction. TREE PROTECTION Owner will erect and contractor shall maintain a temporary fence around drip line of the "Foster Tree" as indicated on the drawings. Owner shall remove fence when construction is complete. 1. Do not store construction materials, debris, or excavated material within drip line of remaining trees. 2. Do not permit vehicles, equipment, or foot traffic within drip line of remaining trees. Do not excavate within drip line of trees without written permission from the Owner or specific instructions on the drawings. Where excavation for new construction is required within drip line of trees designated to remain, hand clear and excavate to minimize damage to root systems. Use narrow tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possible. Foster Golf Links Clubhouse 02230 - 2 Site Clearing 1. Cover exposed roots with burlap and water regularly. 2. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. 3. Cover exposed roots with wet burlap to prevent roots from drying out. Backfill with soil as soon as possible. 4. Clean pruning equipment with rubbing alcohol before starting work on another plant. 5. Do not prune more than 33 percent of root structure or more than 25 percent on one side Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Architect. 1. Employ a qualified arborist, licensed in jurisdiction where Project is located, to submit details of proposed repairs and to repair damage to trees and shrubs. 2. All replacement plants shall be of the same variety as damaged or destroyed plant materials they are replacing. All replacement coniferous trees shall be a minimum of 15 feet in height and all replacement deciduous trees shall be a minimum of 3" caliper, as approved by Architect prior to installation. Any tree which is not ordered removed or provided for removal by the Architect which is destroyed or damaged to the extent that, in the opinion of the Architect, the continued life of the tree is questionable, or which is disfigured by the Contractor because of carelessness, negligence, or for any other reason, shall be removed by the Contractor at his/her own expense. In addition thereto, liquidated damages will be assessed against the Contractor according to rates and methods set by the International Society of Arboriculture. Where any tree has been removed which has not been ordered removed or provided for removal by Architect, Architect shall determine cross section measurement of stump and Contractor shall be assessed damages in accordance with the following chart, with a minimum assessment of $500.00. Use `tree- caliper' or greatest tree trunk 3/4" to 4 inches 5 inches 6 inches 7 inches 8 inches 9 inches 10 inches 11 inches 12 inches 13 inches 14 inches 15 inches 16 inches 17 inches 18 inches Foster Golf Links Clubhouse All replacement plant material shall be guaranteed for a period of one year commencing on the date of installation. diameter measured 30" above ground. $ 500.00 $ 600.00 $ 880.00 $1,200.00 $1,530.00 $1,950.00 • $2,430.00 $2,950.00 $3,480.00 $4,070.00 $4,730.00 $5,480.00 $6,330.00 $7,250.00 $8,300.00 19 inches and over, use $ 500.00 per caliper inch All shrubs $. 150.00 each 02230 - 3 Site Clearing Any tree which is not ordered removed or provided for removal by the Architect which is de- stroyed, damaged or removed as noted above shall be replaced as specified in Paragraph 3.2.D. 3.3 UTILITIES 3.4 CLEARING AND GRUBBING A. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed. 1. Arrange to shut off indicated utilities with utility companies. B. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Architect not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Architect's written permission. C. Excavate for and remove underground utilities indicated to be removed. A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. • Upon approval of Architect, cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. 3. Completely remove roots, obstructions, and debris extending to a depth of 18 inches below exposed subgrade. Stumps shall be completely removed. 4. Use only hand methods for grubbing within drip line of remaining trees. 5. Utilize pruning practices set out in paragraph 3.2.C. 6. Fill depressions caused by clearing and grubbing operations in accordance with Earthwork, section 02300.3.15. 3.5 TOPSOIL STRIPPING A. Strip and stockpile sod and grass before stripping topsoil. B. Strip topsoil to a depth of approximately 18 ". C. Stockpile materials away from edge of excavations for Owner's use without intermixing with subsoil. Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust. 1. Limit height of stockpiles to 10', located as directed by Golf Course Manager or Landscape Architect. 2. Do not stockpile within drip line of remaining trees. 3. Retain all excess soil and materials as specified in Division 2 "Earthwork ". Foster Golf Links Clubhouse 02230 - 4 Site Clearing 3.6 SITE IMPROVEMENTS A. Remove existing above- and below -grade improvements as indicated and as necessary to facilitate new construction. B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated. 1. Unless existing full -depth joints coincide with line of demolition, neatly saw -cut length of existing pavement to remain before removing existing pavement. Saw -cut faces vertically. 3.7 DISPOSAL A. Disposal: Remove obstructions, demolished materials, and waste materials, including trash and debris, and legally dispose of them off Owner's property. Foster Golf Links Clubhouse END OF SECTION 02230 02230 - 5 Site Clearing .. G.._......,...., . K_..... r.. ��i. c..... n+ n. n.: ki::: ri;.._.✓. Sti.`:::: 1.:.. ss+'.a..u.a.vrar..w+ius�uw ^, FD -2 PRESSURE REDUCER 61 GPM PRESSURE REDUCER 33 GPM • 21%" CU! TO DISTRIBUTION PRESSURE RELIEF T VALVE, PIPE TO FLOOR DRAIN, BLDG. SNUT -OFF VALVE - N PIPE DRAINS FLOOR I BALL VALVE 1_ . 1 P 301 MINN. IMP r r•11=a 110111■-r _ GAUGE (fl p.) PRESSURE ►11 I /.4 t PRV DETAIL "•' F3i7�4i'U'4,'ntitt!!Y.t*.'.J`!R7 k�*"'(,t+�. ', r► • 21'2" BY -PASS • IsoII.sI!I� REDUCED PRESSURE BACKFLOW PREVENTER EQUAL TO WATTS MODEL NO. 009QT -FDA -5 STRAINER W/ BLOU1- DOWN VALVE (TYP) 21'2" UJTR, SERVICE FROM MIN. 2" WTR. METER 514 T P -3oI 00 J I 1-- ;N LL 'W J D = V Z �. 0 Z I- 11J la U D • 0- CI I-' • w LI z Z March 31, 2003 Rick Still 12424 — 42nd Avenue S Tukwila, WA 98168 RE: CORRECTION LETTER #2 Development Permit Application Number D03 -042 Foster Golf Links - Clubhouse 13500 Interurban Avenue S Dear Rick: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3670. Brenda Holt Permit Coordinator encl City of Tukwila xe: File No. D03 -042 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206- 431 -3665 ./ March 4, 2003 Rick Still 12424 — 42nd Avenue S Tukwila, WA 98168 Dear Rick: Sincerely, &etc & IJ Brenda Holt Permit Coordinator encl xc: File No. D03 -042 City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D03 -042 Foster Golf Links 13500 Interurban Avenue S Steven M. Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 - 3670. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 Berrs an Heinigar To: City of Tukwila Comm. Dev. & Public Works Dept. Permit Center, 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 Attn: Brenda Holt Via: ❑ Messenger ❑ Express ❑ Pickup ❑ Mail Other 4.y We are forwardingg herewith: rt ( v l $1142-) Plans S pecifications LETTER OF TRANSMITTAL Date: 3 -- �- — 0i B &H P.C. No.: D3 -fD /- 774z. Tukwila Proj #.: D �3 04L2 Description: )3500 Iiiieflr AW S, (/V 0 ao Water Avail. Certificate Sewer Avail. Certificate Storm Drain Av il. Certificate Site Plan / Fee Calculation Sheet Structural Calc's Correction List Energy Calc's / Permit Applic. Soils Report Energy Data Sheet As requested, these plans were reviewed for: ❑ Non - structural ,Structural ❑ Plumbing ❑ Disabled Access Regulations Special items to note: Arch. / Engr. Signature Pending Special Inspection Required for Rep- ote fJh, S/of ✓ Deferred Submittals Required for .. ' v't45 Other The following items have been verified: Plans Stamped and Signed Questio aire Sent to Applicant /iv( - , e -ii4kxd ,Q,A,d- 4psiio From: Berryman & Henigar Community Development & Building Safety J ❑ Energy Regulations ,s' / .ga`?W /S{ a �s fr4,,,, s / ,,pct ? �i� /Ow Rev. �Sf �/a« ❑ Mechanical ❑ Electrical ✓ Correction List in B &H File 17 Log Book Entry Made Resubmittal Required The enclosed instruments of record are approved for issuance of the building pending the approval of any other City /County /State agencies. ❑ Fire Code Remarks: 720 Third Avenue, Suitt; 1200, Seattle, WA 98104 (206) 505 -3400 • FAX (206) 505 -3406 • www.bhiinc.com permit Date: kit • �^• l? it4t :+ruii:'�idii:�3ln$L'�tka?u% February 25, 2003 Rick Still 12424 — 42n Avenue S Tukwila, WA 98168 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Preliminary Review Comments Foster Golf Links Clubhouse - D03 -042 13500 Interurban Avenue S Dear Rick: The Tukwila Public Works Department has completed their review of the application materials you submitted on February 4, 2003. The attached comments and /or corrections must be addressed before we can recommend approval of your permit(s). Please be aware that you may receive comments and /or corrections from other City departments, as well. When you re- submit your corrected plans to the Permit Center for further review, your re- submittal must respond to the comments of all City departments at the same time. You will know when you have received the comments of all departments involved with your project, when you receive a "Correction Letter" from the City's. Permit Coordinator. The Permit Center cannot accept your re- submittal until after you have received the Correction Letter reflecting all departmental comments and /or corrections. In the meantime, if you have questions regarding the attached Public Works comments and /or corrections, please contact Jill Mosqueda, Development Engineer, at (206)433 -0179. If you have other questions regarding the status of your permit application, please contact the Permit Center at (206)431 -3670. Sincerely wtitA. Brenda Holt Permit Coordinator encl xc: Jill Mosqueda, Development Engineer File No. D03 -042 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 Be H r g, • ° = -Q ens -ETTER OF TRANSMITTAL g LB 2 8 2003 COMMUNITY DEEOPMET To: City of Tukwila V L N Date: Comm. Dev. & Public Works Dept. B &H P.C. No.: D? —Pa /-- Ju,� Permit Center, Tukwila Prod #.: 2)1)3— 942 6300 Southcenter Blvd., Suite #100 Description: /3,00 /htc,s; Tukwila, WA 98188 1Ve� Attn: Brenda Holt Via: ❑ Messenger ❑ Express ❑ Pickup /Mail ❑ Other We are forwarding herewith: Building Plans Specifications Water Avail. Certificate Site Plan I Fee Calculation Sheet Sewer Avail. Certificate Structural Calc's / 4± Correction List Storm Drain Avail. Certificate Energy Calc's Permit Applic. Other Soils Report Energy Data Sheet As requested, these plans were reviewed for: ❑ Non - structural %Structural ❑ Plumbing ❑ Mechanical ❑ Electrical ❑ Disabled Access Regulations ❑ Energy Regulations ❑ Fire Code Special items to note: Arch. / Engr. Signature Pending V Special Inspection Required for p_/" I1.4C ‹. "h• t/ Deferred Submittals Required for lit u-sdA lr, C a) Other The following items have been verified: Plans Stamped and Signed V Correction List in B &H File Questionnaire Sent to Applicant j/ Lo Bk ntry Made Remarks: l ' , / /4") c 4�1 ( a oo (eS taJ Resubmittal Required The enclosed instruments of record are approved for issuance of the building permit pending the approval of any other City /County /State agencies. From: Berryman & Henigar Community Development & Building Safety 720 Third Avenue, Suite 1200, Seattle, WA 98104 (206) 505 -3400 • FAX (20 505- 3406 • www.bhi nc.con7 Date: CE/VEDLETTER OF TRANSMITTAL E8 2 8 2003 COMMUNITY To: City of Tukwila EVELOPMENT Comm. Dev. & Public Works Dept. Permit Center, 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 Brenda Holt Attn: Via: ❑ Messenger ❑ Express ❑ Pickup /Mail We are forwarding herewith: Remarks: /r,( ArN y • H ° n•� Building Plans Site Plan Structural Calc's Energy Calc's Soils Report From: Berryman & Henigar Community Development & Building Safety Date: - --16 -- 2003 B &H P.C. No.: 03 - P0/ - 7/4. Tukwila Proj #.: b a3-- 02 Description: aCeo/h �/G;,-e r, � f (AIM) -1�6 t,!64J ❑ Other Specifications Water Avail. Certificate Fee Calculation Sheet Sewer Avail. Certificate Correction List Storm Drain Avail. Certificate Permit Applic. Other Energy Data Sheet As requested, these plans were reviewed for: ❑ Non - structural %Structural ❑ Plumbing ❑ Mechanical ❑ Electrical ❑ Disabled Access Regulations ❑ Energy Regulations ❑ Fire Code Special items to note: Arch. / Engr. Signature Pending V Special Inspection Required for pAr oar. Sio/ 1/ Deferred Submittals Required for ihe“ *J,/I� (4) Other The following items have been verified: Plans Stamped and Signed V Correction List in B &H File V Loi Book ntry Made Questionnaire Sent to Applicant 9144(turitd0 4t / /: < Leest, efif-kip.L Resubmittal Required The enclosed instruments of record are approved for issuance of the building permit pending the approval of any other City /County /State agencies. 720 Third Aventn:�, Suitia 1200. S1;aUIn, WA I8I0 (206) 505 -3.100 • FAX (2(..0;) :10; -3406 • www.bhiinc.com Date: .., i;^':i' < Y+ Y e' �� Berryman & Henigar Building Safety Plan Review Services JURISDICTION City of Tukwila AGENCY PROJECT # D 03-042 (Structural Review On Iv) ADDRESS: 13500 Interurban Ave S, BUILDING PERMIT FEE 1 $5,608.751 $3.15 I 303 I= base fee 1997 UBC Table 1 per 1000 (factor) PLAN REVIEW FEE 65% X $6,563.20 UBC Section 107.3 B & H REVIEW FEE 1 60%I X $4,266.08 (Structural Review Only) B&H # 03-001-Tuk New Club House 720 Third Avenue, Suite 1200, Seattle, WA 98104 (206) 505-3400 — FAX (206) 505-3406 — www.bhiinc.com 2/24/03 $cost / sq.ft. Modifier Total Value of all Construction Work Sprinklers $6,563.20 $4,266.08 $2,559.651 • :,sex...iza.ogvaat4i.4'4. • The Power to Change The Power to Build February 26, 2003 Mr. Rick Still 12424 — 42 Ave S, Tukwila, WA 98168 B &H P.C. #: 03- 001 -Tuk, (Tukwila # D 03 -042) 13500 Interurban Ave S, Dear Mr. Still: The City of Tukwila is utilizing Berryman & Henigar for building plan review services; it is B &H's goal to provide a quality review on the applicant. Please note the items listed below so you will better understand our role in the City review process and avoid delay in processing plans through Berryman & Henigar. 1. Berryman & Henigar's review encompasses the structural portions of the Uniform Building Code. Refer to the correction list enclosed. 2. When addressing items on the correction sheet, please provide a reference as to how the item was resolved in a response letter. Any new or revised information, which relates to the correction items, should be referenced. 3. Please resubmit all information to the City of Tukwila for redistribution purposes. The number of corrected drawing sets should be in accordance with the City submittal requirements and accompanied by their revisions and additions forms. Once final approval is obtained, you will be notified by the City on the status of the permit application. If you have any questions regarding any of these items, please contact me at (206) 505 -3400. Sincerely, BERRYMAN & HENIGAR 720 Third Avenue, Suite 1200, Seattle, WA 98104 -1820 (206) 505 -3400 • FAX (206) 505 -3406 • www.bhiinc.com Nelson Chao Community Development & Building Safety — Plan Check Engineer ,,_ rm . VISA V v.: iA: �9iw+. 4: ta: d1'.. m�T,. l.:: xr.:.:J✓,:::.:: y: ur:,, v.. stu .;.SAr4:.ei: :i2440 • xs'xar z, B &H # 03- 001 -Tuk 13500 Interurban Ave S, Tukwila BUILDING PLAN REVIEW City of Tukwila Building Permit # D 03 -042 B & H # 03- 001 -Tuk Project: Clubhouse, 13500 Interurban Ave., S Reviewer: Nelson Chao, Plan Check Engineer (206) 505 -3400 fax (206) 505 -3406 Berryman & Henigar 720 Third Ave., Ste #1200 Seattle, WA 98104 Before approval for code compliance or issuance of a building permit, the plans require the information, revisions and corrections that follow to be incorporated within revised submittals. The approval of plans does not permit the violation of any section of the building code, or any other ordinance or State law. Instructions In order to expedite rechecking this project, please provide a written response to each correction item that follows. For further clarity, it is desirable to have all corrected items clouded. Please submit directly to B & H revised / updated sets of project documents for recheck. Also, please reference the B & H project number in your transmittal. The following comments are based on the applicable 1997 Uniform Building Code for structural review. Building Characteristics: Occupancy: Type of Construction: Area: Height/stories: Multiple Occupancy (B, M, A3 & S -3) V -N 14656 s.f. Clubhouse building and 1650 s.f. covered porches 38 ft, 1 story laa,:F u„llud;:r'Ua"a,:tG:.i .V:'�.lLCi -.Y] B &H # 03- 001 -Tuk 13500 Interurban Ave S, Tukwila Structural Comments Framing Plan: S1. Specify snow drift load on roof framing plan with locations as design criteria for z roof trusses. i z re w S2. Clarify the calculated beams sizes are not locating at the plans: 6 D a. Bm 3 at calc's page B2 o 0 S3. Provide header beams design calculation on lower portion of the Hospitality Hall -J F- (see elevations on S107) with post load. Specify on plan the posts size per calc's u) LL w that support the header beams (details 19/S109 shows different sizes). m S4. Provide design calculation with detail connection ceiling to walls on the 24' space u frame at Hospitality Hall section (S103). The space framing (if as structural = a bracing) will have lateral shear transfer from both direction. Z Iii 1- o S5. Specify additional ceiling load (see S106) and dormers loading on plan as the W w design criteria for roof trusses design by other manufacturers. D o S6. Specify post sizes at locations other than typical sizes. The calculation (from o I- page C2, C3, C5 to C7) has specified posts at locations with different sizes. z 0 S7. Clarify the wood stud design at tall -wall section in the calc's pages W3 to W7 are LI z o not match with the wall schedule on sheet S104 and with A110. o u) a. E -W sides have 33.667' height walls o - b. N -S sides some have 24' & 33.667' walls z S8. Provide lateral bracing design and detail connection on the wall mounted 600 lbs and floor mounted 250GAL water tanks shown on detail 12/ P301 & 2/ P302. (1632.1) Foundation S9. Specify minimum 2' (overexcavation if necessary) structural fill with compaction requirements (Geo -report page 9) on plan for the footing areas to overcome the liquefaction factor as recommended by Geo - technical engineer if the conventional footings are to be used. S10 Provide connection tie between footings as recommended by the Geo - technical engineer (Geo -report page 6) to reduce the differential settlement effect. a. porch footings over at Lounge area b. porch footing over at Pro -shop/ Instruction area 2 B &H # 03- 001 -Tuk 13500 Interurban Ave S, Tukwila S11. Specify the maximum allowable soil bearing for Structural Slab with 2' minimum structural soil fill is 1500 psf (see Geo -report page 9). Clarify the vehicles use in the storage barn area is adequate in such soil bearing capacity. S12. Check posts load inside the building walls for the supporting the porch (porches next to Meeting Area B & Instruction room) beams. S13. Provide post footing design that 10 "x10" and 12" x12" concrete stem (details 16/S109 & 23/ S109 etc) shall be designed as concrete columns (1921.7): a. Provide minimum 4 vertical bars on detail 23/S109 (1910.9.2) b. Longitudinal bars shall not less 0.01 reinforcement ratio (1910.9.1.) c. Transverse reinforcements shall comply with 1921.7. Lateral Design: S14. Clarify the lateral design on X- direction is adequate: a. Lateral design along X- direction did not use 45° load 84.8 kips (see page L3) which is larger than seismic 70.25 kips and wind 61.2 kips. b. Line X3 is not transferable from Pro -shop to Lounge area c. Line X5 is blocked by the high roof of the Hospitality area and not transferable through N -S. d. Toenail nail to shear walls are limited to 150 plf (2318.3.1) • X3 & X8 at Area 2 of calc's page L6 S15. Per UBC Table 23- 11 -1 -1: Where allowable shear values of shear walls exceed 350 plf specify on shear wall schedule 3x foundation sill plates for shear walls P1 -3 and P1 -4. S16. Shear wall panels must comply with code wall height -to- length ratio limitations. Walls at the following locations are too slender: (Table 23 -II -G) a. E -W shear walls at Hospitality Hall along line X3 & X8 in the calc's. b. E -W shear walls at Lounge area along line X3 in the calc's. c. N -S shear walls at Hospitality Hall (see Elevations on S107) 3 • February 20, 2003 Don Graf Berryman and Henigar 720 Third Avenue, Suite 1200 Seattle, WA 98104 RE: Foster Golf Links — Permit No. D03 -042 13500 Interurban Avenue S, Tukwila Dear Mr. Graf: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. Please inform myself or Bob Benedicto as to when we can expect a completed review for this project. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, 4 itiktiet Brenda Holt, Permit Coordinator xc: Permit File No. D03 -042 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431 -3670 • Fax: 206 - 431 -3665 02 /]. '2003 16: 38 FAX is 206 ri ULWt W 05 3406 BERRYMAN & BENIGAR ., w • co ' 1 UKWILH THIS AGREEMENT is made and entered into this _ (q day of ,, 20 Q , by and between glajQF 1...2Ntail hereinafter referred to as "AGENCY", and BERRYMAN & HENIGAR, INC., hereafter referred to as "B &H ", IN CONSIDERATION of the covenants hereinafter set forth, the parties hereto mutually agree as follows: 1.1 Description of Se vices B &H shall perform Services described In Exhibit "A ", Scope of Work, attached hereto and incorporated herein by this reference. B&H shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work since these are solely the construction contractor's responsibility. B&H shall not be responsible for the construction contractor's schedules or failure to carry out the work in accordance with the contract documents. B &H shall not have control over or charge of acts or omissions of the construction contractor, subcontractors, or their agents or employees, or of any other persons performing portions of the work. 1.2 R onsibllifies of Agency The Responsibilities of the AGENCY are described In Exhibit "B" attached hereto and incorporated herein by this reference, 1,3 Sph, eduJ,e of WgYk Upon receipt of written Notice to Proceed from the AGENCY, B &H shall perform Services in the Scope of Work with diligence. B&H shall not be responsible for delay, nor shall B &H be responsible for damages or be in default or deemed to be in default by reason of strikes, lookouts, accidents, or acts of God, or the failure of AGENCY to furnish timely information or to approve or disapprove B&H'S work promptly, or delay or faulty performance by AGENCY, other contractors, or governmental agencies, or any other delays beyond B&H'S control or without B&H's fault, 2,1 Plan Check Services Agreement ARTICLE 1 SCOPE OF SERVICES ARTICLE 2 COMPENSATION P.2 ql 002 AGENCY agrees to compensate B&H as provided in Exhibit "C ", attached hereto and incorporated herein by this reference. C\'MNDOWS \TEMP \City OfTukwila.Doc 1 zii:.: r4,44g+,v `4 44TH bi i t mz y�Ii ust . g003 r us 17 "laS IC: 4b1 I UKLIILA DCD/PW P.3 02/19/2003 16:39 FAX 206 505 3406 BERRYMAN & HENIGAR 2.2 Pavmegt Address All payments due B &H shall be paid to: BERRYMAN & HENIGAR, INC. P.O. Box 24072 Seattle, WA 98124 -0072 Account: 0700491544 z 1- z cc w QQ � J U U ND tu B&H will Submit invoices monthly for work performed In the previous month. AGENCY -11- agrees to pay all undisputed invoice amounts within thirty (30) days of the invoice date. AGENCY � o agrees to notify B&H of any disputed invoice amounts within ten (10) days of the Invoice date, Delinquent invoices will be subject to a late payment carrying charge computed at a periodic rate g5 of 1.5% per month, which is an annual percentage rate of 18 %, which will be applied to any unpaid balance commencing forty -five (45) days after date of the original invoke. = w ci • Additionally, in the event AGENCY fails to pay any undisputed amounts due B &H within Z o forty -five (45) days after invoices are rendered, then AGENCY agrees that R &H shall have the z LU w right to consider said default a total breach of this Agreement and the duties of B &H under this 2 Agreement may be terminated by B &H without liability to B&H upon ten (10) working days o advance written Notice. o N oE- W AGENCY may request B&H to perform additional services not covered by the specific u.i z co Scope of Work set forth in this Agreement, and B&H shall perform such services and will be paid o for such additional services when they are mutually agreed to and made part of this Agreement by o 1 written amendment. z 2.3 Tetmsof Compensation 2.4 AddltiQnal Services ARTICLE 3 INDEMNIFICATION, LIMITATION OF LIABILITY AND INSURANCE 3.1 Jndemolfication B &H agrees to indemnify and hold harmless AGENCY, its officers and employees from and against liability, damages, costs, losses, claims and expenses, including reasonable attorneys' fees, arising out of the negligent acts, errors, or omissions of B&H in the performance of this Agreement. In the event AGENCY obtains indemnification for itself from another party performing work on the Project, AGENCY shall require that party to indemnify B&H to the same extent that party indemnifies AGENCY. 3.2 Llmltation lab o1 (., to Third_Parties The protection from liability to third parties provided by Section 104,2.6 of the Uniform Building Code and similar local adopted model codes shall extend to B &H and its employees in the performance of this work. C :\WINDOWSITEMP1City Of Tukwila.Dov 2 02/19/2003 16:39 FAX 20.�. 6 . 50 i , 5 3406 r'pJ BERRYMAN & HENIGAR w unW l Lit LI lQ 004 P.4 3.3 Workers! Comoensatig B &H maintains Workers' Compensation and Employer's Liability Insurance of a form and in an amount as required by state law. 3.4 Gene ad_ d Automobile viability z = z B&H maintains Comprehensive General Bodily Injury and Property Damage Liability, 6 including Automobile (owned, non - owned, or hired), in the amount of One Million Dollars J 0 ($1,000,000), combined single limits per occurrence and annual aggregate. u) o 3.5 Notice of Cancellation Ili i U) u_ B&H agrees to provide thirty (30) days written Notice to AGENCY prior to cancellation of W o any policy. J u. Q 3.6 Agency Provided Information N 0 = AGENCY agrees to indemnify and hold harmless B &H, b officers and employees, from ? and against any and .all liability, damages, costs, losses, claims and expenses, Including z o reasonable attorneys' fees, due to incorrect data or information provided by the AGENCY tu Lti Including, but not limited to utility location data, as -built drawings, topographic survey, D o geotechnical reports, etc. o - o I- In the event AGENCY falls to provide a soils or geotechnical report for the services to be i 0 performed in this Agreement, B&H will bear no responsibility for and AGENCY will indemnify and P hold harmless B &H, its officers and employees from and against any and all liability, damages, - z costs, losses, claims and expenses of any nature arising out of or related to soils or geotechnical w cn requirements needed for the subject Agreement. R. i 0 z ARTICLE 4 TERMINATION 4.1 . T mina ' afa This Agreement may be terminated by either party at any time with or without cause upon thirty (30) daya prior written Notice. In the event of termination by AGENCY. B&H shall be paid at rates specified in Exhibit "C" within thirty (30) days of submittal of invoice for all services' performed to the date of termination and for all expenses directly attributable to the termination, including, but not limited to, any cancellation charges by suboonsultants and/or contractors. ARTICLE 5 OWNERSHIP OF DOCUMENTS 5.1 Ownership of Doc uments All plans, specifications, reports and other design documents prepared by B &H pursuant to this Agreement are instruments of service which shall be deemed the property of the AGENCY. AGENCY acknowledges and agrees that all plans, specifications, reports and other design documents prepared by B &H pursuant to this Agreement shall be used exclusively an this Project C ;IWINDOWS\TEMPlCity Of Tukwila.Doc 3 02/19/2003 16:39 FAX 206 'Pi 5 0 5 3406 BERRYMAN & HENIGAR DCD/PW and shall not be used for any oth AGENCY and B&H permit the re design documents, AGENCY shall AGENCY and B &H regarding such re them to eliminate any and all ref design documents. B &H may apply performed under this Agreement. 6.1 Representation An AGENCY representat = shall be designated by the AGENCY and a B &H representative shall be designated by B&H as the primary contact person for each party regarding performance of this Agreement. AGENCY Representative B&H Representative Ma e2.3500_01 6,4 L4ssIQnment This Agreement shall not be the other party. work without the written consent of 8 &H. In the event or other use of the plans, specifications, reports or other ubre the party using them to indemnify and hold harmless se or other use, and AGENCY shall require the party using to B &H from the plans, specifications, reports and other for copyrights or patents on all or any part of the work ARTICLE 6 NERAL PROVISIONS 6.2 Non-Discrimination In the performance of the to a of this Agreement, B &H shall not engage in discrimination in the employment of persons becau of race, creed, color, religion, national origin, age, physical handicap, marital status or sex. 8.3 LesralAggon Km*, - WA6Nti4G Ot4 o VI 005 P.5 Should either party to this Ag meat bring legal action against the other, the case shall be handled in = - ; : _ , and the party prevailing in such action shall be entitled to reasonable attorneys' fee ich shall be fixed by the judge hearing the case and such fee shall be included in the Judgment, Should any legal action about t e services hereunder between AGENCY and a party other than 8&H require the testimony of &H when there is no allegation that B&H was negligent, AGENCY shall compensate B &H for its testimony and preparation to testify at the B&H hourly rates in effect at the time of such teati onyx Ignoble by either party without the prior written consent of Notwithstanding the above, B&H may use the services of persons and entities not in their employ, when it Is appropriate and cutomary to do so. Such persons and entities Include, but are not necessarily limited to, surveyors, specialized consultants, and testing laboratories. B&H's use C.IWINDOWSITEMPICity Of Tukwila, Doi 4 : sai54uc£ OY' kws+ � .E1.`,tL'w'r_'i�+.b,.a5a'.ic.' M ,w.. yJ,. .at`rdn6lzn`� 02/19/2003 16:40_FAA_ ?06,505 3406 u‘.4) 6.5 Audit 6,7 The titles used in this Agree Agreement 6.8 Extent otAareemer)t Berryman & Henigar, Inc. By: Title: City of Tukwila: By: Title: C:IWINDOWSITEMP \City Of Tukwlla.Doc rw BERRYMAN & HENIGAR of others for additional services shall not be unreasonably restricted by the AGENCY provided B&H notifies the AGENCY in advance. AGENCY shall have the right to audit and Inspect B&H's records and accounts covering costs under this Agreement for a peri od of two years after B&H's final invoice. 6.6 intazoirdouAMateriaig Unless otherwise provided in this Agreement, BAH and its subconsultants and/or contractors shall have no responaibili for the discovery, presence, handling, removal or disposal of, or exposure of persons to hazard us materials In any form at the site of the Project. This Agreement represents t e entire and integrated Agreement between AGENCY and B&H and supersedes all prior negoti-tions, representations or agreements, either written or oral. This Agreement may be modified or - mended only by a subsequent written agreement signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date and year first above written. are for general reference only and are not part of the i/t3 Date; Z 20 03 1QJ 006 P.6 5 02/19/2003 16:40 FAX 206 505 3406 BERRYMAN & BENIGAR yr • r 1 ur\W1LH LL Vfr W GENERAL EXHIBIT "A" sceof Work The Services to be performed by B &H are to be specified in a work request from the CITY to B &H. BUILDING PLAN REVIEW SERVICES I/1007 P.? Without limiting the generality of the following, the Building Plan Review Services may Include any or all of the following specific tasks; 1. Upon initiation of the project, B &H will receive a work order request to perform work that Identifies the project and the scope of plan review. 2. Plan reviews will be performed at Berryman & Henigar's Seattle office. As requested by the CITY, B &H shall be asked to perform s_tructursl lens examination only for the following project: Thole cuia v 3. B &H will review lans submitted with building ' g permit applications in accordance with the currently adopted Uniform Codes, Washington State Building Code (WAC 51 -40), including barrier free (WAC 5140- Ch.11) and energy code (WAC 51 -11), and the City of TUKWIIA Code, except that B &H will confer with the City Representative or his/her agent on any portion of the review that specifically requires an approval of the City Representative under the applicable Code(s), or that Involves an unusual interpretation, 4. If corrections are required, B &H will write and send a review letter to the applicant and will send a copy to the CITY's Building Official or his/her agent, The correction letter will describe each required correction or addition, and reference the applicable code section. If will also direct the applicant to submit the revised or added information to the City of TUKWILA Permit Counter per the submittal requirements for the permit type under review. 5. B &H will complete the initial review and will either approve the application and notify the CITY of approval via return of all materials, or will send the applicant and the CITY a review letter within the timelines listed below. Each timeline will begin from the day B &H receives a complete project submittal. Unless otherwise agreed to by the CITY in advance, the following timelines apply. a. Small commercial and multifamily buildings - Initial review will be completed within fifteen (15) working days for typical projects. Resubmittals will be reviewed within ten (10) working days. C:IWINDOWSITEMPICity Of Tukwlta.Doc 6 irc.•isc: 02/19/2 1U:4 FAX ZOU 505 34U0 13 & lil:NlbtlK cron�i iuxwlLH DGD /PW 8. At the completion of the plan, review B&H shall return plans °stamped as approved for permit issuance' to indicate that the plans have been reviewed and found to be in substantial compliance with applicable codes and ordinances along with associated documents and a transmittal to the CITY OF TUKWILA. The transmittal shall indicate any deferred submittals to be included as part of the Information to be submitted to CITY OF TUKWILA during construction, 9. There shall be no required minimum usage of any "on -call, as- needed" building plan review services, described in this agreement, DUTIES OF THE CITY OF TUKWILA Pan Review 1. CITY shall deliver to B &H, (2) sets of plans, structural calculations, energy calculations, geotechnical reports, specifications and related documents for the completion of the plans examination. • 2. CITY shall determine which plans are to be reviewed by B&H. 3. CITY shall intake, track, and process the permit applications and all plan revisions per current CITY permit procedures. BUILDING SAFETY SERVICES FEES 1. Refer to Exhibit's "B" and "C ", C:IWINDOWSITEMPICity OfTukwlla.Doc IJuu$ P.8 b. Larger projects will be reviewed in a negotiated timeframe that is mutually acceptable for the project, 6. B &H shall notify the CITY within two (2) days of receipt of plans if proposed schedule can not be met and a mutually acceptable schedule will be determined. The review time may be negotiated when the quantity and /or the complexity of projects to be reviewed constrains B &H's ability to meet timelines. B &H will not be held responsible for delays beyond B &H's control. 7. B&H shall respond to telephone inquiries from CITY staff, developer's engineer or architect or others. 7 z re 2 -JU 00 0 w ' CD u- m ' 0 2 1 J u_< co s z o Z ~ ❑ U ON 0 I- LLS W o .z 0- z .: : 02/19/2003 16:41 FAX 206 505 3406 BERRYMAN & HENIGAR r.,D 17 ' G.'i 1C • call 1 UICWILfa XD /P4 EXHIBIT «B" Building Safety Fees Estsblisbment of Bgildina.Valuatlon and Fees 1. Latest "Building Standards Magazine' is to be used to determine the valuation for projects. 2. Cost per square foot for "Good" construction will be used to determine valuation. 3. Regional modifier of 1.00 will be used. 4. Experience and judgment will be used for non - conventional project types, such as foundation repairs, retaining walls, etc. 5. Use detailed bid or 50% the cost of new construction (which ever is higher) far commercial T.I.'s. 6. Each separate structure will be valued individually. 7. Valuation used in determining permit and plan review fees will be the larger of either the applicant's submitted valuation or as computed using method above, 8. Building permit fees: As set forth in the1997 edition of UBC's Table No. 1 -A, 9. UBC plan review fees: 65% of the building permit fee in accordance with UBC section 107.3. Be! yma 8 Her>�aar Build ng Pian Review i=ees These fees include the initial plan review plus one (1) recheck. When substantial revisions occur, additional fees shall be charged at the hourly rates shown in Labor Rate Schedule. 1. Complete Plan Review UBC Non - structural Fire & Life Safety + Structural, disabled accessibility and /or State Energy Code, UMC and /or UPC 80% of the plan review fee calculated per UBC section 107.3 ($250 minimum) 4. Fugal Review UBC Non - structural Flre & Life Safety ONLY - OR - UBC Structural ONLY 60% of the plan review fee calculated per UBC section 107.3 ($250 minimum) Fees for Mditionaj Services 1. Preliminary plan review meetings to review code requirements will be charged at the hourly rates shown in Labor Rate Schedule. 2. Additional plan reviews beyond the initial and one (1) recheck will be charged at the hourly rates shown in Labor Rate Schedule. C:IWINDOWSITEMP \City Of Tukwila, Doc Iin 009 P,9 8 ..._»........- ...... ..,. .....,.. «. ,,.its .......,wu:a��.airtr� ... • 02/19/2 9 1 3 „ . 1 , d 6 y FAA 06 Op 3 1 u t:.vi.,w BERRYMAN & BEN 1(iAK 3. Review of deferred submittals will be charged at the hourly rates shown in Labor Rate Schedule. 4. Revisions to plans that require additional plan review will be charged at the hourly rates shown in Labor Rate Schedule. ' w 5. Attendance at meetings when requested by the CITY will be charged at the hourly 0 rates shown in Labor. Rate Schedule. o to EXHIBIT "C” J Hourly Labor Rates Schedule N o Building Safety Services w o u.. N 2 0 w Z o . Z F- LU ui U o N O F- w w o o ..z w Classification Bak Building Inspector 1 $ 45 - $ 59 Building Inspector II $ 60 - $ 69 Senior Inspector $ 70 - $ 76 Plan Checker II $ 87 - $ 98 Plan Checker III (licensed P.E) $99 - $130 Principal Engineer $130 Principal Consultant $130 Project Engineer $ 80 - $115 Engineer $ 62 - $ 75 Engineer I $ 55 . $ 75 Word Processor II $ 51 Notes: • Hourly rates shown are portal to portal for services • Consultant staff normal workdays are Monday through Friday (8am - 5pm). Office work or Inspections on Saturdays, Sundays or CITY Holidays will be performed at specific request of the CITY representative. Billing for work performed outside C:IWINDOWSITEMP \City Of Tukwila.Doc Igj uju P.10 9 ..a • ...i1...... 1;+::44.1,420;.. s.t.?K „r.��' :. `�.bt t•h; ..v,o7, t .a!`.. z 02/19/2003 16:42 FAX 206 505 3406 BERRYMAN & HENIGAK rc.a. Iv j.. *19 IUKW1LR DCD/PW normal work hours and on Saturdays, Sundays or CITY times the rates shown above. This Schedule of Hourly rates is effective as of September annual review. CMIN DOWSTEM Kelly Of TukwIl e. Doc • Holidays shall be at 1 34 ion]. P.11 2002. Rates are subject to 10 z z 6 M —J0 00 U) W I O . 11J g -7J < 1_ • LIJ Z 0 Z W W • M 0 O (12 a 1- w w • 0 o u j z 0 c.) — — 0 I) \\ II \ ( I \I:I\ \Ili III I I ( I � 1'1 1( February 3, 2003 Mr. Bruce Fletcher, Parks and Recreation Director City of Tukwila Parks and Recreation Department 12424 — 42 " Avenue South Tukwila, WA 98168 Re: Clubhouse Soils review letter, Foster Golf Links Dear Bruce, At your request, I have reviewed the soils review letter from Landau Associates for the Foster Golf Course project. As you know, the project is being submitted for permit today. This letter is to inform you that we have made all of the corrections requested in the review letter. Sincerely, Please contact me if you have any questions. David A. Clark AIA Principal c/7. p r /g CA p FRMJrGENr � k 4 A Washington Professional Limited Liability Company Licensed and Registered Architects in Arizona, California, Colorado, Hawaii, Texas and Washington N Po3-o4z. DEPARTMENTS: Building Division Public Works Complete ❑ APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP ACTIVITY. NUMBER: D03 -042 PROJECT NAME: SITE ADDRESS: Foster Golf Clubhouse 13500 Interurban Ave S DATE: 12/05/03 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 tO X Revision # 3 After Permit Is Issued ❑ U E a3 0 I Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 2/09/03 Incomplete Planning Division ❑ Permit Coordinator Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 01/06/04 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) _ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 J'uu�aviul..i�:af1.<a. ACTIVITY NUMBER: D03 -042 PROJECT NAME: Foster Golf Clubhouse SITE ADDRESS: 13500 Interurban Ave S DATE: 11/24/03 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documentshouting slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n n n Planning Division Permit Coordinator ❑ DUE DATE: 11/25/03 Not Applicable ❑ No further Review Required ❑ DUE DATE: 12/23/03 Approved ❑ Approved with Conditions n Not Approved (attach comments) F1 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -042 PROJECT NAME: Foster Golf Course Clubhouse SITE ADDRESS: 13500 Interurban Ave S DATE: 11/17/03 X Original Plan Submittal Response to Incomplete Letter #_ Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing siip.doc 2.28 -02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n (Li n Planning Division Permit Coordinator n DUE DATE: 11/18/03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 12/16/03 Approved 4 Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: t DATE: l C5 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 4v441.L.4:„a'sa::14 , tid.ai:r. ;,V: }y t Y {; r r t . ,, A tt,. ti3.. � r , 4o�aF�itts�' artxY�twru. 45aS^ �SFJt ,4y %(iawa.s7/•.�'.•..'^kr.,2;i ` �13i '��.;I.W�aM,tt3i ".hi�i.i•p�;L ��+�,.'4:*a . i�4 3utiti.uwtl`u�ri DEPART ENTS• [Z -o -> Building ivi ion WI Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -042 PROJECT NAME: FOSTER GOLF LINKS CLUBHOUSE DATE: 11 -06 -03 SITE ADDRESS: 13500 INTERURBAN AVENUE SOUTH Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # X Revision # aefore permit is issued Fire Prevention Structural Complete y Incomplete ❑ 0 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 1 -1 1 -0 3 0 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS O ORRECTIONS: REVIEWER'S INITIALS: Documents /routing slIp.doc 2 -28.02 PERMIT COORD COPY DUE DATE: 12 -09 -03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ;414, r = s.L1`w:r3tse�.s;1M.aSS: :tiu'.Waes✓,wvi ;?drdt is�.sw 141 1,t% a�: c ;,arsre ACTIVITY NUMBER: D03 -042 DATE: 10 -29 -03 PROJECT NAME: FOSTER GOLF LINKS CLUBHOUSE SITE ADDRESS: 13500 INTERURBAN AVENUE SOUTH Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # X Revision # 1 after /before permit is issued DEPARTMENTS: 51 tit/1;1a / Building Division © Fire Prevention Public Works © Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thu s.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2 -28 -02 PERMIT COORD COPY & h6t, /0-50--o5 o- Plann ng Division Permit Coordinator DUE DATE: 10 -30 -03 Not Applicable ❑ DUE DATE: 11 -27 -03 DATE: • ACTIVITY NUMBER: D03 -042 DATE:: 08/13/03 PROJECT NAME: Foster Golf Course Clubhouse SITE ADDRESS: 13500 Interurban Ave S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # : 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Documents/routing sl ip,doc 2.28 -02 Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Notation: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 08/14/03 Not Applicable ❑ ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 09/11/03 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 1 WiL4 cc3 .:.:,is.Ica..i.::u1.m.a:.«:... :.c:, «o..w.:- x.�.»::J..,. '? S y y. tt' .`? � .. ... . .ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -042 DATE: 04 -01 -03 PROJECT NAME: FOSTER GOLF LINKS - CLUBHOUSE SITE ADDRESS: 13500 INTERURBAN AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #2 Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing sllp,doc 2.28.02 PERMIT COORD COPY ❑ Planning Division Fire Prevention P li r k , g_„ ' i „ Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -03 -03 Complete [ Incomplete ❑ Comments: Permit Coordinator Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUSING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 05 -01 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: sa ja :«,sx.,r uu 4cwu t3 4444.114. ACTIVITY NUMBER: D03 -042 DATE: 03 -17 -03 PROJECT NAME: FOSTER GOLF LINKS CLUBHOUSE SITE ADDRESS: 13500 INTERURBAN AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #1 Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Publi g r i pA4 A Documents /routing slip.doc 2-28-02 PERMIT COORD COPV PLAN REVIEW /ROUT SLIP Fire Prevention Structural Incomplete ❑ ❑ Planning Division 0 REVIEWER'S INITIALS: PERMIT COORD COPY Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -18 -03 Complete F Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Er Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 04 -15 -03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) [7 Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 4 2' ° )I Departments issued corrections: Bldg ❑ Fire ❑ Ping PW Staff Initials: ACTIVITY NUMBER: D03 -042 DATE: 02 -04 -03 PROJECT NAME: FOSTER GOLF LINKS - CLUBHOUSE SITE ADDRESS: 13500 INTERURBAN AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Bui ding Division Public Works Li ell ( P 't' -z ,3 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02-06-03 Complete Er Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required d No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -2 &02 PERMIT COORD COP`t PLAN REVIEW /ROUTING SLIP 1.2 ' 2,-igo3 Fire Prevention Structural ,, Incomplete r 171 DATE: DATE: pL CitilA:Pif 044 '6 Planning Division Iiii X Permit Coordinator Not Applicable ❑ DUE DATE: 03-06-03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) . ff( Notation: Permit Center Use Only CORRECTION LETTER MAILED: 3 " ��� Departments issued corrections: Bldg ❑ Fire ❑ Ping [v1 PW 1E( Staff Initials: g. Revision " No. Date I Received Staff 1 Initials Staff Initials I Date Issued • Staff ! Initials ...L /D -2 9 i %Va. I i.i u- • Summary of Revision: � I -‘-) Summary of Revision: Heti ) I , 5 , . � " d Received By: /a Ti ,-. ,_,„„, Revision No. Date Received Staff 1 Initials Date Issued Date Issued 1 I - aV- LEI - c-c) I .., � -iU3 I 69 Li Staff Initials (7 1 I I7- 03 I i.i u- i (P y /o3 i -‘-) Summary of Revision: Heti ) I , 5 of titer • Received By: f >7/) Revision No. ' s Date Received Staff Initials Date Issued Initials 1 I - aV- LEI - c-c) I .., � -iU3 I 69 Li Summary of Revision: - ('GOC'( -'01 e• ') \ Received By: Received By: ,- ,_______), __, _ Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: • Received By: PROJECT NAME: ..1d 44(.71-o PERMP7- NO:. 3 D � ,Z, Site Address: /J5 v Original Issue Date: __moo o2 3 Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (please print) (please print) (please print) please print (please print) Staff Initials City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2- 3 \ . Plan Check/Perm it Number: DC 5 " o 4 0 Response to Incomplete Letter # sponse to Correction Letter # Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner Project Name: ry 5 '�' Ga G . C O' X w - Project Address: 3 SO-t2 / 2 R r� Contact Person: rt 4 sc-C% r' Summary of Revision: 'e-z. [5G 5A ( r /1,. cla ✓(?)9 ( mot/ C2 Sheet Number(s): -- l 0 ( 3 / G 6( "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A�' Entered in Permits Plus on / /20 t( C 1 /+v0/rC Phone Number: `-O' 2G '7- (G-5 (/ 2 3/ cy RECEIVE() JAN 2 6 Zuu4 TUKWILA PURI W WORKS 08/06/03 4..: sak hK. ?`i` ;61 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: // /2443 . Plan Check/Permit Number: (` 'CI ❑ Response to Incomplete Letter # ,�� -'() 2 ► 'in f+ Fee 5_,) ❑ Response to Correction Letter # Revision # -3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 &44f 43s ere) gE- / t� /1. t . �r,J�e Jey Phone Number: ZD 0 / Z4' 7' /6 j5 sne_ //, do. SAY''. Sheet Number(s): /r/ga) ROPC/.ir "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by; (1 � `� (o3 4t1-(-) 1 1 'J Entered in Permits Plus on / f Pi/ /c)_. Lit F t TU yILA Nov 2 4 2003 PERMIT CENTER 08/06/03 Date: `( t ~v 5 ® Revision # 1 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Response to Incomplete Letter # 1 to after Plan Check/Permit Number: D03 -042 /before Permit is Issued Response to Correction Letter # Revision requested by a City Building Inspector or Plans Examiner Project Name: FOSTER GOLF CLUBHOUSE Project Address: 13500 INTERURBAN AVENUE SOUTH Contact Person Denise Trexler Phone Number Summary of Revision: � RnF rIkWU A �uV 0 6 200,? f'ERmiT CENTEI Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on / -6 7 /.3 11/03/03 LL "�a; ::Si6 °t4 F +4,3 ^�;�i:iX!>AG,1k�fa!iii., f. r,s;'iiu`c;as s`.:' :J::i1 ? «N?�'F;L•,_',{ -:, `.+. z F- z re w QQ � J U 00 N CO � lL w 0 0 0 g J co u.¢ =a w Z = 1- 0 Z F- w U 0 0- 0 I-- w w 0 — O w z = . 0 F.. z City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / 3 Project Name: Plan Check/Permit Number: [] Response to Incomplete Letter # Response to Correction Letter # Revision # j after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner 5:67 6 Lfi Project Address: 1,6-5 ' 7 /07-7 ,e'j 5' S Contact Person: �z1�UI S� �2C �P�C Phone Number: Summary of Revision: Otry RECEryED th w1L4 2003 PER A i ftreE NTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: S /�S Entered in Permits Plus on / 08/06/03 Received: 11/10/03 11:54AM; NOV 10 '03 11:48M TUKI "\A DCD /PW Date: City of Tukwila Department of Comtnunity Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 1'41 h I i •':r Jr @� �W �. � r , l� �t���;�d : 0 i� tl � '7 ''r al 1�' �� �.� „',, :v�;;,.•. „;. :� � r;�J'l:r r .1� • ��:/.- .' -.L r!t � r ��•.i �Y1 �' � • `. V• Y.f I. Yi�l�r�1rS ..i\:.Gr:1J:�:L'l:s�a1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted tltrough the mail, fax, etc. Plan Check/Permit Number: 0 Response to Incomplete Letter # [] Response to Correction Letter # Revision # after Permit is Issued ❑ Revision requested by a City Building Tnspector or Plans Examiner 2064313665 -> TUKWILA GOLF /PARKS MAINT OFFICE; Page 2 F.2i2 Fos+ r golf burs. C' /r c.l s e Project Name: Project Address: I �S o ' t: K ' h an ,4 S Contact Person: k X . ) W /8'f Summary of Revision: //C /O AIIS cLi) / p • ' 7f5 a OA L p�' N/ . '—S , O ' l6inl ! Z Ado ✓E /,-✓ b- ,'4 c 'ic - ,ti1 J/c dL � 2 g4&inl6- n/oa) `+6 NgkJ /. ' beet Numbers C ,o3 S ( }, "Cloud” or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ! / 1 7 1 a 3 (Fe + inter ►'ti'1etCr'S ee-f under f D3� bJ •) RECEfln CITY OF TUKWILA NW 1 7 2003 PERM! I L N i El1 08/06/03 :Nr+�S3+.L.J.i::lwu"lt3.�+t's s. +. °.x: �•cyi;:i . f'.. ; 1 �5' � .�.F�.{9�lif S'''."",' r. �ti^�'.1 }t{4.1'�t^rl,.i..•�t�.+ Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .//5/0 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Response to Incomplete Letter # Response to Correction Letter # Revision # M after Permit is Issued Project Name: Plan Check/Permit Number: ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: /3 s o ' 134,i Contact Person: PJ6.1Z i - //neQS Phone Number: /////,e& Summary of Revision: / 000 /C ,,k/ 6 Z/006 ( / d'e �'G.e7d S cn op r ILA AU 1 3 2003 PERMIT CFN Sheet Number(s): (I "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (') g/(54 -) 08/06/03 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: April 1, 2003 ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 ❑ Revision # after Permit is Issued Plan Check/Permit Number: D03 -042 Project Name: FOSTER GOLF LINKS — CLUBHOUSE Project Address: 13500 Interurban Avenue S Contact Person: Rick Still Phone Number: 206 - 767 -2344 Summary of Revision: Landscape revisions per planning comments, grease trap revisions per PW tj comments. bITY OP TUKWILA APR 0 1 2003 PERMIT CENTER Sheet Number(s): Sheets P -101, P -302, L -1.01, L -1.02 "Cloud" or highlight all ,) areas of revision including date of revision Received at the City of Tukwila Permit Center by: 44 ,r Entered in Permits Plus on `t i 1 / 3 • eif ..EN:i:. ;. :. t :i:;v:J_ i uE r :ilea City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: March 17, 2003 Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Plan Check/Permit Number: D03 -042 Project Name: FOSTER GOLF LINKS — CLUBHOUSE Project Address: Contact Person: Rick Still/Bruce Fletcher measures. Sheet Number(s): Sheet L -1.02 13500 Interurban Avenue S Received at the City of Tukwila Permit C enter by: JJ Entered in Permits Plus on 50/ Phone Number: 206 - 767 -2344 Summary of Revision: Sheet L -1.02 has been revised to clarify the tree cutting permit mitigation RECEIVED CITY OF TUKWIt A BAR 1 7 MO P,. "Cloud" or highlight all areas of revision including date of revision ...: d?. ik:ia'•',:...,,w.:;:;yr:::�::;. •.v`..u::aa::.dir:.a ..N,MJ. ihui6u�itiiti:5 siusnu�i+l.+:ck4.�v •r t 6.s:�ti�a 144. :i gl'r,,l •w ; : l i i,' $_' :t V •. � ' SfR1.r5 r p si n.. � : . .� 0 • Response to Incomplete Letter # y 0' Response to Correction Letter # I [J Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 XN1$ioNS ,p (.4.JNIN6 2126v / 3 1- r (EVLSIGPS per. Po Le 2 212-4103 CLIENT'S copy '^ - a;. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: MAR ( 2 b03 Plan Check/Permit Number: h CP " 04 2 Project Name: f 5T 6R- boa LF L4 N K5 oLu (i4 O U S E Project Address: 139:0 I NT Ro R BAN AV • S. Contact Person: g (C <<' S T1 L L.. Phone Number: 20( • 7'7 2344. Summary of Revision: NSW RECEIV'E1 ci ri U -1 UKWILA NUJ PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: `-s E Entered in Sierra on 3-43 r(J 08/30/00 t he • • Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 - - - Shower, per head 2 2 - - Dental units 1 1 - Dishwasher 2 2 L! - Drinking fountain (each head) 1 .5 - Hose bibb (interior) 2.5 2.5 - Clotheswasher or laundry tub 4 2 - Sink, bar or lavatory 2 1 Sink, kitchen 3 2 L_1 Sink, other (service) S 3 1.5 Sink, wash fountain, circle spray 4 3 - Urinal, flush valve, 1 GPF 5 2 - Urinal, flush valve, >1 GPF 6 2 - Water closet, tank or valve, 1.6 GPF 6 3 - Water closet, tank or valve, >1.6 GPF 8 4 014- Total Fixture Units Non -r lsidential Sewer Use Certr ,ation (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge Is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Q (Please print or type),, d o I L Property Tax ID # 000 3 O Q o O 4 1 Owner's Name r (Last, First, Middle Initial) Party to be Billed (if different from owner) Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) POSTUR 6.G. CLUwoUSE Property Street Address I 35 I M E'RUR134t4 Ail. S . 1 ) KW I L6 ( t4 A- Q 8 I t p City or Sewer District Date of Connection City, State, ZIP Side Sewer Permit # Owner's Phone Number ( '2007 16 23 44- or Property Contact Phone # ( Owner's Mailing Address (if different from above) Demolition of pre - existing building? ' Yes 0 No Type of; uilding demolished C1- UfatiOI S' E Sewer disconnect date o 3 — 2-003 124 - k2' ? ») . 5 ( eiS44,g A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of o ixture Units = L .� RCE For King County use: Account # Monthly Rate Six Month Due 1058 (Rev. 8/01) White - King County Party's Mailing Address: A B 187 4. g +Y. giVCc�i.�?Khta,•� r�N? �.. Yrtg�;: d5grpri: rvw. i;` ���t� :y�7+�s,4';:;r *,�'kc ?'+�i'�: TO KAA)1144 RCE B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Co M MOW. ( I'-t TCA'f Estimated Wastewater Discharge: I , 830 Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ C. Total Residential Customer Equivalents: (add A & B) RCE RECEIVED CITY OF TLHCWILA FEB 0 4 2003 PERMIT CENTER I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Print Name of Owner/- 0* 4, a `4- Representative �� 1 � Date 3 2.0 3 Yellow - Local Sewer Agency Pink - Sewer Customer F625- )52.000 (S/97) — _ Dt,tach And Display Certificate F625- 052 -009 1 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST . CONT .GENERAL t ;,EXP DATE EPCL82R7 :12/2712004 EFFECTIVE DATE ,: 12/27/2002 WADE PERROW CONSTRUCTION LLC PO BOX. 1728 GIG HARBOR WA 98335 Detach And Display Certificak. WADE PERROW..CONSTRUCTION LLC PO BOX 1728 GIG HARBOR WA 98335 REGISTERED AS PROVIDED BY LAW AS CONST.CONT GENERAL REGIST. # .EXP. DATE CCO1 WADEPCL982R7 12/27/2004 EFFECTIVE DATE 12/27/2002 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold Z iF 6 J0 O 0 W J CO LL w 0 rn � = a I-- Z Z O - D o O - O w w H 0 W Z O — 0 Z WOOD STRUCTURAL MEMBER AWN -110/1 FRAME ISO SCALE: NONE �-- AWNING BOTTOM FRAME TUBE /1 4 HEX HD. 'TEK SCREW S 3/1 6'THWCK X 1 • ' .�.'�. 'bE Z BRACKET 3 /8 "x7"LONG LAG was INTO wow STRUCTURAL MEMBERS AT 48"O.C. 3/4 "x3/4 "x.110 ALUM. TUBE PROPOSED ATTACHMENT DETAILS SCALE: NONE SOUTH ELEVATION SCALE: 3/16" = 1' -0" ALUM. TUBE STAPLE EXTRUSION (UP) STAPLE EXTRUSION (DOWN) STAPLE EXTRUSION (FORWARD) STAPLE EXTRUSION (BACK) STAPLE EXTRUSION (DOWN) STAPLE EXTRUSION (OUT) ALUM. TUBE • . C 44I Al \ ILIMMU r• ALUM. FRAME TUBE � LAG BOLT SHEATHING 2x4 STUDS 3/16"x' WIDE Z —BRACKET ti BRICK ATTACHMENT _ WOOD ATTACHMENT AWN-108/1 TEK SCREW „ -' 2" REVISION NOJ L - -. fir, •..,., _ »►*W rr.rww...._.» . _...........u....... w understand that the Plan Check approvals are l u pp f subj6ct to errors and omissions and approval of , plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. 1i- 03 Panit No Ca:Er API: 5i SECTION DETAIL SCALE: NONE p03.042 EXTEND AWNING 2' PAST JAMB AND MEETING ROOMS tir Of IONA leikei€ DEC - 2 2G03 ks Witt) R ECEIVED rITY nc Ts ;KWh A OCT 2 9 20p3 PERMIT CENTER GENERAL NOTES: * *Sunbrella #4622 Terra Cotta * *NO GRAPHICS **NO LIGHTS * *Powder Coat Frames w z I- U 0 CL 0 z a. a_ U) w J 1C U) J J d U) z w U z U AS NOTED OF 3 0 z w "Q ICI CC Lai 0 1 kg v) 9.. M : o L r S . ..._,_ RE.VISIUNS N BY AWNING DATE xxx xx/xx/xx Y i f ruru .f4 ti woo. I um , Lf fr. lUIY w I VINO 11.V I ICY Id I FEDERAL COPYRIGHT LAWS. ANY REPRODUCTION OR CONSTRUCTION OF A DISPLAY PRODUCT SIMILAR TO THE EMBODIED HEREIN IS EXPRESSLY FORBIDDEN. SHOULD SUCH CONSTRUCTION OCCUR, RAINIER INDUSTRIES IS DUE $1000.00 AS COMPENSATION FOR THE TIME AND EFFORT IN CREATING EACH INDMDUAL DESIGN[S1. ininoo I OLYMPI LA, WA 15)251- 425)251 • FAENGRWRODIK' 11AVVf1I1V (:S1iG -dveg v ,r � y ,, , ,r r � v I , , � r. I tr \ 1: *1 t 53..) WOOD STRUCTURAL MEMBER �: _ ������������I��������� «�������‘��� ■ • i ■ , AWN -110/1 FRAME ISO SCALE: NONE �-- AWNING BOTTOM FRAME TUBE /1 4 HEX HD. 'TEK SCREW S 3/1 6'THWCK X 1 • ' .�.'�. 'bE Z BRACKET 3 /8 "x7"LONG LAG was INTO wow STRUCTURAL MEMBERS AT 48"O.C. 3/4 "x3/4 "x.110 ALUM. TUBE 1"x1 "x.110 1 "x 1 "x.1 10 1 "x1 "x.110 1 "x1 "x.110 1 "x 1 "x .1 10 1 "x2 "x.1 10 1 "x 1 "x .1 10 1 "x2 "x.110 PROPOSED ATTACHMENT DETAILS SCALE: NONE SOUTH ELEVATION SCALE: 3/16" = 1' -0" ALUM. TUBE STAPLE EXTRUSION (UP) STAPLE EXTRUSION (DOWN) STAPLE EXTRUSION (FORWARD) STAPLE EXTRUSION (BACK) STAPLE EXTRUSION (DOWN) STAPLE EXTRUSION (OUT) ALUM. TUBE • . C 44I Al \ ILIMMU r• ALUM. FRAME TUBE � LAG BOLT SHEATHING 2x4 STUDS 3/16"x' WIDE Z —BRACKET ti BRICK ATTACHMENT _ WOOD ATTACHMENT AWN-108/1 TEK SCREW „ -' 2" REVISION NOJ L - -. fir, •..,., _ »►*W rr.rww...._.» . _...........u....... w understand that the Plan Check approvals are l u pp f subj6ct to errors and omissions and approval of , plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. 1i- 03 Panit No Ca:Er API: 5i SECTION DETAIL SCALE: NONE p03.042 EXTEND AWNING 2' PAST JAMB AND MEETING ROOMS tir Of IONA leikei€ DEC - 2 2G03 ks Witt) R ECEIVED rITY nc Ts ;KWh A OCT 2 9 20p3 PERMIT CENTER GENERAL NOTES: * *Sunbrella #4622 Terra Cotta * *NO GRAPHICS **NO LIGHTS * *Powder Coat Frames w z I- U 0 CL 0 z a. a_ U) w J 1C U) J J d U) z w U z U AS NOTED OF 3 0 z w "Q ICI CC Lai 0 1 kg v) 9.. M : o L r S . ..._,_ AWNING AWNING 67 am agral ... I t a • 1 . i I am me =I I I MN MN =II MIMI I I 11 / 1 / 1 / 1 / / // I / 1 / 1 / 1 — 1 I I MIN =1111 NMI MN • • FAENGRWRODIK' 11AVVf1I1V (:S1iG -dveg v ,r � y ,, , ,r r � v I , , � r. I tr \ 1: *1 t 53..) WOOD STRUCTURAL MEMBER �: _ ������������I��������� «�������‘��� ■ • i ■ , AWN -110/1 FRAME ISO SCALE: NONE �-- AWNING BOTTOM FRAME TUBE /1 4 HEX HD. 'TEK SCREW S 3/1 6'THWCK X 1 • ' .�.'�. 'bE Z BRACKET 3 /8 "x7"LONG LAG was INTO wow STRUCTURAL MEMBERS AT 48"O.C. 3/4 "x3/4 "x.110 ALUM. TUBE 1"x1 "x.110 1 "x 1 "x.1 10 1 "x1 "x.110 1 "x1 "x.110 1 "x 1 "x .1 10 1 "x2 "x.1 10 1 "x 1 "x .1 10 1 "x2 "x.110 PROPOSED ATTACHMENT DETAILS SCALE: NONE SOUTH ELEVATION SCALE: 3/16" = 1' -0" ALUM. TUBE STAPLE EXTRUSION (UP) STAPLE EXTRUSION (DOWN) STAPLE EXTRUSION (FORWARD) STAPLE EXTRUSION (BACK) STAPLE EXTRUSION (DOWN) STAPLE EXTRUSION (OUT) ALUM. TUBE • . C 44I Al \ ILIMMU r• ALUM. FRAME TUBE � LAG BOLT SHEATHING 2x4 STUDS 3/16"x' WIDE Z —BRACKET ti BRICK ATTACHMENT _ WOOD ATTACHMENT AWN-108/1 TEK SCREW „ -' 2" REVISION NOJ L - -. fir, •..,., _ »►*W rr.rww...._.» . _...........u....... w understand that the Plan Check approvals are l u pp f subj6ct to errors and omissions and approval of , plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. 1i- 03 Panit No Ca:Er API: 5i SECTION DETAIL SCALE: NONE p03.042 EXTEND AWNING 2' PAST JAMB AND MEETING ROOMS tir Of IONA leikei€ DEC - 2 2G03 ks Witt) R ECEIVED rITY nc Ts ;KWh A OCT 2 9 20p3 PERMIT CENTER GENERAL NOTES: * *Sunbrella #4622 Terra Cotta * *NO GRAPHICS **NO LIGHTS * *Powder Coat Frames w z I- U 0 CL 0 z a. a_ U) w J 1C U) J J d U) z w U z U AS NOTED OF 3 0 z w "Q ICI CC Lai 0 1 kg v) 9.. M : o L r S . ..._,_ REVISIONS A eY DATE THIS ORIGINAL DESIGN(S) IS THE PROPERTY OF RAINIER INDUSTRIES, LTD. AND IS PROTECTED BY FEDERAL COPYRIGHT LAWS. ANY REPRODUCTION OR CONSTRUCTION OF A DISPLAY PRODUCT SIMILAR TO THE EMBODIED HEREIN IS EXPRESSLY FORBIDDEN. SHOULD SUCH CONSTRUCTION OCCUR, RAINIER INDUSTRIES IS DUE $1000.00 AS COMPENSATION FOR THE TIME AND EFFORT IN CREATING EACH INDMDUAL DESIGN(S). ALL RIGHTS RESERVED. _____ AIN DUS1 iLYMF ;251. WA 15)25 1)869 PAEWGR�PRRODUCMwrrtNGS4C .aiot.a�.s‘DrsR:g2_dws AWNING FROME TOP TUBE #14 HEX HD. TEK SCREW 3/ 16"'THICK X 1 ''WIDE IN Z BRACKET N 32'O.C. 3 /8'X3' EXPANSION BOLTS BRICK ATTACHMENT PROPOSED ATTACHMENT DETAILS SCALE: NONE FRAME ISO SCALE: NONE AWNING AWN -124/8 3/4"x3/4"x.110 ALUM. TUBE 1"x "x.110 ALUM. TUBE 1 "x 1 "x.1 10 STAPLE EXTRUSION (UP) 1"x1 "x.1 10 STAPLE EXTRUSION (DOWN) 1 "x 1 "x.1 10 STAPLE EXTRUSION (FORWARD) 1 "x 1 "x.1 10 STAPLE EXTRUSION (BACK) 1 "x2 "x.1 10 STAPLE EXTRUSION (DOWN) 1 "x 1 "x.110 STAPLE EXTRUSION (OUT) 1 "x2 "x.1 10 ALUM. TUBE WEST ELEVATION SCALE: 3/8" = 1 -0 t • •���‘‘‘‘‘‘‘‘‘r��I�������‘I���r M% • ■ • • WOOD STRUCTURAL MEMBER � AWNING BOTTOM FRAME TUBE #14 HEX HD. TEK SCREW sp ■ ■ r 3 /16'THICK X 1 -... WIDE Z BRACKET 3 /8"x7"IONG LAG BOLTS INTO WOOD STRUCTURAL MEMBERS AT 48'0.C. BRICK ATTACHMENT 1 AWNING AWN -124/C SECTION DETAIL SCALE: NONE 4' 2" GENERAL NOTES: * *Sunbrella #4622 Terra Cotta * *NO GRAPHICS * *NO LIGHTS * *Powder Coat Frames D03 -042 EXTEND AWNING 2' PAST JAMB AND MEETING ROOMS Wi DtC iii... riT 5 ^ 4 vED OCT 2 9 2003 PERM.T C ENTER I 0 a- w + U) J U) z a_ 0 J • U CL4 LAJ cn � 0 co 0 I Pr) C7) CD la) Z J W e Lai QJ cn _ M �i. tc• N AS NOTED \ 2OF3) F REVISIONS BY ' DATE . , I MI • MIME NORTH AWN -101 /A ELEVATION SCALE: 3/8" = 7' -0' GENERAL NOTES: * *Sunbrella #4622 Terra Cotta * *NO GRAPHICS * *NO LIGHTS * *Powder Coat Frames SOUTH AWN -119/A 4'2 „ SECTION DETAIL SCALE: NONE 4' -2" FRAME ISO SCALE: NONE Ar Form SCALE: NONE an BRICK 3/4 "x3/4 "x.1 10 ALUM. TUBE 1 "x 1 "x.1 10 1 "x1 "x.110 1 "x1 "x.110 1 "x1 "x.110 1 "x1 "x.110 1 "x2 "x.110 1 "x1 "x.110 1 "x2 "x.110 BRICK WAIL WOOD STRUCTURAL MEMBER :To ALUM. TUBE STAPLE EXTRUSION (UP) STAPLE EXTRUSION (DOWN) STAPLE EXTRUSION (FORWARD) STAPLE EXTRUSION (BACK) STAPLE EXTRUSION (DOWN) STAPLE EXTRUSION (OUT) ALUM. TUBE AWNING FRAME TOP TUBE #14 HEX HD. TEK SCREW 3 /16"THICK X 1 "WIDE z BRACKET MIN 32 3 /8"X3" EXPANSION BOLTS BRICK ATTACHMENT AWNING BOTTOM = 7,-- FRAME TUBE ,..-- #14 HEX HD. ' L - -" SCREW a • al /,•-- 3 /16'THICI( X 1 c.. - ‘ • • • ii••.-•► -•• MADE Z BRACKET -mmmmmmmlmmwem111■1111111111111111111111111111111111111•19 ., ATTACHMENT 3 /8'x7'LONG LNG BOLTS INTO WOOD STRUCTURAL MEMBERS AT 48b.C. �E .,',W,, . OCT D03 -042 2 9 2063 ' Ce w z w 0 a_ 0 Z 0 a_ IV) PROPOSED ATTACHMENT DETAILS w ce Lai 0 co W V) 0 V z J L. I 0 1 w 0 Li. 0 'n 1 1 ca z ce a. I 0 ; CO � AS NOTED 2 3 0F3 Iw 2 N 40 44 2 FAUCET. WALL MOUNT 45 1 'SP NUMBER 45 1 3 QOAPARMENT SINK 46 1 SINK. MOP 47 1 SHELVING. WIRE. DRY STORAGE 48 1 HOT MIAMI HEATER 49 1 CO2 TANK 50 1 SHELVING. WIRE. LOCKED UQ. STOR. 51 1 SINK. DROP-IN 52 1 • - CAN 53 1 REFRIGERATOR. UNOERCOUNTER. COIPACT 54 1 RACK (CUP) STORAGE 55 1 DOLLY. DISHRACK 56 1 ESPRESSO EQUIPMENT 57 1 GRINDER 58 1 SERVICE COUNTER • 1 SYRUP WARMER 60 1 SINK. DROP-R4 61 1 TRACK (CUP') STORAGE 62 1 • I 3 MAKER. SATELLITE SYSTEM 63 1 WARNER 64 1 INSIDE SERVICE cOUNTER 65 1 SHELVING. IMRE 66 1 SPARE NUMBER 67 1 BEVERAGE COUNTER 68 _ 1 DUGS ROCKS 69 1 DROP -N. WHITER a CE STATION 70 1 DISPENSER. ICE/BEVERAGE 71 1 ICE TEA DISPENSER 72 2 SHELVING. WARE 73 1 SPARE NUMBER 74 1 SOW RACK STORAGE 75 1 PANTRY ISLAM 76 1 - . 3 ` FOOD. ELECTRIC 77 1 3 • DRAINER TYPE 78 _ 1 REFRIGERATOR. UC. COMPACT 79 1 DPPERVIELL ASSEMBLY eo 1 ICE CREAM CABINET -1 1 £E MAKER W/O BPI .1.1 1 BIN. CE 812 1 FILTER. WALTER -, 2 HAND 1 REFRIGERATOR. SANDNICH/SALAD PREP - 1 ABLE. HOT FOOD a5 1 • 3 r 3 • - PpEP - • 1 . 3 MICNOMIE • 7 1 ` 3 IMCXi011IIE 1 r 3 . SLOW D 1 STATION 1 - 3 MNG. WIRE 1 2 3 - ROC OIIE1ilEAD 1 a = PASS SPUDS 1 ABLE. 'HONK I COMM N000 (COO LINE) .1 1 O HAUST HOOD (CCIOKU E) - ♦ 1 '. SUPRE.SSIO11 - COOKU E - . 1 1 Z. - H000 FINN - 2 1 . • AMR SYSTEM HOW DULY. SPREADER GAS N Al I. The service requirements shown on these plans are for food service equipment specified by Smith 4 Greene Company These plans are prepared and furnished for the purpose of indicating equipment service requirements and rough -in spotting locations only and do not relieve the General Contractor, Sub- Contractors, or other involved trades of the responsibility to consult with the architect, owner or his representative concerning all other requirements of the building. 2_ All miscellaneous parts and items including grease traps, grease interceptors, Faucets, valves, traps, trim, wiring, magnetic starter, disconnects, electrical panels, thermal overload protection, cords, and plugs, etc. are supplied by the appropriate sub - contractor unless otherw wise specified on these p lan s by separate written contract. 3. Plumbing, electrical, and refrigeration r� �► -in and final connections and hook-up shall be p ovid and performed the respective sub-contractors in liance with applicable national, state, and local codes All rough -ins are subject to change and verification pending i g the Final selection and location of all equipment_ 4. The General Contractor shall provide and install the proper backing for wall and ceiling mounted equipment, shelving, brackets, braces, table cantilever bases, stool cantilever brackets, hand railing, etc_ as required and indicated on the Smith 4 Greene Company plans specifications and equipment brochures. OTES 5. All items noted "existing, Future, by other, and NIC (not in contract)' sha II be verified by the respective sub- contractor for size and requirements prior to rough -in and final correction. b. The General Contractor shall provide non - combustible, one (I) hour (minimum) wall(s) behind and adjacent to equipment as required by national, state, and local codes a ordinances. �. The General Contractor sha l i provide Floor, wall, ceiling, and roof' trations, Fire - rated shafts) For exhaust ducting, shaft(s) for make air ducting PVC and sleeves for rerr i gerat ion, syrup, inert gases,, beer and wine line's) to a to the requirements and proper installation of all food service equipment_ e 't seal! the responsibility of the General Contractor to provide weather protection for all roof floor and w a l l Penet t i ons prior to and (Jur ""^g the installation of the food service dealer's equipment and Fur'nishings- ° "t &N i i be the r esports ; G . t or the Genera Contractor to properry sea a : Poor rocs a•1d ,ha penet.ratons as required after the Frusta : Fat .o►+ o the rood service dealer's equipment and cartishl nay Im :t sha i i be the ressponsit, I , ty of the General Contractor to Smith notify 4 Greene CompaN of any corrections. comments, or revisions On the Dian set as appr oved for building permit inspecliatekj apOrt receipt of said plans and permit, prior to site construction,. A. All dimensions show on these plans are measured frowt rinished malls floor. ceiling ardor centerlines of utilit rough-ins_ The sub - contractors shill make necesear y a r 6oskIn es For finishes durlig rt ►- in as reqluirect { T ��, I II111111'I 'I:I , l !11111IIIIII II i i ' 11:111 II '!'1''I11!!I•' IlIiII 1i! I II:ITI!II II,' I'll' 11 l 'I ti! '.III 11 ,IU hI ll r IIIIIII M ILL!$ U 111!.1 II IIIVIII'. II'.... 1111111111111111111111 !� u 68 NEN WI • - I `" l - a t 4� 3 U 1=1 C LQIJI PMLIIT PLAJI SMOKING PREFEAHIC€�NrA . • i�E� IS REQUIRED TO �rw�s ON ENTRY DOORS) 1 MINE FLOORS Alin FLOOR Hotwarmp.j °0 ��"� � 0° '�' � �1� SPRUCED OF EASILY WNW at hardslpi_a _ �n�aus, KEPT � not toexceidlp9t I NOD ENSURE MIS, WIDOW% DOORS AND talletif1E CONSTRiJCT8) WRM SIN Rim NON- A8b0il" 4411IFACES �INC+EASY]�8� fl INDIRECT DRAINAGE TO SEWER IS REQ UIRED FOR WASTE LIQUID DISCHARGE j7 w: « •.. ..44' 44.11`•"• I � • • f I I i THE 01rOb I MUST IE EQUIPPED WM. M OF A SPAN FOR SOILED Mali MEAD OF THE FEST COMPARTMENT, AIM DRAIN %ARDS FOR CLEAN trnms. PI* :mL1$ AT EACH fie neceilignipun i. -_ t , i w,ri i e E - ills Food NMI, milaiimment war shag dispose liquid viola ae vow when oallstled tow A S. Grano o oaa parilnp awing at ' food es arm Oil impose o! di Ilqiki basin _ .q ilMo► 1 EQUIPMENT AND MKS MUST BE IN CONFORMANCE MN THE CURRF :• •. I DES AND UST R469 OF THE NATIONAL. • J SANITATION FQL ATIi01i I HOT WATER MUST BE ABLE TO ACCOMMijE ALL HOT WATER NEEDS I f ow (9 -0OIiAR11BR INK OR COAIA�ficL ti1311YYA11Ei) I REQUIRED TO tl UMW W � 011i ACCOMMODATE TO ACCOMMODATE 71E LAMEST ITEM TO BE WASHED MINIM ■I1D Illltl 111111 e Dor OR APPROVED D03 -042 �9�6 I�� A PI��i /r DE E 1� COMM NUM DEPARTMENT !S 1�l�! MT II �� E � 10 p1 SIIE OUR= AUl? • IIAMLess. 3E: ii NIL SEiA'TLE- KING iMe� a,Iwl r1•rtA, rT • • i r�+ • ` •'\IN►Ap. • ITEM NO QTY EQUIPMENT CATEGORY 1 1 WAX -N COOLER /FREEZER 2 I EVAPORATOR COIL. COOLER 2.1 1 COMPRESSOR, COOLER 3 4 5.1 5.2 1 RACK. DUNNAGE 6 1 WALK -IN FREEZER 7.1 1 EVAPORATOR COIL., FREEZER 7.2 1 COMPRESSOR, FREEZER 1 FREEZER SHELVING 9 2 RACK. UTILITY 10 1 SMOKER 10.1 1 EYEBROW H000 11 1 RAC( 12 1 RACK. MOBILE 13 1 MIXER. COUNTER 14 1 TABLE. WORK 15 1 SHAVING. WIRE 16 1 BIN. INGREDIENT 17 25 25.1 25.2 26 27 28 29 1 COOLER SHELVING 2 RACK. UTILITY 1 RACK. DUNNAGE 1 TABLE. WORK 18 1 SHELVING. MIRE 19 1 REFRIGERATOR. REACH-IN 20 1 E1Mr'LAYFF COUNTER 21 1 EMPLOYEE LOCKER 22 1 TABLE. WORK 23 1 OVEN. SLOW COOK /HOD 24 1 TILT SKILLET 1 KETTLE. STEAM JACKETED 1 FILLER. E POT 1 STAND. KETTLE 1 RMK,E. HEAVY DUTY. GAS 1 OMEN. CONNECTION. GALS 1 SPARE NUI ER 3 KITCHEN SWING DOOR 2 SINK, HAND 30 1 1 AUST H000 30.1 1 ~EXH DOWJAST HOOD FAN 31 1 FIRE SUPRESSION - PREP LNE 32 1 CART. BANQUET SERVICE 32 1 CANT, BANQUET SERMCE 33 1 SLICER. FOOD 34 1 TABLE. WORK 35 1 SINK. PREP 35.1 1 FAUCET. WALL MOUNT 36 3 SHELVING. WIRE 37 1 SON. DISH TABLE 38 1 CLEAN DISH TABLE 39 1 WAREWASHER. RACK CONVE'rOR 40 1 PRE - RINSE. WALL MOUNT 41 1 WATER HEATER. BOOSTER 42 2 SHELVING, WIRE 43 1 DUCT H000 (D/1) EQUIPMENT LIST namor 1• 1 42- • �� • 9 1111•1110111111111111 11•■•••■ 24 ICY C.el ummiammEr 1-IVAC UNIT SLOP SINK AWNINGS, TYPICAL 6x6 POST w/ 1x6 TRM ALL SIDES, SEE 12 -0 13' - 4 • COV'D . P121-4 .CNCRETE cJ * 121 I 4 4, INSTRUCTION AA 1125 CART BARN 1 124 49 - 7" EXTERIOR CONSIAUC :Jr6 4100C 5:IDS 0 t6 Clue EACbm SIVE I NSULA P.15/46OR CadislAja 7.1.4 41000 sr.iDS • kb` 0 C. • •• GaillS EA101.• SCE a *- 048tA.A* 468 - 0' ONE-,40611 IIIE MIMED 4■46..... :NA WOOD SWet • 16'ec... • %* rvvIE r OMB 0■41 EA04 SCE a ult-IN INSULArit2P4 SEE JOG DETAIL iroAL.4. PIOUNITEC ROUE ExTillwialleeellt A ?O mrsvms SEE SPECS 6 OFFICE 128 1F FE (NIC) SEE ENLARGED PLANS I INTERIOR ELEVATION SI-ITS. FOR MORE DETAIL. 40'-0" ESQ11:±Ciff 11 .C4fEEE_DAS tir 2'-5 11 Nt. I 123 122 1 4' - 0" 6 1 DES [ 2 CA DUBLE -511 O D El El FIRE -PLACE 8'-2" SEE ENLARGED PLANS a INTERIOR ELEVATION 51-IT5. FOR MORE DETAIL. T-0" 4 a I I 5 • / 5 -5" 5 -32 2' -62• 0I C • In 1 8 -52 SERVICE ON 1 STATI HALF WALL • 5'-0" AFF. 8 it_ HALF WALL • 5 AFF, TYP. 1 ELECJDATA 1 19 4 5'-0" n5 I 10 -0" / c 44 2 235 SEE ENLARGED PLANS INTERIOR ELEVATION SI-ITS. FOR MORE DETAIL. MALL I 112 I 6 1 24 die ie 21I1112F.-ALAIM SEE 54-IT. XXX 3-SIDED FIREPLACE, SEE 115 Vir 111/2" P /Mk SEE ENLARGED PLANS a INTERIOR E_EvATION 54-ITS. FOR MIRE DETAIL 235' - 0' 19 2'-5" • al COVE) DININQ I 129 k V s • 25 WATER a ELEC. FOR NIC SERVICE STATION AULINIP 4 EQUAL 25'-0" AREAS 50 LOLtE I to,3] SEE ENLARGED PLANS INTERIOR ELEVATION SI-1TS. FOR MORE DETAIL. '- 1 --or* CL. 17r 50 ( < am NIC N NIC peohiCsiLOLINGEAC MEETING ROOM S•10ID °melt AREAS 'ExCErvr cafe sukApc SUIS TOTAL SF CART SAM TOTAL E.01-0040 SF 25'-0" =1111•111111111111••=111111111•114 KT) 6' J fa aJ COV'D DINING I 1301 2x8 TRIM. WRAP AROUND POST TOP I BOTTOM. 4 6x6 POSTS 4tiC SF 2,0St SF :AO SF 45* SF Sae SF r;rin SF 16056 SF (2) 2x6 MULLION, TYP. EAST WALLS KITCHEN 1041 D03-042 8'-3" 28'-0" 28' - 0" 8 C9vERF-D PATIO 50• - 0' 15 • 4 22'-0" 6x6 CONC. UAL( • DOOR 8 116 6x6 WOOD POST SEE /3-3• 22' - 0" <EN" ■•■•■•■■■ 1464401 48 TO PA 8 8 f WALK Nk, , Jnderstand that tree He^ aova!s are -.uoject to errors and onitss... na appcowal of DiariS does not ai;thorale tt'.e vio:,;;;;.'47 of any adopted ooze or or: A' T of con- t:actor's car e 3 acknowledged. r - I I t i BY - Date Permit No ` , PY e Ali44 ei•L r a i PIM 100 111 M ll! ot&ii> • .11r 411474 -- I�It�I �li�i I��►�I � 2:4;1 ��► r IIi !� •• • • • • 0O 3 442 I` • a • 14 HVAC WIT - W Ixb TRIll ALL SIDES, SEE 12' -0" S' -0" b' -114" 13'- ' COY'D faired • ONGRETE 6' -0" 4, -0" FE (NIC) s' -0" 4' -0" b'_m 2' -0" b' -0" HOSPITALITY ]Ol. - SIIrED a a FIRE-PLACE ELECIDATA SERVICE STATION OUTSIDE SEATINQ SEE S1-1T. XXX 3 -SIDED FIREPLACE, SEE rw� � 5' -2" 8' -0" WATER I ELEC. FOR NIC SERVICE STATION 4 EQUAL ` 4' -fa- 4'-0' j COV'D DINT[ 130 NVAC UNIT c F'ATIQ FE (NIC) 22 4$" TO PA bxb WOOD POST SEE i1/44 • LEGS PE CAD '23111 MOOD STUDS • *sot. . tt" e E.04 S I 21►4 STUDS • 16*. w .k • Gale 0 E4•04 SIDE e R -* AT ?,.• GOOD SRC* • Wee. or %' TYPE 7t' ass l>N eaco4 ODE a RI-11 INIBULATICK SEE UDC RAS • MAL 1Mi,l TIIIMINTED P E IDeremaalare!! SS - 1 AT Air To MA ,E. s♦E am= • • • ARC METING R00% I TOTS sf. CAW SAM Tara& arkpipos IF 42079 SF. 216 SF LIS S? 4 . Of. aa� SF. LTR IF. 114nr96 s+t_ D03-0 ENLARGED iCh'"re PLAN. • UH VIU , • 0 T air • f • 4 • r gg>, f 1 g x0026 -49 M12 xxqpi /ON gANA 4 4010 h ; fin n 2N<O gOIT� pN � 2 > ( r' 1 P. g • i i f, 4: 1 sipsr� •1 7,4 137 J e' ' 1 (f} / ,f, S I • •y r }+ • «+ • • M I 195 1,,1 l .._._. 1R6 a[vi SANI TAPY r)rwFR CITY OF TUKWILA - FOSTER GOLF LINKS CLARK ARCHITECTS , 1 f WASHINGTON 6 6 i • 6 r ' + ,� • 1; 7 4 .... t 1E f y',C \ \\ J I f `-. 4 i�'O O J �� ,.' i / Jti n 'r /--,' • �1J a II • J 7 3� I \ i r r \� + a 1 \ i i f ` ,' , + 1 ?6 l ,10 .'"\ .'.Y; - ----- - ---- '1' — � r !,Ti ,1, ♦ C 'S, - -- (•,'' `, . _- -- <.''' 13 8 • 0 0000000 SOUND CONSULTANTS, LLC LAND DEVELOPMENT CONSULTANTS 10509 NE 120th PLACE, KIRKLAND, WA 98034 phone (425) 765 -5053 fog (425)823 -5313 email j.jvhOverizon.net r :2 r } t �t /11 1 ? 6 ,/ t • ': 5 / J "S 4 ' N ,� ..._. / K 1 r• r , i 4 71 1_ S ?3 3 2 i- 13 x f. A � �n 1 1 1 1 3 ? , I , -7 4..-i- ) z . ,„ ,S7 - ..i i - , :l\ \ \ .. \6.1 \.;.: f6 7 _. . \ 5' f +\ \ \ 5' --- x16.7_ >c\ c ?r I \\ ' - rte, \;,,. t \, - t ._ " L \\):' \ i - - Cj n 14 6`\ .N \ \\ ,:. \ I\ s I \ s �� C< /. 4. tJ � 4 J / � /j / 3 '' \\ \, m X 0 4 N ' II s A 0 fjz J J s5 s�s8 N•i V.) s p..z M z - z z j N G) . N C) '�' N c" M G) N T M 6 J r � 0 � J 0� tn" it Ul z O O O 0 0 8 T 0 x k 12 ID 4 . {t 3q" SD _ # q m -- - — -- �- tax -- - z -1 2- {� m L ttl - Q 0 O zo P Iv ▪ f M o • x r1 • • x 108 7, S\ T N( 1 ,- r•• ' ' 1 1 �'a , I . `3j` 6 \. ‘'i I, C 1yr /A:\,-"-/,,, f 7 J t / j.� )#:\ K \ \ \ 6 Ie x T 17 ?' . N , 16 1 • l c ; l ,f \ j o � � � ` � I 1'� i 16.0 16 9 'J ( 2 4 00e6CN - I ,n7 A" CO 7 E • • ;1 C r $ gQ wzrn O W N N O N "m S 4 " 0 O IQ g 64 u) 8 • 4 5 1 • 12" SD 1,27 SD 13, 0 I 17 a 6 • I RECEIVED JAN 2 6 Z004 TUKWILA PUBLIC WORKS in frl RF VISION 17 7 x286 'qc 4 1 9 „ 5 >. /6 7 • EXIST SSMH _11795 RIM-(23.38) ADJUST RIM TO 4 //,. /1' 7 9 STA 0+00.00 EX CO TO BE REMOVED INSTALL NEW SSMH (SIZE PER DROP OPTION) DROP MANHOLE PER CITY STD DEL.& SS-09 OR SS-10 ABOVE EXIST PIPE OUT • STA 1+68. atT #21.09 ADJUST RIM TO RIMEK19.25 nu. MANHOLE VAIN C014C AND CHANNEL FOR; D03-042 I. INTERIOR DESIGN ALEXA MILTON INTERIOR DESIGN AI. EXA MILTON. IDA 25240 SE MWRROR.MON T WAY ISSAQUAH. WA 98027 TEL (206) 628 -9588 FAX (206) 628 -9584 alexadaieua dtoncorn. ow* alexamiNon.c+orn r FOSTER LINKS GOLF COURSE 13500 INTERURBAN AVE. SO. TUKWILA, WA 98168 MARTY O'BRIEN, GOLF PROFESSIONAL TEL (206) 242 -7299 E -MAIL MOBRIEN a@CI.TUKWILA.WA.US LOW VOLTAGE / DATA SYSTEMS DESIGN GM2 SYSTEMS GEC MCBRIDE. PROJECT 713 W+IDUSTR'1f ORM WA 98199 TEL (206) 5754 55)9 FAX {206) 5754584 gsnebridsegreasft waverspw2.azni RICHARD SIMPSON JIM HAGGERTON STRUCTURAL ENGINEER JOHNSON CONSULTING ENGINEERS. INC. J. CLARK JOHNSON. PE PROJECT MANAGER 1380 112TH AVE. NE BELLEVUE. WA 98004 TEL (425) 454 -7137 FAX (425) 637 -2949 officetibotinsonengineers.a3rn MAYOR STEVEN MULLET COUNCIL MEMBERS PAM CARTER, PRESIDENT JOE DUFFIE JOAN HERNANDEZ OWNER AGENCY BRUCE FLETCHER, DIRECTOR RICK STILL, ASST. DIRECTOR PARKS & RECREATION DEPARTMENT 12424 42ND AVE. SOUTH TUKWILA, WA. 98168 TEL (206) 767 -2343 BFLETCHER @CI.TUKWILA.WA.US RSTI LL @C I . TU KW I LA. WA. U S CIVIL ENGINEER BUSH, ROED & HITCHINGS. INC. AM HARRISON PROJECT MANAGER 2109 NINOR AVE_ E SEATRF. WA 99102 TEL 206) 323-4144 FAX (206) 323 -7136 Poodiburiat_com DAVE FENTON PAMELA CINDER MECHANICAL ENGINEER ARCHITECT SIDER & BYERS MECHANICAL ENGINEERS ED SIDER PE. PRINCIPAL GOREN HATTA - OGLLJ PE. PROJECT MANAGER 180 NICKERSON. SUITE 304 SEATTLE. WA 98109 TEL (206) 285 -2966 FAX (206) 285 -1045 edesiderbvers_com ya+ers derbrars.00m • : ,4n.L. MADE TO . $ OPc Of : RK WITHOUT PRIOR t.77:SOVAL OF BUILDING DIVISION. WOE POISONS *ILL REWIRE A NEVI PILMI SUBIMITTNI. I DAVID A. CLARK ARCHITECTS, PLLC DAVE CLARK AIA, PROJECT MANAGER SHERYL STACY, DESIGNER 11737 SE 256TH PLACE, KENT, WA 98031 TEL 253.813.8877 FAX 253.854.7898 WWW.CLARKARCH ITECTS.COM fasterbids @c'- larkarchitects.00m LANDSCAPE ARCHITECT 'THE BERGER PARTNERSHIP STEVE S €A ASLA PROJECT MANAGER 1721 8TH AVE_ N. SEATTLE. WA 90709 TEL (2O6) 3254677 FAX (206) 32''#606? SEPARATE PERMIT REQUIRED FOR: ItMECHANICAL ELECTRICAL PLUMBING IGAS PIPING CITY OF TUKWILA BUILDING DIVISION ELECTRICAL ENGINEER J OMEGA ENGINEERING. INC. FILE COPY I understand that the Plan Checic approvals are subbec t to errors and omissions and approval at plans does not authorize the violation of any opted code or ordnance. Recerpt of con - traders copy of approved plans ackneWl By -4- 10 • igefik4.,.e.. Date 41 Permit No. r, ED DAVID PE. PROJECT MANAGER 724 ERICKSE N AVE. SUITE 20 t BAINBRIDGE ISLAND_ WA 98110 TEL (206) 855 -4600 FAX 1206) 855 -460 com .i clk Thee ' :ors hs-e tires reviewed !.ev ' e I'!,ti}ic 11 -kc Department for conformance with c?trrcnt City staniards. A.ctptancc is rs!+ •et to errors and erm --ions which do not strhorixe violations of ader tea star Iards or orchranars. The responsibility for the adequacy of the damn rm.s may with the designer. Additioma, dc. -tions or re4isincs to these tr 'w -.ngs after this dame win raid this acceptance will require a ossubs1imi d waned &swims t►or 'ppm& Find acceptance is inbhiet we Gad kopectkat W the Pubic walls .o"Lcis knpeoas. Dog Ir. f E: 4 • -EET G -100 0 • NOTES 1. Genera' k °du remerts: Contractor srla!! verify ail d mensiors in fie d ar'd snail provide adequate snorirg and tarac r.c� of a;i ex sting or new structural members during . Sort -actor shall notify Owner s Represertat ✓e of a i e c:r prior tc' G0113truction 2 :.'' -,or«t e>rall conform to the 1��� :Jr :r^• B,i'dir -� Sde and apo'icab'e mecrar and electrical cooes, a': as rod reed b the local municipality. SAte k)rM Excavation ::Drk s conror- local rsqu`rements and shal. oe conducted such that eresbr or tree so.* aro vene°tative losses are 'r accordance c ;ty standards 4. Contractor shall cleanup der- s Pr ^a,.l al.,d. on a continuous basis. 5 Contractor :s respons'b'e or a !, Oar'.-5.:e 'a ^c ✓s or below g rade) to this facility olurirg construct Or wr'cn 's a result pf cOr5truCtion activity. 6 Plans are not to be scaled •r a d ^lens or'a' d 5crepancy exists. Cortractor to notify Owner's Representative pr'lor to proceeding -;tr, the worK a setec- T. Contractor shall Barr ;cede areas , Jr• ouolic access where overhead work, is being completed in accordance with local codes 4 ord;nances. e. Each Cortractor shall be •e5COnS c. for notifying jurisdictions as required for inse2ectiQrs and 5rk3i! pa inspect on lees associated L th the e Cont -&.tor shall provide ter,porar bracing for the structure and structural comoonert5 until a!1 final conrect,ons have peer completed in acc.^.rdance, '.:.,tn the plans 10. unless stated ot>"vruwise, all procedures, test ng and materials and equipment shown on he plans shall be furnished and irstalied by the Contractor. 11. Safety: Each Contractor shall oe solely responsible for all required and necessary safety precautions and the methods, techniques and procedures required to perform the work 12. Each Contractor shall verify and corfirm ail dimensions and conditions shover or implied, existing conditions and physical conditions of the site prior tc dry worm Beginning any portion of the construction work indicates acceptance and responsibility for the existing coneiitiors. Notify Owner's Representative of any discrepancies prior to beginning the work LEGAL DESC »F►ION PORT :c\ OF DG LY NELY OF P5 E RY R'W t NE ELY t SELL' OF FOLCs- DESG LN - BEG AT NXN OF ELY LN OF PS E. RY R/W I NILY M!xN OF PCS - =_R ST. PROD ELY T4-1 N 4e -11 -08 E 5'.49 FT. Ti•; S 75- 02 -50 E TO CAL OF FOSTER ST. PROD ELY TN NELY Ass 5D C/L TO SANK OF GREEN RIVER. TAX ACCOUNT NJM E 74-1E KING COUNTY TAX ACCCi :NT N„ MBE R FOR THE PARCEL i5: 200300 -0049 A35REYfATIO\S [)ca C•ii;Y Of Tukv, ; :a Fi vnc c+l itrt : krlw-i r Para ; k Q oars woe 12424 42,74 4vc Sn. rriw i �► { Y.sr -T.- 2 ;4; General ( ostractor X N. t C :)flS ruction Co. soar -• F ko leas 1 x t Electrical ADJUSTABLE OR ADJACENT AUTHORITY HAVING JURISDICTION AsovE FINISH FLOOR AVERAGE BLOCKING BOTTOM OF CATCH BASIN CONTROL JOINT CEILING CLEAR CONCRETE MASONRY UN i T EXISTING EXTERLOR FLOOR DRA IN FOUNDATION FNI5N GRADE ELEVATION FIRE EXTINGUISHER FINISH FLOOR ELEVATION FOOTING GLU -LAM SEAM GYPSUM WALLBOARD 1-IANDICAPP HEADER HOLLOW METAL I�Irc~hankaI X X X t x'.ani I(crnt. WA (NOTE: UNLESS NOTED OTHERWISE ON SHEET). NR HT INT iNSUL LP MAX rFG MM NiC 0/ o.c. PL/PLAM PT RO. SIN STL SUSP TA. TYP VS ui/ LLD HANDRAIL HEIGHT INTERIOR INSULATION LANDSCAPE PLANTER 'MAXIMUM 'MANUFACTURER MINIWLM NOT N CONTRACT OVER ON CENTER PLASTIC LAMINATE PRESSURE TTATED ROUG14 OPENING SIMILAR STEEL QED TOP OF TYPICAL VAPOR BARRIER WiTH WOOD D i AMETER NEW FOSTER GOLF LINKS CLUHOUSE Architect David A_ Clark .'1.chi;ects. P1.1.( 1: ' = - SE 274 r. K;sr! IA .\ , A2 - , ;t, worm earkr. At� n e Mechanical Engineer Sider & Rvers Stain. M A tiu ..mikerycrs omit ,Strom tura1 1 Johnson Consulting Engineers Civil Eneineer Rust' Rood & liitc-hin, = =s Inc. s 1i .4 m rAe�a► ., wi Soils F.nginiacr Landau .A sociatc . r*( res . w a *rum Ftathissroc cyan Concessionaire Ciordv's Steak & P BQ Smokchousc 11;4-1; A & 7.4. North Hewd M gkx«h .'41.y.a 7gboa care 42; : -OUT Electrical Engineer J ()mc>~a Engee inring k+•atr,d X 1.5and 4 4 5 .rum :prirsquellipaccrIng cone Data Svsttms Design (;m, s stems •••4. -L or= 11.andcapc Architect Thcr 1k riecr Partnership !4aRic, w ` very 1iaTaverwer#' interior Designer AIcxa Milton intc-ivr Dcsilitn VIA \ 1 rrt r ,Y► `rlfridae at fret .4,44 CMS t ► ne v.« e* *+I c'O (WsTRtrrTxw siGn ry Par' n n ) P PrinirraaT vH 1 i awnW TTH rye, firms, f4 vcrogiwiry woo GM, '1 - $'spot St 9)9114Ri•$ knin as aipppowp Iry T'PE Aantryt 'T S INs4TE ER$: Tt-iE FOB LOWING INFORMATION IS PRCv'DED FOR BUILDING DEPT. USE ONLY. CODE OkE CK 4 OCCUPANT LOAD FACTOR Code 1997 uBC Sprinklers required by `oca! c ty ord'rancls Building arena: 14,656 5F Occupancy Group M, A3, 5 and 53 Primary use. Courses Clubhouses, Restaurant 4 Lourgee, Meeting Room Allowed uses (M): Retail Allowed uses (A3)- Assembly room where Occupant Load < 300 4 no Allowed uses (53): Repair g arage where no open flame Exiting - cert. 10 Light, ventilation 4 saoltation, Chpt8 2, 29 State Plumbing codes Sanitation, sec 2502.3, etate plumbing code 5prinic.lesrs not regd by USc, but i t provided, must conform Standby batteries must conform to Fire Code Occupancy separation- 53 to M Occupancy separation- M to :. T of Construction Allowable Area Sec 505.3 Maximum height Exterior wa:l protectior Searing u:a I I - Non- Searing Openings it waii5 Openings it walls Guardrails Misc. Provisions Draft stops Through penetrations Exiting Distance to Exits West Meeting Room 'Per sec 00422, Occupancy Load Calculations, table 10 -4. Areas SF 100 Pro Shop 1,134 Pro Shop Counter Area +- iospitallty /Lobby 102/12! Restaurant 103 Lounge 112 I-1a I 113 Mech 114 Storage 115 Womesns 116 Mens 117 E!ec/Data 115 Vestibule 120 Sprinkler Riser Room 122 Office 123 Storage 124 Cart Barr 125 Instruction 126 Mens 127 Warrens 125 Pro Shop Office 125 Office 130 Covered Patio One hour Nor e V -N Basic Spr inkiers Subtotal Area UBC Table 5B to chapter 9 stage 6,000 SF x 3 for singe story building 24,00? SF 40, two story OK(Chimney Exempt) one hour <20', NR >20' one hour < 20'. NR >20' rare >5', protected 5' to 10' rot protected, sec 503.3 42" high, 4" sphere required when h >30" Attic 5000 sr, 100' max dlstarce Construction 1i2" GU-8, self closing doors Type F or T Diagonal Pistance Ph, by 2 96' 48' ex 4, one exit may travel through hallway 2 exits req if OLF OCC occ > 30 31.5 50 136 100 136 50 1,175 15 753 50 1,894 15 1263 50 1 ,264 15 843 50 553 - 140 300 0 5 115 300 Oh 273 - 225 - 204 - 96 42 - 201 100 2.0 les 300 0.66 1'39 300 5.5 223 100 22 39 - - 39 - - 115 100 1.18 4T 100 0 1,656 15 110 590.51 • 2 30 1 Min. Exit Exits Width, Prov. Inches 1 9.8 1 2 2 41.0 .. Per sec 10042.2, ex 3, may travel through intervenirq room until cumulative occ. load 1E i0 {« Per sec 100422, ex 1, vestibule not considered irteervenirg room Dist of Exits apart 43' 4 16' OK Exit Width Provided 105.0 29 105.0 29 108.0 X03 - 041- 4 auto latch j j t i TO SEATAC AIRPORT C.ALLOUT SCALE ,1 I i t � �� �- t c599 ) TO SEATTLE .r TO TACOMA .10M Own. Si-EET Kx'IBER !u -ERE DETAIL IS GUT D 5G PTi l G -100 COVER MEET G -101 CsB'ERAL INFORMATION G -102 SURVEY S T / � AD-100 D sect rr1C st CONT GRADING DEIO PLAN C✓ - 102 DEMOLITION 51 WR.•' DI PLAN CD-403 DBIOLITiati SITE IJTILiTY PLAN C -101 EROSION '..:]..'RUl- PLAN C -102 S1-E GRADING PLAN C -I03 5'E i !LT.r PLAN C -404 CIDER& NOTES s DE - AILS L-10 L ANDSc APE =LAN: Nome"-4 L -102 LANDSCAPE PLAN: SOJ .I L -20 tgaRIC AT10N PLAN: Noven 1 L IiQRIGATI PLAN: Sam.: L-203 IRRIGAT1GP1 DETAILS 5-10 GE*eq.4L S' CTuRAL ' 10'ES 5-'02 FOI+GAT - ON PLAN 5-103 NOCIP PleArwNS PLAN 5-104 ST:ID PLAN 5-103 SWAN , ' PLAN S vC LE S- 0i sow* cotAPPNG PLAN S-Wr SMEAR WALL ELEVATIONS $-10d RUAw TIC, DiAGPItJlr e s-1o% DErA* 5 5-110 DETAILS e -1A DE" ALA A -1100 SI E DiErfD PLAN A-10 MOM SSE PLAN 4 -10C P64 4t3N1"s !■LAN 4 -103 PARTIAL 5 T'E PLAN - •10R"� 4-104 P dWrLAL. say Pi'L N - 50LC1N 4-11vs 'ROOK PLAN A -lair IFm RATING! PLAN 4-101 1 ROO* PLAN £-Ige MAW NAL.L PLAN A-10S CEI4PIS PLAN A -1110 IMOULATION PLAN ,411 ATTIC VENTL,AT oN PLAN 4-14 MOM PLiN *-113 matro PL • DET 11 ISIAL P•4S ELEVATIONS '441111 Ntele JMt B EvATIo * Iii 015 IN11.1801t ELE'v*TI* ope000 PROJECT SITE REIN ON INTERURBAN T'.KW!LA A -301 •-302 A -40: A -402 A -50' A -5022 A -503 Aber A -602 Q- C22 0-C4 G -.2 G - G -SG 0 -502 0 -SC3 00 -3101 Po- 302 P-303 ,*-117 r- IEr0a0 E-41 E -u E -:.0 11E--7r3 5-11 E -arc E-i TO BELLE VL E 1' DETAIL NUMBER 405 BEET wr•I ER 1I1-IE E DRAIN DE 1C M BUILDING SECTIONS WALL SECT:04.5 ENLARGED PLANS ENLARGED P . -ANg5 S DETALS DETAILS ;DETAILS DOOR SC•4ED..L.E % DE li.010 SCa.€ . E J P"-AN, s Rl+L SODS 5C&74tE5 Er EC C•4. E ok.s .Eva .socir) D 4-400D DvAi."46 1.00D OgAgoirsos °LJMISING =")(%1W SCA.ED-ic.E a ...E D PurIBtq G 1 :La0il PLAN MAP19• 1G DE IN L4 MBI DE tourism DETAILS +avAC S v40 a ■E+GEND avAC FLOOR !°LAN ENL M ID ICT0494 1 a iliCiot !LA s -64 wit SECTIONS a r,1E'AiL$ 117ETA L*. carlem. orrA .s • $vr't .s r aeomoviArico45 M1ME Li+E WORM D{•4GN WE PLAN SnE PE?ACS PAM MAN iP■r71 PLAN - 1K3TIG'r 0∎4 Etaumwmar LI1snpal PUN • X03 -042 FL e I:_R_ City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PR: .lFCT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 is Ni Or 1701 DRAWS. NY SS /NAP CHECKED W' DAC 01/30/03 it! - ' t! h \R« H :?-r D \VI[) I \l )N 411,* , ht NO S(' .W1 ONO x f rr *M ,TON Oda l(1 - ! 1_ 253.813.8877 FAX. 251854.7898 CH XCAV4T' O\S CAUSED a" S7*OCKP!LE ALL M: ,7ER .:L iN T+-115 AREA. 4FTER COMP_E `1ON• COVER t SECURE "UiTi~ PLASTIC BARB ER t T 141N ER.05,ON CONTROL MEA5RE5 '5'E""iP NOTE TEMPORAIR ' E .OS1ON CC` 1 1T E N C E Ll jb '.K S k O LUN IS i N At) ]] i 0 ,UJ O RK S Ott N CN C-101 CO\iRA 7OR 11 i i `„.; ..�� .''�. w� T ..r ,r "�� EE REE''D �. • 0.1PeR :72 EX. EE `C ;"'C✓E EX'5 10' i✓lGi ✓c ...I `r/ NA E r. RE' iO V`` 5..43 6 3i:ILr..NG: . -,.`r. , - SL A3 'C ._X 5 - .NG a. \: -- C\ _ K BE"C\1 - 5 \E I I '; -C R< 7_ I 7 f/ I I ,.rC'EeC `"J�C "�'�► � ,yC'Rr[ ►@c �. I ti —+ C_c t - 1� = IaLc"C E EX R``-:N` G L-:. _ C,.'° _ AS 5!ID DEMO! I INCLUDED FOR INFORMATION ONLY. SEE,: NOTE TO BIDDER, ',', 1 // \ G S t `.'. - 'QCs M E . CL;.3E. 70 5E- ` Q EX 57 NC:-., P C i I I 1 , I IN ON 1 1_7 Eby - NE - -r ---_ N. &' ~ C a . tr ..„- �� ._._� P 3 .k - = SITE ETO 1=1-AN C. _ C L \ �L- \ �... A TV E. i c ' �= 1: � •:. 7; • { DO NOT D I5TJR5 EX. 11;E BOX ` - t ck l'"• r L:0 NOT D'5 �• • r IDENTIFIER NOTES A B C Remove tiouse "'A" and all Footings, steps pat;os an a., in- :- � rr.flll to flat smooth Remove !garage "5' and all foot:nrgs landscap'ng, and AC 10 feet aroun Sackfi!! to a flat smooth grade Remove Cart Garage to a Flat smooth 51ab Is to rams Footing an waikays al! per specir;catrons. alkways per spec icle rooting 5...ern wall to remove the 07E: A portion of the d "D" aria all footlegs, slab and AC Z' aroLeci perimeter. flat smooth eracie per specifications, ove Clubhouse "E" and all footings, slabs, steps, patios, patio rarlirg, alkways, all landscaping 10 feet around Back-fill to a 7:at smooth grade to 95 per specification ypica': Removes restalreng wall and footings, curbs and trees as identified. LEGEND FLAG NOTES ITEM 70 BE REMOVED TREE TO SE Rt.-II INDICATE5 PAVING TC Ft REMOVED Owners Te.,nporary Fence must be ona'ntained. Contractor to repair or rep:ace damaged fence that is - Py the repair or replace damaged fence that is caused by the Contractor. Gated areas are For the Contractor's controlled access to the work. slte. Proper traffic control must be provided when merging u4/ course visitors No i.LIork. Zone. This fencesd area is a Tree Protect:on Area. Tree limos rru.st not be nit Py equipment_ Owre-'s Consulting Aroorist must observe any work. near trm Tree Protect:on Area. ,NOTE TO 51DDERS: WORK. 51-4CLUN ON Ti-415 51-IEET IS WORK CJIRREN 5ENG PERFORMED IBY OWNER'S DEMOLITION CONTRACTOR UNDER SEPARATE CONTRACT. Ti-PS SHEET 15 PROVIDED FOR BIDDERS INFORMAT;ON cNLtsr. Do4A-(94-2..." eir 003-042 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 pit( It el Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 SS DAC DNIT 01/30/03 A Pcrmit Rev 1:28/03 DAC DEM( )1_1110N CONTRACT SITE DEMO PI AN r I SEE SHEET A -102 FOR SEQUENCING AND PHASING INFORMATION SEE SHEET A -100 FOR SITE DEMOLJTION INFORMATION - p • a • 0 (6# 17 i,", T, F I--• 17 :r) , c.) -r (I) -1.) ( ) r? rr t Tly LA 1 '1 1 4 f C 11 # I (1 .. t i C Z. " ' • Q C , rvi If 1 7 l' ' u) f rl (_) 1 if C,) y ;.i (Is 9 7 f n r1 7 1 .- LI --..- f --‘ I% ' -! ii • r , ) , 0 41 x) Q t• L. - __t z ( 1) .. 1 . C") r ii 0 - 1 1 CU Fri _I zi , 1:0 I - 0 Q 9 r-/-7-Tio (--) --# • 0 -1 r-- - # -‹ Is ((..)• t rn 1 i • ,..,, / 7 1 • •••.• -1 • (./) r.--- QC 2 opelfho rt M Z T1 01 0 ' 0 1 : 1 in xi C) 7) 6 M l'' - 4-1C -4 r ---- 00.....0 0 ri • -4, ),. 70 0 e) 90"12(A ' 0 ID c I -- Q 13 ) 1 7 6u r .r;Lr m - .3 .Z - * 1 ( S3 F,4 2 z el z , 0 % . 8 9 * (A r11 Jo r ri C) (-? i 2 , --1 ‹ W iiC -I ;_-- (-3 -7„-I - I C ) z 0 g, m 0 0 r - 7 0 2. 0 < TIWWIL A .• 4, /.. N, \ ., . ). , , s 1 g ;#,' 1 1 , , , / , •1, 1 • i 4 , 1 4 6, , ." I • 4 • .0. 1, z rn z 3> • ' , / .); .. st' • .. - , (' • -1 • I • • • • •." *** • •• S • I it 1, 41 I P s 4 amp: i . • ' .• • ". •4, //.'/,, „ , ' 4 `• • I , I, J 45_ • I, '5' 1, • 5 " 60 ‘4 1 1".40^ 1' * • , ci „. ••,• •••■•••••••. • • ••• • ••.•••• .4,•••••••■• ■••••••••., • .•••••• .1. ... I t, ,;',„ / ,', 1 :/;;.: / ....,/,, , ' z • / ".' P • 4 , CI 4) !"-0. "'Lir • ir 1 • '? • . ." • t 1. '5 -3,7, „, c. • yr, PC , 1 ) x ['? 9 .. • ' Clr , ? O. • EROSION CONTROL PLAN CITY OF TUKWILA - FOSTER GOLF LINKS CLARK ARCHITECTS It 5 /55 , 9 I I // 5. -/ / I 1 /9 1 1 1 I I / 9 5 I 4 \ WASHINGTON 11 • AVE!_ D/ / 1./ , 16 7 ,. ...:: • V , i , 1 -4-- : ,... I [ 1 i 8: -.., l ar . /(i - :. /(\ . 2:) . /..,,: 9i 9, 0 7 .2: 1 : i / i 1 I ) ( /( ' I rn -- , \ 4 r 7' 18.? go , > --. 17 8 (i) 0 II \ C4:) 71 0 - ' Salk 1 S -- ) *- - -1 ce' \ . - , _ , E j i \ V m ) ,fTl>0-> m tx I i 7,4 c w x _4 12 ....... - 7 „ .. .., i 6 _ - /77) rrl ..i., 4 400 0 0 1 Z 17. 9 1 x . 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X41 ` ` :' Itr``.1 • - , +, ' 1 81'1 • r ' 1F�'�d 1. 'Y4'. _ ; ' raA'ii VI. ' • , ti�1'�11 ti. t�it + i 16 •'' ; ` ',i4.1%;,4 % SCI :1 t' ;��• , u , . • a t i.. .,. "1 ' r •,:., , , ki& / • '' +j , 0 t ! ' O. � r' � . r1 ..'l t • . 'ft,'; r r' ` fi � ` . 'ff),:'' j, :i .f, = ..ancrl • .4 t L t, *,• `•, M. ►r 7 1 t ill`:' rr,• ,.. f•.i✓} v.? 5 P/ ml i { '' ,z' 1 4-, . 'r • `, f t, { x� 11 SITE GRADING PLAN CITY OF TUKWILA - FOSTER GOLF LINKS CLARK ARCHITECTS 19.5 18. WASHINGTON (.d RH /' P• + 7 ' :� r. „ .'1.c .�a;'ili,..'..s,l v... r,r./� /�Mp R •yra,: n \ t , �• ' 4 , \ lr .. l f' • ;2 f /0 '' _/ 17.8 17.2 q rn C I ' 1 co � z 33 = 0 (/) w P 1 C rr! Z M Z 1 16.7 r m ,F • t 'f Co CD O>m aDNm E m � Z {7 D cn 1 3 _.. ^' > Z m r- C 0 00 rn .v w Z C - _ I3 •D r r � m G) N X < r D rn � m c I ? Q r 3,4 CIVIL ENGINEERS & LAND SURVEYORS 2009 MINOR AVE. EAST (206) 323 -4144 SEATTLE Washington 1 -800- 935 -0508 98102 -3513 FAX# (206) 323 -7135 E -MAIL: INFOOBRHINC. COM X 12, 4 0 1.1 - 13 2 13 2 . 13.2 13•2 13.3 133_/' 17.3\ 17,4 &g BUSH, ROED do HITCHINGS, INC. 13.3 ' 4 `4 , X \37-47 'P I) , N. 1 x 12.5 16 8 16 8 6 czy cz! \%s 16.2 o • 11.5 7 16.4 16.7 16.6 16.0 - 16.3 REVISED PER CITY REVIEW Pit,/ Ile .i.=.4 t- / 1 9, 5; 1 ------- \-- i ----II:8 11.?:4\ : I '''''\‘ - ' ''''''f \ \\:" \ N L III \ 7-'-'"--j 1 \.94 9::_____ ,..._.________. .. ° 0 \---- : (''( T . .v." r- 1 --'11-1 --4:71 i -..._ -- it,„,--,*/_ 18.2 ' ' 5 , Jr - - --- ---f-- -- -.....-....4_ -___ 1 ,./ i( \ 17 q ‘-•-• \ 18.;:: 9 .., 16.8 \''\ \ \\ , . s A \ ...,,, _,,.._ .J D / 11 • 16 5 Immo 1 /0 4 /Oil IZ c ,- , i \ 16.4 18 8 17 1 16 8 REVINSION cs i9 0 15 7 rn • 'I ++ Il y ] F 7 1 I V 'a I , "p s i_r �Di 7 v or _ r` .i1 r••"_;. '� ielF' 'iE? % �i � „ri/ � # IN • n ra .: _ c T ‘ -"-- ME7rCRitili _ .� -�e a Q�iw�!�i>N - !► - _ �� � �:,.zr� _rte.:- �+..�r � ■....:. �s�� � swirmit +.w • .L.VVLV'+L. LJ NO WORK THIS AREA » J I I PORTION OF THE JOSEPH FOSTER HOMESTEAD BOUNDARY. DO NOT DISTURB THIS AREA. INSIDE OF THE OWNERS FENCE. V. / 4 . - `)-`- - • _- t . r Y / ■ F SITE UTILITY PLAN • •cv, � \ anti V • r 8 • fir . 4044 44 J -. At it e - LJor . ' ' ' e4 S ' .. I1- , A S, + iii 1# # +i +ii+ 40 ktly•-• A' P 4 4 1' r`' `1itl�i i) ' '1� 4. # 4f 0:11,4.40 • ?., 41. li i ; • + # +' , 4 4 - , , ,: _ . , 4 ,, ,,,,,,,: ! , , : ). 4: . 7 . : , t 4i°: ,, . .. 'a` # ir r -` �•. r ti • c1 ' A. r >r r r • INTERURBAN AVE. CITY OF TUK*ILA - FOSTER GOLF LINKS I ,,.,.,a — . w \ r % \ ` \\, \ , \,■ \ 1 1' ‘ ' \ \ 1 i Kale CD AND CAP Ia NNE; A_L EXiST1N3 TOPOGRAPH'C INFORY SHOWN HEREON WAS TAKEN FR3M A SURVEY PREPARED BY EARTH TECH. PRO,.'ECT No 1711, DATED 3-- 25 -02_ +E,.lSH. ROED & HiTCHENGS, ASSUMES NO FESPONSiBIL ` FOR 17-1E ACCURACY OR COUPLE ENESS Or THAT EXISriPG I!`. =OPMAT ON_ THE CONTRACTOR SHALL VERIFY, AS FIRST OPDER OF CONSTRUCTION, THE HCR'ZONTAL AND VERTICAL LOCA'DONS OF ALL CRITICAL POtN S OF COPNECTtON AND rMMED-- IATELY NOTIFY THE OWNER AND, /OR ENGINEER OF ANY SIGNIFICANT DISCREPENCY VMICH WOULD PREVENT THE CONtSTR:;CT'EC O THAT DEPICTED HEREON. C.) C \ ' - oQP l I I I ,' ' r r" r 1."-\// ' _ n - - "INTERIOR SLAB ON GRADE DRAINAGE, TIED TO EXTERIOR PERIMETER FOOTING DRAIN UNE: AT 50' MAXIMUM ON CENTER, PENETRATE THE FOOTING STEM WALL MA TH A 4" DIAMETER PVC TIGHT UNE TO 12 "INSIDE FOOTING UNE. PROVIDE TEE AND BRANCH 20' EACH WAY %NTH PERFORATED PIPE, PARALLEL TO THE INSIDE OF THE FOOTING UNE, WITH TOP OF PIPE APPROXIMATELY 8" BELOW TOP OF SLAB. PLACE UNE IN DRAIN GRAVEL, AS SPECIFIED, MINIMUM 6" THICK. DRAIN GRAVEL SHALL THEN BE SURROUNDED PATH A NON - WOVEN GEOTEXTILE SUCH AS MIRAFI 140N, SUPAC 4NP OR APPROVED EQUAL CAP EACH INTERIOR END. VERIFY EXACT PENETRATIONS WITH FOUNDATION CONTRACTOR TO AVOID STRUCTURAL POINT LOADS AND CRITICAL REINFORCING "EXTERIOR PERIMETER PERFORATED FOOTING DRAIN UNES SHALL BE PLACED IN DRAIN GRAVEL, AS SPECIFIED, MINIMUM 6 THICK. DRAIN GRAVEL SHALL THEN BE SURROUNDED PA TH A NON-WOVEN GEOTEXTILE SUCH AS MIRAFI 140N, SUPAC 4NP OR APPROVED EQUAL" y N W& S W 1 /4, SEC 14, TWP 2 3 N, R 4 E, WM < N.. C C C r - V' _ c` `? - - \ • / <vq- I 4 ti• ^ r.. ` / -,c. •; C �(=` _ J / / r I L/ r \ r N r w 1 "k'' - � dce ' - �~ \ / 4 N. t 4 I ......-- '." .::- ...s -.- • / \L • , L_ ,./ "k"-' ( a r - . r I CaNTRAC11M P,o cI M KALI DIMING LANDSCAPE 11111641101 ALAND 1111811 11111100 AVENUE CONTACT mar �-; t11M111i1E1t ens! EVefr ar 10 116S IMUTY. 0 (3 / / -- -/ ' - i PROMOE TUMMY or PMC STORM ME WW LL 10 men rM IER HAZ/lND. I EM( MIME PEE MID 4 CAP AT POND UPON COOP ZION OF '. PHASE AT U !1 AS WELL 1'201 L KLM n ', ,� _ii- ti." 4 . ` L � • 2 O 6 J�,` q (' _ ' V ` P �V f` 1 - • k _---_ - J d mnaleino 1E con 1 -1/r WATER MEM Q MOM 2 CAM 0011110 a WATER LIVERS (D T NAM VAWE3 i eons CI KNOW Doses not IMRPAIT 11 ea riir W^E 1 FINE CD 1 Pe 11‘418. 1 171111raCKS 2 A. CONIC SOME lc GI • ID COST SIM RIO „ 11Z5 i r NM ELEVATION TO 19.25 JON DIMS SANITARY DEVER MANHOLE • 0400 12.05.70 (FROM WV SEPARATOR) Oavrmss• 2S,002 ® ADAM 01ANOUT NAM 10 GRADE MP) C> DIST 911111 #17118 =TV,1 ELIEVATION 10 19.74 O EAST SINN #3521 (NE1RO) =ILE ELEVATION TO 20.24 =sag ELEVATION TO 19.30 „ (SEE "CET P-200 Fut OEM* ‘ DIST SIM #1971 =Y ELEVATION 10 22.39 NST/41 11 PVC. MERGED 90' mow am ovum PIPE C> U1111Y VAULT COMPANY. PANT No. SISK SLAM WARN= (408 661.011 cmpAam fams.4o owe* C> avian : :: 7 1)-I • r t : 528.8 is 4* MIA ORM mar PART NG. 2-6141. r SWAPO CLEPICIUT N M xo r mow GRADE OC is. 43 • OD \ GRAPHIC sCALE INSUALABILLEIMID S O LIS 200 IF r PVC SO • 0.5014 11E021111(Ir ND 110 @ = DIST 306111 p ET C: 1 041 11°m(7 11.3) ABANDON (3) imoriast CA104 Mel tiZalki 10 MAW= an a coweL 9IFINI SOLID. 1111AFFIC 9E~ ZW ARANDON DIMS SX11141 WI WSW 0 DIST MIN #15911 =)11 T° 11" PVC ROOF DRAIN. DISCHPRIE 10 FEARME. *WADE CLUMPS PlIt ANONINCTS ROOF MAL r PVC F001110 ORAN. CONNECT 10 CATCH BAWL ROWE CILEANOUTS AT ALL MAR MAXR RUMS COW& DAM CLEANOUTS 11 MOVE GRADE. MO CAP. NOt Cd 2 Warkirg Days Before You Dig 1-800-424-5555 • OMR 0 co ce cn ES C-103 no en dr- Inuen LAI 0 ot Kgyi meg 0,00 • NIC — WORK THIS AREA BY GOLF COURSE CONTRACTOR (SHOWN FOR PERMIT PURPOSES ONLY) SEE SHEET E-2.0 FOR ELECTRICAL SITE UTIUTY WORK SEE SHEET A -102 FOR SEQUENCING AND PHASING INFORMATION SEE SHEETS A - 103 & A-104 FOR ADDITIONAL SLEEVES IN PAVING AND PAIN AREAS, IN ADDITION TO SLEEVES SHOWN HEREON I . • 'I ++ Il y ] F 7 1 I V 'a I , "p s i_r �Di 7 v or _ r` .i1 r••"_;. '� ielF' 'iE? % �i � „ri/ � # IN • n ra .: _ c T ‘ -"-- ME7rCRitili _ .� -�e a Q�iw�!�i>N - !► - _ �� � �:,.zr� _rte.:- �+..�r � ■....:. �s�� � swirmit +.w • .L.VVLV'+L. LJ NO WORK THIS AREA » J I I PORTION OF THE JOSEPH FOSTER HOMESTEAD BOUNDARY. DO NOT DISTURB THIS AREA. INSIDE OF THE OWNERS FENCE. V. / 4 . - `)-`- - • _- t . r Y / ■ F SITE UTILITY PLAN • •cv, � \ anti V • r 8 • fir . 4044 44 J -. At it e - LJor . ' ' ' e4 S ' .. I1- , A S, + iii 1# # +i +ii+ 40 ktly•-• A' P 4 4 1' r`' `1itl�i i) ' '1� 4. # 4f 0:11,4.40 • ?., 41. li i ; • + # +' , 4 4 - , , ,: _ . , 4 ,, ,,,,,,,: ! , , : ). 4: . 7 . : , t 4i°: ,, . .. 'a` # ir r -` �•. r ti • c1 ' A. r >r r r • INTERURBAN AVE. CITY OF TUK*ILA - FOSTER GOLF LINKS I ,,.,.,a — . w \ r % \ ` \\, \ , \,■ \ 1 1' ‘ ' \ \ 1 i Kale CD AND CAP Ia NNE; A_L EXiST1N3 TOPOGRAPH'C INFORY SHOWN HEREON WAS TAKEN FR3M A SURVEY PREPARED BY EARTH TECH. PRO,.'ECT No 1711, DATED 3-- 25 -02_ +E,.lSH. ROED & HiTCHENGS, ASSUMES NO FESPONSiBIL ` FOR 17-1E ACCURACY OR COUPLE ENESS Or THAT EXISriPG I!`. =OPMAT ON_ THE CONTRACTOR SHALL VERIFY, AS FIRST OPDER OF CONSTRUCTION, THE HCR'ZONTAL AND VERTICAL LOCA'DONS OF ALL CRITICAL POtN S OF COPNECTtON AND rMMED-- IATELY NOTIFY THE OWNER AND, /OR ENGINEER OF ANY SIGNIFICANT DISCREPENCY VMICH WOULD PREVENT THE CONtSTR:;CT'EC O THAT DEPICTED HEREON. C.) C \ ' - oQP l I I I ,' ' r r" r 1."-\// ' _ n - - "INTERIOR SLAB ON GRADE DRAINAGE, TIED TO EXTERIOR PERIMETER FOOTING DRAIN UNE: AT 50' MAXIMUM ON CENTER, PENETRATE THE FOOTING STEM WALL MA TH A 4" DIAMETER PVC TIGHT UNE TO 12 "INSIDE FOOTING UNE. PROVIDE TEE AND BRANCH 20' EACH WAY %NTH PERFORATED PIPE, PARALLEL TO THE INSIDE OF THE FOOTING UNE, WITH TOP OF PIPE APPROXIMATELY 8" BELOW TOP OF SLAB. PLACE UNE IN DRAIN GRAVEL, AS SPECIFIED, MINIMUM 6" THICK. DRAIN GRAVEL SHALL THEN BE SURROUNDED PATH A NON - WOVEN GEOTEXTILE SUCH AS MIRAFI 140N, SUPAC 4NP OR APPROVED EQUAL CAP EACH INTERIOR END. VERIFY EXACT PENETRATIONS WITH FOUNDATION CONTRACTOR TO AVOID STRUCTURAL POINT LOADS AND CRITICAL REINFORCING "EXTERIOR PERIMETER PERFORATED FOOTING DRAIN UNES SHALL BE PLACED IN DRAIN GRAVEL, AS SPECIFIED, MINIMUM 6 THICK. DRAIN GRAVEL SHALL THEN BE SURROUNDED PA TH A NON-WOVEN GEOTEXTILE SUCH AS MIRAFI 140N, SUPAC 4NP OR APPROVED EQUAL" y N W& S W 1 /4, SEC 14, TWP 2 3 N, R 4 E, WM < N.. C C C r - V' _ c` `? - - \ • / <vq- I 4 ti• ^ r.. ` / -,c. •; C �(=` _ J / / r I L/ r \ r N r w 1 "k'' - � dce ' - �~ \ / 4 N. t 4 I ......-- '." .::- ...s -.- • / \L • , L_ ,./ "k"-' ( a r - . r I CaNTRAC11M P,o cI M KALI DIMING LANDSCAPE 11111641101 ALAND 1111811 11111100 AVENUE CONTACT mar �-; t11M111i1E1t ens! EVefr ar 10 116S IMUTY. 0 (3 / / -- -/ ' - i PROMOE TUMMY or PMC STORM ME WW LL 10 men rM IER HAZ/lND. I EM( MIME PEE MID 4 CAP AT POND UPON COOP ZION OF '. PHASE AT U !1 AS WELL 1'201 L KLM n ', ,� _ii- ti." 4 . ` L � • 2 O 6 J�,` q (' _ ' V ` P �V f` 1 - • k _---_ - J d mnaleino 1E con 1 -1/r WATER MEM Q MOM 2 CAM 0011110 a WATER LIVERS (D T NAM VAWE3 i eons CI KNOW Doses not IMRPAIT 11 ea riir W^E 1 FINE CD 1 Pe 11‘418. 1 171111raCKS 2 A. CONIC SOME lc GI • ID COST SIM RIO „ 11Z5 i r NM ELEVATION TO 19.25 JON DIMS SANITARY DEVER MANHOLE • 0400 12.05.70 (FROM WV SEPARATOR) Oavrmss• 2S,002 ® ADAM 01ANOUT NAM 10 GRADE MP) C> DIST 911111 #17118 =TV,1 ELIEVATION 10 19.74 O EAST SINN #3521 (NE1RO) =ILE ELEVATION TO 20.24 =sag ELEVATION TO 19.30 „ (SEE "CET P-200 Fut OEM* ‘ DIST SIM #1971 =Y ELEVATION 10 22.39 NST/41 11 PVC. MERGED 90' mow am ovum PIPE C> U1111Y VAULT COMPANY. PANT No. SISK SLAM WARN= (408 661.011 cmpAam fams.4o owe* C> avian : :: 7 1)-I • r t : 528.8 is 4* MIA ORM mar PART NG. 2-6141. r SWAPO CLEPICIUT N M xo r mow GRADE OC is. 43 • OD \ GRAPHIC sCALE INSUALABILLEIMID S O LIS 200 IF r PVC SO • 0.5014 11E021111(Ir ND 110 @ = DIST 306111 p ET C: 1 041 11°m(7 11.3) ABANDON (3) imoriast CA104 Mel tiZalki 10 MAW= an a coweL 9IFINI SOLID. 1111AFFIC 9E~ ZW ARANDON DIMS SX11141 WI WSW 0 DIST MIN #15911 =)11 T° 11" PVC ROOF DRAIN. DISCHPRIE 10 FEARME. *WADE CLUMPS PlIt ANONINCTS ROOF MAL r PVC F001110 ORAN. CONNECT 10 CATCH BAWL ROWE CILEANOUTS AT ALL MAR MAXR RUMS COW& DAM CLEANOUTS 11 MOVE GRADE. MO CAP. NOt Cd 2 Warkirg Days Before You Dig 1-800-424-5555 • OMR 0 co ce cn ES C-103 no en dr- Inuen LAI 0 ot Kgyi meg 0,00 • NIC — WORK THIS AREA BY GOLF COURSE CONTRACTOR (SHOWN FOR PERMIT PURPOSES ONLY) • 'I ++ Il y ] F 7 1 I V 'a I , "p s i_r �Di 7 v or _ r` .i1 r••"_;. '� ielF' 'iE? % �i � „ri/ � # IN • n ra .: _ c T ‘ -"-- ME7rCRitili _ .� -�e a Q�iw�!�i>N - !► - _ �� � �:,.zr� _rte.:- �+..�r � ■....:. �s�� � swirmit +.w • .L.VVLV'+L. LJ NO WORK THIS AREA » J I I PORTION OF THE JOSEPH FOSTER HOMESTEAD BOUNDARY. DO NOT DISTURB THIS AREA. INSIDE OF THE OWNERS FENCE. V. / 4 . - `)-`- - • _- t . r Y / ■ F SITE UTILITY PLAN • •cv, � \ anti V • r 8 • fir . 4044 44 J -. At it e - LJor . ' ' ' e4 S ' .. I1- , A S, + iii 1# # +i +ii+ 40 ktly•-• A' P 4 4 1' r`' `1itl�i i) ' '1� 4. # 4f 0:11,4.40 • ?., 41. li i ; • + # +' , 4 4 - , , ,: _ . , 4 ,, ,,,,,,,: ! , , : ). 4: . 7 . : , t 4i°: ,, . .. 'a` # ir r -` �•. r ti • c1 ' A. r >r r r • INTERURBAN AVE. CITY OF TUK*ILA - FOSTER GOLF LINKS I ,,.,.,a — . w \ r % \ ` \\, \ , \,■ \ 1 1' ‘ ' \ \ 1 i Kale CD AND CAP Ia NNE; A_L EXiST1N3 TOPOGRAPH'C INFORY SHOWN HEREON WAS TAKEN FR3M A SURVEY PREPARED BY EARTH TECH. PRO,.'ECT No 1711, DATED 3-- 25 -02_ +E,.lSH. ROED & HiTCHENGS, ASSUMES NO FESPONSiBIL ` FOR 17-1E ACCURACY OR COUPLE ENESS Or THAT EXISriPG I!`. =OPMAT ON_ THE CONTRACTOR SHALL VERIFY, AS FIRST OPDER OF CONSTRUCTION, THE HCR'ZONTAL AND VERTICAL LOCA'DONS OF ALL CRITICAL POtN S OF COPNECTtON AND rMMED-- IATELY NOTIFY THE OWNER AND, /OR ENGINEER OF ANY SIGNIFICANT DISCREPENCY VMICH WOULD PREVENT THE CONtSTR:;CT'EC O THAT DEPICTED HEREON. C.) C \ ' - oQP l I I I ,' ' r r" r 1."-\// ' _ n - - "INTERIOR SLAB ON GRADE DRAINAGE, TIED TO EXTERIOR PERIMETER FOOTING DRAIN UNE: AT 50' MAXIMUM ON CENTER, PENETRATE THE FOOTING STEM WALL MA TH A 4" DIAMETER PVC TIGHT UNE TO 12 "INSIDE FOOTING UNE. PROVIDE TEE AND BRANCH 20' EACH WAY %NTH PERFORATED PIPE, PARALLEL TO THE INSIDE OF THE FOOTING UNE, WITH TOP OF PIPE APPROXIMATELY 8" BELOW TOP OF SLAB. PLACE UNE IN DRAIN GRAVEL, AS SPECIFIED, MINIMUM 6" THICK. DRAIN GRAVEL SHALL THEN BE SURROUNDED PATH A NON - WOVEN GEOTEXTILE SUCH AS MIRAFI 140N, SUPAC 4NP OR APPROVED EQUAL CAP EACH INTERIOR END. VERIFY EXACT PENETRATIONS WITH FOUNDATION CONTRACTOR TO AVOID STRUCTURAL POINT LOADS AND CRITICAL REINFORCING "EXTERIOR PERIMETER PERFORATED FOOTING DRAIN UNES SHALL BE PLACED IN DRAIN GRAVEL, AS SPECIFIED, MINIMUM 6 THICK. DRAIN GRAVEL SHALL THEN BE SURROUNDED PA TH A NON-WOVEN GEOTEXTILE SUCH AS MIRAFI 140N, SUPAC 4NP OR APPROVED EQUAL" y N W& S W 1 /4, SEC 14, TWP 2 3 N, R 4 E, WM < N.. C C C r - V' _ c` `? - - \ • / <vq- I 4 ti• ^ r.. ` / -,c. •; C �(=` _ J / / r I L/ r \ r N r w 1 "k'' - � dce ' - �~ \ / 4 N. t 4 I ......-- '." .::- ...s -.- • / \L • , L_ ,./ "k"-' ( a r - . r I CaNTRAC11M P,o cI M KALI DIMING LANDSCAPE 11111641101 ALAND 1111811 11111100 AVENUE CONTACT mar �-; t11M111i1E1t ens! EVefr ar 10 116S IMUTY. 0 (3 / / -- -/ ' - i PROMOE TUMMY or PMC STORM ME WW LL 10 men rM IER HAZ/lND. I EM( MIME PEE MID 4 CAP AT POND UPON COOP ZION OF '. PHASE AT U !1 AS WELL 1'201 L KLM n ', ,� _ii- ti." 4 . ` L � • 2 O 6 J�,` q (' _ ' V ` P �V f` 1 - • k _---_ - J d mnaleino 1E con 1 -1/r WATER MEM Q MOM 2 CAM 0011110 a WATER LIVERS (D T NAM VAWE3 i eons CI KNOW Doses not IMRPAIT 11 ea riir W^E 1 FINE CD 1 Pe 11‘418. 1 171111raCKS 2 A. CONIC SOME lc GI • ID COST SIM RIO „ 11Z5 i r NM ELEVATION TO 19.25 JON DIMS SANITARY DEVER MANHOLE • 0400 12.05.70 (FROM WV SEPARATOR) Oavrmss• 2S,002 ® ADAM 01ANOUT NAM 10 GRADE MP) C> DIST 911111 #17118 =TV,1 ELIEVATION 10 19.74 O EAST SINN #3521 (NE1RO) =ILE ELEVATION TO 20.24 =sag ELEVATION TO 19.30 „ (SEE "CET P-200 Fut OEM* ‘ DIST SIM #1971 =Y ELEVATION 10 22.39 NST/41 11 PVC. MERGED 90' mow am ovum PIPE C> U1111Y VAULT COMPANY. PANT No. SISK SLAM WARN= (408 661.011 cmpAam fams.4o owe* C> avian : :: 7 1)-I • r t : 528.8 is 4* MIA ORM mar PART NG. 2-6141. r SWAPO CLEPICIUT N M xo r mow GRADE OC is. 43 • OD \ GRAPHIC sCALE INSUALABILLEIMID S O LIS 200 IF r PVC SO • 0.5014 11E021111(Ir ND 110 @ = DIST 306111 p ET C: 1 041 11°m(7 11.3) ABANDON (3) imoriast CA104 Mel tiZalki 10 MAW= an a coweL 9IFINI SOLID. 1111AFFIC 9E~ ZW ARANDON DIMS SX11141 WI WSW 0 DIST MIN #15911 =)11 T° 11" PVC ROOF DRAIN. DISCHPRIE 10 FEARME. *WADE CLUMPS PlIt ANONINCTS ROOF MAL r PVC F001110 ORAN. CONNECT 10 CATCH BAWL ROWE CILEANOUTS AT ALL MAR MAXR RUMS COW& DAM CLEANOUTS 11 MOVE GRADE. MO CAP. NOt Cd 2 Warkirg Days Before You Dig 1-800-424-5555 • OMR 0 co ce cn ES C-103 no en dr- Inuen LAI 0 ot Kgyi meg 0,00 • r .' 1 T _ __ 2002042.00 \20C2.) \DVE di.0 fr • 4 0f 1/2' MAX. TO 1/4' NIN. LIP NOTES: S/rx1/2' DINGO PATTERN WITHOUT FRAME 4' THEK CEMENT COERETE SIDEWALK tr \ \ \__ THICKDIED EAa UN dx>rD ETLJAND 11' 6' -� ex vg 6' THIck write 1. RAMP AND APPROACHES SHALL BE CLEAR OF OBSTACLES INCLUDING HYDRANTS. POLES AND INLETS.. 2. RAMP CENTER -UNE SHALL BE PERPENDICULAR TO OR RADIAL TD CURB RETURNS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. MAXIMUM SLOPE SHALL BE 12:1. 3. fULL - DEPTH EXPANSION JOINTS ARE REQUIRED ON EACH SIDE OF RAMP AND SHALL BE PLACED AT 15' SPACING IN GENERAL 51IXIIIALK PORTION. 4 . CURB RAMPS SHALL OE PLACED TWO PER RADIUS ON ARTERIAL STREETS OR AS DIRECTED BY THE ENGINEER. City of Tukwila 5'x5' Landing Required CURB RAMP DETAIL DATE: 11/15/96 - RS -12 3f8' r LII Depth E xper+sion _toalrtt ` Type "A' Eurt lL Gjt er -� 0. L 3' wide Edger Finish 2Z Max 1Z Mt Section A -A \ it Crud Rock Thickened Edge On Radius P- o/CP/CM4 C -1/C -2 N -1/N -2 All Others City of Tukuril GENERAL NOTES AND DETAILS Curb Rapp (See Beta* R -12) Sidewalk Widths Local Access PER F:' AN E xpersbn .Joints Every 2S' 1' Vide x 3/8' Deeo Score Aunts CBB Arterkti (Seer Note 1) MOTES li SA0elliolKs sr+a .1 be ntiriinun of 9 Fret wide at pus stocs and pul I Outs , Or liner, tone speed WW1 'S over 35 ' m, or .,+Mite 0 trGM One Sadl,a&k Ore coded 2 Ex,por►S,pra .points 5Pael Ise placed every 15'. score ,1ow•:s every 5' 3 CerNert concrete shall be plocro Or.' 2' of 5/g' minus crushed rack, and as ot►+er se SPeafied wt the CWe•-t APVAIVS1111T S tonelard Specifications Renewal of existing; concrete curt,. gutter or S.iMRMRCwMr shell er to the netreSt pint; score loMlt5 nest be Saw cut and replaced antis nee_ DATE: 11/15/96 MRS -11 SIDEWALK DETAIL • 4- MIIMORROXINININIONIN CITY OF TUKWILA - FOSTER GOLF LINKS CONC. OL .: t� Owl. t Xt'X3` SOLL MICE TWAT &LOCK NOM k c5 AIBIOLA S `a'AE \ MAP' s• STOITT2 • C._ -t Sr *._ BE A S- 1/2 it IAtlIED HOCK ( wAI. 7/r" TO 31 FIRE HYDIVAIT TO OE PAIRED WRN TRIO +Od►1s of FNMEST CAE &R 41IEDALLION t 1D £ LML MILLER /A-423 INFAMIES SW. CONFORM 10 A.I LWA SPECIFICATIONS C 302 -5k SMALL E COMPRESSION 1'vPE me 9W.1. NINE E A 11110 PIECE MMAla10 FLAME TEIK MEOW TIMILE AT DE MOUND UNE OR S SHALL NNE A SELF-011210 MK BONNET iNlli FACTORY RUED IMIERPDMt NOL RIG AfPiIOIMIATELY IS OUNCES Of alt_ Or. RESOMMIN SHILL ME SO DESIGNED AS 1O ME A COMPLETE lUIRICATION Of STIR EPOI TwE 'TIE inoa 1f1 M ammo. THE UPPOt 5101 SHILL MANE A MME SLEEVE City of Tukwila 6' MIN. Ex� &.tds c Jtx'._ SECTION A-- A 3 ail x,11?'. NNA - Ap4a15 9+/1.._ 9E A CBI. S ''4cx M SIR. OIICILE MON PPE i soot oil te"k- `t - 4A,P,KIE '' Z *►Si�E _ 3L : A. IC . 'PF 7 AS :4 -ti7LJc WV' * BE 3 % rCQ' s E nF idisc 4 .JT3*►' 9.&.. i3E 'i :3 R.0 ►A‘... Jwa TME _'EV'EE t AL_ MOOR S'&. sE or1� ..yRiw Q 'h ai�c-aTtoass'E Br o. sigma i51?c wows one SPE IrCA "rte JR AS aiveJ'Z;'�T B`" T►IE moot. CUM i GUTTY! NW & SW 1 /4, SEC 14, TWP 23 N, R 4 E, WM FIRM MAMMY. SEE VML1E OCR OVAL fr Rama lam an TMLVE CAST MON TIE i 2-3/4 w 4 J COMM SEE sumac DES UNDIMMED SOL FLAME JOINT A. NY0 WNTSi SNALL ■E ®UPPED ANTS MO 2 1/2''' N.S.T. NOSE PORTS AND ONE 5 • mom PUINER CISCNINICE PORT. AND SI M.L. 11111E A 1 1/4 PEMdi00N OPEN -LET OPERATING NUT. NivORMRS SHILL NINE A O M.J. @OTTON COMMECTRON AND 5 1/4- H OPOlP , AND SHILL HINE lN' MOLE GIRLIE LEVEL 10 THE moot or 1HE PUMPER OIRIGE PORT. B. UMW NO CURB & GUTTER IS MfSU11.1a, RIM WVOMNT SMALL ME LOCATED (11 MLADON 10 STREET ENT OEN= UNE) CLOSE 10 PROPERTY LINE.. C. women MDT*LA01016 10 BE PER MS STANDARD D R MI Mil IMOURENEWS aF TIMMA HMMOPML COOS 14.24 MM CRY ORDINANCE. 0. HYMNS PLSTALIED, RELOCATED OR OII1051115E WAKED UPON AS A RESULT OF A PROJECT SHALL E FOWIMLY PAINTED. E CEBI BONNETS SHILL TIE FAIREST FOREST G101523). PiRE HYDRANT SLY k SETTING DETAIL Ram I. a ft ETCs - SG L4 VE1NAs 1&_ 37VETNA'S WS -4 w. ovommommilPhAlmt j- 6 i COMMERCIAL DRIVEWAY PLACE 3 ft SQUARE (t) OF F1LTER- FABRIC MATERIAL ABOVE GRATE & SECURE WITH GRAVEL DAM OR AS SHOWN. REPLACE UPON FIRST SIGNS OF FAILURE. SILT CONTROL AT C.B.'S FILTER BARRIER DETAIL CONSTRUCTION NOTES: rite DOUGLAS Fin SUPPORT POST ELEVATION SECTION NO SCALE NO SCALE FLIER OAS - THIS SEDNO T LIMNER NAY OE CONSTRUCTED USG DUNLAP OR STANDARD STIG)IG1M SYNAETIC ALTER FABRIC IT IS MIMED FOR LOMB FUN OR MOOERAIE FLOSS NOT EXCEEDING 1 C.F.S 1. THE NEWT OF A ALTER BANNER SHALL BE A i A N A OF tS INCHES AID 91M.L NOT COMB) 1N NOES. 2. BURLAP OR STANDARD STRENGTH FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL - - CUT TO THE LENGTH OF THE LINO ER 10 AVM THE USE CF JOINTS (AND THUS INPIKKE TIE SMOOTH AND EFFICIENCY OF THE BANNER). S THE STAKES SHALL BE SPACED A MAXI NUN OF 3 FEET APART AT THE BATINER TION AND OMEN SECURELY 1110 THE OVUM) (INTINUM OF 4. A TRENCH SHAH NE EXCAVATED APPROXIMATELY 4 INCHES NOE AND 4 INOES DEEP ALONG THE LNE OF STAKES AND UP LOPE OF THE BARRIER 5. THE FILTER FABRIC SHALL BE STAPLED TO THE looDF.N STAKES AID N ICES OF BC FABRIC ,HALL BE WENDED NTO THE TRENCH. HEAVY DUTY NNE STIES AT LEAST 1/2 INCHES LONG SHALL. OE USED. FL1R MATERIAL SHALL NOTE STARED 10 EXISTING TRIES NL THE TREi DI SHALL OE S*Of I..ED AND THE SOL COMPACTED OVER 1IE FILLER HATEM _ 7. IF A FILTER BARRER 5 TO OE CH•ONSTRUCTED ACROSS A 01TOH LUE OR STN1LF THE BMW SHALL ORE CIF SUFFICIENT LENGTH TO ELIMINATE END MOIL MD TIE FLAN C IRGRATIONN SHALL RESEMBLE AND AiRC OR HORSES NDE 1ETu: TIE ENDS CRIBBED LJPSaPE. O. FLIER MOMS SHALL BE REMOtiED MEN THEY HAVE SON O) NOR U6EFU1. PURPOSE. OUT NOT OERNE THE: UMIAK AEA HAS OEM PENNIAiEiTLY STABILIZED. MIANTENANCE NOTES: '.ELT FENCES AID FLIER BAArERS SHALL OE MSPEC1ED N�IAiU Y AIFTEJI EAOH RANFALL AID AT LEAST DAILY COMIC POOLCACED RAINFALL_ ANY REpU>f1ED REPAIRS SHALL OE NAGE NAMELY. SHOULD THE MIX as A sit FENCE OR FLIER OA1IINER DECOMPOSE R BECOME NE FECTIVE PRiOR TO THE DO CF THE DremED USNI E LIE AHD THE BANNER STILE fir. THE FAQ SHILL OE REPLACED PROIPR.Y. x SEDNpNT DEPOSTS SHOULD OE IEN10NaED *Mt EACH STKA1 MINT. THEY IIRJST NE REAMED MEN DEMOS REACH APPROIOIATELY ONE -HUILF 1E I411O4T OF TIE BANNER_ 4. ANY SEDNENT DEPOSITS RENAMN IN PLACE AFTER THE SLT FENCE al ALTER OARINER 6 ND LONGER RECIUNED SHALL. BE DREG TD CO NFOIM MIN DOOM OWL PRE'PAIED MD 'SEEDED 17o -o4 bay; NU DIMS TING TOPOGRAPHIC INFO>llMIA TKRI SIAM HEREON ■AS TAKEN FROW A 51L1R°11E1t PREPARED m' EARTH TIROL PROJECT No, 1711. DA TED 3-25-02. SU94. RCED & ten:NwICS. Assumes NO RESPONSMUTY FOR 11FIE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATICS& THE CONTRACTOR SHALL WW1% AS FIRST OM ER OF caresimx iICMt. THE MIDRIZOITAL AND %ER1M :M. LOCATIONS Cr ALL MUM, P011es OF CONNECTION MID r1ED- lATEL.Y HMI' 111E GROOM AMA* EM ER OF WV SOOFWANMT D IS REPEMICY MOON '11QULD PREVENT IVIE C'OMISTRl1C11 s OF THAT OEPIC1ED HEREON GENERAL 1. Notify the Utilities Inspector of 206 433 - 0179 at least 4.8 hours before starting project site work. 2. Request a Public Works utility inspection at least 24 hours in advance by calling 206 -433 -0179. 3. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 4. The Contractor shall have the permits) and conditions, the approved plans, and a current copy of City of Tukwila Infrastructure Design and Construction Standards available at the job site. 5. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner. the engineer, and the City of Tukwila. 6. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards, unless otherwise approved by the Public Works Director. 7. Contractor shall maintain a current set of record drowings on -site. 8. Contractor shall provide record drawings prior to project final approval. 9. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 10. All surveying shall be done under the direction of a Washington licensed land surveyor. Vertical datum shall be NAVD 1988. Horizontal datum shall be NAD 83/91. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. 11. The Contractor shall replace, or relocate all signs damaged or removed due to construction. GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the Bearing limits and install construction entrance. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures occording to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporal y and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cower measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: a. Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. b. Stockpile, on site, enough cover disturbed areas. 7. By October 8, seed all areas that during the wet season (October 1 seeded areas. materials to cover all will remain unworked through April 30). Mulch all UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Power, cable. fiber optics. and telephone lines shall be in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards. and the current King County Surface Water Design Manual. unless otherwise approved. 2. Mork all storm drain inlets with "Dump No Waste and either "Drains to Streams', "Drains to Wetlands - , or "Drains to Groundwater ". as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum: 3:1 slope from the edge of the driveway to the bottom of the ditch_ Culverts shall have beveled end sections that match the side slope. 4_ Coordinate final stub -out locrtions with the Utilities inspector. Provide a wire or other detection device and mark stub -out location with a 5-foot 2 "x4' stake, buried 4 -feet and labeled 'storm' or "drain WATER SUPPLY NOTES 1. The Contractor shall install corporate stops, water service lines, and meters. The City of Tukwila will install the meters. 2. Pressure test all water mains and appurtenances. 3. Flush and disinfe^t new, cleaned, or repaired water mains. 4. Install restrained joints at all bends, tees, and other direction changes. 5. All water mains shall have a blow -off assembly at low point and an air vocuum relief valve at high point of main. 6. Install fire hydrant assembler so it stands plumb and so that the lowest outlet is at 18 above the finished grade. The assembly shall have a dear zone around hydrant of at least 36"' and the pumper port shall face street or fire access. 7. The installer of a fire line bockflow prevention device installed outside the building and underground, shall have a Level 111 certificate of competency or a Level U contractor's certificate of competency. If the installer is different than the backflow prevention designer, then the installer must stamp, sign. and dote the pions, in addition to the designer's stamp, signature, and date. SANITARY SE'+AIER NOTES 1. All methods and materials shall meet City of Tukwila Infrastructure Design and Construction Standards. unless otherwise approved. 2. The Contractor shall mark the end of the side sewer, inside the property line, with a 4 foot pressure treated 2 x 4 buried in the ground 4 feet. The buried end snail have a 2 x 4 Beat nailed to it to prevent withdrawal of the stake. 7 exposed 1 - foot shall be pointed traffic yellow and the depth to the side sewer or tee shall be indicated in block part. r • k CM Wading Days 9efore You Dip 1- 800 - 424 -5555 OD, MORWA) r CAt 0 Z W LAJ Z 5 W 1 U I-- (1) AC LIJ c 0 Z 1L] 547 CU1:! O la OD c'VCn01 C-104 W l ift . ` =4 ' 1 - 3 4 -03 20 02042.00 TZV' • Z EXISTING SHRUBS T REMAIN_ REPLACE ANY 55 D AMAC ED BY CONSTRUCTI01 . / : * ���� D , ©tQ D,�r4►�.` ` Cl i���`''11►`1 -s—�.. A .�,�rr � T..�n�.� � T. * * i t 4/ loge i 40.4 C X020 D �Q �ba►• .• \ � \ ♦ , ► - ♦� ♦ ��♦ �. ♦ \ • � w - - ammo, \ 4 ,4 NOTE: ADDITIONAL (22) EVERGREEN TREES FOR TREE MITIGATION PLANTING FOR 51-1OREL INE MITIGATION ON SHEET L -1.02 WIT APPLICATION )OO(XX FILTER BARRIER PER FILTER BARRIER DETAIL 64-IE E T C-104 2' -3' ROCKERY WALL BY L APING INSTALL PER SPE IFICATIONS SECT ION 330 MITIGATION PLANTING REMOVE EXISTING VEGETATION FILTER BARRIER PER FILTER BARRIER DETAIL SWEET C -104 30 36 • IO 0 53 r LIMIT OF WORK LINE PLANT UST em. aoTAN/Gx 114•01E MSS —INIII MIND 1- _111 BitAL. 1 IC' :r•r..�� C : C1.:. ENies e CIJEINCUS �4t.1D�l4 r r C.EF _.: CR . 3a.1 < 1 ACER �:.: -: ..'.' .C. ►-= _ _' r r r • COMMON c ! - •SC, 0 • �..- �c�..�.• "'• -'='_ _ c v'NE Ir.A 5 - FAIN itM ALDER RED OA OM• sift YEItIrr C sat r Ex'6'1.4• DEC.." 0w01.6 'MEE lExtr G TEE OMB AilettrUS JrEDO rcr1PACrA AZALEA IVER"r NA OBRESIERS T•1614151ERGC VieriSON Prresrir . Ole ecr4 PrGri t' someg RIRr rAttilBERGic 'SPAACE 5•DAACF IBARNERRy ALT BE14eEI 5 x GLADIPNENIPS col roAcr S1* llEMPI r MEE SUM • v . — M 2C" 71111* 311' me( wiimorrs 115 ":-'�• -SEC ads "::.'G -ED e M • BAe 3 ell. 3 S'ErIIS VIBURfs1 M""1 TINJS SPRING BOUQUET ILEX CCITA 'ROTLNDA' ROTUNDA CHINESE HOLLY ~NO MOUNT VERNON LAUREL ,_ . 0 I TAM �• — 7G.w.. y — ...�V�ri+'. E 5 S C C • n+• r r Iv c # `rr ALMS 11 7419.11r :3' CA.. die OR C- Olb:AL ER 7 SAS cogC - EC- 30 -C• CC ROWS "11011C. • L rteb _ E5 L _ E • a'tlCT'ECP PPIIIESENNE II "Pommel' Die 41V Oc. CONTAINER TA 3C O.G. d11e OR CONT.iNElr< 24` QC, d+IB 311` 0..O , 11X_ 30"-Iff CC CISTUS NYBRIDUS L ANSCAFE PLAN ti PLANT' LIST air. BOTANICAL O 0 0 0 0 0 1 __iw .rte SI',e6 (C.[MT. 34 C ' 5'...5 i-rr 3R DI..5 16 G X S.R. ..i.: ' 'CAROL. ^•• �3 C.:.°.-1:E X .. 'SOP'S =' '.� E ..c?v,r 5 :3 ILEX C Cam..'.+ :•:d4 55 42 ILEX C..i�. 'RC�'.iN v � c. " •C7�t: ..CL i.""' "'1°.�C'.�► '*.rit GA CAL CQ E 0 0 10 e 0 IQ e 54 eZZ trom • ANA►•► •iarE wteha4R1 DAvvi1 vl4't T1H4e ms's BOVQUT M ISES SPICAMIDGOVIIR vw• rust PINK LAYANDUAL A GILIST>FOLIA 1C r 4T LADY - 1 MIENS PIMA* LAPICICEIRAINI5 TIO JKT v r' PLASM CALTC840IDES • DAPHNE X • 0 510 20 17. -;''E ROCK Q,. ^5E C &RGI 1~".44:/c. E reawaJE ■ / / r / MYRICA CALICA / .i i PACIFIE WAX MAUL h - / f I ,� / ACER CI vINE p APL i CREEPING . J U / vINt ILEX CORIVUTA 'CARISSA' . M ,► - / CARISSA CI.IIrESE NOLO' /PE UJ E r.._ /' %� BERSERIS TIC ERCsW 'SPARKLE' BARBERRY r f oAvcrs VIBURPAPT SiglIbING1 eCWIL ET VvelURNIrt ICED !R. 4e F==T r._ PINK .EALTwEIR c A T LADY BNGLIS■+ LAWINDER VE01114014 LAUREL NCH SIZE cwMMens 3 • V 4 . 4 .... ',. :4 .% • ' r LA• 14. 30' 1' 311' r"'N. 24' x"644. • - Z 4 . 6' *' OTC. 24` 0C. 24` 0L. W OG. 311' OG. ar 0G. ENTRY SIGN PRACTICE GREEN 6Y OTI.4ERES SOD LALLN • WATER FEATURE 5Y OTWERS 5EE E --8: = Cq rv- • O PLANT UST QTY. OOTAMCrv. — � c * S COMMON NCst K `♦ti K b\ "C • EXISTING LOCATION OF G ERCUS RJBRA'S TD HE TRANSPLANTED 615 CR Cti'_ 34,' C-C. 1315 C 7_36•CC e4B CR C�'_ 30' CC. eAe Aa` CC. 518 36` CC_ 913 36' CC `ER, 36 • C Bee 36' C., dam. 60' C.C. Biel. 36' 0C, 51115. 36' CC, ls11d_ 4$' 0 . did OR CAST'- 311` OMB OR CONT. 311' CC.. CO4tA1NE1! 31k* OTC. ti • TYPE I LANDSCAPE CALCAILATIONS 5'''4EE' '.46E L-F. • r74: TMtimE I LANDSCAPING +ISa,: :. - C4 L F- / • r. S` lu NEa+ E : Ex:ST NG Si•+1aO6 TC IllE.* Aria • NEW SWUM TO BE FIiCM7E'J = TOTAL WISER CAF St•al 1 ""friE i AREA • PARKINS LOT 1.441INCAPC ARIA 11EQAPED APNEA LCS! DV/4E • 12 SQ FT/PAAKI40 VAL.. Q ea. FT_ X Dd PA j STALLS • thelp SQ FT C',P lEfi LANDSCAPIE AREA LANDSCAPED AREA wFAA , LOTFOR 14pR ZOE• 2221 SC FT 1101111192 LANDSCAPE AREA G'►r ZONE w >S SQ Frflamecipa STA 16 SQ IR. x P PARKING STALLS • 2.2316 SO. FT_ 2411 AMEA M MAKING LOT PM C/LIZONE• 4rib SG *t6r xi". • '454 S g" CAF S•D�E:.jrE nt:04 * 4.C• L • • •, • • • • • • • `` • w . C i i THE BERGER PARTMEItcHIP. P i.... w..,Ir r -t Wit 0_06•••••/: t : r F1C441111 teblrfl lw>,vo 4 +r tiot O NN FR City of Tukwila 12424 42nd Ave. S. Tukwila, WA 98168 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 MAIN WY BC, DK C]iFaC1ll WY SS r) 11/05/02 RF1l9fru ,..• -0 TEL 253.833.9877 FAX 253.854.7898 :401 CH I TECTS.COM 14:41 4 i i —y L -1 -01 •.f • ate ��� � �� 4 S` OF w►91ittG'314 LANDSCAPE PLAN NORTH r = 1•-klw LT '1.. yOliiLt 91831 -7897 RIGHTS RP2P.RYPJ) X03.042 2 anr £FQ ' ' 1 iL: Pair amp, • 1 • • • SEE chelL • • I DLIMPSTER PAD EX I STING TREES PRESERVE a PROTECT • • • •■•• ••• ••• ‘S. ....... 4 ) • N • - SEE 4:14 rM AI; AS 57LAZBED EPr COSi.S7R.JCT i ON • • • • • 0 • • • INSTALL GOUhIDCOvERS AS SF:fere° ritA ION ,0 WA %Cal NAIL% 1 1‘i gOnl, 00 c , 1 1 i ' SCORE ROOTBALL 3 PLACES TO V2• DEPTH INSTALL r ABOVE CONTAINER DEPTH (WOUND COVER PLANTING perAIL SCALE: NOT TO SCALE • ......... ••• PLANING FERTILIZER AROUND ROOTBALL BACXFLL W/ APPROVED TOPSOIL VINCA MINOR 14981111941KILE INSTALL FE FITIL IZERS PER MARFACTURERS PECOMMENDATIONS TOP DRESSING FERTILIZER AS SPECIFIED TYPICAL FINISHES) GRADE 2 LAYER SPECIFIED 11,11-C14. VERIFY SAUCER 4. LANDSCAPE PLAN INSTALL l• ABOVE CCNTANIER DEPTH PLACE 2• LAYER OF SFECFED 11,11.04 OVER PLANTING T3ED =ECM% PLACE v• DEPTH 5PECFED PILCH OVER RHODODENDRON ROOTBALLS. BACX:FLL FLAWING PIT WITH SPECFED MIX OF NATIVE AND IMPORTED SOIL MOUND CENTER OF PLANTING prr CMPACT TO eiJECAADE Dean' LIMIT OF WORK L INE WORD-SEEDED LAWN IN AREAS D ISTURBED BY CONSTRUCTION I EX *TINS TREES PTE; DETAIL APPLES TO TREES, SWIMS AND GROUNDCOVER PLANTING& PRESERVE 4 PROTECT SHRUB PLANTIN6 DETAIL. SCALE: NOT TO SCALE BEREIBIS 71 4,111219 1 16111 VOIP15124 P"rairlY" CIRrIOCIN PYGMY nowneurr • lb = I IL: E OE _1 1 1 E7 7 1J 11=111-1+ 1- • le 710 411r PEET • REMOS/E UNTREATED BURLAP FROM TOP 1/3 CF ROOTDALL RIEEPIOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY. CONTAINER PLANTS-6CORE ROOM:IAA-3 IN 3 PLACES TO 1/2' DEPTH. TOP DREW.* FERTILIZER SEE SPECIFICATIONS PROVIDE WATER SAUCER GRADE OF SOL PLANT TAW. QUANTITY ACCORDING TO MANUFACTURER'S SPECFIC.ATIONS. 1)c) 041- EXISTING TREES' PRESERVE 4 PROTECT L • •••., ••• 24• DIAMETER VEGETATICN-FREE ZCNE _ AT BASE OF ALL TREES • • FINISH et* NOM I ; NO TREES PLANTED OVER STRUCTURAL SLAB SHALL BE STAKED. TREE FLAWING DETAIL SCALE: NOT TO SCALE I , 2 STRANDS 6 10 GAUGE NON-GALVANIZED W/ NEW VINYL HOSE OR CINCH TES 2- STAINED WOCOEN STAKES TREES 2-I/2• -3' CAL USE 2 X 4 TES LESS THAN 2-1/2" CAL USE 2 X ; GUY TREES 3" CAL OR LARGER) PLANTING PIT (SEE DETAIL) NOTE: &ERE TREES OCCUR IN LAM AREAS, PROVIDE 3 DIA PU.04 CIIRCLE. • THE BERGER PARTMER5HIP. P 5 Numnier virw-gr-,11, mompipw 1 AWAIT Sraile. WA low, Oa& CAM 421.60111V" Pat 003-042 CC •-• 4. OWNP:lt: 1701 BC, DK C111F‘,72) /ff. ss 11/05/02 ItIFV t5110.`4 Mgr irr •-•-• r r = ar-o- Pram yr VW% 911 , WITIFC.A"T 9C City of Tukwila 12424 42nd Ave. S. Tukwila, WA 98168 TEL. 253.813.8877 FAX. 253.854.7898 -1,19•41,ARX8iRCHITECTS.0014 '7977E' :7 :7 4 11 -14 • . • 1 . •.. 2,, .„-; • .•, T New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 STATE 3F Witai8G704 FECIVRE3 C* 240 LANDSC" APE PLkN SOUTH naceweD arr Ttan•LA Pc 3 Mew Carla ••• IRRIGATION LEGEND •••■•■■ • • • E.- \K-ER RALNE'. \K-ER R,Z. I9PiRN.C.LEN. R . „:„••••• - eCk C311 •-• ..e22.\. *a. 4.ft 4 EAI:2) TO ACC.OMODATE FiNAL TI■E LOCATION_ - F /AN of _ PIPING AND EQUIPMENT IS 51-4CtLN P4 -; i-4ARDSCAPE FOR PURPOSES OF CLAR.1TY. LOCATE IN ADJACENT PLANTER SED. (TYR) %-mssassoahva Isormailopm•emo!' SIP I. Y I . i1/2 1/4 3/4 A • P 41 d a 11 Will4 01, ,v, I 1/4 1 !.14 !Lui ea !Immo. = skr...4 •tz - .32: k3 _7: • 4F - 3.S. . c r . t 1 5 6 : 4 .1.! -42 3 - • A.: d 5 41:5 k 112 1 3 :4 3/4 Q C 3/4 !MO .110111MNII ss• !NW .1.01•• .1•1110. .11.011. 3'4 / / 1 / / / INSTALL h c F'1.S.SLII C..0"v'EN54. / / SCRF_EN5 (PC5-06,0)0N Ti-rESE 5■DE STRIP 4EAD5 C - -4-4TPROSEEDED LAWN /4 GP!'". l'eSe;FE COMPENSATING scr-NI.Pc...5-1,64"; ON a Ti5 soE 5TRiP 1-EAD. vISE AND REPAR E) !FeRIGAT:0\ F CON; 7710N. Fr! SE E v.& - NZ: - SC..* AC $1. 3/4 I 5■••-•.""<"•E Q. K iLYE IMO% '% E SCLAL. 3/4 6,2 •-E tit 57x - O• .5c ON ."4„ : - "4.6 7 FA LAVVV-At. LINE - 2e0C = SM NC'""E nilitart041G - ;. - -51C-EZALLE 'C PV -' Ar"trEve Iti - 047?'"U" - ; CP CCVEle reicArcrudr.-s 614pC., 1 11r - V.F.,•••:"S • 4 4,4N,5 ' =AISNE' - - NFL 11 ■Ea,- 1 4EZ>. VV.: AC. f•C ;4 AC doC 13 .11r° ANC. r • 3/4 3/4 GENERAL NOTES •=104.1 ...00ATIOK 1111 0111P4St. y 3/4 _ • r 'J.. -ATVGLArt. 04E5 ARE wr rams_ • 3/4 • 1, \/!5E ANC' EX.57N6 iRRGAT'ON 70 FRE-CONSTRUCTION COND.7: 3 / 4 I. PC A S . 0 _2 . Or's ..TeS toie C ' .2.0 ... 5 ...jorm. A-- :-"R.4-Nr.-4 he_sokA:1" ==-17 vLAZ.1.4 X CC ■■,C • " . 5-0.1% P. ic•..4=C-5E • Sammirmr.....Eme •-EADS AREAS 50.410ALZ: alE A - ".AJorr"Lr" CP A" FRO" OE= F.." ▪ spurfri AismAS r moo- e =cies 3/4 34* c== Is_ same. 5040404 0 AMICurVr7JIM. SE "LAN rtA'r wirr BE .1131M ACM iM4 INUNE 15 54-1010.1 IN I-4AR:D5C APE FOR GRAPW ICAL CLARITY LOCATE IN ADJACENT PLANTER SED. "P. Ni51 AL_ b GR•1 E55U CO1'1PEN5.4TING SCREENS (PC5-060) ON 7 4 . -EE SI C E STR: C.'...,S;W Z ' M‘. E "=" NE=sta.....ukr• 5.--F"-.2■4"Cs SC 1C C4C+=, 1: C 'C SEEiell■G S.o Ex'ENC rb,* 81E -4AORIC5CAPS. e.gES Nie 6.0C.3.""E PPE NE.I.Ik PE 6 a 1 "Ceterek - S, :WGELL 0,1 SZNO CACE 6.1 P 1 - .1"; 4 1e 0 4. 1 4. • Ilireapill:0 C.0% 4 1111ESPCINOSLE "Ct MINE "etlIME A•..i...1 •.74 611E fC NIDAPE CCVENtAGE 414:1"11411"12E GVILIMPRIAT • VIIPOOdr COWNIEtaCrOR 6 NESPOI6elUE Pat iaP4MICTA'r'CO% CIP IF"r7IV" 11E 1114 1111' SLOWS cur arrucalp•EseED • esourPos r.w.. *?&1 14 A W TM A POOR (. .40.1eS eff,dgere4 1.41.64L.g 110 h. akin LOCAIT TairMalleS , C. AV= CCM !WU 1 .411U4: 10 4 Ca / a *Mat taa. COCIIIDIPIArE LOCAnCP4 at 1141hrelt * RA" GAJGE 40" INIVA6... FIER MIALFACTLORIERS 1■4611111.1C11046 PRACTICE I 1/4 GREEN EY OTI-ERS WATER FEATURE Err OTI-IERS (NLIC) 3/4 . . I I . 3/41r 2 I 9 I 3/4 3/4 I 1/4 I 114 VERIFY CONTROLLER LOCATION IN CLUBI-IQU5E WITA OWNER I! CONTROLLER 11 =1 IN !ROOM 111 (ELEC. 4 DATA) PIP:NG AND .F.WPMENT 15 5-;OtLN 4-tARDSC4FE FOR PURPOSEF.-. OF CLARITY. LOCATE N AD.;ACENT PLANTER BED. I 1/4 INSTALL b PCES5G1i C...CroPENSATING :PCS-C*0) ON T-E.SE SE STRP' ;-',EAD: 1:)0 044, :/4 314 I • /2 1 1 AND GEPA:R EX ST NG 'RR • TO OR*.-. NA_ Pge-CONSTR-ZTON === === === === 1.11 1111111111111 C - C THE BERGFIt PARTVElitthiP. UPC111101111 111.111rart 11Ramim 1F11 e311 IBA 4P‘Vie tr _ 1(.2t**% V.toPt AC 111111.1111=1111111= * 11 Also' 1Por, 1. 111/ • . 4 , 90031.7997 , A • S di lc Ntr 253.113.1177 - FIUL 233.154 .7191 Qin ECTS.0 OPE Vi t r•' s carrs- ipussurcA-saiiimsorvon **, • .14 • • • A. • ••• •• OWN IR City of Tukwila 12424 42nd Ave. S. Tukwila, WA 98168 P1110,1.A. New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 I 4, 1701 111-VX. DFI DF1 r, • TT 01/31/03 IRRIGATION PL\ : NORTH D03-9042 17E5 , ; , • /4 ,INSTALL b Cs�"' PRE55URE C O fPEN5A' fNG 5C (P C5 -062) ON T1415 SIDE STRIP N TIE INTO NEW 2" 3 / 4 3/4 /l !/ 1 / IRRIGATION NIA (NLlfs 3/4 3/4 3/ 3/4 f/ 4 3/4 1 1/4 3/4 i 1/4 / 4 I !NG - 4C ON I - I II I i� F c ."-VsZ :�. c -E \ . y 5 N. III V 314 2 - 1 114 1 3/4 3/4 -e 1 1/2 ■ � 3/4 i i 3/4 r 3/4 ✓ , I i 'f t TIE INTO EXISTING IRRIGATION r iAINL iNE. VERIFY POINT OF GON'NECTION LOCATi'ON WITH OIU'ER iEX"STING TREES PSERVE 4 PROTE :T b •• =, 5 .& .=_N.:.d''rCs !g 'Js 4._ 57/E 5"R‘= 1-E4.5 CN `-»:5 Z...7€- ///— R 4 Ex 5''s6 ,]v 1 l V = 1MM ". ..• LP"' "` CP :JG`‘ZiC -"NE. • I h5`A� L MANLIKE 4ND LATERAL ALONG s c EDC WPA'R DISTURBED AWA5. AFTER IRRG.4T .N TAL1ATIJ1 - 7 7 I . , oro • t :c 44, FEET EXISTS TREES SERVE * PROTECT 1/4. s 3 2 %4 • ••D.�t.S' *'E4.:? 5 TO AG :O"OC A' F'vAL THE EIENGER . P I t*'� arr►+r WM. T ''`rte to st 41 140 11 i , Pa OWNLL City of Tukwila 12424 42nd Ave. S. Tukwila, WA 98168 V1M rJb1-T New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 JCS # 1701 DFI (1.0A W. DFI n ,.z 01/31/03 IRRIC *. \TIoN PLAN: SOUTH ':. 4 mi11GTON 41,a %).C. , } 90031 -7147 1 1 • ` ;TEL 253.$13.8177 - , FAX. 253.854.7899 inmr.aAarAttcHITECTS.COM ate` AIL RIGHTS 11111111:1111$0 .. sr . N = a w D03 / rj _ 4 4 • .G. SG4EMATI C SCALE: N.T.S. VALE INLET PIPE SIZE TO MATS OUTLET F!i- G. REMOTE CONTROL VALE SCALE: N.T.S. C a. Ic1C,0 2' IRRIGATION SERVICE LINE 2 ISOLATION VALVE I" QL!CK C01.0 :NG VALVE VANE IBCX MASTER v4...vE SCHEDULE 40 PVC MA!NLINE i r _i BRASS NIPPLE 1 2" MIN LENGTH BRASS NIPPLE 3" MIN LENGTH QUICK COUPLER VALVE BRASS N IPPL E 3'' MIN LENGTH BRASS 90 ELL PvC MAINLINE --J QUICK COUPLER VALVE SCALE: N.T.S. BALL VALVE MANI.INE SIZE PVC MAINLINE 1 CLET PEA GRAVEL z IRRIGATION SYMBOL del® Icze • 0 c e B . - <NE a. c 7.O -PLER vALVE. NE SC_ ON 1& V: - - MASTER CONTROL — VALvE -MAINL (NE SIZE PVC MAINLINE b" DEPTH 5/8" GRAVEL BRICK SUPPORT AS REQUIRED MA I NL I NE ISOLATION VALVE SCALE: N.T,5. FINISH -1 GRADE 10" ROUND VALVE BOX W/ EXTENSIONS AS REQ'D ROUND HANDLE PVC MALE ADAPTER LEGEND DESCRIPTION S,PRNKLER RAIlvIB:RD 1812-SAM-FRS 1a' VAN SPRINKLER. R.4INBIRD 1812-SAM-PRE. 5 Q, T, 4-1, ' T , T Q. F, VAN SP'R f NiIG.L E R, RAI1Na RD 1E42-SAM-FRS 12' Q, T, + � TT, IQ, F, YA!N SPRINKLER, RAIN413 •I; 1104- SA^" -PRS t5' 0, T. 4-+ TT, TQ, F. VAIN SPR :NKLER. RA'N3 RD *804- 5A,"*"-PRS 12' Q, . 1-- TT, - Q, _ vA\ SPRINKLER.. RAih. RD 1804-SAM-PRE; 0' Q, T, --, =, vAr: SPRNKLER. RANE1IIRD 1 - SAM - PRS B' Q, T •� F, vAi~ SPRINKLER. RANBRD 1a0b- 5AIM -PR5 5 Q RA ">R; PE5 5F-R :E5 E ECTR:C 1W-10TE CON ROL vA.V'E-- °LAST :0 -S; 2 AS I^.v •CX -ED OWN DRAWING_ vA.. VE :7 ET - Z'' 'J vAL VE 5 . 2= °O N CS :o' C7�N 2 ' ;2 ' 5E4v -NE O= ES ' N C- :RR ON •"•LN.,'NE :50_ o ' C O% ' ✓A... v'E :O ° E IR VE F-5 -• v EE SO_ f.^ ` 1 NE - - 5C4 '°'•I,.; L 4R.;._ _ - -Cr Ii. j :CC "'VS" S Af:. 'C :.r .T DQA4hG 4C 00 *.P..:- :x D ACE - ER Cx "." 04 ° :: vEQ CvER .3._. SEE ∎IN 1 014 , i II Gf=11 mAs-reFR. VALVE SCALE: N.t.S. 133, 2b6, 532 '993, 123, :.Bb, 2.48. 2.79, 3 65, 131, 13. :45, 155, 2b SPRINKLER, RA1NB:RD la`2- 5.4"1- 1a G, *, �-: F VAN 39, 53 �9 158 SPR`N*CLER, RAh1B;l ;&2-5J PzZS 8' Q. T, .4, � VAN 1 35, 52, 1.04 5FRNK.LER RAIhS:RD '8:2- 5A."" -°Qv Wf5557, .-LiN ER RCS -55, LCS -515 1.:' .b5, b5, *5 c13, '.24. 'Bb. 2.48. 279 3.7 90 2.!4 2B5 39, 53.. :58 39, 53, 19, l 58 .1, SPR,TNKLER, RArNEs: 1804 -5A:"-cam " 55T.: -; N R RC5 -5'5, LCS -55 :.2'. b5, b5. 65 f 5 ' C.:44. RECTANGULAR VALVE SOX WI EXTENSIONS AS REQ'D FINISH GRADE GALV NIPPLE PVC FEMALE ADAPTER PVC MAINLINE CONTROLLER AS SPECIFIED 120 VOLT ELECTRICAL CONDUIT (SIZE AS REQUIRED) TO 120 VOLT POWER SOURCE PVC LATERAL LINE WALL MOUNT CONTROLLER SCALE: N.T.S. GENERAL NOTES► s - - WALL 24 VOLT WIRE 4N COND..:I1 To VALVES F,NISN FLOOR 1_ PRIOR TO Te-.4E COMMENCE OF WORK, CONTRACTOR M.ST VERF":r A 5 T A ; 'C ;DATER P1E5U'' OF 80 LBS. (PSI) AT T1 -E PONT OF CONNECTION. NOTIFY ARC4- iiTECT OF ANY DISCREPANCY. 2. IRRIGATION CONTRACTOR .5 ESPc' I3'BLE FOR FAO ECTil A-_ UTILITIES ENCOUNTERED Ti.41ROUG.i-i THE SCOPE OF 4•115 WORK 3. ALL D AWfNC -5 D1,4GRAT' "'IATi - .. FIELD VAR :ANCE5 r'lAY OCCL:R_ NOT - ARCi- iiTECT IMMEDIATELY_ 4_ MAINLINE LAYOUT I5 DarTR4:i 1ATic. IT l4$ SEEN 544OWN 'ti .ASC)5CA=E FOR PJRPOSE OF CLARITY. 8. SPRINKLER - EADS IN PLANTING ACAS 54OULD BE A **"..AX:”... "1 0= L` FRO"' BED EDC.S. 5PIZs Erg i.FLAD5 :N LAJN ACEA$ 5� DBE Z~ 7"! BED ED<. 5. 10. :RRiGA'iO N CJs.TRACOR i5 TC FINE 7..'!NE ALL NOZZ - =5 ON 5 E TC INS611 COVERAGE AND 1M'INT CAVE RA`''- 11_ VERIFY C+O►r -'!' ._ER L OCA - 10hi L.774••+ a: NS A;v .AT•IJti JC . �5 t 5. - wzas _ • 14. COIONATE LO CAT -+ice . E ON 0= R""A 9( RAN 1►`r., - 7 •"�r.w PER ''"A ` LF R �v r R'S �/fr. �./•'�. • 15 . SLEEVES ES 5 4 - 4 1 1 '�SA + ~ w w .I 5, - E " VV-' N C - Irk CDNF- -C- FINISH GRADE POP-UP SPRINKLER AS SPECIFIED 1/2" MARLEX 57REE7 ELL 90 DEG BARBED ELL 1/2" SWING PIPE 90 DEG BARBED ELL f —PVC TEE S. CONTRAf:TOR i5 R's, O! S'S...E TO PROVIDE ALL NECESSARY SLEEVING UNDER 4 •- ARDSCAPE5, I.E. ROADS. SIDEWALKS, 5, ETC., WI- 4ET.4ER SPECIF •CAS. X CATED 0h T•4E DRAWINGS OR NOT. SLEEvING SI4OULD EXTEND b" BE"0■ 4 ;AROSCAPE ED b. LOCATE PIPE NEAR PERMANENT 5TRUC ; u 5 Q055:E E, 15. ALONG EDGES OF 5!DEWALKS, ETC. LEAVE PIPE SIZING FACE uP IN TREN(C:• *0 FAC IL TA E REPAIR ALL UINSZED TER•YP 4L LATERAL LINES ARE 3/4" PPE. 1s- 1RR Ca RAC'JR :5 ' O'NS'B_= FIOR ;:.,`'.` !'Q Z,a' :U'N 0 S" 5„'S` 1 CANNEL City of Tukwila 12424 42nd Ave. S. Tukwila, WA 98168 New Foster Golf Links Clubhouse 13500 Interurban. Ave. So. Tukwila, WA 98168 1701 MAIM e1. DFl c�+ 1.Ch....121 e� DFI 01/31/03 N.T D03 -042 L-203 c' r -c - • :IRRIGATION DETAILS NAILING SCHEDULE (per bib 23- 11 -8-1. UiC. 'in CONNECTION NAILING COMMONS 1. JOIST TO SILL OR GIRDER, TOENAIL (3) 84 2 . BRIDGING TO JOIST, TOENAIL EACH END (2) 8d 3. SOLE PLATE TO JCIS" OR BLOCKING, TYPICAL FACE NIAL 166 AT 16 "o.c. 4. SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS t (3) 166 PER 16" 5. TOP PLATE TO STUD, END NAIL (2,` 16c 6. STUD TC SOLE PLATE ( Bd, TOENAIL OR (2) 16d, END NAIL .. DCCE• r STUDS. FACE NA .L 16c A' I2'c.c 8. To; PLATES. TYPICAL FACE (NAIL 16c A- 12 - o.c. 9. BLOCKING BETWEEN JOISTS OR RAFTERS TO Tic PATE, TOENAIL 0 j SC 11 R M JOIST TO TOP PLATE. TOENAIL 8c A" 6 - c.c. . 4;, "It;JlS +- EA:ER. ;M ^cr:c " C '6c • '5"c. : ALONG EACH EXE ''.2 CE �hC XISTS _ - .,,t'E. Ti€MAL (3; 8d '3 CON - N_SEE {I_ E< TO S".: . 'D=NA _ (4' Sd I ;4 ..:�.ir: a: 1: :s.«. :- c v': (3' ' == .c- -_ _w. JCS zev_ qtA"'I re.a fee, r' - 6.: � LI : - : : 7 7.1 -- : i L (* !Iv+ • - c ;_r - ;y%:; TICS "6c A` '.t _ DRAWING SHEET LIST S101 GENERAL STRUCTURAL NOTES & SPECIFICATIONS S102 FOUNDATION PLAN S103 ROOF FRAMING PLAN S104 STUD WALL PLAN S105 S!4EAR WALL PLAN AND SHEAR WALL SCHEDULE S106 SUSPENDED CEIUNG FRAMING PLAN & DETAILS S107 LOBBY WALL ELEVATIONS S10d ROOF TRUSS DIAGRAMS 5l09 FOUNDATION DETAILS 511 ROOF DETAILS Sill ROOF DUALS OWNER'S INSPECTION AGENCY SPECIAL INSPECTIONS AND INSPECTION REPORTS REQUIRED ITEM INSPECTOR REMARKS BEARING SOILS, BACKILL, DRA,NAGE, ETC. OWNER'S SOILS ENGINEER PER SOILS REPORT REINFORCED CONCRETE OWNER'S INSPEC "ION AGENCY PER ACI CODE STRUCTURAL STEEL OWNER'S INSPECTION AGENCY FABRICATION & EREC" ON PLYWOOD ON: WALLS & ROOF OWNER'S INSPECTION AGENCY T EDOWNS OWNER'S INSPECTION AGENCY WOOD FRAMING OWNER'S INSPECTION AGENCY ROOF TRUSSES P.E. FROM TRUSS SUPPLIER TO INSPECT & APPROVE INSTALLATION AND NO COST TO OWNER PROVIDE CONTRACTORS P.E. ENGINEERS INSPECTION REPORT DEFERRED SUBMITTALS BY CONTRACTOR ITEM REMARKS ROOF TRUSSES - MUST HAVE 2x6 TOP CHORD. PROVIDE CALCULATIONS & DRAWINGS FOR TRUSS ROOF SNOW LOADING. SUSPENDED CEILINGS CONTRACTOR DESIGN & BUILD BRACING FOR SEISMIC ZONE 3 HVAC & ELECTRONIC EQUIPMENT BRACING CONTRACTOR DESIGN & BUILD BRACING FOR SEISMIC ZONE 3 CONTRACTOR IS RESPONSIBLE FOR ANY BUILDING DEPARTMENT, FEES INCURRED FOR DEFERRED SUBMITTALS. 1i 22. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ANSI /AITC STANDARD NO. A190.1 AND ASTM STANDARD NO. 1)3737. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4, FL = 2,400 PSI, Fv = 165 PSI. ALL CANTILEVER AND MULTIPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V8, Fb= 2400 PSI, Fv = 165 PSI. CAMBER SIMPLE SPAN BEAMS TO R =2000 FT. 23. LAMINATED VENEER LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER -481. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE WESTERN SPECIES, GRADE 1.8E, Fb = 2,600 PSI, Fv = 285 PSI. 24. PARALLEL STRAND LUMBER SHALL BE FABRICATED IN CONFORMANCE WITH REPORT NO. NER -481. EACH MEMBER SHALL BEAR AN IDENTIFICATION MARK. ALL BEAMS SHALL BE DOUGLAS FIR, GRADE 2.0E, Fb = 2,900 PSI, F = 290 PSI. 25. LAMINATED VENEER LUMBER SHALL BE 1.5E TIMBER STRAND LVL LUMBER MANUFACTURED BY TRUS JOIST MACMILLAN AS FOLLOWS: E = 1,500,000 PSI Fb = 2,250 PSI Fv = 285 PSI. 26. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES ", TPI LATEST EDITION, BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM CHORD DEAD LOAD TOTAL LOAD 25 PSF (TOP CHORD 2x8) 10 PSF 10 PSF 45 PSF MINIMUM PLUS HVAC LOAD WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS COMPLETE WITH STRESS DIAGRAMS FOR REVIEW TWO WEEKS PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER. STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, GIRDER TRUSSES; OVERFRAMING, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP -DOWN TRUSSES, ETC.). SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE FOR ALL TRUSS TO TRUSS, TRUSS TO GIRDER TRUSS AND FOLDING PARTITION SUPPORTS AND CCNNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 27. PLYWOOD SHEATHING SHALL BE GRADE C -D. EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH U.B.C. STANDARDS NO. 23 -2 AND NO. 23 -3. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. 28. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITH CONCRETE OR MASONRY AND ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE- TREATED WITH AN A.W.P.A. APPROVED PRESERVATIVE. 29. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. C2002. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "U" SERIES JOIST HANGERS. ALL DOUBLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS. ALL TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U- SERIES HANGERS. 30. ALL WOOD FRAMING DETAILS - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH TABLE 23- I1 -B -1 OF THE UNIFORM BUILDING CODE. B. AT SAWN TIMBER JOIST AREAS: PROVIDE CROSS- BRIDGING AT 8'- 0 "o.c. MAXIMUM SPACING AND SOLID BLOCKING AT BEARING POINTS. PROVIDE DOUBLE JOISTS EACH SIDE OF OPENINGS UNLESS DETAILED OTHERWISE. C. PROVIDE DOUBLE JOIST HEADERS AND DOUBLE JOISTS EACH SIDE OF ALL OPENINGS IN ROOFS UNLESS DETAILED OTHERWISE. COORDINATE SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. D. PROVIDE 6x12 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD BEARING WALLS NOT DETAILED OTHERWISE. E. PROVIDE SOLID BLOCKING FOR WOOD COLUMNS AND MULTIPLE STUD POSTS TO SUPPORTS BELOW. F. PROVIDE CONTINUOUS SOUD BLOCKING AT MID - HEIGHT OF ALL STUD WALLS OVER 10' -0" IN HEIGHT AND FIRE STOPPING AS REQUIRED BY CODE. G. TOENAIL JOISTS TO SUPPORTS WITH (2) 16d NAILS. ATTACH ALL BEAMS AT THE ROOF EXCEEDING 8' -O" IN LENGTH TO SUPPORTS WITH SIMPSON ST292 STRAP EACH END. H. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH SIMPSON "U" SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE. WALL FRAMING ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x6 STUDS 0 16 "o.c. AT INTERIOR BEARING WALLS AND 2x6 0 16 "o.c. AT EXTERIOR WALLS. J. INDIVIDUAL MEMBERS OF BUILT -UP POSTS AND BEAMS SHALL EACH BE ATTACHED WITH 16d NAILS AT 12" c.c. STAGGERED. K. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED T; THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. L. PLYWOOD ROOF SHEATHING UNLESS OTHERWISE NOTED ON PLANS SHALL B'_ LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d COMMON NAILS 0 6"o_c. TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND 0 12"o.c. TO INTERMEDIATE SUPPORTS. TOENAIL BLOCKING TO SUPPORTS WITH 16d COMMON NAILS 0 12 "o_c. UNLESS OTHERWISE NOTED IN THE SHEARWALL SCHEDULE. M. PROVIDE (2) 2x10 HEADERS OVER AND DOUBLE STUDS EACH SIDE OF ALL OPENINGS IN STUD NON BEARING WALLS NOT DETAILED OTHERWISE. ATTACH WITH " SIMPSON STRONG -TIE" P.C. POST CAPS OR EQUAL N. PLYWOOD WALL SHEATHING SHALL HAVE SOUD BLOCKING AT ALL EDGES. O. ALL WOCC STUD WALLS SHALL BE BOLTED TO CONCRETE W,TH 1/2" DIAMETER ANCHOR BOLTS x 10" 0 4'- O "o.c. W/ 2" SQUARE CUT WASHERS UNLESS SHOWN OTHERWISE. P. PLYWOOD NAILING: (USE UNLESS GREATER NAILING IS DETAILED OR SPECIFIED) ed COMMON NAILS 0 6 "o.c. AT SHEET EDGES $d COMMON NAILS 0 12 "o.c. AT INTERMEDIATE BEARING POINTS 0_ PROVIDE HAILERS AS REQUIRED BY GWB SUBCONTRACTOR. • 0 lab GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS NOTED OTHERWISE ON THE PLANS) CRITERIA 1. ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE. DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE, (1997 EDITION). 2. DESIGN CRITERIA ROOF LIVE LOAD 25 PSF. SNOW DRIFT PER CODE MECHANICAL UNITS We'9hts furnished by manufacturer WIND 80 MPH, EXPOSURE "B" EARTHQUAKE ZONE 3 ALLOWABLE SOIL PRESSURE 2.000 PSF (Compacted fill) RESPONSE MODIFICATION FACTOR (R) 5.5 SOIL PROFILE FACTOR (SD) 0 36 IMPORTANCE FACTOR (I) 1 0 SEE PLANS FOR ADDITIONAL LOADING LRITERIA. 3. STRUCTURAL DRAWINGS SHALL BE USED i•a CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIF 7 DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO HE MAf MAKE PROPER REVISIONS TO THE WORK. COMMENCEMENT OF WORK INDICATES CONTRACTORS REVIEW IS COMPLETE. 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. 6. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 9. SHOP DRAWINGS FOR REINFORCED CONCRETE, GLUED LAMINATED MEMBERS, LAMINATED VENEER LUMBER (MICROLAMS), PARALLEL STRAND LUMBER (PARALLAMS), AND ROOF TRUSSES SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF THESE ITEMS. 10. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, AND THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE CF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, THAT HE DEMONSTRATES HIS UNDERSTANDING BY INDICATING WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING ROOF TRUSSES, AND SUSPENDED CEILINGS SHALL INCLUDE THE DESIGNING PROFESSIONAL ENGINEER'S STAMP. STATE OF WASHINGTON AND SHALL BE APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGN ENGINEER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS iMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE SUPPLIED WITH THE SHOP DRAWINGS. GEOTECHNICA . 11. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTL` WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRACE. FOOTING DEPTHS AND ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SODS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT #457/003.10 BY LANDAU ASSOC, CONTAINED 'N SPECIF'OATION BOOK. ALLOWABLE SOIL PRESSURE 2,000 PSF, MINIMUM. 12. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f'c = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 6 SACKS OF CEMENT PER CUBIC YARD FOR DURABILITY AND NO MORE THAN 5 GALLONS OF WATER PER SACK OF CEMENT. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR - ENTRAINED WITH AN AIR- ENTRAINING AGENT CONFORMING TO U.B.C.. 13. REINFORCING STEEL SHALL CONFORM TO ASTM A615, (INCLUDING SUPPLEMENT S1) GRADE 60, Fy = 60,000 PSI. ALL CONCRETE SHALL BE REINFORCED. 14. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 -89 AND 318 -89. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS (2 -0" MINIMUM). PROVIDE CORNER BARS AT ALL WALL INTERSECTIONS. LAP CORNER BARS 30 BAR DIAMETERS (2 -0" MINIMUM). LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL MESH (MINIMUM OF 8 ") AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS Si CIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 15. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELO• GRIUND) OR WEATHER ( #6 BARS OR LARSER). _ . . ( #5 BARS OR SMALLER) . . . 16. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS. FEATURE STRIPS. COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE AND PRECAST. 17. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPRCVEO MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PJBUS iED RECOMMENDATIONS. MINIMUM STRENGTH SHALL BE 5000 PSI. SIEF 18. STRUCTURAL STEEL DESIGN. FABRICATION, AND ERECTION SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION ANC ERECTION OF STRUCTURAL STEEL FOR BLILDINGS ". ,LATEST EDITION, PLUS ALL REFERENCED CODES. 19. STRUCTURAL STEEL, INCLUDING PLATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM A36. Fy = 36 KS!. STEEL PIPE SHALL CONFORM TO ASTM A - 53, TYPE E OR S. GRADE B. Fy = 35 KSI. STRUCTURAL TUBING SHA__ CONFORM TO ASTM ASOC, F' = 46 KSI. BOLTS SHALL CONFORM TC ASTM A307. EXPANSION BOLTS SHALL BE "HILTI" OR APPROVED ECUAL INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBL RECOMMENDATIONS. 2C. AL WELDING SHALL BE IN CONFORMANCE WITH A.SC A'$C AC'S STANDARDS AND SHALL BE PERFORwEC BY W.A.9_0_ CERTIFIED WELDERS USING E70 -xx ELECTRODES. ONLY PREQUAUF1ED WELDS AS DEFINED B A.W.S.) SHALL BE USED. 21_ FRAM N" LCMSER BE K ;,N OR ED OP MC - 15, AND 0RA:'_D AND MaR'(EC w CONFCPMAyCE W 'F. w C.L.G S ■RA,D,'tiG R,;LES FOR WES` COAST L.;MBEP N:. ' 6. .R E)'T'CP_ r,JR`1SH TO '-4E W'1r MJM STAYDARDS: BEAMS A VC S' R rG E RS POSTS A♦O - iIN3ERS JOISTS (3: rl_MBERS: 2x6 S ADS A - BEAR;LG WALLS & SHEAR WA-S TOP AND ecrow P..A'ES A" BEARtP G WALLS BOLTED S ".::'S. AMC PLATES MISC. UGH' FRA*NG TOWER ST J CO ''Gi.A5 F tit _ IDQvG,.AS FiR '_ (3) (73 -o�-z Kt .+ IR NC, 1. h-tM - : - M: _ • OR C C -LAC _ DC..C..AS c:R CC ..G..AS FIR, r4. 2 F:r -; * CA DOL G AS RR 3. 2. LS` S'..OS • 3 • 4- • 3" 2" 1 -1/2" • :• • - - .. 4r"■ 44. % 1 - =:,;: ' i . 3 ✓ ` .. y t J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112TH AVENUE N.E.. SUITE 100 BELLEVUE WA. 98004 PH: (425) 454 -7137 FAX: (425) 637 -2949 E -MAIL: OFFICEOJOHNSONENGINEERS.COM OWNER: City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PROJSCr- New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 JOB j. 1701 DRAWN. Bnr: BL anti= WY- CJ DAM 01/30/03 1ttiors: GTON 96G3D -7897 TEL. 253.513.66 FAX. 253.3.51.789E ..RCHI rEcTs COM `vows 1 0.22-03 al l RIGHTS RESER TD PERMIT CORRECTION 03/11 - 03 >� 1./ General Structural Note= D03 •042 Plea V1t S -10• I1 0 (...____,/, CF a 0 13 -5109 a 2 r 7 -S109 • 20' -0" )4 F5.0 , rTh j,„): J • Csr) 40' -0" ! 1 e SLOPE TO DRAIN 1%, TYP. TYP 13 -S109 6 s �S HD14A SIIA. 68 - C" - 11 MULTIPLE STUD POST TYP. AT HQSPI. LO8BY. SEE S -107 & -104 F10x5.5 14 -5109 2 -S • 2 - C 16' -2 " 1 ( I 2 0 ao HVAC PADS - SEE OTHER DRAWINGS FOR DIMENSIONS AND EXACT LOCATIONS. SET LEVEL. FOUNDATION PLAN 44' -10" 1w wC� 13- S109 .45 " -5 1/2" -- _ _..r F5.0x2.5 C, TYP. 13 -S109 J 4, 3 1/2" HIGH CONC. HOUSEKEEPING PAC. VERIFI EXACT SIZE WITH MECH. CONTRACTOR PRIOR TO FORMING. 7 -S109 S F7'- 0 "x2' -0" F5.5 �S+ 4" CONC. SLAB ON GRADE WITH FIBER REINF A 140 0 18 "o.c. EW OVER 4 GRANULAR FILL COURSE OVER 10 MIL VAPOR BARRIER OVER r DRAINAGE COURSE SEE SPECIFICATION SECTIONS 02300 AND 03300 FOR ADDITIONAL INFORMATION PER SOILS REPORT. MAX SOIL BEARING =1500 PSF r r r r 0 +� S r F3.0 1 ,..1 1 1 1/4 I „' I I' I II j I L F3.0 I 8 3.0 "ti SE" GEE' i(A_ S - ;_ c 'tic - ~S CA SEE ARD-1 C• :,S_ANC cT.4; 21v :3.S •'OR DIME4S. '.:'NS. ELE•A` ON! AND ^ *►-ER 10.: 4.4 CA. T S Q�S Atr� = •A' C,hs s *i, WERE - AKE% ►R; V NA* ��'� CC,N' COC S..A_ 'I :* A IMFQKNA - iOV S••:. ►♦ A -� G " -4 E :. C �•CS r S' �• . ALL iYIr/ED AT .! R•, =O Ahv IEISCR: ES TO - rE E`:AINEE�*. SC .04 ' A4.404 AD..J 6 NrrE S . 5110E'o A..x$ AN;. E Ir - RT' CCA.C.RE7E S <A 35 PACT S&•Owr r OR OAR' `• - SEE Arc SNEE 's FOR ADDr IONAC n�O4My►T?a.. ▪ SEE ELEC'rR'CA__ YE:>'vAWCAL ANNO K7C) 1 DRAWINGS rOR £COr•1ON . 1110RK 5' ►.. E� w OR LN€ER SLA8 . R SEE C.Y. cRA*;'. S re; 74lcoQtaATON RE ARO4 G r1/4 SLAB OM GRADE DRAINAGE AN FOOT'S S''EY WAL.. 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SEE OTHER DRAWINGS FOR EXACT LOCATION I AND SPECIFIC INSTALLATION INFORMATION. `')< rt 47 -5109 1. 25' -O' F7'- 0 "x2' -0" PHO5 F3. lc( 16 -S109 C a 17 -0 FLOOR JOINTS AT THIS AREA BRONZE FINISH 28 -D" 4' 11' -0" 41 3-S1 09 co ca 22' -0" -SMOKER PAD - SET LEVEL SEE OTHER SHEETS FOR APPROXIMATE SIZE. \ -1- CONCRETE CONTROL JOINS SEE 8 -S109 15 -5109 22'- Q #9-1344--07., - a t • • -- SVAC PADS - SEE OTHER DRAWINGS FOR DIMENSIONS 0. AND EXACT LOCATIONS. I SET LEVEL. -co;vl -r" -A wry.: • .. • • • • -4 L 7-S • • ut a ' a N, 0 cv 0 -14 0 rE " - ' \ ) J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112TH AVENUE N.E., SUITE 100 BELLEVUE WA. 98004 PH: (425) 454 -7137 FAX: (425) 637 -2949 E -MAIL: OFF10EOJOHNSON ENGINEERS.COM oWx11I0.: City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PROJlcI': New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 cos • 1701 DRAWN NY: BL ccuD WY: CJ 01/30/03 DNS. Lt PERICT CORRECTION 03 '03 soy rims. Foundation Plan SOLL 1/8 ~= '1� -0" D03 -04Z p w! S-102 ON 980.V-7897 TEL 253.813.8877 F AX. 253.954.789€ A.RCHI TECTS.COM ALL RIGHTS RESERNTD ., FOOTING SCHEDULE '00E; S:2E 1' -6' i -6` t 'C` 1.7E GR6C (2 # 4 9C'"". E. dAR, F'.5 F2.0 2' -C' i 2 -3 it •C' (3:• #4 BC E -• F2.5 2' -: it 2 . 'C` i4, #4 BC" E.. i3.0 3; -. i 3 • •C ■`,. # BC E... 1 F!.: 1 3' -E" w 3 -6" ■ "2" ‘6; f- >IC :._* F4:, i 4' - c' r 4' - 3' • '2' (6• #5 9C"" E. « • F5.7. 5 . c i •2 Via; 95 C. Es 1 PS.N2.5 5 . 2 -6' I 'C' f5 • 7 2 1 'o.c OCT'- E • F5.. 5' -i * 5 - G . . 1'4' (*ti /5 ecr, Ell 17..01124 r-o' s 2 -O i ' 2• r5 • 12 - .,,c. ear. E.■ F4412.0 a•-c• . 2'-0' . 1r 11 • tr'.,,c. qtr. E-• f IONS.5 1 1O'-C" . 5 a , 2- 1 • t 2'._:. 8Gr. E.111 I1 0 (...____,/, CF a 0 13 -5109 a 2 r 7 -S109 • 20' -0" )4 F5.0 , rTh j,„): J • Csr) 40' -0" ! 1 e SLOPE TO DRAIN 1%, TYP. TYP 13 -S109 6 s �S HD14A SIIA. 68 - C" - 11 MULTIPLE STUD POST TYP. AT HQSPI. LO8BY. SEE S -107 & -104 F10x5.5 14 -5109 2 -S • 2 - C 16' -2 " 1 ( I 2 0 ao HVAC PADS - SEE OTHER DRAWINGS FOR DIMENSIONS AND EXACT LOCATIONS. SET LEVEL. FOUNDATION PLAN 44' -10" 1w wC� 13- S109 .45 " -5 1/2" -- _ _..r F5.0x2.5 C, TYP. 13 -S109 J 4, 3 1/2" HIGH CONC. HOUSEKEEPING PAC. VERIFI EXACT SIZE WITH MECH. CONTRACTOR PRIOR TO FORMING. 7 -S109 S F7'- 0 "x2' -0" F5.5 �S+ 4" CONC. SLAB ON GRADE WITH FIBER REINF A 140 0 18 "o.c. EW OVER 4 GRANULAR FILL COURSE OVER 10 MIL VAPOR BARRIER OVER r DRAINAGE COURSE SEE SPECIFICATION SECTIONS 02300 AND 03300 FOR ADDITIONAL INFORMATION PER SOILS REPORT. MAX SOIL BEARING =1500 PSF r r r r 0 +� S r F3.0 1 ,..1 1 1 1/4 I „' I I' I II j I L F3.0 I 8 3.0 "ti SE" GEE' i(A_ S - ;_ c 'tic - ~S CA SEE ARD-1 C• :,S_ANC cT.4; 21v :3.S •'OR DIME4S. '.:'NS. ELE•A` ON! AND ^ *►-ER 10.: 4.4 CA. T S Q�S Atr� = •A' C,hs s *i, WERE - AKE% ►R; V NA* ��'� CC,N' COC S..A_ 'I :* A IMFQKNA - iOV S••:. ►♦ A -� G " -4 E :. C �•CS r S' �• . ALL iYIr/ED AT .! R•, =O Ahv IEISCR: ES TO - rE E`:AINEE�*. SC .04 ' A4.404 AD..J 6 NrrE S . 5110E'o A..x$ AN;. E Ir - RT' CCA.C.RE7E S <A 35 PACT S&•Owr r OR OAR' `• - SEE Arc SNEE 's FOR ADDr IONAC n�O4My►T?a.. ▪ SEE ELEC'rR'CA__ YE:>'vAWCAL ANNO K7C) 1 DRAWINGS rOR £COr•1ON . 1110RK 5' ►.. E� w OR LN€ER SLA8 . R SEE C.Y. cRA*;'. S re; 74lcoQtaATON RE ARO4 G r1/4 SLAB OM GRADE DRAINAGE AN FOOT'S S''EY WAL.. PENETRATIONS A' APPROXAMT'ELY 5C -0 OM CE14''ER_ REFER sreuCT4 DETAAAS F'0R A 019631 P'9 PENETRATIONS Ilk VIM/ 'Au. ANC °+RIDri'toE RE1I OACING AS IIEOUIREC_ LOCATE PENETRATIONS TO Ay= o'OoT LOIZS OR CIPT>CAI. 9 r04.1.0111 TNIE RECOIIINIEM AT ►>II')IM CV INC SOILS REP'OIr - 1- , 111101116UNI 2' -0' CONIPAC FD SIWUCTUOAL rlu.. u IXR A;,. 1oo7INO3 aim race SAS IMPACT TO ASR: CONIIP0a10116 PER SOWS. 25' -O" .1 25' -0" 13 -5109 r r 7 -5109 r r 3- 51.0 EX fiEA: !►• 4._S As:CY ` 'h:,S 5•.;;w' ARE 2 ' 6 S - JDS 0 '6 - c.c. 1'_0. a ♦C A W_C- ULVC1. Ptp:'RA' 5! - �^w\ :0 AL_ VEC►+. Na: B r-4 OF T; SAY MM ?R S C. 5KA - ES CON JIC 5'S. SEZ ARCI- T_C P.AI.- 13 -5'09 r r r 25'--0" LINES TO D01*IO* REINFOACAIG. F3. r► ____.,I -- INDICATES APPROXIMATE LOCATION OF \ 13 -S109 UNDER SLAB PVC SODA SLEEVES. SEE OTHER DRAWINGS FOR EXACT LOCATION I AND SPECIFIC INSTALLATION INFORMATION. `')< rt 47 -5109 1. 25' -O' F7'- 0 "x2' -0" PHO5 F3. lc( 16 -S109 C a 17 -0 FLOOR JOINTS AT THIS AREA BRONZE FINISH 28 -D" 4' 11' -0" 41 3-S1 09 co ca 22' -0" -SMOKER PAD - SET LEVEL SEE OTHER SHEETS FOR APPROXIMATE SIZE. \ -1- CONCRETE CONTROL JOINS SEE 8 -S109 15 -5109 22'- Q #9-1344--07., - a t • • -- SVAC PADS - SEE OTHER DRAWINGS FOR DIMENSIONS 0. AND EXACT LOCATIONS. I SET LEVEL. -co;vl -r" -A wry.: • .. • • • • -4 L 7-S • • ut a ' a N, 0 cv 0 -14 0 rE " - ' \ ) J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112TH AVENUE N.E., SUITE 100 BELLEVUE WA. 98004 PH: (425) 454 -7137 FAX: (425) 637 -2949 E -MAIL: OFF10EOJOHNSON ENGINEERS.COM oWx11I0.: City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PROJlcI': New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 cos • 1701 DRAWN NY: BL ccuD WY: CJ 01/30/03 DNS. Lt PERICT CORRECTION 03 '03 soy rims. Foundation Plan SOLL 1/8 ~= '1� -0" D03 -04Z p w! S-102 ON 980.V-7897 TEL 253.813.8877 F AX. 253.954.789€ A.RCHI TECTS.COM ALL RIGHTS RESERNTD ., � 0 -5110 -Si" r S.G.T. S.G.T. G.L. 5 1/8 x 18 4 19 -5111 2 - 5111 24 -S110; 23 -S110 TYP RIDGE 11 -S111 G.T. 014' R G.L. 5 1/8 x 16 1/2 2 -S111 PSL 5 1/4x11 PSL S 1/4111 1/3 23 -5110 I \ 24-5110 3-S111 GL 5 1/8 x 2 -S111 4 -S110 !L jl -S110 I � 4 -5110 10' 10-- R B t PSL 51/4 x 12- 1 -5110 J III I I I 3 -5110 T \ \\<%, \.,\,- q,k 7 -Si ID 1 -S' 10 PSL 5 1/4 x 11 7/8 SEE A -112 FOR EXACT J DORMER LOCATIONS. TYP. ---' .f r - -ME; • S - 'It • '6's I': EA S CEILING FRAMING PLAN (C*T3t WRY LEVEL) r /a' =1 `-0' 14' R aw . TL 11 -5111 \ 14' IL 2- -5111 � • ;1- / II tO ST6 TYP_ THIS WALL ; ti 16 -S110 17 -5110 .111•11111111.1.1M. 2-S110 x C.,i 2 -5110 x 12 -- BC OF BEAM • 24'-C" C - �. .� . -s , - 1 J - SIM 1 -S110 7 -5110 24' LEVEL FRAMING PLAN CD r. am r.. an.) , ir.r-r OPENING FOR CHIMNEY VERIFY EXACT LOCATION AND SIZE PRIOR TO INSTALL 1 -5110 NOTES: 14'R. G.L. 5 1/8 a 16 1/2 t . SEE GENERAL S'RUCT NOTES ON SHEET 5' 'v. Sr[: ARM DOW PLA• FOR O'r1v,Aac awesome. G.T. L i ROOF FRAMING PLAN 1 ,•8,_ ..-D- 2. ' , ! 1CA - E5 ERFRIIM 3. 4 - - 'K CA :S 2x MA 41 ACT:j2 T+T_SSE S • 2t 1T14 2 x8 TCP CHORDS 6. hi- C. . 6. 4 - NC CA LS PQO►'J( M`.L?P..L 5 ".A5 A wAw EA:- END MINIMA SA1• Wt AS s "- Pi.;,S 5. 11111111El INCACA - ES WN'_;tcx BEA ;Nc r I. E'ER' Rx + - s a_� - 6. Tr CA.. 4 &-EP S 5t• . 7 f C :.. 7: _ - :;,CRSA E . =A';} CEL MOW _ w . MEMBER'S PR 0 S.3BM - .0 " a_� ^ . s 1a a;s r:s R�•T. MOO .. `+3Yr Cox TC • Jt _ !11Cr NC -MICA. E NGNEER. 5'?.JC EN NIEER. • 1 TRUSS dna 70 DIEM & 1ErA6. Ilta 11115StS For Ai= MON SOr''S PO AO; DDS. t 011191ED SNOW LO c PEI 118E I FOLDING PARTITION 1OPSF DUO LOAD. MAX, ALLOW DEFLECDON =I /R' TOTAL FOR ANY TRUSS SUPPORTING FOLDING PARTION. 12' . �1YP. 48" Oh �■" SEE A -112 18 -S110 20 -5110 18 -5110 22 -5110 - --- -- — --- I - - - - -- 1 -5 (i) SIM 7 -5110 I 4 -5111 `I 1 1 I ! Ci I 24" 0.H. 0 SMOKER SEE A -112 5110 -s110 TYPICAL ROOF SHEATHING APPROX 3 4 "x3' -4" EXIT OPENING FOR DUCT VERIFY EXACT LOCATION AND SIZE PRIOR TO INSTALL SEE IA. Q & A SHEETS. RIDGE 12' t I • 0,0 011-42-. .f ------ -..„ . 15,' 8 PLYWOOD OR O.S.B., SOLID BLOCK ALL SHEET EDGES W,' 2x4 FLAT BLOCKING. INDEX 32/16. LA.D UP W/ < FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END i JOINTS. NAIL AS FOLLOWS: __ Q ►APH' = • I ' I •Y AND OVER EXTER OR WALLS AND SHEARWALLS 10c 0 4 %.c. ALL SJPPORTED EDGES " Od 0 6 - c.:. 1Od 0 12 "o.c. S.'EAT - 7-iE TOP or A;.1 RCOr - +?JSSES w/ P;YWOCC. LSE C:.MV.:►A NAILS. it e, 7 • 7 % C A;ti ski : • ' .7::..`�i.�"R. Y' .Y •S k. a- • . c • • • ti f -- AD) \ E) --inN . p J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112TH AVENUE N.E.. SUITE 100 BELLEVUE WA. 98004 PH: (425) 454 -7137 FAX: (425) 637 -2949 E-MAIL • OFFICE•JOHNSONENGINEERS.CO$ OWNER: City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PRarscr: New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 409 p. 1701 Dri4WN IT: BL Br: CJ an 01/30/03 I N: PrRY:T CORBECT1ON 03/ 1 1 03 sear erns Roof Framing Plan MAUL 1/ ~ -1 -0 D034M2 • S-103 • TON 960,7897 TEL 253.813.88T7 FAX. 253.354.7898 ARCHITECTS_COM .AL.. RIGHTS RIM RtiED STUD WALL SCHEDULE ViARK sruc sia & SPACING SPECIES • REMARKS A ( .* 21E 0; ro. M AX ECTLY OW EACH TRUSS p O 4; ST40 GRADE 1 2NE ■ 16 c. Dr OR 'Ir ST:.:0 GRADE :2'" 2v6 • 24 I ! _ -r 1 D. T-D GRA.1E „ Lst. • • . 0 "6 .1 c.c. F b= 2250 PS . 1 L.S. • ' '2 v " - '5 • 'fi-o,-.... ! i Fb= PS. a (Th m L 0 E\ 0 - - - - - - - - - - - - /A \ ri / £1 /6\ STUD WALL PLAN t. SEE GENERAL STRUCTURAL NOTES ON SHEET S7. • • A 'A". vm /A\ La a] A\ 1111= escocA vs:IAL sr-c •Ak- NO CwESoGNA SP*44..- SE . 0 a a a 0 a o _ Pt? r • • - c tfo PP.-AN It rt.; • , • •t• ! • 4. " %; • 171 Irt VO, • .••■•• • A -.dr ••-t • - DAVID A. CLARK PLLC J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112T1t4 AVENUE N.E.. SUITE 100 Pint WA. 98004 454-7137 FAX: (425) 637-2949 E-tML 0111FICE4WOHNS0NEN0SNEERS.00611 City of Tukwila 12424-42nd Ave. South Tukwila, WA 98168 PODJECT: New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 BL CHECKED N CJ DA1E 11/04/02 IIVASOC& ger int.s. 253.813.8877 FAX. 253.8547898 I TECTS.CON mars lourap S W A LL D03-042 98031-7897 SHEAR WALL SCHEDULE MARK SHEATHING PANEL EDGE BLOCKING PANEL EDGE NAIL (STAGGERED) FASTEN DOUBLE TOP PLATE TO FRAMING ABOVE ' SILL PLATE ATTACHMENT SILL PLATE ANCHOR TO CONCRETE SHEAR WALL CAPACITY 15/32" PLY. or O.S.B. ONE SIDE FLAT 2x4 10d 0 6 "o.c. A35 0 20 "o.c. TO SINGLE ROW BLK G OR TRUSS 2x 5/8 "1 x10" A.B. 0 48 "o.c. 279 Ibs /f• 1P1 -61 15/32" PLY. or O.S.B. ONE SIX 3x NOMINAL 10d 0 4 "o.c. A35 CUPS 0 12 "o.c. TO SINGLE ROW BLK G OR TRUSS 2x 5/8"0 x10 A.B. 0 18 " o.c. 418 lbs/ft P1 -4 15/32" PLY. or 0.S.B. ONE SIDE 3x NOMINAL 10d 0 3"o.c. TWO ROWS A35 CUPS • 20 "o.c. TO SINGLE ROW BLK'G OR TRUSS 2x 5/8 "0 x12" A.B. 0 12 "o.c. 545 lbs /ft 1P1 -3 15/32" PLY. or O.S.B. TWO SIDES 3x NOMINAL 104 0 4 "o.c. TWO ROWS M5 CUPS 0 12'o.c. TO SINGLE ROW BLK'G OR TRUSS 3x 5 /8 "f x12" A.B. 0 24 "o.c. 836 lbs/ft 1P2 -41 15/32" PLY. or O.S.B. TWQ SIDES _ 3x NOMINAL 10d 0 3 "o.c. TWO Rows A35 CUPS 0 9"o.c. TO SINGLE ROW BLK'G OR TRUSS 3x 1 • 5/8'0 x12" A.B. 0 18'o.:. I `�" 10% Ibs /ft P2 -3 r L - C I SHEAR WALL PLAN PLAN VIEW SHOWN AT UPPER WINDOW LEVEL, APPDX 32' AFF. P2 -41 0 1u IL � a a a D a a a 1P -3 1 IP2 -31 o � 71 P' -6 1P2 -31 a U 0 P. -6 0• - - a� • AT TOWER, EXTEND PLY SHEARWALLS UP AND EXTEND HORIZONTALLY AS WALLS PENETRATE ADJACENT ROOF LINE. P1 -3 SHEAR WALL PLAN SHINC&AIL 1111 VW i 12 -S11O FOOD SERVICE EQUIPMENT AND HVAC RELANp NOTES: 1. SEE SHEET M -201 AND "Q" DRAWINGS FOR REQUIRED OPENING IN EXT. + INT. WALLS. PROVIDE HEADERS PER SCHEDULE OR AS INDICATED. (4) P034- SHEAR WALL NOTES: 3. ALL ANCHOR BOLTS SHALL HAVE 2" x 2" x 3/16" ?LATE WASHERS. 4. SOLID BLOCK ALL UNSUPPORTED PANEL EDGES PEP SHEAR WALL SCHEDULE. S. NAILING APPLIES TO ALL PANEL EDGES, TOP AND BOTTOM PLATES AND EDGE BLOCKING. 6. STAGGER EDGE NAILING AT ABUTTING PLYWOOD EDGES. 7. USE COMMON NAILS AT PLYWOOD SHEAR WALLS. 8. FIELD NAIL PLYWOOD SHEAR WALLS 0 12 "o.c.. 9. FACE NAIL PLYWOOD TO EACH MLLT STUD AT NOLDOWN LOCATIONS WITH SAME EDGE NAILING PATTERN. I(; PREDRILL HOLES AT 2 'o.c. NAIL SPACING. 11. AT 2 SIDED PLYWOOD SHEAR WALLS, STAGGER PANEL JOINTS ON EACH SIDE OF THE WALL. 12. ALL SHEAR WALLS STUDS SHALL BE 0 16"o.c.. 13. SEE A SHEETS FOR PLATE HEIGHTS. 14. ALL ANCHOR BOLTS SHALL BE FULL DIAMETER. NO REDUCTION ALLOWED. SEE GENERAL STRUCTURAL NOTES SHEET Si. 2. 1P1 -31 INDICATES SHEAR WALL TYPE PER SCHEDULE AND PLAN. (f) O 1. w G �G C A c 0 a _ fi r. •• - *7 • I _ _� .: • - • t.. J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112TH AVENUE N.E., SUITE 100 BELLEVUE WA. 90004 PH: (425) 454 -7137 FAX: (425) 637 -2949 IE -MAIL OFFIi •JONNSONENGINEERS.COM ONNE!t City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PNanx<zt New Foster Golf Links Clubhouse 13500Interurban Ave. So. Tukwila, WA 98168 'Os 1701 DNA n: BL COCO sue: CJ d,& O1/30/03 EvrrES 1022.03 si■t •rr.Z 1 Shear Wall Plan D03 -042 :x-105 • 96030-7897 TEL 253.8:3.&677 FAX. 253.854.7896 ARCHITECTS.COM A.U. RJGfrTS AESE/IVW '. Pin CORRECTION 03/ 11 ' 03 CEILING JOIST SCHEDULE MARK JOIST MAX. SPAN CJ1 2 x 6 0 16" o.c. 1 12' -r C.:2 2 x 8 0 16" o.c. 16' -C" C ., 3 2 x' 0 O' 6" o_.=. 20' -C" I ` I. C 2 ' (31- - be 2 • L • is - ).. TYP. SUSPENDED CEIUNG BETWEEN DINING at LOUNGE 126 .5�► ' R • Pig AP( - Z w = • r H 11 INSTRUCTION ABU KEEI CART BARN 1,770 S.F. • = OFFIG 128 2v4 pRO SOP 100 • :4 c _ (3)- . 6d w a • 2&". TYP. SUSPENDED CEIUNG AT CASHER ilk COUNTER (Ts PERPENDICULAR TO CEIUNG) 11 I• 5TO, KEY Cala 122 1 /19S -106 SIM. 19S SIAM, x-106 HOSPITALITY 101 LOBJELY KEil VESTIBULE 119 4P TYP. SUSPENDED CEIUNG AT CASHER & COUNTER (TRUSSES PARALLEL TO CEILING) 19S -106 WOOF- baba 19S -106 NOTE, DINING HALL 102 205-106 �5r-SF ;47K Kc;r w; :14 BRA..; I� 48 z c ''3' - '6 245 -106 SOFFIT FRAMING PLAN 1/8"=-1'-0" 1. FOR CEILING INFOMATION NOT SHOWN SEE ARCH. DRAWINGS. 2. HANG CEILING .FOISTS FROM ROOF TRUSSES AT TRUSS PANEL POINTS ONLY. 3. TRUSS MANUFACTURER TO DESIGN ROOF TRUSSES AND LATERAL BRACING FOR CEILING LOADS. Zit 4'OMF • 24`c.c 195 -106 2 • 4 • :4 c. Sr's CELIAC PEt 411 ?•. 36roGS - w 4.24'..c BALL (3)- « '? x4 BQACE • 43 - c.c . S' AC.GE. w ( 3)- . 641 TO 4_ ISOM( -- - ID �o C r $1 -• 44 RIER 2'•4 ar TYP. SUSPENDED CEIUNG TYP. SUSPENDED CEIUNG IN MIDDLE OF ROOM IN MIDDLE OF ROOM (TRUSSES PERPENDICULAR TO CQUNG) (TRUSSES PARALLEL TO CQUNG) "RjSS • 24 "o .t. � 2 • 6 • 24 .�15t $+4$G lr 2 • • • :C t I 4 • 24~• t 11 I 11 II roICacn PATO C a te+ C C (3' -1Ed 2x4 S" • 4r c -c_ - S„SF ZD Pi JP11GC / 2 • 4 • EA. 7 4'..'SS G k 3) -•64. 2.4 CORI'. 24 • 24 ON • 1` 'C • t I -C` SPIVS 2.6 • 241 - -C. ' - r SPAM 2w4 • 24 "o.c- 2` -C" 'C - -C SPAM JL T r . •F- a,:. r .c, , ;,• — �y P r � C .:C'S' -4t El w • DAVID A. CLARK AR ' •, PLLC J. CLARK JOHNSON CONSULTING ENGINEERS, INC, 1380 - 112TH AVENUE N.E., SUITE 100 BELLE VUE, WA. 98004 P14 (425) 434 -7137 FAX' (425) 637 -2949 E -MAIL OFF ICEOJ0HNSONENGINEERS.COM City of Tukwila 12424 -42nd Ave. South Tukwila, WA 98168 MoJEcr. New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 CRAM KY: BL CHOCKED KY: CJ DATE 11/04/02 • S tL� V f f . R ar ExygiEs ioz2-02$ •••10...* S- h • C e, go3 ._ - 98031- 789 7 . 253.81 3.8877 FAX. 253.854.7898 ITE CTS. COM MOM NESDIVED ..... .. :+: ..CC< \ A. EAST ELEVATION c WEST ELEVATION (OUTSIDE L©OK!NC IN) 3/le.1 - -0'' ■■__ MINIM! ra■ SOUTH ELEVATION (OUTSIDE LOOKING IN) 3/16.1`-0" NORTH ELEVATION • ;•,, • * _ • . • ✓)e.. - • • i• 'I ON 960330 -7897 TEL 25.1813 8877 FAX 253. 854.7896 ARCHI TIE• rS.COM ALL RJL;HTS RESF]titD J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112TH AVENUE N.E.. SUITE 100 SELLEVUE WA. 15004 PH: (425) 454 -7137 FAX: (425) 637-2949 E-MAIL OFF1cE f J OHNSONENGINE E RS. CON ONt: City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PROJICT: New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 DRAWN NY: BL annals sY: CJ 01/30/03 : Lt PER.4:T CORRECTION 03/ 11 ' 03 R D°1 3.4342 s - I07 • _Z Rlts Shear Wall E levat wort Hospitality St Lobby Areas • 12 6 i - 6 Ti 12 ST14 T10 ST6 12 I • 12 6 T11 ST16 T7 T2 ST15 NOES: 1 SiE *Rii r•PucT,,RAL NC7tS Cy 9.f S • ROOF TRUSS DIAGRAMS w CZA-4.1: "s _: Ca0Palul ..) OW 'S PE'E°Rt`cels. a IPIC Ab 1+G. E': -- • - : G r€ QS NO? TC CO>►S IJC''C . S..S1. RE: _• '4'1..^ 4BRICE7CN I 7.7. & C- 7 ; A w ! 7 30 ;E ? 3 7 1 ' ; . . s i ; CAA KC: ti SEE C ›..AN `x :V :*:.s s 1 K.Birmc 01.5. Kr..VCE _ -NE }' 7 TP S1 : DES * 2€7&l 4CC` ` ... - SES ;V: • j " :;; *c T3 T12 T8 ST17 F 6 r' r?o oil-2- T4 T13 T9 12 6 •:-_ • . . • - +5 :. t i • . • J ° - �. ".r T18 (WITH 4 SUPPORTS) 3 4 00 3.p42 DAVID A. CLARK AR • •, PLLC J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112TH AVENUE N.E., SUITE 100 BELLEVUE, WA. 98004 PHI (425) 454 -7137 FAX; (425) 637 --2949 E -MAIL: OFF ICEOJOHNSONENGINEERS.COM MIER C; ',.y of Tukwila 12424-42nd Ave. South Tukwila, WA 98168 MEV: New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 d , 1701 CHAIN sr: BL CHECKED lir CJ DAM 11/04/02 *Or 'XL Roof ' -.;ss D:acrar^s UAL OINK MINIM 5-108 w /8 - = �• •� 98031-789 7 L 253.813.8877 FAX. 253.854.7898 HI TECTS.CON RESEINID • e • • J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1360 - 112TH AVENUE N.E.. SUITE 100 BELLEVUE WA. 96004 PH: (425) 454 -7137 FAX: (425) 637 -2949 E -MAIL : OFFICEOJOHNSONENGINEERS.COM OWNER: City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PROJECT, New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 POE D. 1701 DRAWN EY: BL CAD BY: CJ ROL 01/30/03 0113: .� PERMIT CORRECTION 03/11 '03 — � Details SCAM 3/-1 1 `_O s -109 ,'ON 98030 -7897 TEL X3.813.8877 FAX. 253..54.7S9€ ARCH! TECI'S.COM RIBERVED t_ ..rid __.iNALEIENNIL INTERIOR AND EXTERIOR FOOTING DRAIN LINES NOT SHOWN FOR CLARITY. SEE CIVIL DRAWINGS FOR MORE INFORMATION. APPROVF r FOR P PI'vMI I IS ..--.\-- E BERRYMAN & HL ::'.alb F DATE 1'`esc p 5.1S , :,ie h.....- rev. c. - f -ca 'n-- " .. .111 1 JOINTS LOCATED AT ,-1/2" 0 SMOOTH BAR x 3' -0" 20' -0" MAX. TYP. • 1'- 6 "o.c. TYP. CUT ONE 341014.)(4 :P - (, Aultorlawar..s ^ to ISSJe 8 hl.tl!afr y Deriut :.,en ., u ao. vii' i all el; ;' cablt' r. :y aar ;�:Ie� On .. i. I . . .. '• .+ - c : -,. .: . , ., t • I ' - . C' ' '•, ` NOTE: _ , ,, , r , CONTRACTCR MAY BANK FORA SCOPE INTERIOR c • • ,': M FACE O F SLAB EDGE IF DESIRED. WALL CONCRETE "D" 3' -O" MIN. * s UNLESS SHOWN OTHERWISE � w •--- -- ADD (1) #5 IN WALL �o STOP REINF. AT JOINT EA. SIDE END W/O FLARE AND GREASE SAME END (2)-#:D CON". `` SLAB PER PLANTh NORMAL FOOTING REINF. ' ss Is s t • • c • 7 FINIK H GRADE 7 L. . -PROVIDE SUB SOIL PER SPECS AND COMPACT PER GENERAL NOTES + LINE OF EXCAVATION `r• CONSTRUCTION JOINT ADD BARS TO MATCH NORMAL REINFORCING S SEE A -501 FOR CONTROL & EXPANSION JOINT DETAILS CONTRACTOR TO SUBMIT LAYOUT OF SLAB JOINT FOR APPROVAL TO THE ARCHITECT 2 WEEKS PRIOR TO CONSTRUCTION. TYP. SLAB JOINT DETAIL 8 (2)-#5 CONT. TYP, SLAB EDGE NORMAL FOOTING REINFORCING ELEVATION TYPICAL STEPPED FOOTING 9 0 DC NC. -'.BSS ?TES TROUGH TI-95. PrRTCN OF FOOTING ----.\ PIPE SLEEVE AS REQUIRED � FOOT' NG _ / ME POST PER (2)-#5 CONT. 0 TOP SLAB PER PLAN 4 +' POST PER PLAN -- SIMPSON C8 COL. BASE FINSGRADE �_ P.T. PLAT r W,' A.B.'S PER SCHEDULE 1 EDGE MAILING (,*) 3.0. 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PHD5 ` t IIiIM_ TI COMC HOEDOWN - £LL comourit ELEVATION ELEVATION i >< �-� I � TY PA TIO FTC. 1 PHD8 HOEDOWN AT roc S HD8A HOLDOWN HD1 4A !HOEDOWN , TYP EXTERIOR COL. TO FTG. 20 19 FOUNDATION • e • • J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1360 - 112TH AVENUE N.E.. SUITE 100 BELLEVUE WA. 96004 PH: (425) 454 -7137 FAX: (425) 637 -2949 E -MAIL : OFFICEOJOHNSONENGINEERS.COM OWNER: City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PROJECT, New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 POE D. 1701 DRAWN EY: BL CAD BY: CJ ROL 01/30/03 0113: .� PERMIT CORRECTION 03/11 '03 — � Details SCAM 3/-1 1 `_O s -109 ,'ON 98030 -7897 TEL X3.813.8877 FAX. 253..54.7S9€ ARCH! TECI'S.COM RIBERVED t_ ..rid __.iNALEIENNIL RCOF TRUSS PER PLAN - 1Ed 0 12 "o .c TRUSS II) TRUSS DEL 2x BLOCK N G PER TRUSS Mr RG EDGE NAILING FIELD NAILING PER SCHEDULE T.S. COL. PER PLAN 16d 0 16" o.c. (TYP -) Jr PER ---_� lie WA P_A k w (E-3/41 r- -'Ih.BOLTS - J PLAN • • • • • TRUSSES PERPENDICULAR TO BEARING WALL SHEARWALL TO TUBE COL. 4' -0" MIN. END OF PLATE �! (25) 16d N3`e:: SPL:CL AND NA _ TO= F..A _ E5 AS Si-•c \ AT AL_ EXT=RICR WALLS A N: S- EARIYA__S ELEVATION TYP. TOP PLATE SPLICE AT EXTERIOR WALLS, SHEAR WALLS & BEARING WALLS ELEVATION ...--5/80 WELD BOLTS 0 12" o.c. pLY PER SCHEDULE N LK, - - EDGE NAILING ,- -- 2x BLOCKINFG 7 --ROOF PLY. �- � 2) 2x STUDS N EDGE NAILING PER SCHEDULE (2) STUDS BELOW 2 TRUSSES ST,;DS r4 Z_APE1 RZE- ;'_ S P_ c o.�AN 1z BEAM & GIRDER TRUSS TO T.S. COLUMN • 8,1 0 2 "o .c. P,_Y. TO BLOCK (4) 16d BRACE , TO BLOCK --- (2) A:!.5 CLIPS- - 2xb BLOCK IN JOIST HANGERS 2x TRUSS 0 24 "o.c. ---- HORIZ. WEB WIND BRACING BY `- TRUSS WFGR. PER TPI SPECS. NAIL TO ALL TRUSSES SUBMIT CALCS SIGNED BY LICENSED STRUCTURAL ENGINEER FOR WIND BRACING 16d 0 6 "o.c. 2x SHAPED CONT. NAILER PLY. RAFTER 0 24`o.c. PLY. -- CM 'TG tilir COIL - STRAPS ABOVE & BELOW OPENINGS OVER PLYWOOD Wr4ERE Ii2ERS DON'T RAPS OTHERWISE OCC;:R I 24` RIDGE AT DORMER ELEVATION EDGE NAILINC 2x BLOCKINFG ( R PER PUN SHEATH It NAIL ABOVE j BELOW WALL SCHEDULE PER LE SHEAR HALL SCHEDiJl1r s 24` I ra..r Mu. STRAP EXTENSION M it. HALF 3F HOLES OPENING IN SHEAR WALL ELEVATION TO SHEARWALL TYP. DRAG STRUT TRUSS P TYPICAL GABLE 2x VENT BLOCKING --\ A35 0 48 "o.c. SHEATH 3 101 ABOVE OPENING PER SHEAR WALL SCHEDULE -1b stun ABOVE OPENING OVER PLYWOOD BLOCK BEHIND A:L STRAPS IINIEIRE MEMBERS DON'T OTHERWISE OCCUR — 16d 0 8 "o.c. TRUSS TO 2x6 GLAZED DORMER 24" OPENING IN SHEAR WALL OPEN ELEVATION ELEVATION —2x8 0 24 "o.c. IN J.M. - --EDGE NAILING �--- STRUCTURAL TRUSS W/ 2x4 FLAT INLET STUDS 0 24 "o.c. DESIGN FOR 20 PSF - WIND BY LICENSED STRUCPIRAL ENGINEER --(2) 2x6 DIAGONAL "T" BRACE AT RIDGE AND 0 8' -0"o.c MAX. 16d 0 12 "o.c. — (2) A35 CLIPS, ONE EA. SIDE 2x6 CONT. —16d 0 8 "o.c. 2x6 CONT. TO TOP PLATE PLY. EDGE NAILING EDGE NAILING 24" EDGE NAILING 16d 0 6 "o.c. EDGE NAILING ROOF GIRDER TRUSS MOTE THIS DE A�DL.cs MHERE SPE'CALLY CA ON,T ON PLAN. -- .g.-SS 0 14 c.c_ PER P.. P. 2x4 STUDS 0 16 "o.c. PLY. FULL" NAIL STRAP EXTENSION .2 "OP PLATES - S2...C.E 3 0►ER S"■.0 P.r C ER ST.ICS PER RAN "JCE 01E nit 10677,r BE* r r moor TYP. TOP PLATES lk STUDS AT TRUSS BEARING WALLS SHEAR WALL PER PUN NAIL NU OF HOLES TRUSS 2x4 FLAT 0 24 "o.c. - INLET STUDS CLIPS PER SCHEDULE _..�. -�. 2 TOP PLATES 2x VENT BLOCKING 2x8 0 24 "o. c. A35 0 48 "o. PLY. 2x10 0 16 "o. our TO ROOF TRUSS TYP. DORMER BEAN r5`Cs8 STi4 SPA TYP. BEAM TO POST EDGE (NAILING ROOF PLYWOOD PLC' ROOF TRUSS/DRAG STRUT. DESIGN FOR +" 500j/FT. LATERAL LOAD SHEARWALL PARALLEL ROOF' PLY. EDGE NAILING PLYWOOD PER SCHEDULE EDGE NAILING 2z4 STUDS 0 16 "o.c. PLY. 16d * 6"o.c. EDGE NAILING ROOF GIRDER TRUSS PLY. EDGE NAILING 7 .------------- 2x10 COPiT. NAILER w/ (4) -116d 0 24 "o.c. TO E.M. TRUSS , / --OVERFRAMING BY TRUSS MFGR. PLY. 0 24 "o .c TYP. OVERFRAMING TO TRUSS 16d • 6'c t ST..D TC BEAN • "2_o c STILO 5—..0 SOu0 INLOWN I KAM Cu E STbi1 (AO. 90E BEAM PERPENDICULAR TO WALL TRUSSES PER PLAN 1' 1011N. TYP. LOW ROOF TO RAKE 2x VENT BLOCKING RAFTER PER PLAN A35 • 48 "o.c. PLY. F iRL wE>QR STS TYP. DORMER PLY. 4x2 0 24 "o.c. IN J.N. TRUSS MFGR. TO PROVIDE ,SPECIAL TRUSS FOR 4x2 S TO PASS --2x6 SOLID BLOCKING EDGE NAILING 2x4 STUDS 0 16 "o.c. PLY. -16d 0 6"o.c. EDGE NAILING ROOF I. GIRDER TRUSS TRUSS PER PLAN TYP. BEAM TO POST BEAM PARALLEL TO WALL DTC CUPS 0 48'0.c. MAX. W/ (6) -8d • INSTALL PER MFGRS INSTRUCTIONS 1" CLEAR MIN. (2) 2x PLATES NON BEARING MALL E._ Iti F. a SAS • 9a• = r2 CT 'C 9 R 3S MS• VON= l s rr 2S3'i • IPM 1133ZT j Sl i ELEINITMvS AT 5,-107 FOR STUDS TRUSS PER PLAN -- (4) 16d TOENAILS EA. TRUSS TO PLATE - H1 0 24 "o.c.- 2 TOP PLATES --- DORMER ROOF ATTIC - TRUSS PER PLAN CUPS PER SHEAR WALL SCHEDULE 2 TOP PLATES TYPICAL TRUSS EAVE - e• .. , •�. Zr 7C' _ •0 y..•- �• s .�, • 2 x 6 0 16 "o.c. SHED DORMER TYP. GIRDER TRUSS TO BEARING WALL 1, --ROOF PLY. CLIPS PER SCHEDULE BLOCK TO PLATE —EDGE NAILING 2x VENT BLK'G. SEE A -109 FOR HOLE 0 -- 2x8 TOP CHORD -- -EDGE NAILING ---- -- BEAM WHERE OCC.RS PLY. PER SCHEDULE CLIP: PER SHEAR WALL SCHEDULE H1 0 24'o.c. 2x VENT BLOCKING PLY. EDGE NAILING - --HI 0 24 "o.c. PLY. x 6 0 48 "o.c. DTC CUPS 0 48"o.c. MAX. W/ (6) -8d INSTALL PER MFGRS INSTRUCTIONS 1" CLEAR MIN. TYP. TRUSS TO NON- BEARING WALL 3 4 S ;ACS A 2 MUSS 44121 ER TI SS 5 5 A' 3 MUSS COMP TRUSS D03 -042 J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 1380 - 112TH AVENUE N.E., SUITE 100 BELLEVUE WA. 98004 PH: (425) 454 -7137 FAX: (425) 637 -2949 E -HAIL• OFFICE•JOHNSONENGINEERS.COM City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 JOB f 1701 DBAV N PT: BL In. CJ wn 01/30/03 . PERIGT CORRECTION 03/11 03 MN 1♦ Details SLIM s 113-2240 3/4 = 1'—o" - -1 to TON 99030 -7897 TEL. 253.813.8877 FAX. 253.854.7398 ARCH1 T ECf'S.COI►1 ,_u_ RIGHTS RESERVED 111111111r '_...;.1110111101 l a A35 CLIP 0 24 EA SIDE EA PANEL TRUSS TO BEAR ON - - --� EXTERIOR WALL CLIPS PER SCHEDULE H 1 CLIP EA TRUSS EDGE NAILING RCOF PLYWOOD SECTION SHEAR PANELS BY TRUSS MFGR. W/ 2x4 EA EDGE & PLY PER SCHEDULE S EDGE NAILING UBLE TOP PLATES - PLYWOOD PER SCHEDULE TRUSS TO EXTERIOR WALL AT DINING 2x8 TRUSS MEMBER SIMPSON THGB2 BRG. PL. 3/e x 5 x 3 5/16 ,�_� --- 1 ,'2 "0 TI- BEADED ROC- ------6x10 TYP. FOLDING PARTITION SUPPORT PLY. SCISSORS TRUSS - --" PER PLAN TYP. RIDGE ELEVATION EDGE NAILING -- 2x BLOCKING TRUSS PER P.AN kOOF PLY. ----SOLID BLOCKING --HI I') 24"o.c. POST PER PLAN 1/4" LAN 1 / 4" CAP PL- 1 /4 TYP. EAVE AT PATIO P LAN 1/4' KERF PL W/(4)-5/8"0 VMS BEAM PER PLAN KERiF PL 1/4"x3" W/2)-5/8" 0 BOLTS BEAM PER PLAN CJT BEAM HANGER TYP. CONN. AT LOBBY "FLYING BEAMS f; o 2 0¢2 ix manila s • . SOLID BLOCKING- TRUSS PER PLAN -) A35 // PER SCHEDULE H1 0 24 "o.c. CJT HANGER PLY N N EDGE NA -.LNG ALL ARO124D FLUE ROOF PL!WOCy PLAN PARTIAL ROOF FRAMING PLAN — PLY EDGE NAILING 2x6 STUD DIRECTLY BELOW EA TRUSS INTERIOR BEARING WALL OPEN (CHIMNEY) LSL 1 1/2 x 7 1/2 • 16"' o.c. CHIMNEY AT LOBBY "FLYING BEAMS GIRDER TRUSS r L r j EA SIDE J 4 I f 2x6 BLOCKsNG swims! DINING- FIREPLACE a I 6x6 FULL HEIGHT POST W/ 2 -3/4 THRUBOLTS ONE EA WAY AT TOP A B TTT011 CHORDS 2x6 X -BRACE EA ENO W/ A35 CLIP EA EMC ‘ " -- 2.6 BL.. Iii 2xE S cS • *6 "�. • /2' ° . BL.OM: ;2 StC.S. !!d • 3` EDGES AMC ' 2'o. c. r E...: 1.t W ` NUSC EA CRC r 2 i101r Tic 311 AMC* ORCS H1 • 24 "o.c. TYP INTERIOR BEARING WALL LOBBY WALL PER PLAN TYP. BLOCKING TO LOBBY TRUSS PER PLAN 2 TOP PLATES CONT LEDGER PER PLAN CJT6 BEAM HANGER LAG scEtEw 3 • 16 o.c. (DAP) LEDGER TC STUD 3/8"x4 LAG SCREW • 16 TRUSS TO STUD CO-01 w a r ■ • -J' • 24`0. c /s • 10 3 awn • 2x6 STUDS DIRECTLY UNDER TRUSSES i • s s P • • UPPER TRUSS LOWER TRUSS STUD 1/2 "0 x 6" LAG SCREWS 0 48 "o.c. TRUSS TO STUD 1Od 0 3 "o.c. PLY. TO BLOCK 2x6 SOLID BLOCKING 0 48 "o.c. LAST 2 JOIST SPACES • ' - .1r ROOF PLY. --- -CLIPS PER SCHEDULE 7 7 ",.. BLOCK TO PLATE EDGE NAILING 2x VENT BLK'G. 2x8 EDGE NAILING PLY. 2 SIDES 10d • 12 "o.c. --., 435 COPS TYP INTERIOR BEARING WALL SCISSORS TRUSS PER PLAN (2) 2x6 DIAGONAL "T" BRACE SAT RIME AND • 4'- 0"o.c. MAX. • ROOF' TRUSS -.-- PER PLAN_ 2x6 STUDS DIRECTLY UNDER TRUSSES TYP. EAVE AT LOBBY C . • t.PPRQvr T aV'erpn: ic. .; r TYP. STUD WALL AT LOBBY I rG •.J.i r')r io .-.. •, a a;i _-- -CLIPS PER SCHEDULE BLOCK TO PLATE 1Od • 2`o.c. PLY. TO BLOCK (4) 16d BRACE TO BLOCK (2) A35 CL PS 2x6 BLCC.K Iti • 48 "a.c. P E R w:a Mr ♦ ;A .G I : .SS r=: Dc: �• _ ' J A, _ ': SSE S SJB :A_:.5 Sk"..'rE2 E` L CEkSEO S`R..CTLRA, ErGtkEQ f OR w - n►O BRACING J. CLARK JOHNSON CONSULTING ENGINEERS, INC. 13x0 - 112TH AVENUE N.E., SUITE 104 BELLEVUE WA. 98004 PH: (425) 454 -7137 FAX: (425) 637 -2949 E—MAIL OFFICC •JOHNSONENGINEERS.COY City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 P>e0JE1: Jas t' 1701 DRAWN MY: BL CJ New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 L NY- DAM 01/30/03 1121121111MS: Lt P'R CT CORRECTION 03, 11 03 EJM'DES /0.22.03 m — Details Sca4e 3/4' =1 ' —0 OWN = 5-1 TON 9E1030-7897 TEL 253.813.9877 FAX. 253.8511.7898 ARCHITECIS.COM J. MGNTS RE'S' nt) !LAIL: lit— E x i - SEE CIVIL V^GMWI1Y.- -5 FOR NC i,XJRK +-iI5 AREA.. Ex TEE '0 UND S7 E.X. = DNA- NC: �., • ..- :-;TES Ex. C^C \ _ ,. 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REMOVE EX'STNIG PARKING LOT 7;-E= WARNING SIGNS RELOCA r-7N Se-+ED LOT PER GOLF COURSE REMOVE A\ SPRINKLE-R LINES AFTER E-X 5 NG WALL t), 4941- City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PRI 111.11 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukl.vila, WA 98168 1701 DRAWN IA SS DAC 01 5- Rd kiTT, -tar • 5 NC ^=rc :c\E N • AL AA NEW GREE N (N.'.C.) ti AUMMENiarer 17. I to e 4 4 • 4 i" ��� r. o�'�'i'' *iv I SI N ' - ' ��� - �i� � w * e a r • � err / ,. • / 44 6 • 44411P1IN imm-Ajw- t 4 t Fr 1". 4' 40 itl 1 ' ` ,• " • 4 No. • E X_ E. " •, EN •\ FENCE. SEE FR NG5 \ C w ORC `•; 1 5 ARE A SoEE 'QCs W rt E .� QZ I- i , d/LI 0 APPRCX. RELOCATED 100 Y. FLOOD PL.-MN ^1NE ist 15.123' ELEV. H >C57. sT. 54;1 .DINGS W"'C 1 ED SY GTNERS INTEL URBAN liVc- E ti t • -��11 �J C ►-4P� _ .:V - E3, - YP. • J '''' -{-� r :2 at 4RE A OF FILL I N FLOOD -k -3 j - 20' WIDE FIRE /NEW r=te / 0 ,4• .LEE. -72 t • a t 3 - ✓ ` J T - 1:=M FR 1'1 "1" SITE At's; SEE PARTIAL 51 T SEE PARTIAL 51 T PLAN - NORTN PLAN - SOUT+ -I 5+4EET A -I 03 fi+-iEET A -104 I I I I I + 1 !, i 100 YR. FLOOD PLAIN L NE 15.0' E LEY. co UJORK N TI-i AREA - SCALE: { w =4 — "` me WO 20 OD FEET /g 18 1. 01.:-DOOR PAT' O f QW c9 NEL: O V.B_E BOLLAtF 5. • LDR ZONE : -� OWNERS TEMPORRY CLU5 4OUSE TRAILES. ,, j^ - EXISTING GRLDES- SEE CIVIL DWGS. FOR PRE {MINARY GRADING PLANS. 1.SE ENO V7 / /L� /�� PAV - 45P+ -+ALT. 4+b ATB. P1.ACr NOTES 15 AREA OF FILL IN lam ` FLOOD P_AI\ NO'S'E TO 5 1 0DER PARKING DATA 1=.4. 1,C: r Ex. - C gLc`''-x •4 V-:N ACCESS Go' °.5c_ PA / NCI - 45PHALT . A'B = 3 +4 ATB PA.0'srs - ASPHALT. 4-iEAVY TR^.rriC SECT' ON'•fir, E'A /' \G - A5P+- 1A.-T. RE GU- AR SEC': CN 3-4 PAV'NG - CCxvGRETE LANG SCAPING ISLAND LONE STRIPNC SEE DEMOLITION Si -►EET FOR TREE REMOVAL INFOR !A'ION REMOVE EX_ ENTRY t RESTORE' BIKE LANE 15 DEUA�K IN STRICT ACCORDANCE w/ CITY REOIu REMENr5, PROVIDE NEW COMMERCIAL DRI ✓EWA" IN STRICT ACCORDANCE w/ CITY STANDARDS. SEE CiV!L 54- 1EET5. INSTALL FIRE LANE STR'P!NG PER 4J- REOU'REM (ND CA LL)i -4EEL STOPS 0, 4.• 041.. -t = S ■ __ =c' ' Z. - " ` . S. -- =CS. _ ! _ E FE _- .. ..NZ; .W\ 11 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PNl +I I•.r ry New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, \VA 98168 Ic 1P 1 701 SS c. r1F1:f:E1) tsv. DAC 01/3 R n .z! .mss WT . r 0 i I:3 Q \w - Ii RMIT sl•ili PLAN r - 411 0. ham..,. %J NOM A 101 • A STAGE OF . .../CR‹ AFTER CO -. ON 0 S..GE f l'CRK N ARE 4. .4' 'WORK SC.^.` BE -- S ARE.A :NS STAGE -CRK. ILER ; 0 ,- 9\ "re == =N./ EX '5TNC-. 'FOSTER - REE 2:; Lr_. c= FENCED NO ..R‹ ZONE" 0-7NER I CONTRAS 54-IALL VERIFY w/ FE DEF',ARTTIENT IF NEW FH MU5T BE N SERVICE PRIOR 70 'zF...Ar!. CONTRACTOR SHALL BRING :NC SERVICE. IF REO'D. DURING CONSTRUCTION PHASE TO REIN NO 5TAGING, STOCKPILING 4 NO CONSTRUCTION TRAILERS IN AREA 'C'. AREA C AREA C PAVING SHALL SE \ REMOVED SY OT;-4::.- ...■•••■■•■ INTERURBAN AVE. e 411•1111m... EX 5 \ ENTRY LeNT .-.. ENT-re- IS PA 4 1 EXCESS SOIL STOCKPILE LOCAT ON CAF'PROXIMATE- VERiF"T" EXACT LOCATION LW OWNER. 20' WIDE FIRE ACCESS LANE • IMO 11•111111111 MEI 111111111■11111 0 20 AO EXCESS SOIL TOCKPILE ADJACENT TO iEST4-4 GREEN AS DIRECTED SY GOLF COURSE MANCE - TEMP. GOLFER PAT-4 INCL. IN STAGE I WORK PROVIDE 13' -0" WIDE PATHWAY FOR GOLFER CIRCULATION. SAID PATH SHALL BE EITHER EXIST. ASPIHALT OR NEW 2" DEEP CRUSHED ROCK PATH AS REQD. MAINTAIN PATI-I IN CLEAN CONDITION DURING STAGE I WORK DO NOT ALLOW CONSTRUCTION EQUIPMENT TO CROSS PATH WITHOUT OWNERS PERMISSION. Voi 4 , v 4. 4fr 44, 4 s 414 • ...11•■■• SEE CIVIL DRAWINGS FOR TEMP_ UT:LITY w0F2K., AREA. oit-02-•••• OWNERS TEMP. CLUB4HOUSE TRAILER LOCATION (NIC). NO CONSTRUCTION RELATED TRAILERS OR STAGING ALLOLLED. 5EE CIVIL 4 ELEG,, FOR WOR‹ THiS AREA. .N.:07ES ST,AGE COMPLETE PAVING 4 F4KNC iND 47 ED FOR AREA '4', INCLL1:NG 4 4 R.E' UTILITiES. 57CCKPLE rwIATERIA:-. 45 IND C4TED. WORK riLi5T BE COMFLETE UJIT4--#N &g, 7,..:4Y5 OF NI DLN O,R5E OF COMF'....ETFNS STAGE WORK, CONTRACTOR MLST MAINTAIN 100 STALLS OF PARKING ON EXiSTING PAVED AREAS. PROVIDE CS;--ED ROCK FAT4-4 AROLiND 5440t< 5!7■E CLL.15-40USE: AREA FOR GOLFER CIRCL.LATON 4.5 iNIDCATE.D. AREA A PRO / :7; E N 4C.E AS AC.C.F.ir- TC C N.STA-L --ARN S GIN5 I :z S CiN5 R:1-::„.; TR _ AN OF 4 = s 4 5AFE FCR L "NG SONTRA,. - CR Nkf: —RE - C.: C. - 1 7 . E. or 5 'NG S .. _ ‘..1 i Sl I ...0s ENE's, C:LNE‘t, NCs 4 M.4: -:".".: "="r■ * - C C-% CCN _•"1..NEIKM =CM COS lie - 17 «Likr. =CR .1.1 -*CIJEdElet m•CCS I C. ON4 5E AZ:= JAM.. "Eult NIECA.ME'EN S - C "CIC CC WIEA6CPW5.1." Chii FOR GOL=Elia INDICATES AREA c CONSTRuCTION INCLUDED N STAGE L CONTRACTOR SHALL COMPLETE PARKING AREA INCLu:DNG ATB 4 REQ D. UTLIT:E5. AREA 54-04.1■1 A5 SHADE= 5,--4ALL BE PAVED u/N FIRST TWO MTI-IS. STAGE :! PARKNG AREA SHALL BE g'...ATIL/ELY STAC,-E PARK: 'S SC71PLETE. NO C-ONSTRUCT:ON TRAILERS ALLOLED N AR A AFTER TWO MONTHS. LANDSCAP 4 a:CS !NIG 'WORK MAY BE DELAYED TO BE ccr1 FNAIL PARK!NG LOT WOW- .1011. ( OWN City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 titc■It.,7 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 . p *1 P. 1701 DRAW% BY SS Cili•iCKIE-13 BY. DAC 01/30/03 11! %I i.4rns i) \‘ Ii) C, 1" = 44) 411" ‘1"1110.1.11 A too_ L 4 - - PI i \SING PI. \\ Sae .. . i N. . . . , — ■ ... . 1 ,. - %, ,e , . — N. ..• ' I , I / . •1/4 . - e ■ N. _ N. ..• • . ,. .• - ..• _, . .1 ..! . ... 0 G. . --_,.." _-1C, FLAG NOTES NOTES I. 5E.E SPE- C. '5 4 P44.45ING PL FOR SITE S'AGING a CO...IRSE OPEC NCTL- FOR MORK 5CI-4ED..1L11 iTS. 2 SEE .7.-E1" 171 CN PLAN T I 'EMS "0 BE REMOVED. 3. 5EE •DIR4'.";.;'NG'5 FOR Fi= TRLZX ACCE- 55 I C!ROLL.ATION_ 4. ANY' -"RAD I...5 NOT NOTED S-ALL 5E X' , 5-2E CIVIL DL1.6. FOR " INFO. SITE i= NIC);ZTi-4 0 5 10 20 40 FEET EY a =Ce "REE- "C • SEC 4.6 A (4" -Op SCL1R5E • 6" 4 5.-1 F4' V - riE.AVI TR..A,C SECTION 4-6 3-4 FAVI• CI 4F.P.44,_T (.3' TO COURSE • .4 SEY CONCKET: VrN,Ci joRa FAIN"F-_D PNCI .-:VAC PADS - 5E 5 EX. PROV:DE 4 7.-i•C-‹ PAD 6x6, !0><10" ULF REINF. * E4. • S ZE D 6" BF_YOND DIMEN5 PRC.:7DE COW JONIT5 « 5'-0" u,/ :EXPANSION 15'-e" c.c. FOR 5;DElliAL<E, SE 'E DEL5 4• 1LJ.DE FIRE LANE STRP.NG PER C.1TY f."..HREMENTS. 5ROOM F'N151-4ED CONC. ENTRY RAKED 7..`/...1MMY IC ApPROX. 24" c.c. PROVIDE R.4DILI5 FROM CENTER I5....AND A5 INDICATED. PROVIDE EXF'ANSION jCN'S 5'FACING MAX 4 45 INDICATED. 1N7,1CA."-E5 AREA TO ESE PANTED e..)!1 e" LETTERS 5PE._LINS V.C7IPACT", 1.L-41T E IN COLOR. RELOCA'ED. *Ti-IEFT LJAR'sti SIGNS" - LOCA7E PE-R GOLF C.C.7.,RSEE MANAC1ER. INDICATES 111-EEL STOPS RE'5"OR:_. WALK 4 RAIL • OLD ENTRY PR- V;DE. -DCSTING 4SPi-4.41_7 BIKE P.A.T 4 CONCRETE 45 REQ. D FOR NE-lj ENTRY. CONTRACTOR • SIGN CL.05..:RF_. WARNING SIGNS APPROVED BY C17 5 StsfOOTI-1 PAVED TEMPORARY P s u.t.IN 4& -C.JR5 CF CLOSURE OR AS ALLOLED BY C 7Y. C....STI■iliC NELI.J ENTRANCE IN STRICT 4CCORDANCE. L./ (...17Y 57ANDARD5. SEE CIVIL 54-IEETS FOR MORE INFO. 1" =20 " ' -0 \\ z TJE NO I 4 , jr _ _ y X I I 1 I I ■•■ E.= - EX CONC. _7- c _ i '""--;."S- __-----._ • .. 1 .., EXZT. CLLai4OUSE (NC) SEE DEMO P - . - • 3, 0 e : { TL y 4- 0 x: ' DED BROOTI =.\ 5,-ED C'...ONC. • ENTRY'. - L4`..ND5CAPE PLAN"ERS, TYP. FF0V4 BOLLA SEE -4; • - LH INTERURBAN AVE. 1 • > , C).• 042, ‘.••••••••---- = Ji PROVIDE 4" T.L. PVC ROOF DRAIN LINE 4 4" PERE PVC DRAIN LINE 6 ENTIRE PERIMETER OF BUILDING. SEE ROOF PLAN FOR DET4ILS 4 DOLLN5POUT LOCATIONS, SEE CIVILS FOR TIES TO DRAINAGE SYSTEM. Fk SL 20' LODE F;RE ACCESS LANE - NO STRIPING REC;'D. 4Ib 1 .4 , /I>7)./ -A /*\\ Pt L.= ..;7' X \ />( ■ x IFEE Cm". w-CIA \ > 1\ -N: - )0 ,/,-\,/ \/ SALIC-T 4 '1E TO EX. P-0 TYF=1. / / ./‘ ./ ./)( --, /4, ‘)\ / /, \ \ 7- \ /\/- ,.‘ 7(' A 7 ,/ A -' > ' ',.. / -x 'Ai< >, ).'\ \, \\ x. 1 — - ,)/)c 7. >\ N \ - \ / - / ' -,,,-' ' - \ ' 'I. . \' " -- „, ...,, ,...._ - , / , - 1 /.. .,-- is , 7 ,- 7, .0 dr. .. ill ,, ii( _I., x. ) A A. .., X :>, . I t 1 .. . 1 ') JD= -re .1x7...1111 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PR.L New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 )()4 1701 DR k‘'N SS CliFINFD DAC DATE 01/30/03 R RI i! fl - ( i I) \VII) 1.01_ FT I PAR11 \1. Sl11 1 ..\\ NOR rz 1 0 = IP J.. Ni 111 A.103 ar . FEE' 4 etc `ic..„ _ • • • I. • • • • • • • • • ( • E NC: c's fl eTh r, %, r, !Th 1/4 ' P L., ARTIAL SITE P ANL SOUTi-41 r .20 .1 mom mit amommio 0 10 3C 40 PEET 0 E Ii t tab INTERURBAN AVE. ,LNIEGIEND — •-- — 6 ' SLEEVE, DETAIL. FLAG NiOTES NOTES IL .SEE StRFE FOR SITE STAGING I COLASE OPERAT:ON N,CTIE5 FOR IWORK SCI-4EDULIN REQURET'rENT5. 5EE: DE'"'110;;..;TION 1 .=`LAN FOR ITET15 TO e ="RA:...;INGS FOR FIRE TRUCK ACCESS I C....H ---- of`s4.s* 4 - S.EE *- A5P1-0ALT SECTION 4•6 A7E3. (4" TOP COURSE • SE) F'A VINCI - ASP■-•AL 1- • ATS 3+4 ATi3 4EW EXTRUDED CONCRETE CJIRE5 NEU/ 4° PAIN STR:PINCi PROVIDE EXISTING ASF'44ALT F ;--t 4 CONCRETE SIDEWALK 45 REQ'D FOR NEW ENTRY CONTRACTOR ALL SIGN CLOSURE w/ WARNING SIGNS APPROVED BY CITY 4 5i-IALL RESTORE 51 PAVED TEMPORARY PATi.4 5 w/IN 4•5 I-CURS OF CLOSURE OR 45 ALLOWED BY CITY. CONSTRLCT NEW ENTRANCE IN STRICT ACCORDANCE L/ CITY STANDARDS. SEE CIVIL Se-4EET5 FOR MORE INFO. EXTRUDED CONCRETE CURB, SEE DETAIL 4" WIPE FIRE LANE STRIPING PER CITY STANDARDS. 4" TICK BROOM FINISi4ED CONC. ENTRY w/ RAKED DLIM"-IY ..,OINTS • APPROX. 24" 0.c.. PROVIDE RADIUS FROT'l CE.NTER I5L4ND A5 IND rCATED. PROVIDE EXPANSION JOINTS * 5FACING MAX. I AS INDICATED. IND AREA TO IBE P.41N7ED W1 Es" ,-gCs;-4 LETTERS SFS:LI-NG "COMPACT", L.14 ■N COLOR. RELOCATE "Tt4EFT SIGNS" - LOCATE PER GOLF COURSE MAN,•:.GER... INDICATES 11),-4EEL STOPS 4••* e) SEE Vr.r...."4016 r.cot Wt...." 0 1 I WS= 7 t AIN KR City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 Pit 41-(1 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 ISI SS c 13l DAC l)'11- 01/30/03 FV1S1 4' D k_ tlARK VW FT Trift I \R-ri sill: \\ M:Tif I, r 0111.1. 'V NUM* A-104 9 • *i i • Ir i !•• 3.0 J ' I 0 ►1 t. t ri . :.1 t. 11 1 4%, i 1 ' I• ti � (4 +41 (r trr to lu (t' (r (ft 41' 44 0' to 11 41'H rt !1 'to 11 4 41 I5 . ___. ,r ___ __. 11 I 1 ro ct i• 4. rt1 F 11 11 () r 4' - 4' i1' -811 7' r d ' _ i •R'I 4) to 4 Ci) CIO Cit) -5 15 I tk.4 CP 0 III t4* n 0 • 14 - K - E' -o I 0 11 J �/ - - - - . } , f i 1 _ — -- -- — -- � r r- 1 Ii 1 1 n H '-=.: l .� � �1\ \ { �� 1} I,, 1 I' / to '; {`_ 1 [ri 0 33' - ©II BEARING WALL I BEARING WALL i 41 - V► I' �I— kJ' 4' 11' -4 113' -©" X08' -0 ' •% n1 ITT rtt 0 u r 0 m A C) rn rn 0 I I I D ) - r r t, z i4 - ®11 u 1n A rn V rti b +- 1 =1t; z �V N 6 u, P. -C BEARING WALL 0 N Aim 3r or , m r V z N 11 111 7 () 0 () r BEARING it 8° A o A 0Uo 7n A 1 — / - - QQ G - G" z -,m 9 In 4 II 4' e1 I ' (f) nf. a ` 111 • w D 4r-C' 'g'-0' 4 - ZE 0 D n, in III 74 rn mrn (1 —4 A A In mo 1 •11 0 txt , ./ 1 5 G C l 7 it 1 :4 .• ' ' F ( et) ri G e's CL > F 2 Pr tfb in Al 61 la oN 0 —4 / L_ 0 c .)) vt (6) '09 ,LEGEND PlePIMIN•■■ ■, 'MEE\ .L — =. -8C - SIGN FLAG NOTES 1E/1 .... , t---„, ' I 1 r- -- . - i ExIT LOAD ; 4 OGG, r N E EXIT OK — -- I. 1 .1Kt Eh* FT. IK::„ TE. NE- -Dc T CNE I •Ti ExTE.V.: RCOr :€z< 11 1E6 - h..../RAN - a -0.1431E "'Jot = SC" r .1.7:-Sy ;41M dv e t: Citgage64w4 ottoct°' =f... 5'C. "..Lxiwt.?" impt„ 4 Val ROO" ~".L.Yr Sc 'DI r= , -- # ""CS.P la hNICY 4.0IC SoCiP4 44e1JN 4p 3.43* jr [= INSTRUCT ION AsEA ( I 3.2 OCC. CART B4 _ 3 I— Lu 6.0 II hr M CFFICE C LE - e / NO7 FIRF-- RATED DOUBLE -8 I DEP DuD FIRE PLACE 44 ELEC1DATA A - 3 c Li r 4 7 ,-----------) 7---- , k -*" .0 It . - . \: ‘: /4-- - ...,11 ....._ r Th D IN ING I ;0 2 113 OCC. A - 3 .b.eILLL NOT FIRE RATED • 1CAY er-LtAlpay9 V.Ire cOv rAeaskoks.7GrAi, roDwv‘ 6: ror:orpv CONST -^T 1 1.1." •1111. 1R.4 F._4\ 1111111111M 0 '2 4 8 : EE 1 " II covyr) D ININQ I 0 to N ICE P ••••• 1- LCaahla I_ IC2 92 OCC. j I i iiaLL F''' 1 NOT FIRE RATED \S/ L. I • 11:_c_4E1.1 0C- e P P M rEET 13 b 0C C. ccyru'imiNa 1 , eevel.r.eeIee — II , N I C CAIi 0 44 LI- IJJ P i=e P se P 03-0# 13 4 - COD PATIO LSI 4 -3 FLAG NOTES SONCRE FIRE v'SL4AL SiGN NOTES - fa-NE:: E 5 \CT - Ailttee (Ai Cc; \C \C- 4- EC- PR" --- :..- - a--5 NE55 - 'C-: • .":„ f.s\ :„' • t "E—E fsN R • 'N NM RICC ..11‘. :„="" "'BC- 4 •r-CIR "'EN 1 IIIER 'LC'S**. • 1 6ES'IRCC"' 5.. ..1‘ a"' a r-Cmit • •'EN EX OR 'NE -1 ROCr' - aish ""»..E a r.Clot 'EN 'EVA =CIR. 11)( 0%.s. NXTSN" Irt'R' t — a =CIF EX C. • 11 ,-* Je 1.1.1 1701 1>lt AZI`e wi SS 4...1,0 !Pi DAC DA 01/30/03 k ■ 1,11,Ne'es ' 1 1. P. IS " 1 6- 1 4" FE F 0 4 - 7.147: . : %—,. City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 Inte el! (1 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1/44 1,11k 1)W111) \AK FIR,: R \MG PI_\\ ...,.. se .. s r-p c........cm.rEigigeok.,c--- 1.--: ___ cs..v......---2.Eq –R-_-. _E : .."2. e.41...,%" - ' -...R 'ih.. RnT..- CC c r -.: ::- - 2?- co 4c- --..--sci.---i .....-...f. :,--. s- . _ E - ' *-cc =_ccwq Nct _L I i . 1 . I i . • • 41( ,4 4- 11 % „/.001 INsTRUct last AREA L.:F.-. I CPT-3 CART BARN CONCRETE R5-1 r1Qe CPT-3 11 (e.4sE) — FABATE, " OR SCORE . 4 1 D . S E AS REa FOR C.,:.‘;.; EGA:DATA L"' I CONC. CPT-S1 *6" A.F.F. CPT-53 tiffEribradt CPT-2 CPT- 55 CARPE !BORDER . •4 - •:.24-4 L:NE SO= 4,50 /E. 1.2E raY1 CPT-5 MEETING!, 1"Cal CPT-2 NO !BASE RE CD'D LUALKIN COOLER FREEZER, E CQYZ1SE2 F'AT 10 1 j CONCRETE GPT SEE .2.-=ES RP -2 R5-2 isLrleellt ,Arc - _ OD' - : T,CC' c&CC r C47 , - N‘f. Vicr - 4 it ECC vici•-5 4, 4 N.:5 ONS Oak I I 111MI EINS mr • C • .110.■ =0; •Ml• aM11. rir-S 10 A - Elothe < _ _ C: .4. PEat: C3 NUM ING 1 1 COLOR %Cot LOCW1014 SEE orma C T-": -4 3 CPT-E0 frit= L Nr'S Crob-011 - :Cab S " • zi.N. OW-93 : .CE cc 0 it CC 1• 4* I *40 I , +. S S ..E , CC - C3 • k I • I• ••■• • - C C LOC.A Oi - a It :a 7.P IsAINS. A — M-2 (TOE KICK) - M-2 (mAsE) CPT - B1 HOSPITALITY LcJ CPT-1 DOUSLE-SIDEC) 111 FIRE PLACE CPT-81 t halSER MFG ' —4- 4 1115--2 tc • 1 417- FLOOR FLAN 111•1 0 24 8 E 1R...55=R 545E LAYOUT CURVE.D !BOIER IN FIELD FOR ARC4-4ITE.C."- APPROVAL PRIOR TO INSTA_L U CPT-S' ! COL ook %Are U L pINI143 CPT-4 FRL4BEBER FLOORNG LOCA - :3.-7. 4 \ 1 .R . "'-f; 26 : 019--r ,IcEv's..01? = R 4 .- 6 . - & - -` Ilkeee0E-EX I SRCI.1% 4 2` 3 '''S "- - :: s ".7C i F 4 COL-Ca l lt _ $wim! I Mk WF--2 _ = at S.-5-u— ile...eevip...rx 4 l . 2 .ir-s : 7 Ti 4. c" --t-- _ _.....__ — 13 STOP 5ASE • =OR - - SEAL TO o. e)41/02, 1 0 Ail"". A30,1: 0011+.1.11 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 Pitt 41 CI New Foster Golf Links Clubhouse "13500 Interurban Ave. So. Tukwila, WA 98168 1701 DRAWN. ttl SS (111.1 I) BY DAC L NTIF: 01/30/03 rrn s w' i` ow' FEs 4 1:1\1S11 ITO( IR PI \\ 9 •••••1/4. -C- ■11■1161=1.• N o t I SC I MD I am INS OM IMP Om N0"8E N.S.5 • -- =:3C N e a t • - te FT-5, (ILA iNscoT) FT-5, FL-4 (WAINSCOT) (±) 110 /EN NC; 1 MLA FT-2 CART 5ARN w LC 1 C /E • , 11 t +IN= 'ER I -2 ci = C -T- FiL -12 (SLOT WALL) /\\\ PL-1O — (SLOT WALL) \SSC E \ \ _CC= L (FAC) I A CO- OR NA: 4 1 F 1 E - .e = < • FL-12 4 ERSZIEY2f .-2 1 =in ' $-3 I 1 • 1 10:04C 1 * 5 COLOR %NV -0,Ji■ .1.". p S Le ` s-ae SANCS S.. AP. R VW:EC SAN-nS • • -- PL (WRITING SUFACE) PL (Top) PL.- (FACE I St-ELVES) - -FL-10 (RECEPT. TOP) - STO. PT-2 IcE I ! FT-2 3 111D•r FL -11 (SLOT WALL) PT -8 HOSPITALITY I IC 1 WS-1 FT-1 (ABovs) Maigg AMA ( AlBovE. C - FL -3 FL -5 L .1.11101.1111611111■ DOUBLE-SIDED FIRE -PLACE 5-1 FE-PL4C AcE 8-2 (i-;EARTt4) 5-3 (CENTER OF FP. SEE E2-Ev5.) 1.255/ [ = ] FT-1 (AsovE) 414.•.4-E 5-STR_N PT-4 PT -12 \ i/ PRON/DE. :x2. V.E.R7 CAI_ EA. S!DE. : /.4 . '1;\/EAL.d] (3) :_OCA7ONS 0 24 8 let ET ._ .,,,\ • , c... ,..... " ' N.reeit I 1-iics. I COLOR Sbilit•S ''''slreg... --.- . :. .. 6i- 6 '-'7'.-1 , ..-.77.-- N. --...'.; z." -C f.....:-S‹ — __... - 5.- &::: --.__--- S.- & - 2 2 .5.-..-2".A?.... N. ..- - .47-'5 IC ,....' Lt , R. • '''' \ --a _ ....‘" f....-ER- \ --,_:_ J.:-...e. __L.. 8.4.4":"0..0 1 . 1...F ....... .• 7 . l 2 .1.4q ... ....i,,,.., .c. . C.....""■••• 5- - -••••••-...- I 5 .'" N S . :1 S-E,R.-N -1-1._'_.r4v-t.. ,-_,,:=,..„,...,...... , ,....,......, .... , OS ...... IM" Al '''' 1 ... . C . . ' ■IN....a. i irc. -.4-1TtLF"N ---4- 1'N.L. - .**.- 4.A-Nt.. +._ 7J -11 -_ 44. VS I : ''.. ': :.-- .0 fl _ : E 3 Cat." E. - - _ _ . _4. Al plir-Q 1-s4 FIT -3 :10:2 • 5.-eqL;s4 _ CO-0 r Ex- _ w-m, .5.-€. 54 • DININQ I I .1.1•1•11. FN'S— WALL FLAN .■■• • %OVER , "`"IFCIL 0 e - r' PT-1 oFFIGE TIEETING A 57•EP C.:ROLLIN NTC_D 5TzAK R,4'L I .S.ROUN r-ra_r.,-P.e.a A5 FOR OPERABLE • --3 :41 - . °L. -4 :44 °L - 4 N It_..5:•• °L.- • Cle • 48E FT-2 (A5OvE C-44!R IJL) WC-2 (5ELou,) 14..-1110 .1.12E" "1"..1214C-tillt‘ • WIR PL-T w -4` • PL-ct z.)e - oc ..x..scAuwer .4 „,„ : • \ - - eARON.x.S. sEr 0° L-5 PT-12 =AEN FR? - 1 METING 13 -ca•J < 0 i i 4 COLOR NoarE f=1-2 cle.OVE WC-2 ez STEP CROWN II • Alb& adoih,. Ai& Ala rc. i - --t 1/4 at...rE "'CC% .1111P-1 P9-1 • M4 _5 M-5 * -E - " ir"C • ,:e--;,-e .4- -a 1 ''1...'" - E__.0 - P NE - SE-ES '...1.-• -4 ".: 1 2 P.:. Etz...., - 5C =.:.'F . .tt. : -• ,S --..,,... NE - .,--E 22 -.I- - 1 - -- * Ber.:• 011C 'NU:1E "tier-4 141- wwC IDENemEC '`'ILIROPRet Cr SG CORMINW*0 •43 " " SC. NOTES COLOR *tiArEllovICOJC" - c -11 Z''' cz.NE- C--- =1E =E S- A-5C3 50.- Clien.P. "Vt.= NG 4 '=.10%. - M ` 7.0. 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I ES 14P56 (....4.r c P.O.P...7. _ • ■ LEGE\7,:•' 1 1 , .••••-• 4.-■-•■■■ IN I LT • ACCE:-.56 PANS:- N 5E= 01 N5 I MI •uur 11111111111, A ffii1 mar IRaE 111 iii o\T I JP N111111k AIM& 1111111111111116._ IIII OM LW 111111 1111M11111111111111111111111 MIMI Mil 11111111111 MEP 11Ir 11311111111111111111or 11111111•11111101111 MM! 111111111i 111M1m1111 01 0 covn PORC4-4 0 DCR" .c /E EXT SOIT BOARD PT-14 4Cr 40,RN 1 4 ! P_AT ;0C PT-14 t 1•4 FT-14 PAINTED (SIDES I L'=.7 4 01 _A --- - - I FT 0 11 01 0 01 PT-14 01 FT-14 _ME FT-1 1 LANE Or-"1 NNE 4t I ..7 : .4,1116 1 ..,MIN•■• ..... ■10 ' NI 0f I cT-11 III Pi 111-1111 1 CM ir q VINYL AWNING 5 11 - C\ / D • .4E A Mil i Admimilmmuni mil N111111111h. mosimimaninimmaimmammi IIMIMMIIIMMEMI11111111111111.1ffi 31111111111111=111H1111111111111MIMMEllramm __.0 MI 41 11111111.111M1111111111111111•111111111 • - • - • - • - • • • • • • • • • • • • • 5_0. lic1liA1111111111111111■ r116. MI1111111111113r 11•11111Mr- IMMO &VI smaiff • Nl kiNINITILIN o 111M1111111Mitigil Ell, 11111NINIIIIIIMMIINE - -1- .. . 0 0 . . - , 0 0 PT-14 1111 ..... G-P3 SC= - 41 El =MN= CT-1 T FT-2 1 1 - 4 - -2 - ..... 1" • F'T- I III • 0 COv'P PATIO FAINTED EXT. SOFFIT BOARD 1- sf • PT-4 4 4- - 0 0 • 0 . PT02 0 0 a. • T2 \ G ON 0 !. Ij 0 40/ 0 0 1 I 11 9 . , 10 • 0 • 1 1 '3 .f. / doc7 : ,•••••• I INN 0 COV'P PATIO PAINTED EXT. SOFFIT I BOARD PT-4 0 ' . . . . . . • ...... . . ' i 4114, • 2 11 - • .. IR= HIE! T-11 0 0 (- 0 PT-14 ■111■11. 4441CsE ..!qf $E.E t311- Nff:.- 006• A.S RE 011IN LAW IIIECIIIRE.IEN*5 $ 744.6 1111O. 104 112 43 YARN, b. PINE CIF MA R.INNER / 45' • MAN. P-SIOEX SUSPIDCED CL'G DETAIL AT WALL _ii*SOLUSE .12 - -- - -- • - - 14CT TO SCALE 4; •••■■•■••■•■■,,.. All ONES A7A.:•-.EL c RAM OMER 4 OF L'ics..a mrpt toite ihofr ICOUS' ICA_ PANEL CONT. 3 5 /c3 PRE,'ENT SPREAD INC. CO REPONENN5 :o :. _ E =Jilt _Na N- 56.9 _NG =_-`..\ - - ' - ••• VEill 56.E 50= %AD . UV -E ./. SCJs -qrs. -^ Sr_.-Ena-Ez Sx; 5.01,00 Ale" -3" NL.‘" x 11UPPLAC edENICIEN" SEE 5 5+-4 FOR CON\ DE SEC a 5E47 f 1 I / it., g g k- ./ ) F - SC-E E -E • _ _ L..Z.B NE" .....0 I X S ......0 1 X A z- 5.R ACE vs, r'EuirsENC" ilLcrellE 21 0%. 2 ENC A 1 • ill' 4 I E ‘ ,1 Ex CONCEALED Ce-IASE TOF' FOR CONDJIT, PIPING OR 57RIP L ;SI-CT !NG SEE 5I-4EETS. ,L " • 4 1 ) 1 :24 - to RE'+.7EAL. CU. AR R.S. 'X': a .5 Ix4 CI•C'''. L 4 S I 1 ! .-- I FT- x 1 1 1 _ I PT-14 --- L__,-__ 0 _ ,••.•= PROV:DE (2) PULLS (NOT 5CHEDL.'_ED) ;'<e■ B07 Cr-4C) 0 24x36, F'LYWD. 4CCE PANEL, PAIN7ED. 2x6 NAILER 1 .L'et ajp„„ f- - - 2-5 - CE "C3 s _13-NCs d■-•!: A.:. A .5 4 16 - 5 :1N N s22 44.5 OZJEZ.IeCoo ZNS 5.4.0ooN - - - E S0 - r = a 3 oltEmel. 41, 4. METAL CL 1. T't AFFIX I-30 INUL_ 2xe, NAILER TO ACCESS 1= '4NEL ., 0.5e 01.1 5E4NG • R-30 INSUL. Lu/ VAPOR BARRIER 01 11E 11 lit r 0%4 2xe 50TTOM C-0R D 0 0 50= 40 0 4 -0...z.N.C...8.- RCM rorselft. 1 „rt: • ignetC■ecE -4 ellaCING ZIESC:11%ff= eirohmest .4cole L11. ..1 WM* "Fk 41CCORC-104CE JI3C 54/4C-401C 25-2 b MEE SCPL alltwm46 6-1,111 *CPO `"VIIE co■ a sols METAL CLP, Ti P. 24x3 LYI1C. ACCESS PANEL, P,4INTE. - • INDICATES LONG SOFFIT VEN (TYICAL) ! ; ; 4 I -2 " • . I N (alc, I. • ••,-• \ L AFFIX FR-30 !N5L.L. TO ACCESS PANEL PROvIDE (2) (07 SCEULED 1 _on 4109410., Fi< - PT-2 F-V1s1"! 50 7 BOAI; PT-2 PT-2 FT-13 < 0 I 0 PT-14 _ 1 5i-4 C.4. 0 T- 2 2 : = 4 2.7 • ri _1 4C.3.43tV1 Imo 5.€a' 0 5_ & 1 SE4111" & - CE5 8 ONS 50PF c Ow e c.4e 1 -4.14eN L.L.JIWN pr.* RA. LA...1 911V- !9_."-E onift.'"V 0 Swella" 6 5 - PoPr-141 6.01.61R 4.7-.L.`="3 1 54. 41.B .o SA" 1 /7 RS PA INI'ED YLCOD . SOFFIT ONLY FC City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 19041 rl New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 I)R'X'N. SS (4�i . 1.11) DAC 01/30/03 RH) All ;till CY DWID ‘.( !RK r=t RI 1:1E(11 (:III.I\G AS SI K AVN .411 Nit MUM A !) • r •' - ,TON If 9S030.7S97 T II_ 23.813.8877 iAX. 253.54.7E198 C IA IT ECTSCOM NUJ I rs su_sniv I:JA� INS,:LATiON LESEN FLAG NOTES SOUND INSULATION BELOW ROOF LINE, R -19 INSULATION ABOVE. NO INSULATION REQUIRED. R -30 INSULATION • RAFTERS, FJC FACED. R -!9 lJALLL NSULATION N DCR1 ER WALLS ABOVE- FSK FACE IF EXPOSED. R -3e • DOWER ER RAFTERS. INSULATE ABOVE ROOF PLANE. NOTES • N5,.4 -ATION R -1 SOUND INSu&. A`ION, EXTENDED TO CEILING LINE ONLY 1. THIS PLAN IS DIArsRAMMATIC ONLY. 2. VAPOR BARRIER SHALL BE INSTALLED al WARM SIDE OF INSULATION, TYP. 3. SILL, CORNERS 4 PLATES, WINDOW 4 DOOR OPENINCs$ SHALL BE CAULKEDD 4 SEALED AS RECTO BY ILISPIREC (WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE). 4. PROVIDE F9K FACED INSULATION WI-EFIE EXPOSED 4 AS REQ'D BY CODE. TYPICAL ALL AREAS. 14' 1!` r 14' 'le r I- 4 L 33 -8- e 10' Ie r L>-< • • ` - SSE DCR2"ERS 14 le /: I r ' I 1 4 • 14' Ie L J 14' { 33'-8"' IE C 12' Ie 33'•8" 1E , um,. L 14'IE 0 flO L- 14' 1e �✓�'' 11 RIDGE - 17_71 I FP I L J 12' ie ' 14'IE Pr - - - ,:.="=GRCX _ J�►.: 7`C < ' ; —EN �!.Li 3\ ~ �E. E O� / / / t2 1 • 14' 1e / 3 4 3 WALL INSULATION PLAN ROOF 1NSULATCN PLAN ROOF INSULATION LEGEND R -30 ROOF INSULATION 14' 1e R -30 INSULATION • BOTTOM CI-IORD CI- O OF TRUSSES, F5K FACED. ND ICA?ES 24" X 36'` ACCESS PANEL N NSULA 7I CJti • TRUSS BOTTOM C6+ORD. (7) TOTAL REQ'D. SEE :DETAIL ON A -10e. INDICATES 24' X 36" GIB ACC.EE55 PANE..... (1) T."i A:. SEE DETAIL,. ON A -1 I' SUI_ATIO(V ' `RV' 5 1. OR S -ALL !' 1Gr•T F" VAPOR BARRIER AF .7lAND £"'RA . ' 5 OF TRUSS u l APPROVED TAPE. l 1111 L: S tik i iY �3rr 49 .:,10 &M1 E 'rC' '-ENL Ss us mom C 2 4 gyEE (!WI -IR .TON 48030 -7897 City of Tukwila 1 2424 42nd Ave. So. Tukwila, WA 98168 EI- 253.813.8877 I' AX. 253.854.7898 CHITECTS.COM _. WC.& AU RI(ILE'S RFSJIISTh New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 I >R.A Hl• SS /NE f.11F11:11) RY DAC 01/30/03 Rr \ ^.SNINS l 8" ►rras a �./. 1 A -1111 F`e I} 4 u~ -� -- RIA.L.L71 R? R* .ET:- t T %.(I.1RK INSt VIi()\ t= ROOF VENTILATION CALCS. AREA 'A' 1836 SE AREA / 300 a 2.79 IF • 401.76 SI REQ'D EAVE = LF • 826 SI / LF • 150,62 SI RIDGE • 131 LF 0 20 SI / LF a 383.64, SI SIDE WALL VENT a • 3$400 51 TOTAL PROVIDED • 91000 SI > 401.16 SI, OK. AREA '5' 8,151 SF AREA / 300 • 2115 * 3,91536 SI REQ'D EAVE • 241 LF a 8.86 SI /IF • 2,12840 51 RIDGE • 95.5 LF a 13.1 51 fJJ * 1,30835 SI DORMER VENTS • 2 a 6.45151 EA =. . )2 SI TOTAL PROVIDED = 16,3'36.15 SI >3,915.36 SI, OK. AREA 1,466 SF AREA / 300 • 4.P • 104.16 SI REQ'D EAVE • ISO L * ase, 51 S 1,59420 SI RIDGE a 46 LF a 13.1 51 JLF * . Es02b0 SI TOTAL PROVIDED 2,191.40 SI >104.16 SI, OK AREA '17' 1,065 SF AREA / 300 09568 SI REQ'D EAVE = 06 LF a 8.86 51 /IF 8. 16!..5(7 SI RIDGE • 31 LF a 131 SI/LF a 406• 10 Si TOTAL PROVIDED • 1165ze, SI > 895.68 Si, OK AREA 'E' 2,168 SF AA / 300 = 1233F 8 1,040.64 5! REQ'D EAVE • 83.5 LF a S.136 SI /IF * 13924 51 RIDGE • 44 LF a 13.1 Si 4F* .- T6,40 Si TOTAL PROVIDED a 1,31621 Sr >104064 SI, OK PROVIDE rt 51 PER BLECK -OR- (4) 2 3/5" DIA_ 1-10LES F'EROLOCK, NO SCREEN REQ'D. 22 1/2" 0 0 0 ("i 14' e VENTED RIDGE S 14' e • • • C...-Er■ES WINDOWS - LEG PilDICAMS DOWER - VENTED RIDGE uI I INDICATES VENTED oisocilE •C0CATES DolliArr Vow 1114PICA1 lEe V at 2 SORT ABCS / • 1 /2 " 3WP OR 5,-,E NCI - T FIT":NG TO LID I CLG. 5ELOW. ANY PFNE"RA" ON5 5+-IALL 5E SEAL '0 RE '/ENT AIR TR-1N 5 5 i ON. SUSP. ING ' 4 / i P 33'-8" E .>< NO TO PLAN REVIEW 36'; I41Gi4 LOBBY PREVENTS AIM TRANSMISSION AND ACTS AS bRAFT STOP TO ADJACENT SPACE. DOWNSPOUT 0LE T 24 GA. MIL FA.5TENE:i kE3 5IA'NLE.55 S"EEL !FOP R VET 5EA_E / F= 1 000 PRO VI:DE OFF5E7 SIM. STONE !"..72 Pr {-4 GL;7TER OND REF. DRUG. I \ / ! I 7' _ _ _ _ „ _ _ _ _ L-0 _ \ 4112 ^,^ . „ • ..".."^v",'" " ow Immo 000swmne C 2 4 • IS MET 14' le LOWER Cf:" ATTIC VENTILATION PLAN 1 14 NOT= 5: - MT!. DOWNSPOUT: 24 GA. KYNAR .:01NTS: IC -0" 0.C. - LAPS: 3" W/ TOP SEC" ION TO ESCOPE INSIDE OF -OWER SECT ION. MITRE FASTENED W/ 143" STAINLESS STEEL POP R: VE "5 PTND TO TIATC.4. - DOWNSPOUT CLEANOUT CONNECTION WIFLUG PROVIDED D E VERY CT.-4ER Ci-EANOUT t - VENTED RIDGE 20.0N5FouT 5FP.ACKf T AND OFFSET 2 '' WIDE A. GAL. rITL. FASTENED W/ (2 ) •14 X I I/2 I-4EX 4-WE AD SCREWS IJJ/ E XP AND 45L E INSERTS IF GOING INTO A SONRY OR CONCRETE. ft <1 A 4. - ,;LOLAN*POUT WRAP 7 W 'DE 24 SA. MT!, 4 <" , 4R COLOR '0 Tt... -4 DOWNSPOUT ASTE\V W / (4) :'6" 5ILINLE55 STEEL 'POP RI VE - FIND . "0 AII2 0 ii El F 14' E 1] DRAFT STOP (" 17 AI11 A111 n OC 47E DRAFT 5 "Op TO AVOID CONFL ICT us/ i•1001:: ..WCT . 12• C -31Ik - .7- Jr- ' L e. e VENTED RIDGE ''' • '11E Y C•=4FF i PAN • PRO w/ S'L F ' Cw-■ :NE -SAP 7C a OVFR E RE C EY CK t ZiR E: GE F. OR , :. 1.- 4,C.:4-4"1 7 -' , 1" 1 " '0 STACK STONE 11/2".!'-0" A112 Q 0 4 3 #1• oke-S2--• _O City of Tukwila 1 2424 42nd Ave. So. Tukwila, WA 98168 III New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 I)IL*NIN BY- SS / E C11140-1) DAC 01/30/03 •. Al SI low\ di.or ‘1110.11 A-11 1 wtwn li -I) HmIT ‘.■]..ARk ATTR: \i iii v i 1 Iv o 7. 4:5 -5 I DS 14' IL' RIDGE 10' Ds LEA P4c CA ES PCNcATES rrec''ll) 1 SEE �...._ I . "it £- It RCM EXACT LOC.AT C74, RIB — ; Y______ 14' 33' -8" tE 6/12 P;TC 33' -8" E "'RCviDE O SET N FASCfA 4 FLASHING TO AVOID CONFLICT u;/ AWNING HEAD. 12' e E E DS °mac c FL Ni M MMEMMEMOM es 2 4 rd Si► $ET O a 0 O 0 0 O 0 0 w v • t 0 f 6/'2 fi'ITC.; U DS -' 1'ssC5 PS Ds ---I Dc SEE - 1. -22' FOR _v— PROv . DE PE TRA ": FOR -►G'. STACK, STACK, BY FSE C. ,. RIDGE 1 12' e _ . z CONTIN:IOUS METAL GUT"TR, TYP., SEE JOB a 1701 MAIN 1.1- Cs ran.. r:Fn BN DAC 1)k I1 01/30/03 R t- !Nit w�.s >R ,T'1 R( Pi_ V\ '• UM 1 ti " � 1.or t- .$ v'Mwcw A -11 :ILL 253.8134877 FAX. 233. g54.7898 CHITI C'S.COM City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 Pt. ,tt• New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 FE= , )s II! n \NC i-g r; . Y i) AVii) \- (..1ARIti I II 1 1 ( 1 1'1 1 • - - --* - s I = _ ,r = 4 I MM. 0 3 6 12 INC1-1 1 U • or • =1, ; „,r ; p PF<OVVE FIBROUS TYP. ALL 5L 4f245. --- BET EXP. JOINT LOW 4 CALLK, T`.' F. eROOM L JOINTS EA. 5C.;E. • f...0.,Nri EA. 5' ; • 24" C , 42 ;_ONC S I ' t D.AIN GRAVEL LECC 1 1/2" ! 111 t 2 2 ' 4,113 43 ' elle:Cr" =N. &•le =K. NC. . • 51 g C:OkaCirM7:1 48' INC; Cc 0' —1 ■41.5 t.4404E7.: 4066 e ' r = 1 In IONE. MM1 0 3 6 12 INC1-1 • -1 «.1 PROv'IDE 7 TYP. ALL 5. ABS. EXP. JOINT • 7-."-DCzE5, 6ET EXP. .i0IN41 HATERIA... LOW 4 CAL4_ LAMP 51- ACK CO.-OS:EC CONCE 0 4 • C.C. EA. WAY, *4 X .30. L.ONS REESAR BiC EXP. JOINTS. v -- 1" t'AINJ5 C IN GRAVEL- . , --/ ■ 3 1" A113 A113, !.* PAT 10 PL AN an mow immommi 012 4 111 PEET SEE S — E ,0 4. , 09"4Cs OD 511 LIN, T5 TO 5ET LEVEL F REQUIRED 2x f3 SIDING Q/ WATER RESI5 BARRER 2 x 0 l'" ;R CIAP • BOTTOM t /"' I I C-7., ;;; T ' --- 0 6 12 INC1-1 FAINTED 3 /4" EXT GRADE PLYLUD 1111.=. I ".‘ EXT. Ki IC-1EN LJALL WA •1 BAND CC>NC. 5L 1.1/ tjtiF 4 FIBROUS RE 2 4 1/2 ■ I. E• EX O ..0 srlitC7** \ 349 0 CON INLiE EXP. JOINT L:NE.5 VE-.1R, TYP. 2 _ _ MIN iN 0 6 12 INCH • A CONC. PA/ ■ • :;ET ., . 1/ •"•-' • ...I /2 <E RACK 12" e4"; CONC $LaRRO-iNr-) 1 4 C 4 • zvc I Ar.,1 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PR( 41-(1 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 . 1701 DA' I4' Ss (I}II( IOU) W DAC Dkr!-_ 01/30/03 .1-41. !Ty? iF yr.:* AS SIR IAN •or vow* A I 1 _ _* .004146."1 ItI(arrsiu:sutvi.a) t 0 4 233.813.S877 FAX. 253.854.7898 CH1TECTS.COM 980.10-7897 ii!t.r•I' Atli .ifFTIF"7 \\ Ii) k I I \RI• • — P \ ) _A\ & T 11.'S MINIM rrissistr norm Iz BEVEL SIDING I 1 �..r.....:_�.r. �..- �... , •fad._ • w...1.. _ `i'� •G "ill 1 �wr.' 111111)1111•1 w..=Oa um w Ile Nall 2x8 WRAP } � -2" --E ADBR +4GT 51" .4TH STONE MiN • • c bx6 PCST5 #.41 111.0.11110 %_/ .� 11:4111111111111111 4' I_i �M' —Me I _ ..m �.ar11 iw .� m_ iorr _ womm am, =T. IMMIlt , — — � — . i Lm L �. m.r. te r- .+a. .T.Oolim.ais. moot ow am . '•" 1 " 1 4111111111•1111W"" '.1111111•1 Arm me Ia "'. I a 11 IMP lionVam am NEP ICI w . = ink ,l,........, �mor o Mr= i•—■ .......11111111111111111 a MI -- .-- I�fNOMMY.i - - all r.�ME= .-.1,11M11111111111 MN t 11 MN=— nr.e. Imam! mt rissor r MID :r IMO — , 8' -2" +- IE4DER +�G Ark 2" 1•- +E4DER HGT. - FOR LOWER JV I AWL sR� rt E I MOM ► Ili WIMP AIM NM 01111Mi0•0111911111 INONNIVIIIIIP, /MU IMO �.,.. v 2x6 CORNER BOARD, 5E 12 'QF mow osarlim *- 4EADER ,-+GT' 12' fE .;A"55, T` P:SAL (3I 4;E.�,DER 4 - GT_ 2x4 "R "`'. TC = C6 5!FL4Y L!\E - -• - TM BAWD 2x4 ',. ATERTABLE, e TOP. 6- -- i OPEN 12 L;2x6 "R", P ' TOP (2') - E E - - . 3" - A • ki - M r r...w -E (i s ; WALK -UP WINDOW - J NORTH ELEVATFON mol 0 2 4 8 16 FEET YL T ° -__ * c R ../OF -Y6 7 Irc • WV ts - : S .:E s1' - i E/_ 5 7 I 05) 1-1 `i 2x4 -R.. Rs. P-- \'E.+ \ . • 2x4 TRIM a 3-+E4D I 1x3 TRIM a JAMS, TYP. 33` -8" 1x2 RS C:4DAR € t JAMB, 2x R5 CEDAR TRI*" s SILL - - P. ALL LOUVERS. WEAT■-4ER' PROOFING/ FLA5H -4ING DETAILS Ito BE DESIGNED BY CONTRACTOR &5 APPROVED BY MF'G. t A. 4- 1ITECT, TYP - ALL LOUVER • COLORE VINYL A•ING 14' FE - • NC* - '..1 - I SD 5E -N.= • C i M. rr�M ( i 2x6 CORNER BOARD, TYP AWNING BEYOND 2x4 TRIM * 1- 4EAD, TYP 57"''. STONE TYP. 6x6 POST, SEE ENL.ARGED DETAIL 1x4 TRIM J41^15 16 FEET ( Lib, 19 - -," DORMER 12 - 4E4JER 2x6 __ i -EA DER SIMULATED STONE, T` lx TRIM BETui EN JAMBS, TYPICAL. EAST ELEVATION m z< e r=c ix TRIM BETWEEN JAMBS, TYPICAL. RIP TO FIT. 2x8 RAKE • DORMERS ONLY. BEVEL SIDING C.:P. 5E`. 12 E%.1' - 0" 2)4 CORNER BOAR 5, TYP. odot2..• I N \ ! - E l , C.ON t.:..: :: E5 4 _ C D :R =R /EC - =" NC: 'fir" .^g ""C ,'. fir.. E.C. C. M �` 4�r E rr V wE5 S .' Vrr C4 '' +�►r r� '�CC'.;' • gEST ELEvATION 111111111111• 10 2 t • li► JT %- ■ w • 1 •• ■ i• ■ • v 0 0 —1- COLORED AWN!NG - "AV - 1 "- SID INc. BE+ -4IND 2x R` 4-1-1 • EXTEND BOLT ;3/4„ t i SOUTFE L EVAT ION c-. 0 2 4 8 16 FEET 2x6 TRIM, F�A5�1 *HEAD WATERTABLE 6x6 °C57, _/ / ;x6 JRAF) 2x2 1 ( T4 ' • wL I+ c n — r a -2" 0 01 �- 2x4 ' TERTABLE 2x0 . LAS-1 AT 'ice - -'4-G '2 r a -IEADE R .._ . ,. r \�.K 'FYI W . _ R. .. -- :)C l _ .. �.•-•C • 3I' t 2x'0 CLE:,R F:SG I CONT. I TIER 14 +a 10' la 2xo .CRNER BOARD B;I�D :tiG'r 33' -8 E C I 2 � g -' 11_4 r ,; r r♦ 0' -Q.I Aik T.O SLAB 33' -8" fE PROVIDE T:-ZING FOR ;40T STACK ROOF P*L~RATION 2x;0 CLR I 1X2 f .4ICE FASCIA EX .TEND 3" PAST FASC'.A QR GUTTER WIDE 14'5? ------ BEAM PER gle vE - .L $ : `Cs 1 50 i (T \F' City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 1'*( ill-( T New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 JON - '1701 I)4A4C\ III 5S ( III.1'I■F1) Hl DAC 01/30/03 RF \ i^JC INS * g0,1 1 ,S " =$'4)" FEB 4 Lai i'RT: - ( Y \ 4.I ARK R� - I1 . )1\G 1.1.1: v P7-9 PT-S -- KIM \ - _ - — — ....m.-. ... - -- . ill, -"' FACET OF EE 4 LA . 00°' 5-E-.= C.7,R0 -411 COJCE `77 5 RUBBER CAF..,E SE.. STAINED • elft -41 • Tx6 CR !_.... NOT 5 T'• - _ 1 I-4E.ADER P'F_CE raY I .00 I OPF.7,4 FOR COOLER (VC) = 7 -- : _ \ / \! - 1 .._ 1 [ 1 k 1 A 1 IL TYP r fSs • 1. -- 1 S n12 C._R. -4 1 I NOTE± COUNTER FOR CLARITY. PROVDIE F!LLERS BETWEEN R.,EQ,;:RE::' FOR RADIL:SED AFPL:C.T..ATION. ' *- • 11- - (INTE.RI0fR SI:2E) "SNA0X.5“ 5 ISN 133Y OU)NER. s TOP. 5E -1G-7NG PLAIN G...e C.C TROL ..C \5. TYP. TOP - - - _F• - f..)=-= - • " youir r — 2 PIECE WD. BASE, SEE 1 ■ / 1/4 — leCzAC SC' ALFF: l_r- _ B 3:45P 0-S / SLR. * r . " '--. / -/ TRI"-1, lx6 TRIM. TOP 41 SOT SLOT WALL f. 0'6 0" 4=F f i k \.■ r T. N 5i7" AFF 7.0 COUNTER "' COOL.E. NT CORNER UN 'T, OPEN ee-ou, PL -9 el TOE KICK PT-6: l'' TOE KICK 6 FULL t-tEIG-;T CAB'S. CP I or I • I ;cc I - ( • / 0 • 4 4 lx6 TYP. 1)(Z --""= Ix Ix4 TR", . lx: - = = bP4 I PL-e T -0 TYP. 2 FHECF. BASE, SEE \ te,0 SOFFiT PL -10 CS-. E QNE NOT 5r40J\ o a k , 36" APP. 7 T.O. COUNTER PL 50" A.F.F. T.O. COUNTER 2-J j 1001 "SNACKS" SiGN BY OWNER_ UPPER 5+-4ELVES (PL-9.'d COUNTERTOP - BASE CAB NET - OPEN „...., \, -----=., ... . ---- t -_-.- 2 s:7--, ,,,........) ,......, I -- P. LAM BASE CABINETS (9L-9) oFENNic., FOR COCLER, NC r P \---/ I I I f 1 I — " I - Mc - • Fi Gh.115 per•_T SIDE. ELEY. NT ELEY. IF LA A.7, St-IELVES COOLER JNT BASE S4BNE*5 COUNTER St-LOWN FLAT FOR CLARITY. -.*=, (EXTERIOR SIDE) w=se-s.o - ; 41 ,1 5 9'-6," B O. C.I.Le SOT SLOT PI- -1 (FACE) F'L -10 CD, - 1 1.1 C45,-4E R COUNTER NOT St-40t1.1st FOR CLAR 1 47.--.., .--= --... ..1, / , .... If-ST: 8. ...... t -.. .." , _ ...... _ ' - ... ..- ' S,.../ ' `.._.,../ --/ TOTAL OF OPENING PA NTE::: \SC-CT - C 5C AFF II 46" AFF T CUSTOt COUNTER G T.O. PLATE BEA"' AROLIV.:.) :33 -8'' ' 1-- "P SEE NO TOE-KICK- EXTEND P.LiAti. TO CARPET a PROVIDE CONSISTENT U. — TYP. P LAM. S.-1ELF, TOP a 30 ' A.F.F. BRACE AS REQ.D. BY MILLWORK MFG. 501T =I= • I 1 / a 0 \, 3 - AC< BOARD P.LAM. 5 TOP - IS= -1.0 '"' B.O. CLCI - Ix& TRIM, TYP lx TRIM, T' . 2 P:ECE SEE (2) SETS ADJ. &-tELVES CAS(NETS LOCKS ON CAB DOOR PLAM_ CABINET RASE 4 BASE. M-2 BA5E - BOTTOM PESE. ONLY (TOE KICK) \ PROVIDE 1'-0" 4" SQ. STL. POST a;/ 18" SQ. BASE FE INSIDE FOR STABILITY. SET TO SLAB w/ (4) EX. BOLTS. : ' • Ix6 TRIM - Ix TI?-1. p. — Si_Ci ,JALL S . CAS;-; ER COUNTER \1OT S;- FOR I ;00 I II '00 1)0 r 0 ‘P. : 3 -6 : / S . STEEL POST INSIDE FL -8 PL a FI-AN :7= IgLEVATION - — 3 ( I f LA, ThL dr/ t.1)00:::: EDGE r1 P r E .9-EE 5 CENTE - 45-3 .EE I14K- - --: a - . if - d r 1 — -:..,,--= _. r- --- ,c^) j ...--: i I -----‘ ,..._.= !=...... 1 4 ..' ' a (4 1 /8 - -5— CROWN MOLD 'NG, M-4 PAINTED FT-8 — POST PER PLAN -- LOCKABLE e45E C.ABINET Lt./ ONE 54-ELF 3 ( 4' -j00.7.: EDGE .7' -0 I ( , OW= .1.r■E•11, rig< \ A 0 ...m. I& 11 A /fQ 55p Cr-G (-711....5 SOFF T - OP I OT. 2 545E, SEE )1X City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PR, )11-.C7 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 _14 )b 1701 DR AWN BY. SS CHF( 71(1-1) DAC (i R ' &?1) 1)VVID k. t !ARK. 111 1\ RIOR 1.I.V.V1 11. AS SI it - )W's, p NA WWI A L'.0 1 E 4 PE. it ITS RiSERVI•) 014901411aTON ZoOr 98030-78T WrEI 253.1313.8877 FAX. 253.8S4.71190) CHITECTS.COM PT-2 - --q OE / / • 1.- ------- I 1 WC-2= E=1=1:=11 LIC-2 il l II r S. . 'Z)5 SOT • PC__ S- - ••••••R 1='"::•-• RAIL, SEE • - 4 S CLG. 5 C) , I • ‘,-,/ I load .■•■sminms I I vol. ammo. el, I NM' Mir ailm"A. IIMION I 3 -C lx 6 1.1)D. TRIM, TY,=. 1 4(4 1.11,7:• TRIM, I 1,0i GE. =Ral ELEV. PL ■•-• ... ,- / 1-, w -.. =,.., .,-=•., ....,.# 116, —.* ac_= - t- i ._ _. f I — - / - '.._,...*" •.- ...-d! • ...—,...—•■•■•• • -- 5-2 TR,11 GL-•-.56 PANE-5 5- --;-•IALF WALL Ir = - • N ;:0.0E =C ACC-ES-SORES. ' 2 ) TUC PIECE PT-2 (FLA .450VE WALLSOVERNG 5ER 5A5 f.-. CROWN MOULDING, SEE CI-IAIR RAIL, SEE WOOD e45E, SEE PC IRA•L, SEE A bloi-ou • 8.0. SUSP. CLG. 4 .. _ TCP 5E - ▪ - C SFFLAS4 \ «.= R. N. 17. PRCV .5...ACKNCr.;•-•OR AN - C'_E. - I fs1=1, • :6 •-../ - - - ix & WD. TRIM lx4 LLD. - 1 ale 50FF IT - 1 -, P / D`SPENSER (NIC) LLLL- T I \ Nc- IC -0 5.C. _ R-5 E R 5 \ ""'• 1 ) • -C. • - - 1 I Ica 1 I los I I no j '10 I / 7— RETU LE RN r-1 430* TERMINUS T-2 (FLAT) ABOVE ILIALCOVERING P. LA!" F'ARTITI °NIS, 7r SEA7 C-CvER D 5:PF_NSEIR (NIC) INSULA PIPES PER 4:21.4, -PT-2 LIC-2 (.• \ \ 5/, _ •O -2" 1' B.O. SUSI= 5ACK.1NS =OR AN"'" \ CE .CE55OS. I 5 I _ \ ILA. i s!. _ COL. MOULDING, SEE C•-44I R R..41L, SEE P - TWO IF' ECE '..',./00D BASE, SEE CROWN MOULDING, SEE CkAIR RAIL, SEE — TWO PIECE WOOD BASE, SEE E , 1 .■ \ r cn crr TOrLE-..T PAPER !RUBBER 5‘.' SE :•-%;SPENSER, ••=1.' • 1 b ..' C •••••:.. •"'•"" 1 'N . • 4T - C \ PT-2 (=LAT) ABOVE WALLCOVER1NG - PICT-IRE RAIL, SEE SEAT CC'/E' SENSE. (NIS) BABY C... ST TO. (NC) . 4&13 / -125" v i r 5.0 SUSP. C-Ca PICTURE RAIL, SEE SEAT COVER D ISPENSER, NIC CET PAPER D:SI=PN.S=R 1)0 r ice I A "I' B.O. SUSP. CLG. UIj I E. -5PEN-5E %.A No, ■_../ 1 411.0== I 110 1 ire -WC-3 lx‘ WD. 1x4 V. TRIM I M-S RSER NOTE: PROVIDE 154CKING FOR ANY 'ti :L.; 7 01.._Fr 2CC.E5SORES. -••••••• ! I _ 5ASE 1 /4. •• • - 041 • — • /O..% 1 ) v 0 , 5AL. LAMINLA.7.-: 7 O. EaGE • SP. -'2 ro PT-2 (=LAT) _4ea WALLCOVERINCa TOILET PARTIT'ONS " TOP SET 71C,II--IT 'O SPL454-4 4 TO Ll.:ALL 4 ES AC- .454-■ f=' 41" • COUNI KI'rE- r 111. SEE R GRA SEE P 'EE 1.-COD 5ASE SEE 1701 L) kIXI• WA! SS (HH - K1-11) tIN! DAC 01/30/03 F.V1 Sk AS sl )\‘'N City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 IRt J -( New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 F-F 1 4 - .X3 PIE;•*." .1t•/fl 111 NTT I) 1\ 1. i I. - 1\ 5 1 II.1V \ II( AS' VP R = / ><=, c TYP. LUALK PER DETA,L ; ' ■ FO-.RED \ r RE \="r4 01, _ • 5 7, 0 FELT 0/ 5TL,22.5 g 16"oz u.:./ 1/2 C\ E 527,::5_ INS,,LAT.ON PRC V.F., WARM TYP - 1.1 ••• ••••-•° - - - 4::' z A -KNG .,P;EYON.72. SEIJL D ATE STONE R = 1" - 's -- Pi:IT WAINSC SEE TYP SONC-RETE BARR E.R CS TOP CF • .:.,PFRcc•-; •-= / 7 : „. 100.•Th V -- ...le W./ - ••■•• , Tit .1 " 0 TH: I !hi I :-=.- 3434.7.1 • - 4 -■ • " N■ Tit * alma". r CART 544 EXTE1ZOR 4-10R Z. 5.27.. NG 1 .,=. 1 JULDPNG P=_T OR (57-1. 570N c .. Li;AINSOO7 0/ 2x6 STUDS * '2 or... NSULATION " ' / ::E c- 2 :Pr 5. T...:71 +• --R"' U NG 5E 7, — TOLJER 1, C.7,0* '47 ON: SEE 2.,'TRUCT. - URAL ONE-HR. 2x6 STuG5 Ns" TYPE sje, I R-I \SULAT LE ERS PE-2R TR,....55 F-Y1.-i0CD 11.AINSCOT, SEE L INE OF DORY }BEYOND •=' - 4/2 Ea:EAT A L 4' - ec:5 SEE 1 12 6 T OFFICE -\\ 12 3.615 - UJ•\5CC SE 1.055Y PAINTED 5E4.7. BOARD WAINSCOT SEE SHT. 4-503 :4 —2 PIECE 8,4SE SEE • - c I : C 4 ;e:"e - - IC 1.4. 2 .e.....RR EC L.1.: 6 12' T_ c". 2 FER TOP CHORD o TRUSSES SHALL SE 2>G3 WITHOUT QL,ESTIoN. 33 LIGHTNG * TOP, SEE SHT E-4.I z 6 - :0 I i I I IC* T 5C ELEC./DATA n SECTION A-A MI= MIM IMONI■ 1 0 24 8 le. FEET SECTION 5 -5 0 24 8 z :2 16 FEET "1... • • • • NC: .„..21,„1„, -T 7 l e**•V I TIIIIIII 111111■ • 24 • PEET O • , .*1u-ivil EIR1219 COI\CgeTE. a' 4" RCS" /- C! 6- i.unr-orr" 140. 12. - 3, EX7END ONE 40LiR RATED WALL 57LJN. 7U555 70 ROOF DECK ABOVE - - CART IM NTCR CONSTR..iCTION: 5E.- SEE STR-4.- P1-4' P 'RIDGE B.EYOND !ROOF 7 55E5 PER T1FG. PROVIDE BRACING OR TR45SES (NOT 54.40.N FOR CLAIRiTY), IrYP. 1 .1 1 • LIES C. - -ONF IGURAT ION NOT 54-40iLN FOR CLARITY 10. L PLYWOOD UJAINSCOT, SEE G'gC)ER 7RU55E5 12 20 174 - r RAIL SEE 5-T. A-12:15 r sh7,.0 ST1: •""" 1 IMF-11(.1,4S Li1 ;4' 13* • 2 PIECE WD. EASE, SEE G. b SOT SEE 5.-7 5-06. r I I • 5S c, Lf2• 055 or 2x6 57L.r.)5 • '2 c.c. u'../ 1\5,11...4 7 IONt o/ '3" Crsje, ' `---EX SC= T — RIDGE VENT- SEE ROOF PLAN PF. 13° MEETING B l'oe] EXTERIOR WALL CONSTRUCT ION: 2x6 STUDS • 1 2 "c c W/ 1/2 " GWB ON EA. SIDE I R-' INSULATION. = - 1)(1 TRITI Ix TRIM 2x4 FLAT OUTRIGGER 24"c.c. SCISSOR TYPE TRUSS 1x2 TRM 2x4 FLAT OUTRIGGER • 24' 5C:550R TYPE P4 \TED EXT T 1x*2 XEN.7.7.: r uJ ,0".• •-••••• j a•••• 1110. %maw coOVD PATIO [ OPEN dr*. -111CL. ■•■ ••■■•••••••••-• , I . WM* 10 i E 1/2 " = - 0" , 1x2 o/ 2)(10 RAKE 4CA . ‘44156 CONF ,?*4 • S--CLA -LS &IFS .6€F 9°E P• I 2x6 S-OCK a 1 c P. 2x RAKE FASC 4 2 x6 SOCK -tv 24 c.c. EX'. 50 T 5C'AR= T 11..AiLIFfirk OLE EN:-.T' -ALL, 1/2 5-E4- 5T. 54. ER. -OR Z 1E5E1E_ 5 2)( RiY 54,N - = le+ CR OWS.F1( 1701 DR var. in SS/NE ilECIK.F.13 DAC II*01 01/30/03 W W.111. - ,l% • FEE 4 As Si A\ V.VIJI WV.. A -301 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 pR( ocr New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 Butinim; --AlluwarrstE 110 FRC./ • • EXaRIOR WALL CONS7RE S11 STONE 1I LUEA.T. 1.5E5TANT SARRIER o/ 5+-4E4T#-iING F'ERPLAN 2x6 STUDS 16"o.c. a/ R-II INS,...ILATION o/ VAPOR !BARRIER lx 7 R'"1, Top 11 30T. _411 Air S.:). ' r • E TT- - - 11 F •CR R:X3F . err 1••••••• •••••• am. 1 'N NG [ Z4 SF_ EC' 1 ur - • - - • s„. • _„ a- ••• ____- _,.■'. - ■ .............----- s..■' . 2 _.■ ,...----..--------- .----- -•••af .1 7 .0. PLATE • 7.0. EirOINE., I tsc t S .5a- • i-EAZ:ER EX ____/ T.O. st. •.4110 T.O. SLAB Ao3o7 5 -- gX A_ - ERiOR W_ CONSTUCTNio, J.e. Si".:-ATED so NE o/ 1 / 2 '' 'F'...,Y 5 •:. 0:: ON :- - . 1 8" NC 5 5C... ...4.."..5C.0 - OF 7sr SEE. INS..._A 0/ "2 " C-.40. OR AS :;.:CCD 545E, =E. 5 g• :-.■• F.. " 2X6 VENTED BLOCKING T.O. PLATE " 4 0•••• • . ✓ P ra -C• •.L- A•lt, • rt N 1 CONT. EAVE VENT EXT. SOFFIT 30ARD r'- WALL Ca4STRUCTICN: "-•ORI7... BEVEL SIDIN6 a/ WEAT4ER RESISTANT BARRIER o/ PER F'LAM 0/ R-19 IkSUL47 w/ V15. PROVIDE F5K INSULATION PLYWOOD 5+-EAR AS ND'C.ATED CN STRUCTURAL. S-EES 5 4" GLide S07 2x4 OR 2x c. 5%05 U.] 5 4" TYPE 'X' C. APPLIED VERT. OR "40IRIZ. NAILED L.,/ 6c1 COOLER OR WALLBOARD NAILS * 1• oc. w/ END JOINTS ON NAILING MEMBERS. STAG•"...i JOINTS EA. SIDE PER USG 11-1.3 (PROVIDE SW UNDER EA. 7 • LOAD SEARING WALL). ROOF 5,4E4 NG PER STRUCTURAL SHEET ROOF TR,...SSF. NA LER AS n L J I I I / \ '■ - • ; / 0 -4 %. 1 I 10••■••• c ART BARN "". OE-- • L *Par- -■••••■ 111■•■••• 1.11, 1••••••■ WALL P'ER 4N R...5SER SEE 5- - cab I \ 1 /2 .!' -0" .410514302 FA;\ F.„-s t.1;.:.i\ T-!.•=7:::i--, WALL COI-OR. e OF 1.-AN5CO 'NE e.L.RR I ; • \ / LA../ r = • Lt7.6.322 4; I L . 1 I_ fir r r F - EXTEND GI.4.8 TO ROOF DECK ABOVE ROOF ilISULATION SOTTO?", •"- FRES:LOC< to 8 -0 c.c REQD FINS- 1 WALL ITES NOT 5-40 FOR AR.1`r- 55.E FINI54-1 Li.:ALL PLANS BLOCK SOUND INSULATION, T ALL. INTER1OR WALLS FLOOR SASE NOT S-40L.I.N FOR CLARITY T.O. SLAB PE = 10, N 5r.." mc ! .ANC PE STRUCTURAL 12' 1f? 4•% D EXTERIOR SCAF X 2 - 7FRI1"•! 13-5 P-AN, PANT=I R-30 INSULATION w/ F-'5‹ 14E3 TYP. a 5;--EAR WALL: SEE 5 5-104. A ilL -46 ' -s 1 C •C WOriENIS 7 5 I ajA! • L I 11.11, ,•••.„ •••■.. 1 .11 I 2 -F2) - - - ROOF TRUSSES * 24" o.c. Liil 2x8 TOP C.:I-40RD, w/QUT EXCEPTION SEE 5.- 026 FOR S'Ne...C ".••• E3795124C66 No- ANTE ": INTERIOR WALL CONSTRUCTION: 2x4 sTuD5 • 16"o.c. I 1/2" C.ita3 ON EA. SIDE I R-11 INSULATION. 12 PROVIDE SLUG NAILERS IF REa...::1P-E-. 5/8" ROOF 54-EAT44ING 2x8 VENTED BLOCKNG, NO SCREEN IREQ'D_ 14'-0" PLATE FANTE.T.: EXT- SQiT BOAI; LOUVER VENT' 5 2 X 10 C...F..-AR F45C:4'. -/ \ • „...-. • • - ' 10' B.O. 5USP. CEILING PROVIDE GL NAILERS IF REQUIRED EAVE EDGE .0 el* 16.0 sammigt c- CONT. METAL \ cit.,T7=R _433 .o. e GFRID- 4x12 SEA?"'IS A 24 -0" 1 S.C. BEAMS TOWER WALL CONSTRUCTION: SEE 5TRUCTURA_ 544EETS LUL !BLOCKING PER I TRUSS MFG. EX. 50i7 BOARD - LAP S. NC: 0./W4TERPR SARRIF.-.R 2X6 EXT. WALL. WI INSL.LA7:0N. , s aag 4. iF V !ea •••■, /Ma. - • N •N I 11 -\ S , 2,1 S _ r- "sr=2 1,--=4- • . . K t - (1 I en, ••■ • - • • 41051.30 - L'CikaC7 Si-411"•NEY L!Gi-47 NC t 70P, SEE _!Se-17 PLAN EREPLASE BEYOND SEE 51-17 A-203 FOR DETAILS 511 STONE (S-1) SIMULATE D STONE (5-2) GUS - TOP TRI1's, SEE PAINTED 5EAD E304.1■?...7 WA NSCOT TO 50" A.F.F. - IR-30 INSULATION LIJ/ FSK FAC! 1's a 50 T. 0. PLATE T4'-0' ip 0 54,•5P a2 -0 IL- - FP N slarbIZICZ \\ is s•-••"' 2X8 4f.. BRACE * 5--1EAR WALL _I_ TO TR.155 - SEE 5-54EETS. WEB CONFIGURATION So-IOLN AS APPROX. VAPOR BARRER Ga.J5, 7.-4 CAL I. 1 \K( HII1( I'll(. ; C City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 PR' jF.i New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 , 14 1701 DRAWN ti.‘" SS/NE KF.1) BY DAC DATF_ 01/30/03 W SI:(711( ISBILA . AS SI I( )Vs: S_ • 4. FE :3 04 _ • -1111,11.- a - EN.' m<G.... FL- WC'=- RFR Lii INDICATES LINE OF SOF. A5OVE_ ENLARGED FL AN - FRO - 51-10F) — 1 14•1*-11"" - - 5u1LT- IN PLAM. COUNTERTOP CONTRACTOR Si-4ALL PROViDE ARCI-4ITECT tu/ 51-40f= DRAWINGS PRIOR TO INSTALL-. :25 5&2P SEE INTERIOR ELEvATION FOR1 1/4 1' - irt a C4&+-4 REC.-IS LOCATIONS 22.EEFal913 4 4> • I "IP INC'IC-4TES LNE o SOFFI BEARING WALL 1 9 Lu La SEE I =A." -,"_= 47 K — = C\ iSrzi i... \F" ENLARGED FL 04N (ir GP MENS RR igisr-er ALL MOUNTED SiNK I 36' GRAB BAR 6 -6" ENI-AIRGED PLAN- E STCOM INV ENL ARGE ID FL AN !LIPPE LEVEL ;-105P I TAL I TY/ LOBST 1 4 •1 1 - 0 " TOILET PAPER DISF'ENSER, N.I.C. F'L4N NO • INDICATES 4X12 5115 AT 24 4FF P-4\ \C C:. STC:NE .•=,[_••• 241c.:„. WALL MOUNTED SINK 141,4v04#420- ENLARGED Ft AN - RE T IRO OM 1-12 /4 •1 6" GRA,/ BAR BEAD BOARD WAINSCOT UP - 0 Se" AFF. SEE INTERIOR ELEVATIONS I .".:F. I NC E-..KP•OSE:- 5PRIN'r-E.- C •,: -NES ...;".-L 5 • •-, 7-.---- r-s==.-.= .__--- N ---...'":SP - A- ' OR .A.:. dr ENL ARGE I : > PL - TO LET 1 SFENSEER, N.' r- 6ANITAR'7" N4FFK:N N.HC. PROVIDE /3:_OCKING (T). 4N - '0!;LET ASSESSOR :ES NO 45 NIC. 1405P TAL ITYi FLA\ \CR los•r • 1 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 MO:CI New Foster Golf links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 L) \'1'. Irt SS CIIECKFI) BY: DAC k 01 111.■1SR 10' Va '1 4" 1 6 " A 401 • _ F 5 0 4 17: .r-fl kit( Jim .1 - I t I 1RF: I: L p i \N S BE AIRING LUALL 1-1/2' X11-7/8" l'IL STUD WALL . ■ 4 ■ ? "ML . -- 8 • I t r . r W SC II 19 .1 ff.siMLEL.DEN.02es 7....S :,.....1..5-E. +1 , "----- i V 9 11 T.-12 , - -T t - ST.- -.4.-- a - EN.' m<G.... FL- WC'=- RFR Lii INDICATES LINE OF SOF. A5OVE_ ENLARGED FL AN - FRO - 51-10F) — 1 14•1*-11"" - - 5u1LT- IN PLAM. COUNTERTOP CONTRACTOR Si-4ALL PROViDE ARCI-4ITECT tu/ 51-40f= DRAWINGS PRIOR TO INSTALL-. :25 5&2P SEE INTERIOR ELEvATION FOR1 1/4 1' - irt a C4&+-4 REC.-IS LOCATIONS 22.EEFal913 4 4> • I "IP INC'IC-4TES LNE o SOFFI BEARING WALL 1 9 Lu La SEE I =A." -,"_= 47 K — = C\ iSrzi i... \F" ENLARGED FL 04N (ir GP MENS RR igisr-er ALL MOUNTED SiNK I 36' GRAB BAR 6 -6" ENI-AIRGED PLAN- E STCOM INV ENL ARGE ID FL AN !LIPPE LEVEL ;-105P I TAL I TY/ LOBST 1 4 •1 1 - 0 " TOILET PAPER DISF'ENSER, N.I.C. F'L4N NO • INDICATES 4X12 5115 AT 24 4FF P-4\ \C C:. STC:NE .•=,[_••• 241c.:„. WALL MOUNTED SINK 141,4v04#420- ENLARGED Ft AN - RE T IRO OM 1-12 /4 •1 6" GRA,/ BAR BEAD BOARD WAINSCOT UP - 0 Se" AFF. SEE INTERIOR ELEVATIONS I .".:F. I NC E-..KP•OSE:- 5PRIN'r-E.- C •,: -NES ...;".-L 5 • •-, 7-.---- r-s==.-.= .__--- N ---...'":SP - A- ' OR .A.:. dr ENL ARGE I : > PL - TO LET 1 SFENSEER, N.' r- 6ANITAR'7" N4FFK:N N.HC. PROVIDE /3:_OCKING (T). 4N - '0!;LET ASSESSOR :ES NO 45 NIC. 1405P TAL ITYi FLA\ \CR los•r • 1 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 MO:CI New Foster Golf links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 L) \'1'. Irt SS CIIECKFI) BY: DAC k 01 111.■1SR 10' Va '1 4" 1 6 " A 401 • _ F 5 0 4 17: .r-fl kit( Jim .1 - I t I 1RF: I: L p i \N S BE AIRING LUALL it p t 5E/ ::E 5 CN A:2 - 3 6 -0" If „„,, • ""•, = 2,04114 1,691 SF. Tej -44 Lig„Li • " (7 OV.-Y - Aft 3-5 5EE OUTSIDE SEATING I y -e 42= 11=' ■ • N IL I 0 cOV'D DININQ \‘: — - 7 ra. •.•••4! • - ■(•'----'•• • \ 5REAKFAST ESAR AREA (NIC) E • I. RAISE:" • 5$ _ -"\ \+ NG/ LaiorNGE/ K:TC44EN/ SAR ite LOLNE 1381 S.F. - 03 , \J <JTC1e4 • 7 DAR (NIC) COV'D DINNO [ C . ) \\ 1 It T E COLNTE4 4 34" 7 :E5 f-ON.::ENSC45 CB• ' =SE • 11 - 51 (NIG.) olb CCVERED ARE. 4, * 5MOKEIR NEU:, exe '='05 i< 62 5CREEN • s 4 . "1 0 is) 9 C4 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 • ois 1701 DRAWN WI SS ck 4E11 HY. DAC IMTh 01/30/03 FEE? a 4 tit" r' £2 1) k* \VII) 1, 4 LARK WI ...Kit 1 4 111 • - - "NC ,110•13E N INO = ip EMPrr a "Olit 0 1- - .1 1 1E -ME cor INSIMGAnGIN JOIE ,...5,..,-,,' :.. ,,,, • ... ..,., 1 t) , .. ..'• , .'-`. ..,'1'. ,- , • 0 '>' , ' , i . • • : • i 1 ,‘,,` \..•,:..-; .." \ •.= N.< . i ' 1 s s. •• )'.. )..• V 1, • '. • 4 ' _..., *. -. ..7 - • ...,.. ,,,,..). , • .r. 0 - - # QED LAR el' DIA. P.-AVM - iliT1L VALVE COVEPt BOX 111E- '1111r TERMINAL DOME CAP 2- ' TERM NAL POST ,-- RAIL ENC tl - $4.> r TENSION BAND ----TENSION 5AR 1/2 " RAD IUS CONTINUOUS BASE COURSE API r CARRIAGE BOLT AND NUTS TRUSS ROD ADJUSTING UNIT p. •‘. ........... 5-0 PER Ic" 1-44" BRACE RAIL,. RO WIRE TIE E 4 \ rr 1**11=STER ENICOSLAE SCALE: 1/2" : MIN I MINN 0 1 2 FEET - . ""•-.- ..../ , ___,__,.„-----''•-• 4 - 1- r 4- - t r -.- + 4. .. 4 + ' . + + + 7 . + 4. 4. 7 r / ...1 / . .1. + + .. 9- 4 - r 4 + + 4 + + 4 + 7 4- + 1 1 + + + + 7 .- . -.. 7 + 7 -.- - + 7 -,- 7 T . + 1^ 7 4- - r I ‘-\ \ \‘ \/\ \\\- \\' k` / /j/ • 1 1 /\/ //' \\"' /\\-/\• \\\/ "\\\/./ \\\'' 1 \\ / ,. / \\ \\\//\\//,\\■,/,\\ r \\://( ',\",;\ AN \\>\ \\\,",.\\\,\.‘ /\s \\,/x\/\\ \\/\\/ \‘\/\\;/ •,/‘ trIo E-X4N610\ii ( w A 1,00 SCALE: 11/2 11 = tos° r Nt w / 4 1 •/.. ) . •-7---., T - .,_ •-•--- • • ';'...--. :-. '''. . , / .::: . : a :,> : . / ),,,, * ,,,;',`"/ ,,, 7 . 1 < s ‘ \ , ,:- .„ „i - . 'JO , .! ;'; - .I i -.r:11, -..., , ,, • \, \ ' .,. ....... ' ,-sr‘,,, \ , , • \ ' /,‘;`' ;',,‘, 'ti /;'' - 'X r\ - \ .. _ , , • , r /:(/<'' ,./.'',/,''', ,//'.- /‘C/ i , • / 4:/i." s /, '/ /'''' "'' ,.':,-//,' ,,/- „' •-•_, • - „ \ '- 5'.- \ \ '" '-',;•, '' , , >,.. ,„\ •, • ...,\„ ,,,,,. -2/ , - EXTEND ri• 'MAT CPS Olt 410151111C SZ-4°E PER EXPANSION JONT • SIDEWALK MAX. SPACING 15'-0' 1/2" PREMOLDED EXPANSION JOINT FILLER FILL TOP JOINT Of PAVING JOINT SEALANT CONCRETE WALK IV RE NF. IV WOWED 0/15 •••••••■41. itv A • 0 ,01.40\ ; , L ." , \ LA • '2' GA 9,2" VINYL COATED MEW LINE POST CAP / 1- LINE POST - - RAIL END BOTTOM TENSION WIRE ,/ 4 • "N` --\\\,\ • N\ \\\.-\\. -- SLOPE "F'OR P....43444 - "%A_ 3 =MI 1■1•111 MIN 2 4 IS INCNIES ......_ _.. .,.. ... . 9 lk*, 4 1 0 . Ilt• =4,4 • *AP* * Ali V.'" • •••:4• • 117444'. ••*•+•• .., • ,..„,,... . .." 841.4t..„ • 2: % •• • • **** I ‘ • " - • 40 • *0 ifte loo 4 t . II C• • 1 N t . sp. dooto Ist. . 6 , i t, , toe • • • V% 4 ••• so4*. ••• etos • 44* ■• " • • .4 0 9:04b 4IV 1 *t • • • IV 8 4 1 .•:: ... •• •••\ A r VI %.41, • • • /P • "11■ 1 40 WI, V- • .4 ■ I • . - • 8 4 0 • :" • •• 41i.* 4114■ P ‘46* • f•- • ." • S 40 . •■■•••• A ••••• • . V* V • •401* 40 iro -• • •%.• . . 41;:r ,• t• • % • •4101, • A. e 411 I 0 ' At 41 , 4 ti o• 4/0 •• •••• 114, • • • iir V %SA ,.• 10 4,4 I I r0.. % S . • 4 , 4040 84 re • 4 t• 40,k 4 • • 1 0 . " '4 IN *WO • e • • . I P *. 40 V) ' • . L A OS . 47: ....... ....• . 114. 44.14 14 4.4 4 . I 4 tW% • 4 rt L 4110d , • 0, it i , * , L 4 4 , •••• • 4 . to • .• • * 71101;• CC - .. so. v • ,R,. s so •••••:.- Ace I ,. s • • os . 40 0 ..-iw• *to s ohm * s • • • • • • s :OS% 8 Nc •44.170:s • :frs• X s 4 ‘ .. ..N.4 ‘...• • tosmov.... 26eZt...4k. - . _.... 4k:6s_ ......*_•_ tgio Ilk% ... .. ......._ ...... .. ,,,.-_ -, >t-• >? X `'.: ^-„` ;t X ,. , s,2 - 5 , .... .-r :< ;;)''',- _-. ' -.- . .. S EE SELVAGE - 1 TOP RAIL CLEAN OUT PLUS WM4 RAISED NUT, 4" MIN ABOVE GRADE PROvIDE CLEAN OUT PLUG AT E i'ERY THIRD DOWNSPOUT OR 75' CC. MAX th. DRL' ...NES IN 6• GRA•vEL 54...IRROUI*C I F cABR*C 4. Ca4C 5-48 ad =ER STFP-C ISa,Pee€ . esioregZ . 47/ 4 te•N.....SE :LOURSE SEE I Dr•IENIS FOR """"lic''Coghb- Procq - PROVIDE BLACK SLATS PER SPEC. (NOT $I-10t FOR CLARITY). DOWNSPCUT PROVIDE D.S. ADAPTOR FIRCX1 RECT. D5 TO ROUND C.O. ROCIF ::'RAN LINE SAWCUT OR TOOLED W/ JOINT FILLER 4 SEALANT • EXPOSED AREAS 3 V3 " CONC. WALK SLOPE PER PLAN STIFF BROOM -\\ 4" CRUSI-ED OR GRANULAR -7 / SASE COURSE J SLAB ON GRADE / INSIDE ENCLOSURE s `i 14, L- • MIK :d• STIIII.C NATVE SOL$ • F�5 ENCO . SL•fRE 1 111.. 1011111 11111.1.11 0 1 2 3 4 8 FEET F BROUS RE NFORCEMENT - TYP. CONTROL JOINT PER PLAN OR a 6 MAX. SPACING 7- 4' DEPTH COMPACTED SUI3GWE CCNC. WALK W/1111.4 x L111.4 6 x 6 ULF (TYR ALL WALKS) /2 \ >c, co\eft 01 / 00.4 SCALE: 1k2" = 1 to0 8 ESr._ =47: B. •<" rot.- el% ****%0•N "ow- 04ts. s= in • "N, 1 _ a . r i 4 ets, ets. moi low og o•is I law sm *so' IP* NO N, liazak wag% < ROCX ORAN, qke 1 4" .114OMMILAS '0 Err POWIDAMOOI • OW et_ 11-41‘11. 0 On IPSOPROL EirEEZOIR 61 : 1 0;IF .t::=UND DRAIN -NE N 6' 'N. GPILAvE- suilMAND FABle,C OUP. EX. mr.00°'.4cs 7 .71,5 Lr\mrs SCAE: , to 11' 4" CONC. PAD uil IMF 4 FIBROUS REINFORCEMENT 6' 141G1-I CHAINLINK SLATTED FENCE, SEE 2 - 6 SLATS SHALL BE 11/2" WIDE BLACK SLATS, SEE SPEC IF I CATI ONS. SCALE: " = 1 %or MINN NMI C 2 • CHAIN LINK GATE w/ HOLD OPEN PINS 1/4" WIDE x 1/2" DEEP GROOVE UJ/ JOINT FILLER (I) 1/2" • x 2 • 30 0.C. WRAP OR TAPE ONE SIDE F • 4 - r + + -4 -4 + CLASS 5' ASPHALTIC CONCRETE WEARING SUP:FACE. SEE A-I1Z* FOP DEPT1-1. / A •!::• / .\/\\\/i>"'- /'\\/\.>/ \ '\/\' ///<\\>2<;;- \?\/:< A j A 11°1 021 NC.-E5 e..r.4•00=\.. NC4-5 for2 JOIN WALK PER DETA:1_ r • e- _ H ob cat - s u. • _ * " PAvE*1E ;\''.- . . .., . ■ . ' .., ' ** / .... . .44.. • - .. "..\ '' \ "'\\\ "'- ,, >,. - \ N \ ... .•• •\‘...,:- ,...„,/ \„.".\\\ -/-#. \ :1, , ,\\ - \\,,,N•N\-,‘, , , _, ,/,',, 4 _ (11c\ , <N, / 4 - .. :\/ . 4\dr - : "STATE DISABLED PARKI „„ I FERMI REQUIRED" ([- irritivoirropp * 4cpsEseE5LE Pp4R< eisN SCALE: 11111111111111= 0 1 2 FEET KEYED CONST. JOINT PREVENT BOND BETWEEN POURS CONCRETE WALK. WI RENE 51.115GRADE COMPACTIED PER 5F'EC. \\ \-/ \ \/ \ /\\ ' ,/ ‘//) ,.,\/ -\ >/ .\,/ - \>\ ;>• ‘.\ \/ \ \,/ \ \\/ \ /'N 7 / 1 \/:: / ,<. \ \//' \ \ \\ /‹ CC. "';0 NSR1CTIONI ONT c uj SCALE: 11/2" = ls-0" AGPWALTIC TA 13A5E (ATB) COMPACTED DEPTW SEE A-3 FOR DEPT14. ! , ; t 1 z / 1 I / \;, / • udr./ •.: R • 114 /if_ L 4 .94. orr cp,„ 3 = 5 -0 sc.ALE: . r.er • I INTERNATIONAL SYMBOL OF ACCESS ALUMINUM PANEL SCREEN PRINT SYMBOL ADDITIONAL SIGN • VAN ACCESSIBLE PARKING SPACE W/ PHRASE (VAN ACCESSIBLE) (ONE LOCATION ONLY) FLEXIBLE POST FINISH GRADE (SURFACE VARIES) II _ 11 011 COMPACTED DEPT , 1-1-\ CLASS '5' ASPHALTIC CONCRETE tlEARING SUFFACE. SEE A-I03 FOR DEPT4. + + /- I I I I ■ (SEE ; , \ '/2\>2 \/ / rr-F: 45=-;04 ' IWRO Oww I C% = " e e""\ SCALE: 3" = l'-0" %me ■.:40 0 2 4 INCHES FINIS-4 GRADE (4_,ANDSC-AP"ING) 2,‘ ap. • \/. , \ OW% s. war PARKING LOT '1 F \ 11, .4 CONCRETE WALK PER PLAN 0 1 2 3 4 S • a - \ ' /.. I , \ • • , \ ,,.."•\ ' • - ,-. we/ S.S 1511 Li I ( L. -J LI.JHEEL.C-.444? Ri.„Vv7P 4scEseiBLE FEET / CONC. RAPIP 4 APRONS RIBBED TEXTURE ON SLOPE OF RAMP FOR ASPHALT SECTION a STAGE I WOR() 1" 7yp. 6' EXTRUDED SCALE: r -- BASE COURSE / COMPACTED TO 95% SEE A-I03 FOR DEPTI-4. SUEGRADE COMPACTED PER SPEC. STRIPED - 60" x 60" MIN. LEVEL LANDING • RAMP TOP OF CURBAJALK • 17 I 3 NM= 3 1.... 7 --- 3• AC OVER 4 ' BASE :STAP.CAP ) CONC. CURB I ,t -g, - 6AvY ..." ; - SEE A -C3 ---." FOR EXACT LOCA N i a = " SC/L. ; l)A2 • a -40 6 Ni.S.465 •i AL- illtairP41205 CO4 •Im4S 9■46E* 'VD ii,ge Glita~C SCALE BIELOU OLEOS C'"ulEgidnE MOTTO City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 y i 1701 SS 4711FICKUDICI DAC D fl AMP ••••• A :01 01/30/03 SITE DIT SI AS SII( )AN "S. • I .4 4. 4 J SCALE 5 SECTION I I L kJ - A I :77: "---■ f " _ 7 VA! IN ST 4 '--** \it* s-r i A mb. ‚. . to. mi % ik Or... 4>o", # c. la• ...":0 .......] \I SC. - ALE-. 3 (41' _ I 4.5 54-OLIN 1 ; /=L. 5i-lEAT4I NG :LEATHER Ri..--"S;5 BARRIER (SUING FE-_ - L44 CRATCHCOAT MOR7AR 5ETT!NG BED SIMULATED 5TONE DRY STACK JOINT ----- 2X STUD WALL INS-L_A"I'i ON f 511._ 1b. Ilk 4 1. lb. ' le- of "kr Mir '"•# SHEATHING OR 5i..155TRATE WEATHER RE515T4NT BARRIER ,----- CAULK AS REQUIRED SIMULATED STONE WATERTABLE • SIMULATED STONE 2•.ou 42450,2 I _ 4i FLASHING 'II 7 a 4 WALL PER PLAN. S I NG METAL BR4C<ET, HOLDINC's CA 5 LE35-/LF or Tin. 22 ciauge metal suppo-t. MORTAR SETTING BED — - EX (3'-2" * CART !BARN ONLY) :5E.CTiON 1/2"..= r /L' IN cut 418 rec For !art or rght corner return -/ 4 ,1 PLAN VIEU) ELEVATION OUTSIDE CORNER ',— • ; . . - / pos. • /TT.% \ MEETING B 11:2 —// ; * PERIMETER - BLOCKING SIDING FLASH CONT. 2X TRIM 14- POWDER COATEC FRAME SIDING --- FLA5k 2X TRIM 6 FRAME PLAN viEu.1 ISOMETRIC VIEW TOE PET411- I 1/2". BASE DETAIL 4,5 NC DR.F 2X5 RAKE, SET - 0 BEk'N;D 2X4 RAKE BOARD, R-1.<E. BC•4 C4,..-‹ - 0 SEAL 1 .2.7.5C24.5C; E -E :2= _e.. FOR N ON 111•• •.—. ••-""4, O " iore.", •■ 474,o. r— trems wow. irom ewe.' ■■•••-, moo/ we. 011:41' 115C7 SHINGLE szcciE CAP - SHINGLES FELT PAPER -- "T‘ 11111111111111111111 3 : f-'51 4 5 :: 'to* ve 411 V INST_ AT i MOM. "MN ; r F ..•■• .I.•••■• 4.04.0 .---•"" • - - r 1 WINDOW -- CAULK INT of eaCKER ROD PER STONE 4 WIN. MFG REQUIREMENTS — SLOPE SLIGHTLY TO DRAIN MORTAR SETTING BED LAT,--4 OVER WE..-#THER RESISTANT BARR.F.R SHE.47#-IING SIMULATED STONE SEE STRUCTURAL =OR OPENING LOCKING OR AD:.. 562 INTERIOR •• F'N'St-i PER SCI-4E 0/ 2X STUD 4.;4.LL (INSULATED) V.B., T"" /43'. A20/50,2 ROOFING RIDGE CAP OVER RIDGE VENT 5'EP ROCFN:_S. — v- ,�� EX•4.4.15T A364.502 - "R.:65 a 24 C.C. ;:.1/ 5E,An-4ING I AE ts'IET'15FRANE. 4 #-#ORZONT LAP SIDIN6. C.:0 Sk:NGLE RCOF C C./ 5,5 5-#E- 55:-,- 6 .7. O.C. Fan. f sr— -It N — c.,s = P.. , 411 , #1 •-•-* 11,4* a - -C £;�a ROOF 3HE4,74-■;NG - _o• Cu I 5 2XE, CO BOARD FE - - I rie ; •••-• =»•-• - PJ -- lq"*" c= NTER'OR ( O.^. /ON, \ — 11111110t - 7° L _ f\e R SATE D STONE W4L- PER PLAN SCRA COAT I ',:#-"•-■ r/Er RES;57,:...\"" CT- SET BED .)0 NT 0/ S.:.".. R ROD 0/ STONE 4 REQUIREME.N.''S N WI N J 7 . 4 + - ! A (4 5r1" : " l' ' 4 2Cal/5 - ' 272 dP I :-.E.x. CR ram ) I) ii LL- jir I ROOF:NS EAVE ;.=L45#-■ING 2X E4R FA5S'A ER STRAP 20ee, 24 0.S., FASEN 6.-,TA:NLES5 5'EEL POP 3" mr -on A301.50,2 FX • 11411.. • 4...44. - -C ;4;;ac; A.14 1‘. 1 411 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 New Foster Golf links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 .. 114 ii T • 1701 SS CI LH • Tr:11) trf DAC 01/30/03 It I- VISI• i# vim* A 541 tiLS AS SI I( AV\ • T - '••• _ , - „ -#` • -••• „o=4,,,, „f KI• • .1 =moor immerom 0 3 INC1.4 5EE SPECS. FIN IN — = — 1=1111111111111111111111 3 12 I ‘1■••" • L - CF SPOT r - f 1 .........„1, : _ _ . , / -- 1 . 6 ::.". - :.-. "..1.- ,., .. .1 I . P-'"...".E.:. - / . . ..1 - .. .,. - 1 ' '''' ....-"°qi-7 .:.:: r:- NE& f RR- %It" ■•• ,16,44.• - - - o. Ih- 11..■ - - 6' ct) +.4C,...E 4 COuN'ERTOP FOR TRA5,4 LAMNATE \ ( 3_! 44014503 c A2024503 4.5 7 1 —) " • 7.- • z 4:224.5C3 S WOOD 5'...0C-K. 2X WOOD COUNTER TOF - < < - R-eaEve - BLOCK AS REQ Udairallgi \ A \L _ I I/Th fre'm "114 1111111111111•11•111 3 6 INCH ‘ J / -� 4.202A503 °%.- lc r,! 3 „ AA545�.3 A 1 .4 57 TOP SUPPORT dot: I J CAULK, TYP. WOOD 2X ,..)00 COUNTER TOP $ FIN154-4. (M-2) TOP IN w5.1, SEE SPECS I =IN!5-4 5C4-4EDULE (M 2) 50710* FIN;54-.1 SEE SPECS FIN:5+.4 5C-iEDULE • NO, - # 111.11= .4444. -.4,• 11•••••••as b =* 3_h • _ / • 0 - -P 3 'IL = s -Cc= Is X -CC= El- CS< NC: « ...CC= 5,- -"n'IC \Cs Cq e E 14•••• " —4 \ • C " LooN1. <". E T RUBBER 5.45E OR MDF, CUT TO RADIUS. (4) LAYERS 3 4" Y OR 1 CU" TO RADIUS. " - WAINSCOT BOARD PANEL !NG owort.... • - -sp. • • -- .14 • 0 36 X 2 FD ICE W. Ci441R RAIL .7 1 /C45INET INTER.OR 5i4ELvE5 NOT 54-4OWN FOR CLARITY FC C., 1 111" irrmi 0 3 6 12 INC1-1 12 NC44 ! • ' 411••• IN.••• 110.,•• ' tr NE o giaik I 1/2" 8 I •• 0 " 4.4 7 —_ 6 A203 1_ * - 4, GWE5 N.5e 3 da \ r IeN••••■ NP.—No r 0 „ err ave.■• .10- ys,,''• 45C311.5C3 "" - "•••44.44. , " P LAM. 544ELF I EDGE, !BRACE A5 D BY MILLWORK MFG. - (2) LAYERS ' PLY C)/ 2x PONY WALL 044 5EE SOLNLD BY 0E RS Rth 5 F. 1 .4M. Top, EDGE FACE 8 54CK5PLAS.4, TYP, Naa._ M'LLWORK tsFC:. PROVIDE 54-40P FOR ARCTECTS Ar PRO /AL PRIOR TO INSTALL. (2) LAYERS 3 /4 " PLY, CUT TO RADIUS simmol 0 3 6 INCH fir „J 4,--••• I= SEIM �3 Q4 0 1 2 I I 4•• --.:-... ' \ - -- Irmannorre 1 • -broommommi L...4' ' . ' . I ' - 1x2 "••'" S'AZ - 0 =u___ 5E !='.=..R ADA 3 A4024503 LjAINSCCT E.Y.1^./A" PANE-NG 5E= s 4 6'' 1'. " 036503 47-5,4.5C3 ',. • - -- 3 -LS- E:PE PLL ...- • - 12.411.- •I■,•• •■•■••■111..... 4..1054.-'LC3 MEM MEM al■ 7 3 NO* City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206-433-0179 PR( )11 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 3 4.g 1701 DRAWN MY SS 1'13 MY DAC 01 AS Slit AV\ A -5413 3 4 ) --- -- NEW MARK/ NUMBER i 4- CLUBHOUSE FRAME — — 7 , 1 GLAZIN S , 1U ) V 1 ,- 4 I i I OOR D I FIRE 1 T 1 COMMENTS 4-45 & REMARKS SIZE . ____ TH. RATING 1--,, ,,,E MA.T HTi TYPE _____1 1 ! ■ C 0 FL "2. `:: -4 ---..s C3 ',., el a4C- , 9* 8#2 ' 3fr ,e; 0 1 Ur); :C)Z ' ID i -- • I-■ SAFFTY 1 1 I 3 /4 1 ■3/4 ■ 3 /.4 _ . ;,/, L',..11:.% ! ' ;Cr I A - - 1 , fx I - - .-4_. G i -- 1 - ;-;''''I __, — 2 i 33g* I--I'M 1 SA FETY - -1 3 , FA ..w/ (2) 1 g!XED 5E acoR5 U.7 , Li.') 3 33a -'*". -,„-, —r64-„T ---4— ____,_ . _.... 4-,' 1 1 SAFETY y _ 4 ' FAIR 4,../ (2) 1' FIXED SIDEGOOR5 , G 1 ---- - - .. 1 C - - -.1----- ' c - - 5 1 F'4.IR ka/ (2)1 FixE:3 E O'CR6 et 2,12 i , 30EA ' 3f SC ' VD ■.i . !Cc 10 Z - 6 ! , __; 1 T i-d-i loc F - - F I E3 ' -- t _.. ' - I -- _,,_ I SAF=TY a , , - _ i I 3/ 4 f-irl IOC sa,FETy — ; ,,,.., ■-■ •-4 '0 ,-..',/- .:2-'4D 'C- --- . — 3° 7 C ' , 3 0 , - c ' - ,3e7c : 4'1 ' eC i-r"1 F 1 SAETY :0 I---1- ----i f ; .......-, - _ .. I - i IOC .._. -.1, ---I DOOR NC, OPNG TRIT. FER T.:ET 86 '. eN GC i _______ _ loz _ ; __ , •■, ,-. 1 00 NC O G fR , PN 7 Riri 5;ER 1:,,'E'r e,e,4602 EY , :. - 3 c2 • 36 - : -. ___ - , -- i k"'•1 i (7 NIC, OPNG TRIM PER DET 6 460: 5'r '7,1C 3C 4"1 IC C f3 1 - -• ! 4-•• ; SAFE 31 A 36 - C ' ;3/4 ‘41`"1 Eitir H., i - - , -1- ...."-" I 54F=7- _ I* : 'oe4 EA se 1 134 L.© .10 Ile r _ I -- i - I ;_,*---, i 12 • • Ce45 ' fpriie 1 13, - I ID - r- 7, -- T - „.1 I 54FETY 14 i - CA , 3-L4 .3,eac :4M re2 el be 3c1 C 13/4 ; DE.' :IC C -"- 1.-`- 1 — le+ ' ' I i 1, (r• rm .' - * . 110 10 rr- .7 . "7-1- . Il : .. _ ;,...„____• -- UJD I SAFETY ___. __. i8 .1 3f C ! 1 L44 10- 4-. _ I-IM _________ ' Iw . Co,- ----- -44 3C 7C I 13/4 LOD , 10r A , 47" 2 --\....__ ---.____....-- 2; ': ; be T.0 i 1 LIJD 1' V , C 1 -- 1-eT" "F2 4. ; 30 7 C ; 1 :3.0 10 C ' 4 7 1 - - i 22 , 1 ■Ilt 1 .s'7 4 , 3r i 0 13/4 , ID IOC 1 4. ! -- I 4: 22 . 307c ' I , WC), zoc A -- i-ri 23 ' . ---. , 5k .6 I 3 /4 ' 4'1 ! 33 ; Cz — 41 SAFETY 24 PAIR Lu/ (2)1 FIXED SIDE DOORS 2 3( 74 be 1 134 La i ao ec I A -- 3.3v -- --4""7 4 5 AFE TY 25 2E> *2 'A .224 ,3r5C. 13./ . !JD <ii2 , A i _ _ f 4* 2 I 234 4 3 I 1 , 3 SC , E i&O l' I--r 26 I I I FP MINIMUM • ' . 2. 4 .4 1 41 9 i E 1 ,6.0 'N. i-r-T. 28 , I 1 RATNG 1 24S ' er ;or ; -- : STL , er i J , -- STL -- , OVER4-IEAD COILING DOOR '24C , 80 Or - - STL ! 'i 1 J -- , STL I - , OVER--IEAD COILING DOOR 1254 ; 3@ IC I ]3/ ' Lit) , ! ,I, - - I 1 I-4M 29 724 !3&C , 134 4-4M ' .F212 1 LE I 1 I27A ......... , 342842 ; ; ..iri 542 , -- 30 \C" 1. =OR TYPICAL DOOR JAT SEE DE Ti.- 544T. I F t tr-■E s T 4 PANEL DOOR S EX EX'STiNG -4'i 4-*OLL0 1- TETAL 1 7 LJD WOOD TYPE "C" 0 ct,,.. 5.4aysanx40,,‘ NOTE: ALL PANELS 51- 4 5 APPROXIMATE. rrrr '37 5CALE: 1/4" = F -0" SAFETY GLASS 4, PANELS, TYP. MINN 0 3 6 lx TN 'DOOR LEAF i-CR,Z. LAP 5:D'NG L.4.7E BARRiER :X C th j / ‘'d Ommi O 3 6 12 INCH 3/4" x 7RIM ..c-UT TO FIT IN= O 3 6 nsci4 ■•■••■• •■•■■ • ; sla■ • / 4. GWS, SIDES SOUND INSULATION — 1/2 "x I 1/2 " TRIM L A ,/, ‘=.,/ 1 A . 44,5 ACID1 11/ • _ 0" . .4201 FR4.7 (12 NEW swe WALL PER PLAN SEALANT, TYP 14OLL.OLJ 1" FRAr1E( 4NC.;;-1OR NOT S■-.10WN) - -e ' 1010 ' 44,40, NEW CT,I)E5 UALL CONSTRUCTION PER FLAN I / ; = ! / 1 • O 3 E, 6 INCH LA F SD4G OVER WEAT■4.ER S'S E-ARIRIE.R C.:VER 54.:74T4-+ER PER F_,:4- TR."'" -- 2X Nom son O 3 6 12 INC-4 , mom 0 3 6 12 INC44 Or,OR i_EAF I " ' A -- .,---. • / - OOR FAE NEW 1/2 x2 .)0C? r:::445 , 420' e wo._y_;; './2 -On 4201 AMA =ER !='LAM 5-LN "''..-7 •••E'R &TR-4; 1 3' City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 1 MOAT. 331 SS DAC DATE 01/30/03 %IF AS SI IOW\ A6111 c' N ' ' ` 8 a 4 ; I)( fit Se111-1)1 1.I & D I- T i I -S , (-- ) ROOM NO. WINDOW WIDTH 4 FRAME - - - - I-4E IGHT TYPE UJNDOUJ OPERATION GLAZING GLASS THK.. a FIRE RAT ING FRAME 'MAT 1 L . REMARKS U- VALUE • 1 - MK 100-1 101-3 I 2-1 100 101 101 102 - 102 4 4 A FIXED SAFETY ---- I., - I n VINYL 0.49 10 10 -0 ' 5 FIXED SAFETY Kw SAFETY INSUL. 1 - VINYL 0.49 5 FIXED 1 - VINYL 0.49 0.49 _ 0.49 3 6 1 -0" -- 1 0 FIXED SAFETY INSLIL. SAFETY INSUL. I 11 e .. VINYL TWO 2X VERTICAL sTuDs 5TIJN 102-3 3 2 FIXED 1 ' " 1 1 ' 1 - v NY L TRANSOMS i2-2 102 31-0" 6,...00 FIXED SAFETY INSUL. 5 - VINYL TWO 2X VERTICAL STUDS 5TWN 0.49 0.49 I2 -4 102 3 2 FIXED SAFETY 1NSUL. , I " 5 - VINYL TRANSOMS l02- 102 3 " 2 FIXED SAFETY INSUL. 1 ' 1 - VINYL TRANSOM OVER DOOR 0.49 103 -1 103 103 3 6 la FIXED SAFETY INSUL i a - VINYL TWO 2X VERTICAL STUDS BTWN 0.49 103 -2 3'- 0" 6 1 -0" r) FIXED SAFETY INSUL 1" 1 - VINYL TWO' 2X VERTICAL STUDS 5TIUN 0.49 105 -1 105 6 5 C 1-10R SL I D ER 5 =7 1" 1 - VINYL 0.49 10a-1 10E3 4 6 1 -0" F FIXED INSUL 1" 4 - VINYL 0.49 I0&-2 108. 4 1 F1 FIXED SAFETY INSUL. 4 - VINYL LOWER UNIT 0.49 110 - 1 110 4 6 F FIXED IN SUL. 4 ' VINYL 0.49 110-2 110 4 - " 1 Fl FIXED SAFETY INSUL. Pi 4 - VINYL LOWER UNIT 0.49 111-1 111 2 4'-0" A FIXED SAFETY INISUL. i ' it 1 VINYL 0.49 119-2 119 10 8 5 FIXED SAFETY INSUL. I II 1 VINYL 0.49 119-3 119 10 5 '-0" j FIXED SAFETY INSUL. I' 1 _ VINYL 0.49 121-1 121 5 5 A FIXED SAFETY INSUL. 1' 16 - VINYL SEE EXT. ELEVATIONS 0.49 124-1 124 4'-O" 5 4-4 FIXED INSUL. 1" 2 VINYL 0 ORME RS 0.49 129-1 129 3 4-0" D FIXED INSUL. 1" 1 - VINYL INTERIOR f 0.49 130-1 128 6 6 E FIXED mut_ " 1 - VINYL D ORME R 0.49 • WINDOW SCI•ifEDULE 1 ..\_ ; I 7 L.Li N ; TYPE 'A' i1 F F' 7 F1' ;sr "• rL • I 0 TYPE '5' r r- -c 4110114442 a IF IMM.M■ir ED Cs' "1":" Cs!' TY PE TYPE v. v = -'o -/- -/ 4Z 2 2: 1 .2 ;IF ;11 • " s = 7,11=i1E TYPE 1 " - -• 1 1 ( ) t f ow- toR.N. &AP &ear NIt 41 611..t.* "VS, 7 ; • k* '1.4 . SCALE: 113"=1 o/ WALL 51-■EATHINC3 ulEa RESISTANT BARRIER FL45k, TYP. CAULK, TYP. - - FLA54-4 I / '7\ i ' ii t r , I j / / I i A.d • , x I x 4 I - 11.7-17 1 x TYP. OFFICE SIDE RESTAURANT SIDE tH 11 = \ 41117- VAPOR BARRER LLPNOW i-EAD C3W13 -1 x 4, TYP / !x WINDOW TYP JAMB i 4EAD GLiJ5 1 x 4, TrF'. EA SIDE lx WIND'OW LINER 1 x 6, EA 5!DE PROVIDE 1/2 x 2 AT _.4,1'.55 lx EX • 41/ ammir • _ :1;141, 4/1/PCI r '4".r-o" .7 .420344.02 SA= ETY 4-- %•-•-•/ • eEE ICI FOR LOUVER SC--E:DuLE. SAFFrri SAFETY A 1 SAPETY I 5.4gET 5AFET'r 5AFETY SAFFT K SAF=7" N P /-** - ---, • it. sag,. We' - d, • bc EX 7 7 R - I I ,/,'"••• • .41,44=, / .41=11, • r2t) 044/42•0- 0 • V = 6 4 !/. _0 A2C3.46C2 1 x 4 ' x 4 X2 I 1 x 4 X 2 I X 4, -- 1/2 X 4. TYP. X 4 I x EAST WALL OF (2) PIECE LCQ FE545E (2) P:ECE WOOD RIP TO F,7 5E LC WINDOW. a! , A20344474 City of Tukwila 12424 42nd Ave. So. Tukwila, WA 98168 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 Ft 1701 LY WS. 10 SS cflEcKED LV DAC 01/30/03 ▪ F\ As si loAN • .0 .1 VOW • A-602 it 4 RI .1) kit.. HIT CT ARK WI\ IN AV Sel II- IN & I)FT 111S EQUIPMENT LIST ITEM NO OTY EQUIPMENT CATEGORY MI I WALK -IN COOLER/ FREEZER mop EVAPORATOR COIL, :OGLER 2.1 Q COMPRESSOR. COOLER Eii 1 COOLER SHELVING alli RACK. u m' ®0 RACK, DUNNAGE 5.2 RACK, DUNNAGE 6 WALK -IN FREEZER 7 1 EVAPORATOR COIL, FREEZER 7.2 1 COMPRESSOR. FREEZER 8 1 FREEZER SHELVING 9 RACK. UT1LITY 10 SMOKER 10.1 0 SPARE NUMBER 11 RACK 12 RACK MOBILE 13 MIXER. COUNTER 14 1 TABLE. WORK 15 SHELVING. WIRE 16 BIN. INGREDIENT moil 18 Q TABLE. WORK SHELVING. WIRE 19 1 REFRIGERATOR, REACH -IN 20 1 EMPLOYEE COUNTER 21 1 EMPLOYEE LOCKERS 22 1 TABLE. WORK 23 1 OVEN, SLOW COOK /HOLD 24 1 TILT SKILLET 25 1 KETTLE. STEAM JACKETED 25.1 1 FILLER. KETTLE & POT 25.2 1 STAND. KETTLE 26 1 RANNGE. HEAVY DUTY. GAS 27 1 OVEN. CONVECTION. GAS 28 1 SPARE NUMBER 28 3 KITCHEN SWING DOOR 29 2 SINK. HAND 30 1 EXHAUST HOOD 30.1 1 EXH AUAST HOOD FAN 31 1 ARE SUPRESSION - PREP LINE 32 1 CART. BANQUET SERVICE 32 1 CART. BANQUET SERVICE 33 1 SUCER. F000 34 1 TABLE. WORK 35 1 SINK. PREP 35.1 1 FAUCET. WALL MOUNT 36 1 LT SHELVING. WIRE 37 1 SOIL DISH TABLE 38 39 I 1 DISH TABLE 1 _ CLEAN WAREWASHER, RACK CONVEYOR 40 1 PRE-RINSE, WALL MOUNT 41 1 WATER HEATER. BOOSTER 42 1 LT SHELVING. WIRE 43 1 DUCT H000 (D/W) 44 2 FAUCET, WALL MOUNT 45 1 3 COMPARIMENNT SINK 46 1 SINK. MOP 47 1 SHELVING, WIRE. DRY STORAGE 48 - SPARE NUMBER 49 1 CO2 TANK 50 1 'SHELVING. WIRE. LOCKED M. STOR. 51 1 SUNK. DROP -IN 52 1 TRASH CAN 53 1 ORATOR, UNDERCOUNTER COMPACT 54 1 RACK (CUP) STORAGE 55 1 DOLLY. DISHRACK 56 1 ESPRESSO EQUIPMENT 57 1 GRINDER 58 1 SERVICE COUNTER 59 1 SYRUP WARMER 60 1 SUNK. DROP -IN 61 1 RACK (CUP) STORAGE 62 1 COFFEE MAKERR, SATELLITE SYSTEM 63 1 WARMER 64 1 INSIDE SERVICE COUNTER 65 1 SHELVING. WIRE 66 1 SPARE NUMBER 67 1 .BEVERAGE COUNTER 68 1 GLASS RACKS 69 1 DROP -IN. WATER & ICE STATION 70 1 DISPOSER. ICE/BEVERAGE 71 1 ICE TEA DISPENSER 72 2 S 'IELvING. WIRE 73 1 SPARE NUMBER 74 1 SODA RACK STORAGE 75 1 PANTRY ISLAND ,6 1 WARMER. FOOD. ELECTRIC 77 1 MARKER. DRAWER TYPE 78 1 REFRIGERATOR. UC. COMPACT 79 - DIPPERWEL L ASSEMBLY 80 1 ICE CREAM CABINET 81 1 ICE MAKER W/O BOA 81.1 1 MN. ICE 81.2 1 FILTER. WATER 82 2 SUNK. HAND 83 1 REFRIGERATOR. SAt•WICH /SALAD PREP 84 1 TABLE. HOT FOOD 85 1 REFRIGERATOR. PREP 86 1. INICROIINVE 87 1F. 1NCRCIWAVE 88 1 SLOW COOK/HOLD 89 1 CARVING STATION 90 I SNELVMNG. WIRE. 91 2 FOOD OVERHEAD 92 ! 1 JOB. PASS SHELr 93 ' TTABLE. mom 94 1 IDyy„'ST HOCK (COOKUNE 94 ' 1 tExHAL•r HOOD (cooKuNE' 95 1 FIRE SUPRESSNON - COOKLAIE 95 ! 1 IE]OHIAIJAST 1.1000 FAN 95 2 • ;w1+cFLF AMA sn i tM 96 • ++ •t/►v' DI, -r. SPREADER .SAS 'DK% INERS.'''RE ma RATS RAIL_ COmEIC 97 • i ' !REFRIGERATOR. 7`oa , y J t99 ' 1 'SALArWADER MOP-ER. C.AS =. 100 ' • IRANGE GRIDDLE. ;Ass. 01 j 1 'SALAYAIC ' EQ 90401.114. GAS i -C2 , • ;P.�'RCETvAT S, -, i • :.:.! • RANGE SP :.AS 2- • " ::- QA DQ_ 9.0R" • a ` • QE ,C 1: RE ACCRA - CAA in - ' : t./1013111,0 DR SAM ]re UMW 2 URGERS* ;...ASS 11110 t ~ T T t I ( 1.,EWS E r • r INCLUDED: EXCLUSIONS: GENERAL TERMS GENERAL NOTES t The service requirements shown on these plans are for food service equipment specified by Smith & Greene Company, Herein after know as Food Service Contractor "FSC' These plans are prepared and furnish for the purpose of indicating equipment service requirements and rough -in spotting locations only and .1 I do not relieve the General Contractor, Sub - Contractors, or other involved trades of the responsibility of the above parties to consult with the ar:;hitect, owner or his representative concerning all other requirements of the building. 2. Ali miscellaneous parts and items including grease traps, grease interceptors. faucets, valves, traps, trim, wiring, rragnetic starter, disconnects, electrical panels, thermal overload protection. ;ords, and plugs, etc. are supplied by the appropriate sub - contractor unless otherw se specified on these plans of ry sera rate writter co rltrac t• �. P1.rn hng, eiec r-ca:, and re r geration rougl- -in and final connections and rook - .r srai be provded and perforated by the respective Sub- c,or1'- uCt-9r5 it ;orTM r7iianGe with appi :cabie •a`..ioral. state. aro g ca coxes. A.:' rc.aa;~ -ins are subject to Gramm and re-14 -a re f7a se,e or: and locatic, -r- 4- re Genera 'ray.de and install the proper '7a.:.Kng F.^,- *a ' a -4 ::-'lira ^^c te4 equipment. shelving, hr t f - ' s� P aCKt'..�. a,...l.`_..:- 0�.1"•....:a - � .7aSC s ►'!J..•" a': itl'„a•.r 0 Cr tre Srrirt,'i & Gr.-le �.rr 3 •- r'f ? r+, r+I - �' ` ^r ar-o .► r•..•. r" 1•`•^ ^ ►IG A : li..�� rat• i� ''� - 5, f ..-� . :✓v - �' - dr.! ir Corte -r 1: Jai ::,'e . re tv! 5,4r for r: - r a-tri ri!'3.:.( rec'..ior. Y. ter- - . - r , t- �7[�..%_r'Fr i ')r"�.•�! �� ^�/r wa . Ceil• arc `�... 3: 2••' r,rr -rLf �_� L.r Y j rr t - �..G'r 1.._ ✓ -a- �rI•^`�Y�r4�` �.�t±r •- 4'r'�r r GI.= `1P �r�• W ••! :'r F ,�..- ~w• �►.W ~ 'til r r- .�✓ riw -' P� ♦ •": r - •• s:.a ..I�r -� � .r•►.a: rc- .�. . '. - a.' _x''. "%T. Y 2 *.a pler+e'. -aita r. �,- :a . w d 411„1rv.s -e ••*• iii at47 - co s :.cia a v . �' -s :,. - •,,err -,' a- :re 7,00- ".ra.:4. ' ""` r. a - a r'.rs`.coot ae ►•- aK,. after eke .-s;• Jracr ..'r t/-c ' Id ten.- , ! de.a.e r c than- "0' t 11C "t J ° .>r" tr• t ,. .Pe e s :corms. rsi t ,or 5 AI'"} w- 1"" - :4ors. comment& Or •,.1 rP the :+Jar se: se art-tweed `rY ae rrivt. ir"1' -e!�Ii re s} `fir ,7 Sild Cairl_L sr .% ve "`!I''.., Fr•L-r :47 !Sif t wt r cacti cr. a ;..81 rub.. necessary B�ICIles F� f1P116►' es "'r"! -our". - ;r Alt r + 1. SMITH & GREENE COMPANY (S &G) SHALL UNCRATE AND SET IN PLACE ALL SPECIFIED FOOD SERVICE EQUIPMENT SUPPLIED BY US. 2. S &G SHALL INSTALL ALL SPECIFIED CUSTOM MADE SHEET METAL ITEMS, SUCH AS EXHAUST HOODS, DISHTAILES, AND SERVICE COUNTERS, AND FASTEN TO FLOOR, WALL OR CEILING, AS REQUIRED, READY FOR CONNECTION TO UTILITIES. 3. S &G SHALL RUN REFRIGERATION LINES AND CONDENSATE LINES. 4. S &G SHALL REMOVE ALL DEBRIS RELATED TO THE INSTALLATION OF THE FOOD EQUIPMENT. 1. ANY PLUMDING, ELECTRICAL, OR MECHANICAL LADOR, MAEiAL5 OR PERMITS, INCLUDING ANY INTERCONNECTIONS OR FINAL CONNECTIONS TO UTILITIES. 2. ANY HARDWARE TO CONNECT TO UTILITIES, I.E. PRESSURE VALVES, PIPING, WIRING, SWITCHES, MAG STARTERS, DUCTING, OR GREASE TRAPS. 3. ANY CUTTING, PATCHING, PAINTING, CORE DRILLING, SEISMIC WORK, WALL BACKING, HOISTING, OR OFF -SITE DEBRIS REMOVAL. EQUIPMENT DELIVERY: OWNERS l CONTRACTORS SHALL PROVIDE INSURED SAFE STORAGE FOR ITEMS AS THEY ARRIVE THROUGH FINAL INSTALLATION, MAKE VISUAL EXTERIOR INSPECTIONS OF FREIGHT AS IT ARRIVES, IMMEDIATELY NOTE ANY DAMAGE TO THE SHIPPER ON THE BILL OF LADING, AND PROMPTLY ADVISE SMITH & GREENE CO. EQUIPMENT DELIVERY MUST BE WITH IN SIX MONTHS OF THIS PROPOSAL. JOBSITE CONDITIONS: OWNER / CONTRACTOR SHALL MAKE AREA READY FOR DELIVERY OF OR EQUIPMENT, INCLUDING PAVES ACCESS, CLEAN, SECURE WORK AREA WITH FINISHED FLOORS, WALLS AND CEILINGS, AND SHALL ALSO PROVIDE FINAL WIPE -DOWN AND CLEAN UP. WARRANTY: IT SHALL BE AGREED THAT ALL WARRANTIES START UPON SUBSTANTIAL COMPLETION OR USE OF EQUIPMENT, WHICHEVER IS FIRST. NOTE: ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED. ALL WORK IS TO BE COMPLETED IN A MANNER ACCORDING TO STANDARD PRACTICES. ANY ALTERATION OR DEVIATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDERS, AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THIS PROPOSAL. ALL AGREEMENTS ARE CONTINGENT UPON STRIKES, ACCIDENTS OR DELAYS BEYOND OUR CONTROL. OWNER IS TO CARRY FIRE, NATURAL DISASTERS AND OTHER NECESSARY INSURANCE. OUR WORKERS ARE FULLY COVERED BY WORKMAN'S COMPENSATION INSURANCE. I C� t 1,.1 ... ms IIi11I111111� -- 1114111 111111111111..1 III III 1111 a ..-- I LN11I 111111111111111 lam SERVICE COUNTER SEE 'A" DRAWINGS BAR CASEWORK SEE "A" DRAWINGS f i. SERVICE STATION SEE "A" DRAWINGS EQUIPMEJIT PLC/` , I ti ,t I �� ��-�I [ -' ■mac lK1 � 1P `T 1 �"• DOOR by G.C. L7o T 1 ! I I I I 1 Lit... . : : I 1 DOOR 13Y G.C. SMOKER COVER BY G.C. -- SMOKER PAD BY G.C. EQUIPMENT PAD BY G.C. 1 l r • ` `` DUMP S ABLE_ •_ Q• -045-r; - ' . �,9 ." ":�Ez ;�iAp,5 & Mk- _ ZAPS • C • OCK-.P■E SAL.. ARC „ 2_ ' 7"9 : , ME NIA►_. c°0C ILA ' r.71iCE%AP 1MCC1tAAf► III* DE ,131C • •SINfIE IAMIE L . • �A .:+JU 4a !ICJ : s,JrN[iE. M AR : JAMB CE SPA es• • 'trN1aERMAR =::fie -+w 5 R lrN ONICIS 65 t 2 1 61004811P XR V*TINl1 SOS 2 FIICS'EW '�AI.J R; I1S'S.'rNG/r'l at 3 1- x ,F �*• r - IQ sliET • DEX -I0 - K TC14EN FLAN I -102 - SCI`1EDULES C -103 - ELECTRICAL Q-104 - PLUMElltsiG Q -20; - ELEVATIONS C -202 - ELEvAT:ONS Q-501 - !-COD LDRAiJ'l�v( Q-504 - ` `/�✓ RAJ '. �VV i • Emimmis 0 MIR 'WIN fEt 0/1111112 Illawommolime Ibk IAMB C ik • .:3k.. 11 I L L) U I r' I ! M L IN I S L I`1 E U U L L 1 0 I x-- w Z ITEM EQUIPMENT ELECTRICAL PLUMBING < u- HVAC ITEM NO QT`' EQUIPMENT CA' EGOF" MANUFACTURER MODEL NUMBER REMARKS REMARKS REMARKS i ¢ REMARKS NO MIll 1 WALK _ IN COOLER/ FREEZER KYSOR CUS TOM : ES EC 20.0 -' 120 1 60 X 104 LIGHTS & CONTROLS NM -- Mill all 1 EvAPORATOR COIL, COOLER ERICKSON REFRIGERATION TBD Egos EC & S &G 5.0 120 Q 60 X 80 -. - 3/4 60 - AIR -GAP TO FS r-- ` g e Mil 2.1 1 COMPRESSOR, COOLER BY ERICKSON REFRIGERATION TBD COMBINED W/ 812.1 S &G EC & PC 15.0 208 3 60 X OUNIT DON'T DUPLICA17 --_-- y -� r 3 COOLER SHELVING METRO ONE LOT S &G S &G - ■ II ----. - EMI 4 © RACK , UTILIT" INTERMETRO INDUSTRIES RE1 S &G S &G - ■ �. -- NM= I -- ® 1 RACK, DUNNAGE INTERMETRO INDUSTRIES 2KR346MC S &G S &G - -MI II - -- -- ' MI lan 1 RACK, DUNNAGE INTERMETRO INDUSTRIES 2KR366MC - S &G - - . - --- - I -� 5.2 16 WALK -IN FREEZER KYSOR CUSTOM S &G S &G EC 20.0 120 1 60 On 104 LIGHTS SC CONTROLS - -_-- -_ 6 7.1 1 E ✓APDRA T CR COIL, = R E ;. ERICKSON REFRIGERATION TBD S&G Sk EC & S&G 8.0` 208 1 60 ©■ 80 FEAT TAPE DRAIN --- 3/4 60 AIR -GAP TO FS I 7. t 1 7.2 1 COMPRESSOR. FREEZER 8 FREEZER SHELVING BY ERICKSON REFRIGERATION TBD S &G S &G EC & 5 &G 25.0 208 3 60 OUNIT VERIFY IIIIMIIIIMIIIrdl MI Ell 1 METRO ONE LOT I 111111 MI 7.2 E�E3� � M. I � 8 '9 2 RACK, UTILITY INTERMETRO INDUSTRIES RE1 S &G S &G - -- - .■ ` - -- - - I �� -- 9 „110 11111 SMOKER J &R 700 S &G S &G EC 8.0 -- 120 1 60 X ■ 12 - . - VER I .111.1111111 .111.1111111 � - 10 110.1 ig SPARE NUMBER - --- • • 1 - -- - I - -- ;11 1 RACK LOCKWOOD CR69 -7 S &G S &G - _ -- .-. ----- - - ' - -_ -!- Mil 12 in RACK, MOBILE INTERMETRO INDUSTRIES RE1 S &G S &G - _ -- . -■■ MIIIIMIIIIIIIII -. _-� ��- Mill � ® � MIXER, COUNTER HOBART US FOODSERVICE A200 +BUILDUP MIXER STAND S &G S &G - 8.2 - 1 15 1 60 . 5 -15P_ 48 -- - _- I - _- .11.1111111 .11.1111111 '' 13. 11111 STAND. MIXER ADVANCE TABCO MT -GL -242 S &G S &G - --� 111 111 ` - ,.- - . MI - I -- ME- MI IIIIII 11 IIIIIIIIIIIIII III I 111 III • III III 14 TABLE, WORK ADVANCE TABCG KAG -306 S &G S &G - 14 15 SHELVING, WIRE INTERMETRO INDUSTRIES 1436BR S &G S&G - VERIFY 15 16 1 BIN, INGREDIENT RUBBERMAID 3600 S &G - _EI ■MIN MI IM -- I --- __ 16 1 TABLE, WORK ADVANCE TABCO KAG -303 NO SHELF S &G S &G - MO ■ -.. ----- -- I -� 17 18 El SHELVING, WIRE INTERMETRO INDUSTRIES 1436BR S&G S &G -- -- MI i i i _ .-- - - I -- 18 MI 19 - 9.0 -® 120 fl 60 . X 5 -15P 12 W/ CORDSET - - - --- I - � , t 9 REFRIGERATOR, REACH -IN TRUE FOOD SERVICE T -49 - r .20 1 EMPLOYEE COUNTER MiLLWGRK MILLWORK CUSTOM CUSTOM 12X 12 P -LAM ® + GC GC - - N... ----- -- - - - 20 : 2 7 1 EMPLOYEE LOCKERS - -_ . -.. ----- _- I - - 21 22 1 TABLE, WORK ADVANCE TABCO KAG -304 S&G S &G - -- ■ - -��� - I 22 :23 1 OVEN, SLOW COOK /HOLD ALTO - -SHAAM 1000- TH -I /HD S &G S&G EC 28.8 6.0 208 1 60 X ■ 73 208 -240V - -- -- -- 23 . 24 1 TILT SKILLET GROEN HFP/2-4.NAT e EC & PC 5.0 120 1 60 X ■ 30 --.- . ' 1 /2 144 26.5 4.5"W.C. MIN.,14.5" MAX I 24 25 El KETTLE, STEAM JACKETED GROEN TDB /C -40 S &G Ea EC - PC 30.0 10.8 208 3 60 X ■ 4 _-- MI -- I 1111111111111. 1111111111111. 10111.1111.111 10111.1111.111 25 :25.1 FILLER, KETTLE & POT FISHER 2040 S &G PC PC -- ■ �ii 1 /2 36 1 /2 36 MI '- I - - _ ® 1 STAND, KETTLE GROEN TS /9 -2 F/ TDB /C -40 S &G S &G - - �' . !. ■ --�-- -- I - _ - - - 25.2 ,26 - RANGE, HEAVY DUTY. GAS JADE RANGE JTRH --6 -36 Ell= = PC --- Ell II � - ' 3/4 215 30.5 I - -_ -� 26 .27 OVEN, CONVECTION, GAS BLODGETT OVENS DEG 100 DOUBLE S &G EC 10.0 1/3 120 1 60 . X 5 -15P 33 - .- .- 3/4 55 10 27 10.0 -El 120 0 60 .© 5 -15P 66 - 3/4 55 42 MEM :28 3 KITCHEN SWING DOOR ELIASON LWP -3 S &G S &G - I _�- . �.- - 1111 MI IIIII 11111 RI 28 29 2 SINK, HAND ADVANCE TABCO 7- PS--60 S &G PC I--- MI III 1/2 21 1 /2 21 1 -1 /2 26 _ 10X10 618 104 Mil 29 30 1 EXHAUST HOOD SPRING -AIR CUSTOM (PREP) 16' EC - MC FROM CONTROL PANEL 10X10 618 104 10X14 1550 1.5 104 30 30.1 1 EXHAUAST HOOD FAN SPRING -AIR CUSTOM INCLUDES #10.1 & #94.1 LOAD S &G S&G EC -S &G 6.1 2.0 208 © 60 ©. OUNIT - --- �- _ 3550 2.0 ME 30.1 �. 31 FIRE SUPRESSION - PREP LINE ANSUL CUSTOM USES #95 UTILITIES S&G S &G .-.■ USES #95 UTILITIES - -� - - --VERIFY. GAS DISCONNECT I iS 32 2 CART, BANQUET SERVICE CRES COR H- 137- S -96 -BC - 12.0 mono 1 60 . X 5 -20P - 48 10 FT CORD -�- M - -- 32 33 1 SLICER, FOOD GLOBE FOOD EQUIPMENT 3600 �t S&G - 7.0 -® 115 MI 60 .© MI= 5 -15P 48 _-_-- - --■. -_� 33 34 TABLE, WORK ADVANCE TABCO KAG -304 S&G S&G - --- .-.■ - -- -- ®- -- ell 5 SINK. PREP METAL FAB 2C23X23 -224 SdcG S&G PC MI MI I_I ----- 2 12 AIR -GAP TO FS - =ME 35 35.1 FAUCET, WALL MOUNT FISHER 3253 S &G PC 1 /2 18 1 /2 18 35.1 36 SHELVING. WIRE INTERMETRO INDUSTRIES 14428R S &G - ll 36 37 SOIL DISH TABLE METAL FAB CUSTOM 5 &G PC 37 38 1 CLEAN DISH TABLE METAL FAB CUSTOM S &G Es - M--MINIM II -- - �.■ -- _- --- MIME 38 4O PRE- RINSE, WALL MOUNT FISHER 2210 -WB 39 WAREWASHER, RACK CONVEYOR HOBART US FOODSERVICE C44A +BUILDUP S&G S &G EC -PC , 1.1 2.16 208 3 60 S&C PC PC & 65.5 3/4 64 2 7 HT IMiR F/ 141, AEI - GAP TO FS 39 18 II 1 1 WATER HEATER, BOOSTER HATCO C -27 S &G SdcG PC EC ` 75.0 27.0 208 © 60 18111 8 1 /2 1 /2 271 8 .40 3/4 -SUPPLY TO 139 ; BLOW -OFF TO FS - � ail 42 1 LT SHELVING, WIRE INTERMETRO INDUSTRIES 1448BR S&G S&G - � .-.■ - -- - .1111 IMO 42 DUCT HOOD (D /W) METAL FAB CUSTOM S &G - U UU I� - 4X16 400 .5 VERIFY W /MECH. 43 111111111111111111 111111111111111111 ■.II■ _ 111111111 4X16 200 .50 44 En FAUCET, WALL MOUNT FISHER 3253 S&G PC PC $!_ i 1 / 2 18 � /2 18 -- - _ -- 44 '45 ' :2 COMPARMENT SINK METAL FAB CUSTOM S&G S&G PC 111111 11111 • I• -- 2 ® �- WASTE TO CODE 45 2 12 2 12 ' 46 1 SINK, MOP ADVANCE TABCC 9 -OP -20 S&G PC PC t 36 36 2 0 46 .47 ;SHELVING. WIRE, DRY STORAGE INTERMETRO INDUSTRIES LOT - 11 : � -_-- �,- _ -- 49 1 CO2 i TANK ..BY S&C BY VENDOR OUTSIDE FIL -ER VEN VEN VEN 1! i i �-�-- � _� _49 5C I 1 (SHELVING. rN;RE. LOCKED J.JO. STOR. INTERMETRO INDUSTRIES SEC56CQ SdcG S&G - rM� 111111 �-�-- 1 -� 50 + 5 ! S �.K D 3P -'N {ADVANCE TABCO DI- i -10 S&G PC PC II y 2 1 1 /2 21 1 -1 /2 26 1 � _ MI 51 ■ i ITKASr' _AN j RU86ERMA D SLIM JIM S&G S&G - .- MI 115 52 53 1 RErR:GE =.4T�. UC, CO t ?A.�� FBt,/E RAGE -AIP. UCR20 - t 1,'6 120 a 60 11 X 5 -15P 1 12 �-�� I ��� - 53 'S ; ;RACK ':cU :' STDRAC.E jM LLWORK 'CUSTOM GC ® -� -- a 54 -- � 55 , ,DoLL`'. _ r' !~,s:.� ;ORES COR 1501-2. S&G - I • I 11111111111111 11111111111111 11111111111111 I 5 ----+ 56 • 1 IESPRES ^ E :_'', V_',' i ESPRESSIMO (SPEC ^ j T HD vi F :LTER VEN vEN EC-PC � 5 0 ,; C 115 208 / 60 X , 24 V ERIF Y 1 /s. 34 3/4 34 ' � AIR -GAP TO FS 56 n 1 � 5 - . G %GEP I ES°RESS;MC (OTHER) 16258 1 : 7- 8D) - - - 8.0 1/3 1 115 1 60 X 5 -20P ' i/ER: + '.5,8 1111111.1111 i S� L ,SEzi OOuN -E= {{ 1 a MILLWORK CUSTOM GC GC - I ! . ! I , 7 , 4 1 59 I ■ 1 `S`'�. NAziuE=� ; OEO AWARE ;SD' S&G S&G - 0.1 } 120 -F1 , 60 x 5- 'j �� 1111 - 15 I + 48 11111.11 So 64 ■ 7 .S ;IV v•';..` .. ; AD V ANCE TABCG ' v1 -1 -1C drG = S PC F i 1 i 1 I �� ` 1/2 21 i t/2 21 I -t /2 26 ... ��►� � � I� �/I I T ^ f T ^ ^ ^ - 1 •i i � t -.....__. ���^ E. I + j y• _ .%t c _ �, - - , M'LL W OR�c ,..r L5T3M :n. CC � • 1 ' �-I. j > < I 1 a �, �.. • ` , 4r 6' -�- �y . � S& _ I 4_1__;, ,I ' - ... : _ �:. I I >E I �i .- 4i1.r�►�r I - � SA _� ,_,' c ,, S_ ?i.�NN - - MA T I z j 1 , Ire` VE` �'`EWC C ! L 11 I GW' � SkG ' Sdr 1 j ' - ;, 12C 5 -15� VERIFY Y i i -� ,F4 ' _� C3 6 i:ti =`DE SEP '"• • "-- C� - Iv :_LWJRK iz: JsTCw ; " 1 - i_ - ; j 1 i 1 1 _ ` + L_ l ,64 € 5 I .r-E_ 1`.�. 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P.l _ .4 :4 rL E rAer C . - -PS -EC ■ Sac I Pr' w I : i I '1 T / 2 F t - r /'2 26 1 , EISIMMENII , e . : 7 .,yam _ . 1 A N C ~ VC E rxGCG g . : -PS -6C S a y , i a4 PC I ' t i /2 21 t >i /2 2 i - f2 26 * I . - . _` t g ' Ir ` t t L7 I . L �t, •a' SA►..: P9E i-VLE w: :Kr 1�►' r SECE i'S.S.L - 72 - . $ ' Sac, i Sac F - ' r d ' 7 • .. ' C t 1 i '° . vi S- T ' t2 C' T 1 EF 1 M r.4 1 . S. x , ■ 12C ■ ■ • III - /2 3.L .3/8 2 EQl11PME/'IT f CILDULE 7/2 ? 24 3 'p ' 3 ' - '/2 • - Ar- 'C fc . 47; II i1 I ! ■ I L - � • r V1 FEE 4 PEW PIM% 111 - U O S IFT • • SEX Q -101 - 'KI C+4E` F Q- 02 - E� Q -1 0 3 - Q -1 '4 - Q-20' - EL.E 1/E- I►��cj Q -202 - ESE i,.. :'5 Q -s : - ;400: ti1;.... _w Q--4-10C:: -4-10C:: ✓rC '5 fs. A Nit Dale x:02 IL, ( 444 61/4) r O � v-C 4t g a, Air Tukwila , Washinetor E3E3Q EF 1 M r.4 1 . S. x , ■ 12C ■ ■ • III - /2 3.L .3/8 2 EQl11PME/'IT f CILDULE 7/2 ? 24 3 'p ' 3 ' - '/2 • - Ar- 'C fc . 47; II i1 I ! ■ I L - � • r V1 FEE 4 PEW PIM% 111 - U O S IFT • • SEX Q -101 - 'KI C+4E` F Q- 02 - E� Q -1 0 3 - Q -1 '4 - Q-20' - EL.E 1/E- I►��cj Q -202 - ESE i,.. :'5 Q -s : - ;400: ti1;.... _w Q--4-10C:: -4-10C:: ✓rC '5 fs. A Nit Dale x:02 IL, ( 444 61/4) r O � v-C 4t g a, Air Tukwila , Washinetor E3E3Q C "4 U I r M L I N I L.) L L. ITEM NO QTY EQUIPMENT CATEGORY MANUFACTURER EQUIPMENT MODEL NUMBER REMARKS 0 n OD o a` C -�r ¢ m �- 0 ? 0 w v w� Z m z p . c..7 c n a < Y s to O > W (n ¢ = o_ w _1 (-)>_. c.) U ' ES C7 J o_ ¢ �, z ___I < Wi z? ~ • • w w Jw w¢ ELECTRICAL REMARKS W H- © _,w �N c.) W Cr c i- W.. 3 z ¢? - S ' -- CJ _, r-w ow plv (..).:c iin Q' w ¢ �-_ o =c7 IX w ¢z w p =¢ _ z ¢ W I-- C.) 1 -1-ad c�nl chin z ¢ Cr 0 t- ? V ww ( x u_ o¢ ¢ .-. © M w o rs ?cry Z Q oz CC - L- o w ?¢ .. W ¢N ocn = D �- m M z ' w ¢ w O¢ PLUMBING REMARKS -J Z I v W t_ 1 Y Zvi J f- > v ]� =o I W Y U ¢m >Ii =cam -J I W Y U C' ¢ 3 >o` _ =cn -, I W W Y �z 0 ¢w >w =¢ v) z D'" ¢ w =ti wc � 0 '=v ,>> =a U) D < I w U "_ >L,►_ ro C!) D < I w U C7 ¢ >0_ r(f) U) D < I wZ - U �. <u- >Li_ =¢ HVAC REMARKS ITEM NO 84 85 1 1 TABLE, HOT FOOD DUKE MANUFACTURING E304SW S&C SdcG S&C S&G PC 14.4 3.0 1 11.0 -® 1 14.0 1.7 208 1 fl 1 60 60 60 X (xIxix 6-20P 21.5 I- - 3/4 19 AIR -GAP TO FS � �- - 84 85 REFRIGERATOR, PREP TRUE FOOD SERVICE TSSU -72 -18 - 120 5 -15P 12 W/ CORDSET I-.-. 86 86 1 OVEN, MICROWAVE PANASONIC NE -1021 S&G S&G - 120 5 -20P I----- 87 1 SHELF, MICROWAVE ADVANCE TAB CO MS -18 -24 S&C S&G - 87 88 1 OVEN, SLOW COOK /HOLD ALTO -SHAAM 750 -TH -H S&G S&G - 16.8 2.1 125 1 60 X 5 -20P W/O CORD & PLUG 88 89 1 CARVING STATION CARLISLE HL8195B S&C S&G 0.3 120 1 60 X 5 -15P 48 89 90 1 SHELVING, WIRE INTERMETRO INDUSTRIES 1436BR S&G SdcG - - 111 U I� -�-- - - -- _ --� --- 2175 IN 1.5 104 90 91 91 2 WARMER, FOOD OVERHEAD HATCO GRAN -48 -D S&G ± EC 1.4 120 60 X 49 IO. --- 92 92 1 DBL PASS SHELF SSP CUSTOM S&G S&G -- I- I- __ III ■ I-.- III 93 93 1 TABLE, WORK ADVANCE TABCO KAG -303 S&G - I --_ - - MI .20 104 10X20.5 94 94 1 EXHAUST HOOD (COOKLINE) SPRING -AIR CUSTOM - RIGHT S&G S&G EC -MC POWER FROM CONTROL PANEL, NO FAN 10X29 1740 10X29 1740 .20 104 f 94.1 95 1 1 EXHAUST HOOD (COOKLINE) SPRING -AIR ANSUL CUSTOM -- LEFT S&G S&G S&G S&G EC -MC POWER FROM CONTROL PANEL, NO FAN 10X13 800 .20 10X 19 2000 1.5 94.1 -� 20.0 __ 9.1 x x IIIII 111 10X13 800 .20 3550 2.0 - 95 95.1 FIRE SUPRESSION -- COOKLINE CUSTOM S&G S&G EC -PC 120 1 60 96 VERIFY VERIFY. GAS DISCONNECT 95.1 1 EXHAUAST HOOD FAN FOR #9a EC-MC 3.0 208 3 60 OUNIT 95.2 1 MAKEUP AIR SYSTEM SPRING -AIR SFA18 -1 GOD SdcG S&G MC 14. 5.0 208 3 60 X 30 OUTDOOR CONNECTION 3/4 400 24 7" W.C_ 1 6X36 7120 .7 95.2 96 1 RANGE, SPREADER JADE RANGE JTPR -36 S&G S&G - 96 97 1 OPEN BURNERS /REF - RIG. RAIL JADE RANGE JMSS- 05 -T -60 REMOTE REFRIGERATION S&G PC I I - _-- -- 3/4 150 31 REAR CONN., TO FRONT MANIFOLD 97 98 1 REFRIGERATOR, SHORTY JADE RANGE JRLH- 04R -T -54 S&C S&G PC I ®-� 111111111111111 �_'� I- -� 120 1 60 X 5 -15P 12 FAN ONLY; 2700 BTU LOAD I� REMOTE REFRIGERATION 98 � 99 1 SALAMANDER BROILER, GAS JADE RANGE JSB -36RM S&G S&G - MI -- 3/4 35 31 FACTORY CONN. TO FRNT MANIOLD ON 97 99 100 1 RANGE, GRIDDLE. GAS JADE RANGE JMRH -72GT S&C S&G NM - - � I _- � - 1 -1/4 180 31 FRONT MANIFOLD TO #110 & 97 100 10i 1 SALAMANDER BROILER, GAS JADE RANGE JSB -36 S&G S&G - 3/4 35 75.5 FACTORY CONN. TO FRNT MANIOLD ON 100 101 I 102 1 REFRIGERATOR, SHORTY JADE RANGE JRLH- 04R -T -72 S&G S&G PC 120 1 60 X 12 FAN ONLY; 2900 BTU LOAD REMOTE REFRIGERATION 102 103 1 RANGE. BROILER. GAS JADE RANGE JMRH -728 S&G S&G PC 1 -1/4 180 31 FRONT MANIFOLD TO #105 103 10 1 REFRIGERATOR, SHORTY JADE RANGE JRLH- 04R -T -72 S&G S&G PC 3 -2 120 1 60 X ' 12 FAN ONLY; 2900 BTU LOAD REMOTE REFRIGERATION 104 :04.1 1 REMO' E REFRIGERATION iBY ERICKSON REFRIGERATION COOK'JNE REFRIGERATORS S&G S&G EC 15.0 1. 208 3 6 J X OUNIT VERIFY 104.1 105 1 FRYER. DUMP STATION JADE RANGE JTDS -18 S&G S&G _M_ � 1-1/4 - 31 FRONT MANIFOLD TO 1106 ] OS ? OE FRYER, DEEP FAT. GAS JADE FLANGE JTFF- 240 -3E S&G S&G PC 3/ 220 31 REAR FEED, FRONT MANIFOLD 106 t ;137 i 1 4 3L:. WORD ADVANCE TABCO KAG -243 S&G S&G - { ] 07 ;108 ' 1 .CASTER. CONVEYOR (FUTURE) HATCC TO -1206 VERIFY MAKE/ MODEL 19 4 4.0 .208 1 60 X 6 -30P 48 VERIFY 108 ' 1 C9 , 4 T wA. . ::APS & �COPNIER GUARDS METAL FAB CUSTOM , S&G T S&G S&G I S&G - - } F - 0 - 9 -1 } 1 10 -1 1 ' 1 C ; i *A P,4` 1 UETAL FAB = CUSTOM COOK LINE ,'.?C 2! • '+��__ , METAL FAB CUSTOM PREP LINE S&G S&G - ; ! 11 L QD _ NDE�SA; MC2 �= BAR OE #PERLICK IMEd36 S&G S&G S&C S&G EC -PC 1' ; � ; I 1 - 1 /2 28 111111 MR-GAP TO FS '130.2 ; ti t _ E:..R ,:;._A71 -7 PAC' ; GL.AS'EVOER JBGR -' a 15 02 ' - PC j I I I I i ' C ICE •„ a0_ 2 :J �t -�4 COMA IC_ 5. I I ! C ? CLASTENDE ... I I P ..B 36t -. . 8 SbcG I i . } PC S&G i 1 -1 /2 14 UNIT HAS 10- CIRCUIT T O cS 8 BEVERAGE COLD P MR C,? ! r 1 I BO' - Y N,� = YS}= _ � & JFcf -►18 Ca►i c S T _�; EP :rte° _ t5 1 - 1 '2 2$ NR -GAP TO FS • I'BCE I 2 I:& = 3,1 %L= S` t C!' j &LASTENDER ,BSA- 1 E_ 1 S&G S&C, FC -ED : • 5 c 1 12" E x . , 5 - • 5R 17. IPRCV'DE S OUT ..E.: FOP BLENDER 3/8 29 3/8 29 1-1/2 1 23 . I AiR -CAP TO FS X3,:,5 j ,3Cc � "E= 3L- E_ %N'_ ,G:ASTEN. ;ER ; A+r• 14 Sr S&G S&G '_ - $ 2 I ? CC 6` X ; 5- 1 5P Ir 16 FOOT CORD W / PL ��r; PROVIDED I 1 , � l '' ABC - � : .-'� :. =B -- DR" vrAS'_ .CJ.S NDEP ;J*'E- S&3 Sdc - ,■ + i I 1 i q �&R -GAP TO FS _ i50" 1 k;NDER5 mow`' wk= - - ..7,-A TENIDEa 1 DW6 - 2 i S& Sire _ - i 1 I f ■ I t ■ ■ + + 7 i ■ ■ _ .qO� E ,, S &_ ..AZ.. c` �♦ ■ ■_ ■ ■ . ■ ♦ ' e- ` , ^, T i83-8 a - N2E.RSA;' -.7.1 _ `•S�w ■ VL�3 P-43ER I R - L # � f I � I _ / + S . 1 , 2 L ' � 016R-CAP T V CS lace • B ; 1 4Jt � SWA _ C" - 2 4 - _C - , ..OF I 1.3...k.sTEN.oiz I - air" S.&' P: -EC ? s 1 4 : , l I i II I I ' 2C, /2DE : I i C , a I i .5 'fA7i 3 ?' ! 4- 2PRI t OA 208V ;1CaA1�" t ! , r E .c, _JI- = 4 3/ 8 ' 5 3/6 ' 7.5 1 • �2 , l i � ; 5 _ I + 'SEE SP£C (M.0 RED'S) I I '8.". ' • Pit* 4:4-2_ .6 • _ • 54.7. 11. ♦ • ■:. :. ±�_. E rt_ Pv € \- • u += = 1 ;" . E - 2" 4 •ENoC - . ■ • F _ DOO . `_r 11'iJGl•' ICE N+A _ "F1I"it ■`.h.:E PCS A, . .3S i X11= " 2 I ■' .. Z _. !P 2 - ' '= 1 - - €_ _ T 4 ■ SA s&- : I i ■'C !' .E% S -ISdr_ c • ▪ ♦ ■ 3 /8 2_ ; "_ -3/ 24 t I z - 7 / a ° ! I 1 '` 5 *- wAS7E. DC:* m72 F ALC1 • do 57 J".)' aER= J' A nE" NA S "�A.�■_R °ti_ _,' C 1 I • i ! ! ■ • 1 Y . ■ 1 aF kMISEIC If m[.m � t /2 I 25 7 /2 - . R^' w MC W:..• 3.4C9;yA3, awn r I I I I I I I I I Cam:: � � . ■ 24 • ■ . L� ��■ _ - r = • . • .'3 1 15 ■ ' EC - c - 2_1c • ` w • - 'ice _ - ` ' M h l 12C ! 6C 1 k - T 5r= y 2 4 = 1 !EF?1FY_ COCA .A"aE • d BE _1 - T I ■ ■i •/4 N zd , rQ_u I PM UITJ CHEDULE ■ , i .2 . ■ 4• ? -ti's •� �y A.R - P -C = S ir3E'ER DRAB CCww £X ' Pf Orr t7R`c -R.,., • ' L' ■ r '2 ■ I p` i , 4 a DCS N 0 • mit eaves sr SIM !lw♦rmemUwr enr F 3 04 >i• 5T • INDEX C -1c. - K :±S+ -EN PLLN C -12'3 - E ECTR:C4 C- !Oh - Q-20' - ,iE ✓.'- ` , �3 - i �,`� ✓f-► ; V+ �I v C-504 - t4Qc ter. - -AMC 6 at l OODSERVICE ELECTRICAL NOTES ■ A ALL ELECTRICAL OUTLETS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY THE FOOD SERVICE CONTRACTOR (FSC), UNLESS OTHERWISE NOTED. FOR ANY ADDITIONAL CONVENIENCE OUTLE'S. SEE OTHER ELECTRICAL DRAWINGS & REQUIREMENTS. B AU. DIMENSIONS GIVEN ARE FROM COLUMN CENTERUNE AND /ROUGH WALLS ELEVATIONS GIVEN ARE FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. ALL OUTLETS ARE TO BE SET VERTICALLY. ALL 120V OUTLETS NOT DESIGNATED WITH SPECIFIC LOADS TO BE RATED AT 15 AMPS WITH MINIMUM LOOPING. C ALL ROUGH -INS SHOWN ARE TO BE RUN INSIDE WALLS (EXCEPT STUB -UPS). LOCATIONS INDICATE POINT OF EXIT FROM WALLS, CEILING OR FLOOR. D ELECTRICIAN TO BRANCH TO CONNECTION WHERE REQUIRED AND TO CONNECT ALL ELECTRICAL EQUIPMENT AND FIXTURES AND DO ANY INTERNAL WIRING REQUIRED IN THE FIXTURES INCLUDING INTERWIRING TO APPLIANCES AS REQUIRED BY THE SPECIFICATIONS AND /OR DRAWINGS. E FOOD SERVICE CONTRACTOR TO FURNISH GALVANIZED JUNCTION BOXES IN FIXTURE CUT -OUTS AS REQUIRED BY THE ITEM SPECIFICATION AND INCLUDE APPROPRIATE ELECTRICAL RECEPTACLE. S/S FACE- PLATE, WHERE BUILT -IN CIRCUIT BREAKER SUB - PANELS ARE CALLED FOR IN THE ITEM SPECIFICATIONS, THE KITCHEN EQUIPMENT SUPPUER IS TO PROVIDE AND INSTALL THIS PANEL ALONG WITH THE PROPERLY SIZED CIRCUIT BREAKERS. F ALL ELECTRICAL OUTLET COVER PLATES ARE TO BE STAINLESS STEEL THOSE REQUIRED IN BUILDING STRUCTURE ARE TO BE FURNISHED BY THE ELECTRICIAN. WITH RECEPTACLE. ALL MAN BREAKER PANELS AND DISCONNECT SWATCHES REQUIRED BY OTHER ELECTRICAL DRAWINGS ARE TO BE FURNISHED BY AND INSTALLED BY THE ELECTRICAL CONTRACTOR AT TIME OF INSTALLATION. G IF ELECTRICAL. COOKING EQUIPMENT IS SPECIFIED, ELECTRICAL CONTRACTOR TO PROVIDE T1E -IN WIRING BETWEEN FIRE PROTECTION BOTTLE CONTROL. HEAD, MICRO - SWITCH AND COOKING EQUIPMENT TO COMPLY WITH APPLICABLE LOCAL CODE REQUIREMENTS FOR EMERGENCY SHUTDOWN OF ENTIRE COOKUNE, SHUNT TRIP GRCUITRY MAY BE REQUIRED. SEE OTHER ELECTRICAL PLANS. H UNLESS OTHERWISE INDICATED THE ELECTRICAL LOADS SPECIFIED ARE THE CONNECTED LOADS FUSE OR CIRCUIT BREAKER SIZE TO BE DETERWNED ACCORDINGLY. BASED UPON APPLICABLE CODE REQUIREMENTS. OMISSIONS OR ERRORS IN THE SCHEDULE DOES NOT RELIEVE ELECTRICAL CONTRACTOR FROM COMPLETE AND CORRECT FINAL CONNECTION RESPONSOUTY. REVIEW OF EQUIPMENT BROCHURE BOOK AND SHOP DRAWINGS WILL ASSURE CORRECTNESS OF THIS WORK. J ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL SWITCHES. STARTERS, DISCONNECTS, ETC. FOR ALL EQUIPMENT UNLESS NOTED OTHERWISE. ALL DISCONNECTS OR LOCK - -OUT DEVICES. STARTERS. £TC. TO MEET N.E.C. AND O.S.HA STANDARDS. K ALL RECEPTACLES SHALL BE GROUNDED PER N.E.C. AND O.S.HA. AND TO HAVE NO GROUND FAULT PROTECTION. L ELECTRICAL CONTRACTOR TO PROVIDE CONTROL MIRING AND ELECTRICAL SERVICE FOR REMOTE REFRIGERATION SYSTEMS FOR WALK-IN BOXES, ALSO COORDINATE LOCATION FOR SERVICE WITH THE ELECTRICAL ENGINEER. M ELECTRICAL CONTRACTOR TO PROVIDE WRAP AROUND HEATER CABLE ON ALL EVAPORATOR DRAIN UNES LOCATED WITHIN WALK -IN FREEZER OF APPUCABL.E). N ELECTRICAL CONTRACTOR TO INSTALL AND WIRE EXTRA LIGHTS PROVIDED IN WALK -IN BOXES AS REQUIRED. THRU DOOR SWITCH. ( 3 LIGHTS FOR WALKIN AND 2 LIGHTS FOR FREEZER_) O AU. THREE (3) PHASE POWER CONNECTIONS TO BE ON A FOUR (4) WIRE SYSTEM AND AL SINGLE (1) PHASE POWER CONNECTIONS TO BE ON A (3) THREE WIRE SYSTEM (UNLESS NOTED OTHERWISE) P VERIFY WITH ARCHITECT OR FOOD SERVICE CONSULTANT. THE FINAL EQUIPMENT REQUIREMENTS BEFORE ORDERING MATERIAL REVISIONS TO EQUIPMENT OR PERFORMANCE REQUIREMENTS MAY AFFECT THE ELECTRIOWIS WORK. Q ALL WORK, RELATING TO THE INSTALLATION & HOOKUP OF THE SPECIFIED EQUIPMENT, IS TO BE PERFORMED IN FULL ACCORDANCE WITH APPLICABLE CITY. COUNTY. LOCAL. STATE & FEDERAL CODES AND ALL OTHER GO'VERNIENTA. REGULATORY REQUIREMENTS. R ELECTRICAL CONTRACTOR IS REQUIRED TO FURNISH AND INSTAL ALL ELECTRICAL COMPONENTS NECESSARY TO PROVIDE SERVICE TO LOCATIONS & EQUIPMENT SHOWN ON THIS SHEET UNLESS NOTED OTHERWISE. ELECTRICAL CONTRACTOR IS ALSO RESPONSIBLE FOR MAKING FINAL CONNECTIONS TO EQUIPMENT AND FITTINGS SUPPLED AND INSTALLED BY THE KES (KITCHEN EQUIPMENT SUPPLIER). S ELECTRI AL CONTRACTOR TO PROVIDE ISOLATED GROUND CIRCUIT FOR ALL P.O.S. REGISTERS, COMPUTERS AND PRINTERS. NOTE 'C' ALL WALL. MOUNT EL FCTRIGAL RECEPTIGLES AND J -BOXES ARE TO BE FLUSH MOUNTED IN WALLS WITH H NO EXPOSED CONDUIT SHOWING ON SURFAZ E OF WALLS. \. J 'CONVENIENCE OUTLET REQUIREMENTS 1 CON; 120 -V, I-PH SERVICE, 15.0 AMP, STUB OJT WALL AT +4(3" A.F.F., CONVENIENCE OUTLET. GON2 I -PH SERVICE, I5.0 AMP, UNDE AR AT +36" A.F.F., GCNVENiENCE JTLE T - o 3 12:: ✓ I - PI. SER' ✓'CE, 15.0 AMP, STUB OUT AT - 2" A.F.F., C,ONVENIENCE ELECTRICAL NOTES F F -' TR;GA, c• 41. SP Sc,7UG� . ' ANC :I�ME ' - ' LOCAT7C16 At tr. C_-APAG'"rTS no P.JRMS»W 9" • E Ki'C.f$4 _nI *R i .O•r' .Ac Fri L .4 - ese . G z: - � [ a 4 '�' L�u .G �CC `.• _ - ,- : w 5 f ! "'fit bO ' ' z 4 ..RE 3 F u 'R :h '_`". �+•�_ A 'sir �"C , . 1 "� A� JUNK - 4;7ti 90xE i RE .L CZ i o A =S =.A._ 9t: wt-5 L..1•41: AND Yelt'116 4 A.- 60 4LIF , %IC *C-A =� ' " mo t ',ERA :Oki. :.*K AJ. D c �c f `Ec Sr/►`_ 3E =_ �.{ = AC " e - c c'►r x = - *WC ' £ ' i A _ - -. = z Arc ~ Ac - .�• F ti •�� E'er _ - �..prE APC % r R'st _.X..A lr ". ANC L -90 e - / E� - 74 • i ' - ZIP+ - 7c 9•••6 _ R/Rt+'P 7. _ 'v "..11 e+9- AMC I. - t E. ' - .?fir A C 9F "_•■- 7 '- AIC :t _7*1EN 4 � _ -C • A& '? s... sauilp.,pAy •rC• - A,. , A, 44 AI4C 0 11 , R '� 9F % .q, . • 5.11 ' . - iPa E% e - f it SaL." E% - ,WRAC - 11G AIC . '4.9, r„` "' F "Vic ti :'".. -Il C- E: - R - ^fir• S•�'+A "2" r•oie.+.w Apr "pc rith• ; ,lIR. ; 4 .'! ' 1E' ► & A• °ApE .. APC ..L'�..: ' - 7 10 "C-4E 4.X' ... .11ER`♦ , wr - A - c 4/1E- AIC - A AMC 4.45 As-- FTaI+ ` OW -A Ae. - 1~ c 5 gb0CP.K •PE • *_r- -�,le -_.�e• EGUIPMEPir - 's -- - �c . �. ? e-c ..-u slot. <.E 9c LAr _ •-- sire ;. - Inc Doom •E,A -ham e.E -*mac A. - 5�aan ..rd‘r4F /WC 50%01.- ai tRAPSP AMC 1 .16? ArTAIra.0 CAC " 01111M E• Air ANC MMr1F A -1474PeC - X.le rlitic „ Orv.19004 5ftik 14064rty. AMC 'At._ AL_ •I% ..4 .. "MO AMC IRS,P"!"►T ,.a"I4AL r.7MI �► - , - ■CI» r'`"'rW' 4iC Sra7RAsf 00C' Ev adookb Trifriftak a orik. NPr".:.:*! 0 •1^ VMS "PC f...IPONIIPS9OR Low-wick ewe_ 1 * 5.1E‹- Aa 'w 04 JR9. AMC i6Tikkti " ` 7 I11 J1.41r "CM 80 'S RC7t re'r ompit FM/'r'tec eic rec CJ►w .',Cw !1 S` + ELE,C.i". C•vnMOw T: veep- imer'c..,Arityr ACi.: .F M*M► C 'S 4/t' *100111FwG °S imemmiscracie .+ E3-E< ‹,44,_ 0'V►'r61$04 &bk.. imwessir • c hEsrti.. iV► AYIrOtiv"C „yTONA AGMM K r.. 5.2r -'IK. G "S Y/ , 4010C rc OE A•G ore* * A'rW "Wa!'r.JSw0 �!rS�' C43113 oft • r r ITEM NO QTY EQUIPMENT CATEGORY 1 1 WALK -IN COOLER /FREEZER 2 1 EVAPORATOR COIL, COOLER 2.1 1 COMPRESSOR, COOLER 6 1 WALK -IN FREEZER 7.1 1 EVAPORATOR COIL, FREEZER 7.2 1 COMPRESSOR, FREEZER 10 1 SMOKER 13 1 MIXER, COUNTER 19 1 REFRIGERATOR, REACH -IN 23 1 OVEN, SLOW COOK /HOLD 24 1 TILT SKILLET 25 1 KETTLE, STEAM JACKETED 30 1 EXHAUST HOOD 30.1 32 32 33 41 48 LXHAUAST HOOD FAN El IIII SLICER, FOOD MI WATER HEATER, BOOSTER =SPARE 53 REFRIGERATOR, UNDERCOUNTER, COMPACT 56 ESPRESSO EQUIPMENT 57 MI GRINDER 63 IIIII WARMER 70 DISPENSER, ICE /BEVERAGE 76 WARMER, FOOD, ELECTRIC 77 WARMER, DRAWER TYPE 78 REFRIGERATOR, UNOERCOUNTER, COMPACT CART, BANQUET SERVICE CART, BANQUET SERVICE 80 ICE CREAM CABINET 81 1 ICE MAKER W/O BIN NOTE 'A' 208V, I PHASE, SERVICE, 10.0 ATE, STUB AS NOTED, CONNECT AT POS/PRE -CHECK STATIONS. (DEDICATED CIRCUIT, ISOLATED GROUND, ADD PHONE LINE, PROVIDE EMPTY J WITH CONDUIT FOR INTERCONNECTING POS SYSTEM, PRE -CHECK AND PRINTERS) (VERIFY ALL REGUIRMENTS WITH POS SYSTEM SUPPLIER.) NOTE 'B' ELECTRICAL SYMBOLS 0 . XTL E MOUNTED _MC- BOX r,X"'. MOUNTED ED ALL CONDUIT SHALL BE RUN ON THE EXTERIOR CEILING OF ALL GOLD STORAGE ROOMS AND SHALL PENETRATE THE GE it_ I NC' AT A POINT *ERE T WNDU1T GAN DROP DIR•EGTL`! TO THE POINT OF C.ONNE!TION. ELECTRICAL GONDLi I T SHALL NOT BE RUN Oki THE INTERIOR. ( 17 X 12'7-V E "-IF ; Y" !-50 X iti. ~ GOtiO!�IT AN C''P ° O S --CA-F f -!NE ice, t'<<1�,.E`•' .'C += h�_ _ IC - C RE ON "Av- 5" ?* ; T. • ::': 'i RBI'`• t ►' . _I ELECTRICAL SYMBOLS ' C E'ER ► 0u°• 4 1: _!Rf :SSE ! r'LE - Vot. 7 A< E_ `710.:-x' VIER .: ,✓ 5c x_ `e' '•43/tfriarti.) ► Ir-OR CNREC T GC CT!CN ATIV VI 501 "C,?+ 28.8 5.0 30.0 7.0 75.0 3.5 15.0 6.0 10.8 27.0 12.0 1.5 12.0 1 8.0 6.0 0.0 1.2 4.9 9.0 5.0 28.1 - 1 1.0 1 3 115 120 3 -1/2 208 (I) 0 Li -J 0 U 120 0 60 X . 1 0 60 X ■ 60 X 120 1 FO DU 2 -1 /2 208 0 so X ■ 120 1 60 ©■ ■0 1 60 0 60 1 0 60 ©■ © 60 0U ONION 1 6G 60 3 60 X I- U W O 60 60 X ELECTR I C A L • 0 0 £1 Q W z 5 -15P 5 -15P 120 0 60 NO 5 -20P 1/2 115 a 60 •0 5 -15P 208 © 60 01 1/6 120 60 115/208 60 ■0 ■111111i0 120 0 60 .© 5-15P 120 0 60 .© 5-15P 208 0 60 .■ X 1/3 120 0 60 .© 5 -15P 1/4 120 0 60 •0 5 -15P 5 -20P 5 -15P 1 104 80 OUNIT VERIFY, DON'T DUPLICATE 104 LIGHTS & CONTROLS 80 OUNIT 12 12 73 30 4 OUNIT 120 1 60 X 5 -20P 48 5 -15P 12 48 10 FT CORD 24 VERIFY 48 VERIFY 24 VERIFY 48 12 12 WI CORDSET 12 ELECTRICAL REMARKS LIGHTS 4t CONTROLS HEAT TAPE DRAIN VER,rY ALSO AVAILABLE AS 230V w/ CORDSET 208 -240V FROM CONTROL PANEL VERIFY 1 t -4" 4 ITEM NO 32 33 41 48 53 56 57 63 70 76 77 78 80 2 2.1 6 7.1 7.2 10 13 19 23 24 25 30 30.1 32 81 -8' _ • . - S C H E D U L E ITEM NO QTY EQUIPMENT CATEGORY 83 1 REFRIGERATOR, SANDWICH /SALAD PREP 84 1 TABLE, HOT FOOD 85 1 REFRIGERATOR, SANDWICH /SALAD PREP 86 1 OVEN, MICROWAVE 88 1 OVEN, SLOW COOK /HOLD 89 1 CARVING STATION 91 2 WARMER, FOOD OVERHEAD 94 1 EXHAUST HOOD ( COOKUNE) 94.1 1 EXHAUST HOOD (COOKLINE) 95 1 FIRE SUPRESSION 20.0 95.1 1 EXHAUAST H000 FAN 95.2 1 MAKEUP AIR SYSTEM 98 1 REFRIGERATOR, SHORTY 102 1 REFRIGERATOR, SHORTY 104 1 REFRIGERATOR, SHORTY I 3.2 104.1 1 REMOTE REFRIGERATION 108 1 805 2 B06 2 809 1 812 1 812.1 1 815 1 816 1 CON1 15 CON2 3 TOASTER, CONVEYOR UNDERBAR BLENDER STATION FROSTER /CHILLER, GLASS /MUG /PLATE GLASSWASHER BACK BAR COOLER REMOTE REFRIGERATION ESPRESSO EQUIPMENT GRINDER CONVENIENCE OUTLET CONVENIENCE OUTLET CON2 2 `CONVENIENCE OUTLET CON3 3 CONVENIENCE OUTLET POS 1 POS n 3' -1 2 , -4 „ r x ~ � 3'- I 7» I 4 , r 4' S \ _ 2' -2 " \ - "- K il■ 2 '\`* \ i '2 -E I O 1 a • - 3' Lf4 3 14.4 3.0 11.0 14.0 1.7 11.0 16.8 2.1 ELECTRICAL PLAII Pel C t 1/2 120 1/2 120 ELEC. PALL vdrfy loci 2 " -4" U, 208 120 125 1 20 120 120 208 208 120 120 1 20 208 208 120 120 120/208 120 115/208 -2' -5" r- 3 120 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 ■EM■ 0 60 0■ 60 .0 0 60 10 60 60 1 R • o. NEM Id -J r U 60 60 F-- U W X C' J 0 Q W z X 5 -15P 12 W/ CORDSET 6 -20P 21.5 5 -15P 12 W/ CORDSET 5 -20P 5 -20P 5 -15P 5 -15P 6 -30P 48 49 96 OUTDOOR CONNECTION OUNIT 30 OUTDOOR CONNECTION 1 1 2 ELECTRICAL REMARKS CO /WM Alf AS 240i, 14.4 MME'S, 3.0 11w, I/O CCM & PLUG POWER FROM CONTROL PANEL, NO FAN POWER FROM CONTROL PANEL, NO FAN FAN ONLY; 2700 BTU LOAD 2 FAN ONLY; 2900 BTU LOAD 12 FAN ONLY; 2900 BTU LOAD OUNIT VERIFY 48 VERIFY 5 --- 15k 17.5 ROW POUND FlaT ELECTRIC OUTLET FOR OMER KOKO 7.5 HEMP POWER 11GIff °PONE ON XIIM OW RIMED CMCIA, MI. OTHFI COMPOINIS ON 1204. 809 30 15 MIP KGB C10.10; RECOMMEND 1/3 If COICOGIC ONO RMED AT 3,250 DRIM AI 32 DEGREE F. 812 5-15P 6 6 FOOT CORD W/ PLUG PROVIDED AT LEFT REAR 5-20P 5-15P 48 SUPPUED F/ #2 24 VERIFY VERIFY 120 120 II El 60 MEI 5-15P 12 60 5-15P 36 5-15P 36 120 60 120 60 X 5-15P 24 VERIFY, DATA LINE 1)/9-041• i ' \ V '".") .:Cr 74), 1 (05' I I r ONES • 3 ir-54 EEO ITEM NO 83 84 85 86 88 89 91 94 94.1 95 95.1 95.2 98 102 104 104.1 108 805 806 El1 2.1 815 816 CON2 CON21 CON3 POS Fa 11 16 ;it -4 r Ti cc) (-Ns ›.• C Z I- CO 1/4.n I (I) 0 (;1 cs) ( > 1 vc) ■..) iks) \,c) ("NI (25 - on ca 13 10 •__ -- ( 4 i; Ir- SHEET • '1 NUM ALVES 1E7 SOW scow C-1C: • I PL LI b Ne Pt AN S 41*' R 116.+ -IN AK" . OWNCt_ TI*N LOGATIO 8 HITN GAPAGI SEE DIHEHIA+ONAL DRAHIN6S FURNISHED BY THE FOOD SERVk.F C »4TRAC. TOR POR ' 1UAL f IDU6N -IN LOCATIONS. 2 RCu6N -IN FOR HATER HASTE. STEAM AK) , IJri. 6AS SERvIC.ES SiMLL ExTE () D' i2O +V BEYOND PI/415H PILLS AND MOVE FINISH FLOOR'S OR EQUIPrl IT PADS ALL FLOU►/ ve1ETRA ric66 `-1HA EE SEALED WATER Tk5N7 'S WATER FFIES iURF IN FUCA SERVICE AND HfEVERA6E AREAS SNOW? BE 50 PS•6 H1AX9 -U-1 H4ATFR PRE5i5L.RE AT DISH.IAGH∎ EE. BOOSTER HEATERS. 6l A^� A!s? UTENSIL HASHERS T( BE 25 P516 4. PL11191Pla DIVIS40,4 SHA i rU114SH AND 11 ALL NEi.t5i5ARY vAL NIPS TRAPS rAll MEG-ES t II TRAI IJJS, PRESSURE RJ JUCINfi VALVES VC) vAi -OLIN EJREAx A CONNECT ALL WATER FUEL. 6AS. STEAM ANC) Pt LINES TO .000 SERVICE AM VV./ERA/SE EQUIPMENT 5 P LI -eI146 CONTRACTOR TO PROVIDE 6A5 5ER VLF- AT EQUIPMENT TO MAINTAIN N+ b' WATER OOLL/4 s ITCHEN EQUIPMENT CONTRACTOR TO PROVIDE 6A5 PrJeowe ar6LLATurtS A5 RfauRED WY CODE ANC) AbA. FOR INSTALLATION ELT FLAMM 3 DIVISION INLINE erneF.e4 EUU..DIN6 SERVICe3 AND EG1wIP•-p4T. b PU M81146 DIV15601.4 TO SUPPLY 6A5 5Nfr OPF VALVE AT EACH E LNPM ENT CONNECTION AIV 1N45TA L POR EASY ACC1fr551EMLITY RLN WI THIN EGNMPMENT sew Amos CR CHASES. r FOOD SERVICE EQUIPMENT PLUMBING ROUGH -"IN NOTES: ROUGH -IN PLUMBING NOTES l- NOT USED 6 PL OMAN , V.Li. INSTALL /VC c.p11EY.,T AU FAUCETS MON- 151FD PITH F000 SERVICE AND OEVE EQUIPIENT. 4. PU MEWS CONTRACTOR 544AL1, HJRNSH AND INSTALL ALL I14219ECT PNOATE L0 4E5 PROM FOOD 5E2vIGrt AND BEVEJLA6E SCIAPPE'14T Tn FL:x.JR C7RA P45 ANV 51Nf5 AND INNaULATF WASTE LINE PRCH ICE BIN E., EVAPORATORS AN, BAIN NAMES 10. FOOD SERVICE CONTRACTOR 5 4.u- PUR I5H AND INSTALL PORE PROTECTION SYSTEM MIC,LL OIN i Me[AIM ICAL SNVT-OPP VALVE PLLMBIN6 UIVI SHALL INSTALL C.HN CAL SHJT-OFF VALVE. VERIFY 512E AND LOCATION. 11 FLLTOR SINKS SHALL_ BE PROVIDEP AND INSTALLED BY PG FLUSH PITH FINISH FLOOR OR AS PER LOCAL COOS MTh 6RATE COVER AS INDICATED . ALL PLUMBING OUTLETS AND REQUIREMENTS SHOWN ON THIS PLAN ARE THE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR, UNLESS OTHERWISE NOTED. FOR ANY ADDITIONAL BUILDING PLUMBING REQUIREMENTS, SEE OTHER MECHANICAL PLANS. ALL DIMENSIONS GIVEN ARE FROM COLUMN LINE INTERSECT AND /OR FINISHED WALLS. ELEVATIONS GIVEN ARE FROM FINISHED FLOORS. . PLUMBER TO CONNECT ALL WATER LINES. GAS LINES, WASTE LINES, ETC. CONNECT INDIRECT WASTES FROM EQUIPMENT (DRAIN BOARDS, QUICK DRAINS, ICE BINS, DIPPER WELLS. ETC.) TO THE NEAREST AND MOST ACCESSIBLE FLOOR OR HUB DRAIN. DO NOT RUN WASTES SO AS TO INTERFERE WITH THE OPERATION OF BUSINESS OR FUNCTION OF EQUIPMENT. SECURE TO EQUIPMENT. WALLS OR FLOOR AS REQUIRED BY ARCHITECT OR CODE. ALL ROUGH -INS SHOWN ARE TO BE RUN INSIDE WALLS, (EXCEPT WHERE NOTED). LOCATIONS INDICATE POINT OF EXIT FROM WALLS, CEIUNG OR FLOOR. C. PLUMBER TO BRANCH TO CONNECTION WHERE REQUIRED AND TO FULLY CONNECT ALL EQUIPMENT AND RUN CONDENSATE LINES FROM UNITS TO DRAINS AND THESE LINES TO BE NO SMALLER THAN THE STUB OUT OF THE FIXTURE. FOR SPECIFIC TYPE OF CONNECTION AND LOCATIONS. REFER TO THE EQUIPMENT BROCHURE & DRAWINGS. D. PLUMBER TO PROVIDE SHUT -OFF VALVES ON ALL WATER AND GAS UNES, ALL VALVES, CUT -OFFS, TRAPS, HYDROSTATIC SHOCK ELIMINATORS, PRESSURE REGULATORS AND MATERIAL NECESSARY TO CONNECT ALL LINES UNLESS OTHERWISE SPECIFIED ON THE ITEM SPECIFICATIONS. . ALL FLOOR DRAINS ARE TO BE SET 1/2" BFF, UNLESS OTHERWISE NOTED. DO NOT SLOPE FLOORS SO CLOSE TO DRAINS AS TO CREATE 'PITS" OR "DIPS" IN FLOOR. MINIMUM RADIUS OF SLOPE TO BE 24" FROM CENTERUNE OF DRAIN. F. PLUMBING CONTRACTOR IS REQUIRED TO FURNISH AND INSTALL ALL PLUMBING COMPONENTS NECESSARY TO PROVIDE SERVICE TO LOCATIONS AND EQUIPMENT AS SHOWN ON THIS SHEET UNLESS NOTED OTHERWISE. PLUMBING CONTRACTOR IS ALSO RESPONSIBLE FOR MAKING FINAL CONNECTIOCS TO EQUIPMENT AND FITTINGS SUPPUED AND INSTALLED BY THE FSEC G IF ELECTROLYSIS CONDITIONS EXIST, A DIELECTRIC COUPL±NG SHOULD BE USED IN FINAL PLUMBING CONNECTION TO AU. WATER COOLED EQUIPMENT. H IF HIGH MINERAL CONTENT IN THE WATER SUPPLY EXISTS, IT IS RECOMMENDED THAT A WATER SOFTENER FILTER AND /OR DEIONIZER SEPARATOR BE USED IN THE FINAL PLUMBING CONNECTIONS TO CONDENSING UNITS, STEAMERS, COFFEE MAKERS, WATER HEATERS AND SIMILAR ITEMS OF KITCHEN EQUIPMENT J THE FSC. IS TO PROVIDE ALL FAUCETS, DRAIN OUTLET FITTINGS IN FIXTURES AND SPECIALTY ITEMS AS OUTLINED IN THE ITEM AND GENERAL PRODUCT SPECIFICATIONS FOR EQUIPMENT IT IS PROVIDING.. K OMISSIONS AND /OR ERRORS IN SCHEDULE DO NOT RELIEVE THE PLUMBING CONTRACTOR FROM COMPLETE AND CORRECT FINAL CONNECTIONS RESPONSIBIUTY. HIS REVIEW OF EQUIPMENT BROCHURE BOOK AND DRAWINGS, MALL ASSURE CORRECTNESS OF HIS WORK. L FAILURE TO COMPLY WITH THESE NOTES COULD VOID OR CANCEL MANUFACTURERS WARRANTIES. DO NOT FAIL TO COMPLY WITH THESE NOTES IN THE AREAS THAT THEY APPLY TO. IF THERE IS DOUBT AS TO THE PROPER INTERPRETATION OR ACTION THAT IS INTENDED, CONTACT THE ARCHITECT OR OWNER'S REPRESENTATIVE IMMEDIATELY. VERIFY WI TH ARCHITECT OR OWNER'S REPRESENTATIVE, FINAL EQUIPMENT REQUIREMENTS BEFORE ORDERING MATERIAL. REVISIONS IN EQUIPMENT OR PERFORMANCE REQUIREMENTS MAY AFFECT THE PLUMBERS WORK. M ALL WORK RELATING TO THE INSTALLATION & HOOKUP OF THE SPECIFIED EQUIPMENT IS TO BE PERFORMED IN FULL ACCORDANCE WITH APPUCABLE CITY. COUNT. LOCAL. STATE & FEDERAL CODES & ALL OTHER GOVERNMENTAL REGULATORY REQUIREMENTS. 1111.01■I111 a if , I i . S I 0 U ITEM NC MEM SMOKER TILT 'iKIU_ET BEEE moo ®0 -- SINK, MOP W /FAUCET NMI 131110 SINK, DROP -IN Di0 RIM DISPENSER, ICE /BEVERAG EMI DIPPERWELL ASSEMBLY 41 EQUIPMENT CATEGORY EVAPORATOR COIL. COOLER EVAPORATOR COIL, FREEZER FILLE 2, KETTLE & POT RANGE., HEAVY DUTY. GAS OVEN CONVECTION. GAS SINK, HAND FIRE UPRESSION SINK. PREP WALL MOUNT FAUCET. SOIL DISH TABLE WAREWASHER, RACK CONVEYOR PRE - RINSE. WALL MOUNT WATER HEATER, BOOSTER FAUCET, WALL MOUNT 3 COMP. DISH SINK SINK. DROP -IN ESPRESSO EQUIPMENT COFFEE MAKER. SATEWTE SYSTEM DROP -IN. WATER & ICE STATION ICE MAKER W/O BIN PLUMBING SYMBOLS HW -HOT WATER, OR GIN-GOLD WATER WASTE, DIRECT- GONNEGTED UNLESS NOTED "OPEN HUB" 0- INDIRECT WASTE • FLOOR DRAIN O FLOOR DRAIN WITH FUNNEL O HUB DRAIN DRAIN IN FLOOR RECESS, CONNECT TO GENERAL CONTR. DRAIN PAN ® FLOOR SINK WITH HALF GRATE UNLESS NOTED OTHERWISE • FLOOR SINK WITH FUNNEL GRATE GAS GAS PRESSURE REGULATORJBY KEG REFRIGERATION LINE ROUTED IN WALLS FROM ITEM TO ROOF TOP RACK 30.5 10 ITEM NO 100 101 102 103 104 106 902 903 904 905 BOB 809 B10 FD OTY m IMMO mEM 400 150 180 220 10 W Z a N O MINIM -- MIMEO 3/4 60 _ •- -_-- -- Ell 1/2 ® MI ME COMM 111111111111M1= -- - ®® -_ -- ®® ® ® -® 1 -1/2 — -- --IIIMI — -- -__- - 2 12 ENNUI 1 / 2 - ®--_— ___ - - -- 2 ® - mom - ®-m 2 0 �— ---. 1 D -- tl7 ® -m NI -� -® 12 m® -m En -_ -- 2 ® 111 -- ___. 2 =I II MEN - - -- 2 ® � — 3 / 4 D®-D© 0 -_-- -_ --_- -��� DIY RuD® MI MOM - --_— 3/4 - -- ® ®-® m —� D_-- =I - -MI ®INI-- 1 /2 ® -M __ _ 3 / 8 -_ 3/8 3/8 131110•11111 '/ __- -_ -® — 3/ -- 1/2 1/2 1/2 1/2 1/2 1/4 1/2 1/4 1/2 1 z cD L � 2 a • 4\ \ t` R� Ltir p. i ON < la __--5 _ P L U M B I N G PLUMBING REMARKS AIR -GAP TO FS AIR -GAP TO FS GREASE DRAIN 4.5'W.C.; MIN., 14.5" W.C.; MAX GAS DISCONNECT AJR -GAP TO FS 2ND DRAIN IS DRAIN -RINSE PAN RUN BLOW -OFF TO FLOOR DRAIN WASTE TO CODE FAUCET K -240 VERIFY. AIR -GAP TO FS VERIFY MR -GAP TO FS VERIFY MR -GAP TO FS MR -GAP TO F'S • r — —---- -- _ — — — r 4 - 3 - 4• ; 4 - .., ...„.. . .. • _,.._. -- 0- -0- -.O..- 4 --. C 4 -5' - 4 - 4 1'* 4'_2" ITEM NO 2 7.1 10 24 25.1 26 27 29 31 35 35.1 37 39 40 41 44 45 'r' , t ,4 _gam _... S C H E D U L E • _ • o = EQUIPMENT CATEGORY BIN, ICE FILTER, WATER SINK, HANG TABLE, HOT FOOD ARE SUPRESSION MAKE UP MR SYSTEM OPEN BURNERS /REFRIGERATED RAIL. COMBO REFRIGERATOR. SHORTY SALAMANDER BROILER. GAS RANGE. HEAVY DUTY. MODULAR. GAS SALAMANDER BROILER. GAS REFRIGERATOR, SHORTY RANGE. HEAVY DUTY, MODULAR, GAS REFRIGERATOR. SHORTY FRYER. DEEP FAT. GAS UNDERBAR GLASS RACK UNDEFBAR COMB. ICE BIN UNDERBAR FILLERS & DRAINBOARDS UNDERBAR BLENDER STATION UNDERBAR GLASS RACK GLASSWASHER UNDERBAR SINK UNDERBAR FILLERS & DRAINBOARDS BACK BAR COOLER BACK BAR COOLER UNDERBAR BEVERAGE TOWER ESPRESSO EQUIPMENT FLOOR DRAIN FLOOR SINK FLOOR TROUGH 4" I � I r 9' • SODA LINES BELOW GRADE rvER/Y �.t !rI ''II" 07 4' -11" o• PLUMbIIIG PLWI U. 4' -2" C •- 3'-t -2 . t. ro ,a NNE I. 1.11 3/8 76 - Ell 1/2 E /2 /2 - A 1 -1/2 in - OM M 3/4 m � - --- - - -_- - - 3/4 - -- �— �-�� 1 / 2 ran 3/4 ---- IN -- ---- - 3/4 ©[i MIIMIIIIIIIM 1 -- -- _- 3 © 69.5 11113111111111111111 111111111111111 MI NI 1.25 180 al -- - - 3 / 4 MI 11111111111111111 1 - 1/2 D -- _ - - _ 1 -1/2 CI M - - -- = 1 -1/2 D — 3 / 8 ®r_' -® — 171/2 ® __ 3/8 - -1.1- - 171 ® MEI ®E�® ® 3/8 -- - D — 1 -1/2 - - - -_- - - 1 -1/2 ® MBE MIMMIM — 1/2 ® _ � _— __� -�- -EN © --- 3 / 4 - -- - - - -�® -- - - -- 0 El -- Ru__- 3 lin Ell MI MI T e Po 3'5• c 3 -4 4 0- CC j N Z u, z a 0z 0k4- zd 0 6 I 0(1) ji 1 0 1' -5` z ,.. „400 • --. -0 ■ - 3 - ` ` e . $ 8' , Q. - -4` PLUMBING REMARKS AIR -GAP TO FS .375 INLET & OUTLET (SAME HT.). _ VERIFY GAS DISCONNECT, MEC H TO SUPPLY - MR -GAP TO FS _ FACTORY INTERCONNECTED - REAR FEED. FRNT MANIFOW REMOTE REFRIGERATION FRONT MANIFOLD FACTORY INTERCONNECTED REMOTE REFRIGERATION FRONT MANIFOLD REMOTE REFRIGERATION REAR FEED. FRNT MANIFOLD AIR -GAP TO FS UNIT HAS 10- CIRCUIT BEVERAGE CIXD PLATE. M2 --GAP 70 ES 803 MR -GAP TO FS MR-GAP TO FS AIR-GAP TO FS SEE SPEC (MANY REQ'S DRAIN IS WET WASTE; DECK MTD. FAUCET MR -GAP TO FS 20'X 1/2" I.D. UNE DRAIN THROUGH ACCESS HOLE IN WALL. B12 AIR -GIP TO FS 8 BEER DRAIN CONNECTION EXITS BOTTOM REAR OF DRIP TRAY. B' 4 VERIFY, NR -GAP TO FS 915 FS NECK OF WASTE CUP ACCOMMODATES UP TO A 3' DM. PIPE FT n e 7 ITEM NO 909 810 91 1 FS 104 106 902 804 805 1 r""g • ri""i 9-EET • ME)( c -io2 - SC Dui...E5 a -!03 - L�G i.�• ca-:4- - l.* L • ti 4" w ) 4 PER.. 1.111 NL/L - L = 1r 01 - 1 . A I - 1 r c. -r V• vY�."; �I A L 1 - + .,> ~ `5e4 -' o C ✓ N... vGv • `3'C2 4t . AML. : 0 0 --HAND SWIG (29) —BULK CO2 (4S) rACK COOKLINE ELEVATION (A CONY. OVEN b BURNER ----- STEAM (21) OVEN (2b) KETTLE (25) n 0 • c c � ---- STOR4GE —UM (4'I 44TR (48) MECH STORAGE - �1CsR.'i. �4.+ ILA— BLNS :jb) C5 Csc � BAKERS CABLE -- POT FILLER (25.I) TILTING —WALL SKILLET PAD (24) (1102) (FT) WALL BACKING 51 ELF (42) EXHAUST k000 (30) - --D1514 TABLE (38) --COCK N HOLD (23) PISHWASH WTR r---- WALL BACKING C CE A 1"'t FREEZER EA PAN'S!' r -- l80 ) STRrPS iSi..nN7 WELL In) DIFFER 1 L LJ/ Ih \ WALL BACKING WOW. TABLE (22) DUCT HOOD (43) DISH WASI -IER (35) >r _ Q rt I=1 09 • DISH UP LINE — WALL BACKING WALL BACKING --- PRE SLANT RINSE RACK (40) (42) — 0151 TABLE II - - 1 (31) II i I I I I J I II D _D _a LC COOLER (8) TRANSPORT ../ h CARTS (32) LI r 1F'REF' SINK WALL 1r 1 r � o 1' _ _1 I 11 (9b) 0 0 DRA ER r— ILIr4lFZ" ER ! ;lb i i .' — UAL- BACKING EQUIPMUIT LLVATIO& P - 1 SPREADER SAUTE' SALAMANDER (91) (59) NK r 2 ) er(r1G SHORTY (98) PREP TABLE , (85) EXHAUST HOOD (54J) COOKLINE • T ii (FS) i IL - - - GRILL SALAMANDER 5140RTY (1000) (101) (102) BROILER (103) —140T FOOD MEP TABLE I TABLE (84) (83) Se4ORTY SPREADER (04) (105) i COW PREP LINE ESFESSO COUNTER FRYERS (101) EXHAUST 14000 (94) WALL PAD (I10J) IUr;RK TABLE 4, 01) CARYtiG RAND STAT10N 85) (82 ) ii P N :; 1t DOW . 6 Lc ' j) cr) a) (25 0 Q) o � c to 3 3 �- f-- I�rMarA�w 'I' Y . L . —' • FEE' 1 4 XI- �tlt 1Etil� _, SHEET INDEX Q -Qm! - KITC-EN NFC Q -10; - FLAN Q 5Q rDULE5 Q -'03 - ELECTRICAL ^- w�-- Z�s�i• — .'i .Y4TiO X15 ,sa 5 v — � tI /0102 - 0 cv > ( ate � z \C) ,, (I) , al X Q � N z @ a N..cl• O -d- LIQUOR SLAY MIXER (13) MI I ' . REAC4-I THRU (B13) I n Ra-LING rRacK (12) LI fit I I I _... . _ --, ,. ._ ... . .11 NE e ■ . i . , . • , , 0 • • • 1 i - •• • • Iii.l. II I .. ""‘ ' - - '' -• - • 1 , 1 . ■ , • ... - •...=-- .• - ■ 1 , I • , 4 '• ■ • 4 • • • , - -- - ' .., -.. .• .. ,. . • • • . • 1 • • • LIQUOR SLAY REAC4-I THRU (B13) BOOTLE COOLER (512) LicuoR DISPLAY .-' 0 ..- 0 `- _... . _ --, ,. ._ ... . O • L 1 38 1 F- BACK 13AK LINE Li tessowl..1 • • BAKERS TARE -4 LEGEND REACi- - ----- PIEFRiCIERATOR : COUKTER BAOrJNG • ESPRESSO GRINDER (1315) (1516) r E1 1 . 121 LC - rEE 2 ) ORDER WINDOW DETAIL BY ARCI-I. i! P05 (99) 1 (FS) (64 BEER TOILER (B14) [—CORNER r S'NK 6C ELEC PANEL C .••••••=1.7.- •••••••••••••■,,W110 DIE DRAIN WALL BOARD (800) (1303) RA°< (II) BACKNG.—WALL ZL- 1 GLASS 1-F_.i.F! I RACKS t E ' SERVICE COUNTER EQUIPMUIT ELEVAT10/11 JOCKEY DRAI OX BOARD (503) (B04) WALK-IN C O O L E R ( 1 ) BLENDER STATION (505) (FS) L- - - 0 PL ATE CHILLER (506) JIM DRAIN BOARD (800) DISF4 WASWER (505) DRAIN BOARD (808) FRONT 13AK LINE WALK-N FREEZER (6) rNALKIN & SMOKER ELEVATION HAND SW (510) 0 —PLATE 1—TRASI4—EiLENDER JOCKEY C14ILLER (01) STATION J (Box (806) (B05) (803) SMOKER DETAIL (10) MOTOR ACCESS BEVERAGE COUNTER (FS) L_ _ PO4•0 LOADING I DOORS ii I S r" r I I I LPCIER SOW I T 4& .PE cimAsE oJ WALL BACKING PAT COOLER (Is) —11v TABLE (I!) VS • SHELF — (18) es.ta N 50X -SONG • 1■41.1. BACKAG i CARBONATOR ; RACK ;14) I 28; 11 - v . I • I .11 I - -^* •1 ..: • • - • • -.1c; seET • INDEX EOE . Crr FEP 4 ■IL Q-� i KITCI-Els1 rNFO Q-;0: KITC«-iEN PLAN 50-+EDULES Q-;c3 - ELECTRICAL C.-:04 - FDLLVEING ELEvATioNs - a.-504 9asso 0 f . rf C ft 11 Z IL01/02 14r e - I I r C G t S - N - , ,A • S T'_M IN I iCIC_ILS # trE BL ILT IN Ai-C(OF' , LAP �f — r , I � " ODS T F „ A H W! H r,A S _ r � �. �t l._,`'1 l rte. � +_ ,� F �.:� ti�'� ^ '� ! ti;c' 1; 1r `itl.. UV. UN ^'�"Cw�'.i It F'r � C.�'�1PA , '+�I._ ,� r T � HOOD r' LU 1 \'r `! -Ii v Iry �I IJ T ? HDIN CURRENT EDITIOrsiS OF AN' I TI.:2M ITEM ITEM • , 4 1, 1 UD — r` - -�� 1 i 0./'4 l .:DEL DD--E F_ r` 1‘.175/4 .� . 4 H , ��, � . _ ti.' L '- F-- C ," 4 L. ExhA,IST DUCT CDLL AI C/W 1" PERIMETER F_AN..L AND APRAN,-EMENT "D" FIRE DAMPER -�- , SUPP'_Y DUCT COLLA.c - .A _,EFT ROD BY INSTALLERS REMOVABLE GREASE INSERT VARIFLOW' BAFFLE 3" AIR SFAL E S/S GR ASE CUB 1" FOAM INSULATION PLEA •LIM • - S /S PERFCR A r`-D DISCHARGE PANEL`_ 0 _, -..-,.. a c _. r - r ' • ANTE W TH UNDERWRITER` r EIRE DAMPERS", UL FILE OF CANADA LISTiNf, . ULC FILE N; .CF 907; AND - AL +`.DDE. E rY Ti Ord \/I E i'r 1 `c nC) 1 .. — ►.s. IPI O�srii r.Iliiirirr..i.Irr.�.rrir iriirr►ir�.�ir�►.riii.Prsi ArAPIA fir AMP rrAti 'S- _ 55. 1 2 00" '\ ' a• N - -HAM;F R 00C N: ' \ PRE ukiLLED .CkE\ 1 4177/32 75 .. i 10P or 00 . r 1 .00 TYPICAL HANGER ROD BRACKET ISOMETRIC �✓ u Ii I 1 3.00 23 00 78 00 VAI':FLOW BA f. A.NGE MENT . .. C- _ ^: A = . is z=.7. .*.t.: : Sy: t - .a: , .AVM 1 • 2■ 50 L..�v ✓ I - LIGHT 2 - MEDIUM /LIGHT 3 - MEDIUM 4 - HEAVY • 5 - VERY HEAVY • 3" AIR SPACE TO WALL MOUNTED LIGHT SWITCH BY ELECTRICAL TYPICAL HANGER BRACKET LOCATION EXHAUST DUCT COLLAR C/W 1" PERIMETER FLANGE AND ARRANGEMENT "D" FIRE DAMPER 10.0•' x 14.0" 1550 CFM 0 1.5" W.C. SUPPLY DUCT COLLARS 2 © 10.0 x 10.0" 618 CFM EACH 0 0- 20" W.0 37. i PLAN VIEW 77.00 10.00 (0 L ) ULC't VARIFL OW BAFFLE ARRANGEMENT 1 2 rh 2 f_f_i 2 fd 168 00 14.00 74.00 TEM 30 PLAN VIEW NPFA -90 -3 2 CLEARANCE NOTE HOODS GREASE EXTRACTORS AND DUCTS SHALL NAVE A CLEARANCE OF AT LEAS , - 18 In (457 mm', TO COMBUSTIBLE MATERIAL - 3 in (76 mm) TO LIMITED - COMBUSTIBLE MATERIAL - 0 in (0 mm) TO NON - COMBUSTIBLE MATERIAL A'_L WALLS SHOWN ARE ASSUMED NON- CO0ABLISTIBLE At, CHEMICAL FIRE SUPPRESSION NOTE: THE L'INTRACTOR INSTALLING THE EXHA.LiST DUCT MUST 'TALL AN NAPA --96 RATED ACCESS DOOR \ . ABOVE The HOOD EXHAUST DUCT COL_AR FOR _ ACCESS TO HE WET CHEMICAL NOZZLE PROTEC TC'P pF THE ExHAUS, DUCTWORK AFTER THE HOOD HDOG ExHAU .T DUCT P Y OTHERS WET CHFM +CAL NOZZLE ACCESS DOOR 77.00 10.00 37.00 c ••• 01/-43 1 - LIGHT 2 - MEDIUM /LIGHT 3 - MEDIUM 4 - HEAVY 5 - VERY HEAVY 3.00 54 00 12.r 0 IfIJTALL IIOTL: HOODS INSTALLED E3Y FOOD SERVICE CONTRACTOR PUCT WORK DY G.C. • r•-•1 5.€ET• (ID • INDEX RE CT` ~ *CVO A FEB (4 0i? r• 41111111111111111•111110011N Q -10: - < O -E i FLAN Q -102 - SCHEDULES Q -1'3 - ELECT!@!C.4:.. - QL "tics a -20: - E r .4 i iL • s. r.r ` , A.f • /yam - ;, CD ✓ I .A¢ CGS -50. ,D `!NG MOM NEVIN SET RINNIED X4∎4444 M1sl>l s Sod* Shea ""'t F IMO • I. 12 x'13 02 • r=si . ---"" f ---- ,E I I r C G t S - N - , ,A • S T'_M IN I iCIC_ILS # trE BL ILT IN Ai-C(OF' , LAP �f — r , I � " ODS T F „ A H W! H r,A S _ r � �. �t l._,`'1 l rte. � +_ ,� F �.:� ti�'� ^ '� ! ti;c' 1; 1r `itl.. UV. UN ^'�"Cw�'.i It F'r � C.�'�1PA , '+�I._ ,� r T � HOOD r' LU 1 \'r `! -Ii v Iry �I IJ T ? HDIN CURRENT EDITIOrsiS OF AN' I TI.:2M ITEM ITEM • , 4 1, 1 UD — r` - -�� 1 i 0./'4 l .:DEL DD--E F_ r` 1‘.175/4 .� . 4 H , ��, � . _ ti.' L '- F-- C ," 4 L. ExhA,IST DUCT CDLL AI C/W 1" PERIMETER F_AN..L AND APRAN,-EMENT "D" FIRE DAMPER -�- , SUPP'_Y DUCT COLLA.c - .A _,EFT ROD BY INSTALLERS REMOVABLE GREASE INSERT VARIFLOW' BAFFLE 3" AIR SFAL E S/S GR ASE CUB 1" FOAM INSULATION PLEA •LIM • - S /S PERFCR A r`-D DISCHARGE PANEL`_ 0 _, -..-,.. a c _. r - r ' • ANTE W TH UNDERWRITER` r EIRE DAMPERS", UL FILE OF CANADA LISTiNf, . ULC FILE N; .CF 907; AND - AL +`.DDE. E rY Ti Ord \/I E i'r 1 `c nC) 1 .. — ►.s. IPI O�srii r.Iliiirirr..i.Irr.�.rrir iriirr►ir�.�ir�►.riii.Prsi ArAPIA fir AMP rrAti 'S- _ 55. 1 2 00" '\ ' a• N - -HAM;F R 00C N: ' \ PRE ukiLLED .CkE\ 1 4177/32 75 .. i 10P or 00 . r 1 .00 TYPICAL HANGER ROD BRACKET ISOMETRIC �✓ u Ii I 1 3.00 23 00 78 00 VAI':FLOW BA f. A.NGE MENT . .. C- _ ^: A = . is z=.7. .*.t.: : Sy: t - .a: , .AVM 1 • 2■ 50 L..�v ✓ I - LIGHT 2 - MEDIUM /LIGHT 3 - MEDIUM 4 - HEAVY • 5 - VERY HEAVY • 3" AIR SPACE TO WALL MOUNTED LIGHT SWITCH BY ELECTRICAL TYPICAL HANGER BRACKET LOCATION EXHAUST DUCT COLLAR C/W 1" PERIMETER FLANGE AND ARRANGEMENT "D" FIRE DAMPER 10.0•' x 14.0" 1550 CFM 0 1.5" W.C. SUPPLY DUCT COLLARS 2 © 10.0 x 10.0" 618 CFM EACH 0 0- 20" W.0 37. i PLAN VIEW 77.00 10.00 (0 L ) ULC't VARIFL OW BAFFLE ARRANGEMENT 1 2 rh 2 f_f_i 2 fd 168 00 14.00 74.00 TEM 30 PLAN VIEW NPFA -90 -3 2 CLEARANCE NOTE HOODS GREASE EXTRACTORS AND DUCTS SHALL NAVE A CLEARANCE OF AT LEAS , - 18 In (457 mm', TO COMBUSTIBLE MATERIAL - 3 in (76 mm) TO LIMITED - COMBUSTIBLE MATERIAL - 0 in (0 mm) TO NON - COMBUSTIBLE MATERIAL A'_L WALLS SHOWN ARE ASSUMED NON- CO0ABLISTIBLE At, CHEMICAL FIRE SUPPRESSION NOTE: THE L'INTRACTOR INSTALLING THE EXHA.LiST DUCT MUST 'TALL AN NAPA --96 RATED ACCESS DOOR \ . ABOVE The HOOD EXHAUST DUCT COL_AR FOR _ ACCESS TO HE WET CHEMICAL NOZZLE PROTEC TC'P pF THE ExHAUS, DUCTWORK AFTER THE HOOD HDOG ExHAU .T DUCT P Y OTHERS WET CHFM +CAL NOZZLE ACCESS DOOR 77.00 10.00 37.00 c ••• 01/-43 1 - LIGHT 2 - MEDIUM /LIGHT 3 - MEDIUM 4 - HEAVY 5 - VERY HEAVY 3.00 54 00 12.r 0 IfIJTALL IIOTL: HOODS INSTALLED E3Y FOOD SERVICE CONTRACTOR PUCT WORK DY G.C. • r•-•1 5.€ET• (ID • INDEX RE CT` ~ *CVO A FEB (4 0i? r• 41111111111111111•111110011N Q -10: - < O -E i FLAN Q -102 - SCHEDULES Q -1'3 - ELECT!@!C.4:.. - QL "tics a -20: - E r .4 i iL • s. r.r ` , A.f • /yam - ;, CD ✓ I .A¢ CGS -50. ,D `!NG MOM NEVIN SET RINNIED X4∎4444 M1sl>l s Sod* Shea ""'t F IMO • I. 12 x'13 02 • r=si I TEM OTY VOLUME CFM TOTAL STATI C in. W.C. REV RPM SONE HP ELECTRICAL FLA 30.1 1 3550 2.0 2 1490 21 1 2.0 . , b.1 FLA ITEM QTY VOLUME CFM TOTAL STATIC in. W.C. ' REV RPM SONE HP ELECTRICAL FLA 95.1 ONE 4350 2.0 1095 20.7 3.0 3/60/208V 9.1 FLA MODEL ACCESSORIES B C D DISCONNECT YES MOTOR STARTER YES ROOF CURB YEST HINGE KIT YEc 31.88 39.75 28.63 28.25 -I i MODEL A Sc . B C D E F Dig. J K L PNu185rRG 28.00 31.88 39.75 28.63 28.25 39.00 35.00 27.00 22.25 MODEL A Sq. B C D ' E F Dia. J K L PNU245RG 34 00 39.25 44.75 30.50 31.63 44.00 41.00 33.00 28.25 ITEM , 7 p AC:I SS 2CC5 ,;. • 4 , FAN PLiL L A. HC 96r, UL GREASE CON T PUCT!6N, LL LTED DA 7. .A 1%C.HE PERMETER OOF CURB DIMENSIONAL DATA IN INCHES REF OPENING K X K" N's'Cr C._ , MCTC ' 'HfIDPEL LOO TEL E.-L2C C 4- ;VI C.2". - _ _ H D 24 00 UP JJ r 8-CO I ' I L A Sq. L F Dia. (17_5 „ ACCESSORIES DISCONNECT :YES" MOTOR STARTER IYES1 ROOF CURB VEST HINGE KIT iYES T cuPp FAN M IS NOT MaiNTE ON THE THI AN MOTOR L4 PM FOR cH:PMENT THE 'qUPPL`f SHIPPED SEPARATE BC LOCATED IN - THE SFA FAN SECT!ON. .NSTALHN; •':C)NTFACTOR MJS INSTALL SJPI mc,ToR ms PLATcORM BEFORE OPL V K Sq. L Sq J Sq. 15: A Li ; I I 42 CC FLASHING v- BY ETHERS I INSULATED INSERT •It E. DATA: MODEL NO.: t 3. DESIGN: I 5. SUPLY VOLUME 7 23 OEM STAT,C. P55 I C T7 3 w SUc-P-Y FAN: 8. i FA% rr)TOR: OPEN DRIP PROOF. 5.0 HP -3760/208v 9• 1 SUPPLY FAN RPM: 744 ;:=LFATcD F:LT ; 4 4 x 24 24 GAS HEATF_"R MODEL NUMBER .jTPT RA.TING: F.F -1 FOR ITEM .50 AN',) THESE ARE TYPICAL DRAWINGS FOR DIMENSIONAL PURPOSES ONLY AND ARE CORRECT VA Th." LIMITS . NOR4.4AL INSTALLATION REQUIREMENTS THEY DO NOT NECESSARILY SHOW ACTUAL C.ONSTRuOTION_ WARNING : DO NO' uSE !IN HAZARDOUS ENv1ROMENTS WERE FAN'S ELECTRICAL SYSTEM COULD PROVIDE IGNITION TO COMBUSTIBLE OR FLAMMABLE MATERIAL. UNLESS UNiT IS SPECIFiCALLy BUILT OR ENVROmENTS. CAUTION GUARDS MuST BE INSTALLED, WHEN FAN IS WITHIN REACH OF PERSONNEL OR W SEVEN y! FEET (2134 mm O OF . LEVEL OR WHEN DEEMED ADVISABLE FOR SAFETY A E;-"FiC'ENT NjT RATiNG: 40 NLET FIPE • 7 /4 FUEL I NA'LRA. 4 t S • E 430 N ,f.;DPRZ yr2-As. :A_ kADJLATNC, - 4! AM BE7. 7 S 7A - • N. 4. VW R 2-- - - • • - AMP7 LtJJ V L:7 •V_ _ • • T _ • - z 7 - ... SFA18-I000 1 250 LBS OUTDOOR HOPIZONTA._ S-EFPER MOUNTED 4 DEL H! 818 HFC,40CRF : 300,000 E IL: • _ r v'.7 .7 - _ - L • ..p.A.4_44. &•••(-1" u - B-EE S. S 1.,40ENCE.2 cE& 3 - - et WJSC SE° Z.-LAP A-. '1 C1311111.i "Elf 'OEN 10,X9. -1413E.* '....4r 11.1./..a/ :ALARM/a . .:0 1 1/64.."S 13C -- 21/ 1 .1( r - • See tarE LOOL; - ."•••. 7 m VIICS 9. A•C•4 C.5 so -V 2 "go; a %s a a "r 7 n 31 • ICC 0 : 3. AO-744f. A a AL 3 AAA sakas MS( ..1.4 '�" -t ihrir -r _110Pai a 4.-7•4 S SS VII_ ejo ella s pit - 5 isurrecii 81...1106112r 1:L. ,44,4 S 5 •N+ MP -•••• SS,' :INE POD JR. - 'l - oiNell E 81.-11404 BC SAIIE1 t AS .K 15. ;AS XIIVOOLS 2Cv - ,11C *1st* 9.,Poi. • AK 0,0 Jam Q3PCIRCL 94- 7 WA" SILMIEI; ,osuoro . j s_ 4 mILC " CINCI•3% 4 1.A "%Pik 1. SAFT. ilIDILOIC API' ■NP41. 7 POIPSIDAME. - 011b; r.:$ •4 „Pi 41113.4)ES WINE IftlEmbr. $ od/ESSONE )111K.1...)01EZ glorib.ra. cI* ZAINKVS E IOC ImE WIENIAL STA VC Arr.ZS. +AI 4111■■ 4 111EStratiga lEwlEwww. IC nil ANC XimilEClows 1114 jot 3 r •41.›.E4 EU • rt.lors "ta•E MP_ - SI COMMERCIAL KITCHEN EXHAUST FAN BUILD IN ACCORDANCE WITH THE NFPA-96, UL GREASE CONSTRUCTION, UL LISTED EXHAUST FAN DIMENSIONAL DATA IN INCHES 4 C E PERIMETER ROOF CURB DIMENSIONAL DATA IN INCHES ROOF OPENING K' X K' 24.00 K Sq. 0 A $. • L Sq. - J Sq. INSULATED INSER T FLASHING BY OTHERS NOTES: MOTOR STARTER SHIPPED LOOSE TELE LE1D-123A62G C/Vsi LRDI 4 EF-2 FOR ITEM 94.1 THESE ARE TYPICAL DRAWINGS FOR DIMENSIONAL PURPOSES CNLY AND APE CORRECT #T-1N LIMITS FOR NORMAL INSTALLATION REQUIREMENTS. it-4E•r DO NOT NECESSARILY c ACTUAL CONS WARNING! DO NOT USE IN HAZARDOUS ENVIROMENTS WHERE : AN'S ELE7TRICAL SYSTEM COULD PROVIDE IGNTION TO COMBUSTIBLE OR FLAMMABLE MATERIAL. UNLESS . ._!1•4IT is SPECIFICALLY BUILT FOP ENVIROmENTS. CAUTION! GUARDS MUST BE INSTALLED WEN FAN IS WTHIN REACH OF PERSONNEL OR *CHIN SEVEN (7) FEET (2 mm) OF WORKING LEVEL OR WHEN DEEMED ADVISABLE FOP SAFETY 03 4-P 0 41-/2•-• • V CX 6," iC 4- '74 1 • - can s'• • • q3 FE3 () 4 51-1MT 1 FLA\ "-10: - 5C1-1EIDLI' c5 C-103 - ELECTIRra,41... a-:04 pus-157.siG ELEv4.7oNe -LL.EV4TON5 1-cor) C-504 41001.) DRAWING5 Sc a* NOT TC 0:41..E 12/13/02 speet • 0111Mdi IllEr MED -•••■••••-■•••• • CONTPD. SCHD: A TILT ( F.ArL1 FOP SFA SUnDL Ur \;'T t, SMARTER, ArN'T., FH,rtiNE'R' CONTROL CUP(TUIT AND UL C; RPE)11 REM - .)TF_ CONTROL LiNT Vi SUMMER /WINTER SWITCH ;AM E.ECTF 4 WIF!NC R GENF; A - F.V.7 7, L:* L ELL IT TR- Y r MHANA. CONTPACTOP • • Fk. OM OIRJiT RPL.)11 C)NTf LLEP TERM NA . 9. 12 & 4 2C\11 /60 - 3 AMPS FROM 0:Roun Rppli CONTROLLER TERMINAL 9 & 4, 1 20 V / /60 - 2 AMPS POWER WIRING TC SRA SUPPLY MOTOR STARTER BY GENERAL CONTACTOR'S E 208V/j3/60 - 14.0 FLA L RPD11 FFMT)IF PANF'.._ FOR PfT.,. CSA CEPIIF: ED c. E...PP • , - I I - .7._. • FF 1 -P7`,1: ExHAL:57 FAN FAN PF ‘^, W. • 0 0 a _ Ev F a *f.: 8411 1 1/4 4 , 4 Tfl N FROM 2 TO 12 iRL, 9 TO 9 FROM 8 TO 8 FROM 4 TO 3 FROm 9 TO A. SFA SUPPLY UNIT MOTOR STARTER SUPPLIED BY SPRING AIR SYSTEMS LOCATED IN KITCHEN AREA INSTA_LED THE GENERAL CONTRACTOR 98 0 96 0/R ft 97 Rotate tf OCCPE rector the C.C.:COF c.lr.s,)' The eimo„„;5! #ar � ttr ;_ve T• G. afte 3 oee vrei.e the fresr •ar Jor Tn gcs f,ed rec•_er s rete'Ode ; the erd of the tr.e sw.tch t:• S c to t.e.cte De on.: c St- •:* IO!fl secsz,, hC-OC '•re. c. Ore- • t-e e-c. re a q •-• 7.1 t s;_ s s•-•...• 0* I E. ;A\ to _ V-" 0.+AP • :4== ;az j 7 _ VSK •■• jp• - • I. • aare" • T. . 1 11..••••-■••• ry - lt A $ . :'• :1).. "a" - ze- • - IGNITION CONTROL ROBERTSHOW SP 845NL ac • = P't Mr= < r r „kr- a of ae az. _a. • ,r :110 - 4 .e.r - ' 11 II •41. isr= "! 0. -• ii BELIMO MODEL LF120-F MOTORIZED INLET DAMPER MOTOR WITH END SWITCH SENSE OND V/MV TH Pv MV DISCONNECT SWITCH EEMAC3R ENCLOSURE 111111011110 MIND SFA-GO UNIT CONTROL BL GY „........,---- --..............„...., / 7--- .1.._,EL. P.,zD'' 7/ 7--- ( occ„:ED,,,JNGccup:E: (\o: cummE M A IGNITOR PILOT OPERATOR MAIN OPERATOR MODULATION OPERATOR LIMIT CONTROL OTO e a CONTROL WIRING SCHEMATIC FOR EXHAUST FAN MOTOR STARTERS AND UL CERTIFIED RPD11 REMOTE CONTROL UNIT FROM CIRCUIT RPDII CONTROLLER TERMINAL 13 Sc 4. 120v , 1 /63 - 3 AMPS FROM 4 TO 3 A - L _ FROM 13 TO Al POWER WIRING TO EXHAUST FAN MOTOR STARTER BY GENERAL CONTACTOR'S ELECTRICIAN. 208V/3/60 - 6.1 FLA A FROM CIRCUIT RPD11 CONTROLLER TERMINAL 13 & 4, 120V/1/60 - 3 AMPS POWER WIRING TO EXHAUST FAN MOTOR STARTER BY GENERAL CONTACTOR'S ELECTRICIAN. 208V/3/60 - 9.1 FLA A POWER WIRING BY GENERAL CONTRACTOR A CONTROL WIRING BY MECHANICAL CONTACTOR A FROM 4 TO 3 FROM 13 TO Al A 98 98 0 96 0 /R 0 R 97 EXHAUST FAN MOTOR STARTER SUPPLIED BY SPRING AIR SYSTEMS LOCATED IN KITCHEN AREA INSTALLED BY THE GENERAL CONTRACTOR 97 0 95 EXHAUST FAN MOTOR STARTER SUPPLIED BY SPRING AIR SYSTEMS LOCATED IN KITCHEN AREA INSTALLED BY THE GENERAL CONTRACTOR EXHAUST FAN EXAUST FAN DISCONNECT SWITCH EXHAUST FAN EXHAUST FAN DISCONNECT SWITCH EXHAUST MOTOR r7e0 oi\t2. Iso xHAUS1 1 \ MOTOR ft • 54-EET • HDEX t13 R =EC'S Fro 0 4 Q- - PLAN - - 50-4EDLLE5 - ELECTRICAL Q-104 - FLUME3ING Q-20 - ELE‘,./ATION5 G-202 - EL E v41.7 Q-5C' --4007- 4%415 s-se !NCI TC SCALE sriee C.) t2 13 . WNW :-.--... • • 1 m CA-Jr ► FIRE SUPfPE c ION S CHE; 1 n -•-� -^r r . r Er) I F 95 A : r�7 W z 0 SEAL OSA' 4Efrit 7 201/2N iflri 290 36" 2FL SALAMANDER 423372 42 .72 16" 16" (GAS — – (GAS FRYER) FRYER) h . : II l T 'y L~ u I , I • 45" is A • I- is Hil)0D ITEM 94 F FT H (DD M DD ` NO. - 7),./4.5 4 _.r; 17371 60" (RANGE) 4 W 2 L a 4 1 SEAL QSA9 36" (GRIDDLE) 1' It i FIELD PIPING QUICK SEAL 77285 36` ( GRIDDLE) • 4,15 � 6 5 _ 2 4: II • +r ' may_ Cw - x•. IN 1FL 36" (CHARBROILER) ✓l ICI~ SE A E 2" . /./ 7 / 7 . IN 1N 24 " 1FL ► 11EL 36" (CI-IARBROILER) 22' HOOD ITEM Nvi). 94R HOOD MODES NC. DD— B-- -F —Mr' 14.:V4.5 Q LU I f6 1 z , 2 w 2FL r 230 2 �+ 29 " 2FL -- 16..2FL 14" hoof SEAL QSA' 3 QUICK SEAL OSA' CORNER PULLEY IN 423251 1FL j Lz . IG._ vA .� / GAS VALVE REGULATED RELEASE 3.0 GAL FLOW PONTS:11 P/N 430299 M/S (PDT: 423879 ANSULEX : 79372 11--1f1 N X t6-1/2 U 17 -1/2 z i,Al ; . /♦II 1 3::259 M EP' 41:3e7.:. visit ',9:,2 • CO2 CARTRI(t: 101-20 423441) CO2 CARTRIDGE: 101 -30 423443) 2 HOSE GR0111MET KITS (PT/ 418511) l�.. C1TSzrt. • ._ M i • REGULATED ACTUATOR 3.0 GAL P N 4303Q l t DPOT: 389 0 23-1 I$I*- 1f2 -1/20 SNGLE TANK ENCLOSURE 3.0 GAL FLOW POINTS 11 P/4 430317 Ii/S (POT: 423879 SULEX : 7937279372 23- If2NX911X1 -I/2D PEv E r /1. 4 .53!. CV W 0 REMOTE PULL P/N 4835 17034• 042-- 2 WET CHEMICAL FIRE SUPPRESSION NOTE CONTRACTOR INSTALLING EX MUST THE INSTALL AN NFPA -96 RATED THE ACCESS HAUST DOOR DUCT ABOVE THE HOOD EXHAUST DUCT COLLAR FOR ACCESS TO THE WE CHEMICAL NOZZLE PRCTECTING`-_ THE EXHAUST DUCTWORK AFTER THE HOOC 4 EXHAUST DuCT ---t BY TH E RS gIET CHEM1uAL NOZZLE 'HE REMOTE PULL STATION SHOULD 2E • . TOP OF klICUNTED AT A POINT OF EGRESS AND HCQC POSTIONED AT A HEIGHT DETERMINED aY THE ALTr:OR!T,lE'L HAVING .�UR'S,r.ICT'ON 3 THE FrRE SUPPRESSION SYSTEM IS Tr' BE ANSTALLED, INSPECTED AND MAIN'AINE2 IN ACCORDANT,. TO NFPAI 7A ANC NO 3 496 ACCESS DOOR 4 THE APPLIANCES NOZZLES AND FUSIBLE _INK UDCATlON ARE BASED ON THE APPLIANCE LAYOUT INFORMATION MADE AVAILABLE TO SPRING AIR SYSTEM ,NC THE APPLIANCES � E. ANC L Y _ " a ^ _ II. Z 3E E''E+CD _? ."PE 4�D7!' + +N' 2.AAIN�, 5 THE MECHANICAL GAS VALVE S DESIGNED TO SHUTOFF THE FLOW OF GAS TO THE APPLIANCES APON ACTuATION OF THE REGULATED RELEASE ASSEMBLY• THE GAS vALVL IS SUPPLIED B SPRING AIR SYSTEM :NC AND INSTALLED IN THE APPLIANCE GAS LINE BY THE MECHANICAL CON"RACTOR THE GAS VALVE MUST BE INSTALLED HORIZONTAL AND MUST NOT BE LOCATED UNDER THE HOOD LEGEND 1/16 SAS CABLE 3/8' NPT FACTORY PIPE 3/8• NPT MELD PIPE TERMINAL DETECTOR, P/N 417368 I1 SERIES DETECTOR, P/N 417389 OIL) (Lill() 4"0- i • a -ic. - - - - - K:TC a-12"2 '6C4-4EDLLES M FEB 04 T,- P+Ertfia Se* Daft ' 11 API •: e some ! 0 ,07, = 4-; ift • r ki AP "- . : )7_ 7) • • • :L S - : : * ' - c 7: " •:0 . ;A: :9 i t *A• :C I 35' • *4, :-.-Il-- • - _ v_ L - 447* -?.>: 4.41 r 3 C 7 141 F . :r9 J 7arda - €6 sp•• - . t SIST(De .2 • ;■•5.- - a& • . ;AO •7 - ^4 , C‘k: - 46 �' • CIPC4714. _ ASSE111,41. . 7 aft k ••- 1 1 PLUMBING FIXTURES SHALL BE DESIGNED OR EQUIPPED TO MEET FOLLOW , 1G WATER USE EFFICIENCY STANDARDS: A. WATER CLOSETS (TANK STYLE OR FLUSH VALVE). 1.6 GPF UR:NALS. B. 1.0 GPF LAVATORY & KITCHEN FAUCETS. 2.5 GPM SK AND LA\/ATORY DRAINS SHALL BE CHROME PLATED 17 GA. BRASS TUB!NC BY ENG'INEERED BRASS DEARBORN OR .3RASSCRAFT. PROVIDE INSULATED P-TR.AP & SUPPLY COVERS (TRUEBRO CR EQUAL) AT ALL Fx1P0' P-TRAPS & SUPPLES PER A.D.A. STANDARDS. • REFER T ARCHITECTURAL DRAWINGS FOR ACTUAL LOCATON AND EEVATION OF FIXTURES. 3. NSTALL W, HAMMER ARRESTORS ON HOT & COLD WATER PIPING CF EACH FATURE GROUP & AT ALL FIXTURES W/OUICK ACTING VALVES. UNITS SHALL BE EQUAL TO ZURN "SHOKTROLL". SELECT UNIT SIZE & LOCATION PER MANUFACTURERS RECOMMENDATIONS & IN ACCORD WITH PDI STANDARD WH-201. PROVIDE ACCESS PANELS AT ARRESTORS ABOVE GWB CEILINGS. ALL ACCESS PANELS & DOORS SHALL BE ELMDOR FAB_ STEEL SLK SERIES OR EQUAL W/14 GA. DOOR & FRAME_ ;=- PO's/IDE .N/CYLIND,ER LOCK. CONTINUOUS PIANO HINGE & PRIME COATED READY FOR PAINTING. 4 . COLD WATER & HOT WATER PIPING SHALL BE INSULATED & ROUTED FULL SI WTH APPROPRIATE SIZE REDUCTION INSULATED & AT POINT 7 C) FIYTL:PF. 2" WATER LINE LIMITED TO 13 D!STANCE FROM FixTL;P.E.. "E.EAD-LEOS" OR "FUTL RE STUBS ON ACTIVE POTABLE WATER LINES SHALL BE LIMITED TO 4 TO PREVENT STAGNANT WA CGNDITiONS. 5. INSTALL WATER PIPING ON V.ARM S.DE OF BU1LD'NC.; INSULATION. SEE SPEC. 7 CR fNSULATION SYSTEMS_ SEE DWGS. FOR ELEC. HEAT TRACE FECHPEMENTS. SEE FLuMB'NG DETAILS FOR PIPE HANGER ST CEE SPEC FOR HANGER SPACING. Z 46 .....-■•••••■••■■- 4 f ' I " • • 12 - • • 4 T. 4 4, 4, :* / • ; GENERAL PLUMBING NOTES: 1. ' , • SY ABBRV 3 a -■...-■•■■■•••■•■■•■ , :a - ' ' it J ' .1 o.4.4.z1.( A-0- :A= A 4 f. : 4 3 . • CW HW I V S 4 :5 C : 1 4 5 - 7 C 4 : 1 4. 1 "I - 3 - aralr- 4 •:* AO' - ;4 "IC ="i PLUMBING SYMBOLS LEGEND DESCRIPTION muty.Bc.; couiPmENT DETAIL. t\IL, L-3FR SH T. WHERE DETA;L IS DRAWN 'KITCHEN EIOLIPMENI COLD WATER HOT WATER HOT WATER CIRCULATING WASTE (BURIED) WASTE (ABOVE GRADE) VENT FIRE SERvICE GAS PIPING CONDENSATE GATE VALVE Tr-EN L,PEASE ›'•-• -L.- 2.4. DIP hi -2.• :A44 - •"•.S.71; 'at. .39 , 4 , a ' 5 2- C •:6 31 a.". A. : 14 - 7'3 ri-:: , - 4.4 ‚ S ••••--•■•• --- 4 NOFZ10 44 - :4P - 2 FS 1 I ...! _ 56 . 4 - - _ i l - I s9 ..3 i I sc _ LSI R E3\( • •„ N0 4-4\4 S f ■ 4 31 -4 44F :AP - ■7 1 . ITEM NO ,2" FL CA7-131IFy e 904 •C: ° 2 40." 4. . - i t 9 52 199 • :5,404444NOL ;AS • )0 ": r aw - 4E -.EAv'• 2,4„; ; • • r0:-... - 7).5 • , :ONTO :NU= r :,•45 lee 2 • ..-44Cta9a, at; 3 %. : ,P4C came EN O I .904 . 6 105 _*9015 '909 :e -3 • S i( .-^49110 : F 6. WHEN CONNECTING TO EXISTING BURIED WASTE PIPING VERIFY PROPER FLOW CONDITIONS BEFORE COVERING. BURIED WASTE & VENT PIPING SHALL BE MIN 2" DIA & SLOPED 1/4"/FT. UNLESS OTHERWISE NOTED. PVC OR ABS PIPING SHALL BE USED ONLY AFTER APPROVAL OF ADMINISTRATIVE AUTHORITY, ALSO SEE SPECIFICATIONS. 7 PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS EXCEPT IN SHOWER STALLS OR OTHERWISE NOTED ON DWGS. CONTRACTOR SHALL INSTALL ACCESS PANELS AT PRIMERS ARE CONCEALED IN WALLS. 8. COORDINATE VENT THROUGH ROOF (VTR) LOCATIONS WITH HVAC UNITS. MAINTAIN MIN. 10 CLEARANCE. OFFSET VTR AS NECESSARY. COORDINATE PIPE ROUTING W/HVAC & SPRINKLER CONTRACTOR. 9 INSTALL WATER HEATERS IN ACCORD WITH MANUFACTURER'S RECOMMENDATIONS & SET OUTPUT TEMPERATURE TO 115 DEG. F. UNLESS OTHERWISE NOTED. CONTRACTOR SHALL INSURE GAS VENT FLUES & COMBUSTION AIR DUCTS ARE WITHIN MFGR'S LENGTH RECOMMENDATIONS. FOR ELEC. WATER HEATERS SET ON CONCRETE FLOORS. PROVIDE R- INSUL. PAD. 10. SITE WATER PRESSURE IS 100+ PSIG PER TUKWILA WATER DEPT. 11. RISER DIAGRAMS & PLANS DO NOT SHOW SOME PIPING OFFSETS REQUIRED FOR STRUCTURAL CLEARANCES. EXACT ROUTING MAY VARY FROM THAT INDICATED. 12. ROUTE CONDENSATE & INDIRECT WASTE LINES AS NOTED ON CONNECTION SCHEDULE BELOW. 1a4. AR SYSTEM COLIK , Oa. WOOLP-AR - 4 1 S SA.-aatad`CEP ,NCE - SAR & :44.1480:4. 5 .PICE"a541? X ' ' 1-'40E4SO Sao re*: T , 130Q‘ 5: ZOO-Ev g ar 3 • ?SON Bea .7.001 -.:•04 's e r - 5 • I EISPRESS lEaloPtiCar come " LpiCa.7o9a1P ek -1 3 1 111t* or • .- soot a"*"12 ' 4 00a .1 001-0 4 SYMBOL ABBR \' DESCRIPTION 4 4 _411 TP (22( 2 t e • " 1...a0Cf.&84/t cts..L.P'S & 34001106k4R25 4 3, 3. TP CW FCC wCO GC° AFF NTS VTR AP PR K.E.C. P_ OS C. SS 1)0 4•P 04-9 L40 x 1 L. I Ct. • z ....- 0 o _..o...1 c o L.,.., ”- ,..., C a.i. , 0C,, i 7:17r: 7 2. - (..." < Ida-1 76 I 4 . ' , 2 , *- 1 2 1 , 26 I- 3,15 - 29 I .8 3 1! - 5 . 3 5 - - 5 • 10 • 4 1 I. 34 BALL VALVE OR GAS COG K CHECK VALVE UNION TRAP PRIMER LINE CREASE LADEN WASTE FLOOR CLEANOUT WALL CLEANOUT GRADE CLEANOUT ABOVE F 'NISHED FLOOR NOT TO SCALE VENT THROUGH ROOF ACCESS PANEL PLUNABING RISER KITCHEN EQUIP. CONTRACTOR POINT OF CONNECTION '0 EXISTING STAINLESS STEEL INDICATES FLAG NOTE NUMBER INDICATES 2 PIPE SIZE INDICATES QUANTITY OF 2. ar: UNDER C: .SIC.';N 1 5) z 1.• 3 3 z Z °Ns Z 3 1'- - 3 •12 -3' 5i ! I . 4 --? I Z czj Z 5 • .4 .4 3 . 4 Pl_j1491 NIG - REMARKS _a■P CAP T2' r5 4 3 , 3 / 4 .01■■■■■■•■■... 3 • so I- 4:pc...AR t rt.1 Wier DU, 4 t:4110 - E U 5 • 59 5 a ,-1 47.7.86rr %Tr 3P4N4 CT 2: • SC :ON \We: ...la f.9 r&.. : go 3 rwfar 3/ a OEM rag 14.4044 .1 :A$ S4.0904:1 - 0 S..1Pa5 • ..04 811E :111 ada ;0100.• - 2 c'S 3C.3 375 lati.Er & jT SAME 14P - CAP i =-"=WIC. Pf_ QS,Ii4:" Q4 7 101111 -:4110V »IS a - =S - WE SPEC DWI 11146`1.. 117., AP -CAP - 7. rS. - 11 • • Z _PE oimrs .401.1 e-: AO -GAP • . F. 3 WU* Coat" C3allyer aElle F 301111 MIFF S F�; c eTRA2 f 5.lx 5* Z5 LNIV 4- 11R0601 BY KLC. '1 2^ 2 4 I ; 5 2 33 -4 • 3 " =4 , "'at Jr MP( :4 31111 1 014, •341124 PLUMBING FIXTURE SCHEDULE MARK _ITEM WC - i WATER CLOSET WC-2 SAME AS WC-1 EXCEPT MOUNT 4 17" WIDE SIDE OF W.C. STALL. UR L-1 L-2 SS LB LAUNDRY ACORN: BOX 8186 HB FREEZE ZURN: HYDRANT #2-1321-4-6-18 EXTERIOR FIB-2 HOSE BIBB YH FD-1 FLOOR DRAIN FD-2 FLOOR DRA;N FD-3 GARAGE FLOOR ORAN FS-1 FLOOR SO:i< GI-1 GREASE H-1 WH .2 SEAT FLUSH VALVE URINAL VALVE LAVATORY FAUCET DRAIN LAVATORY FAUCET DRAIN SERVICE SINK FAUCET THERMO. - MIXING VAL,' r YARD HYDRANT - E R i s a "'CR r A MFR: MODEL KOHLER: 4330 BEMIS: 19`...)5 C SLOAN "ROYAL" #111 KOHLER: K-4989-T SLOAN: "ROYAL" 186-1 KOHLER: 17" X 20'CvAL, COUNTER TOP, SELF RIM, VIT. CHNA. #2196-4 4" CTRS, WHITE. CHICAGO: 4 1/2" SPOUT, AERATOR. SGL. LEVER HANDLE, 4" 2200-4--E12VP CHROME PLATE. CTRS, VANDAL RES. CHICAGO: PERFORATED STRAINER. KOHLER: 2032 CHICAGO: GOOSENECK SPOUT. AERATOR, LEVER HANDLES 895-320-E3 4" CTRS. DEARBORN BRASS: PERFORATED STRAINER W/OFFSET TAILPIECE. 760W FIAT: MSB -2424 FIAT: 830-AA #TA- 300 CHICAGO: #952-318 FIB-3 HOSE BIBB ZURN: FREEZE-PROOF #Z- 1325- 4--18 ZURN: Z-415-S FD-1A FLOOR DRAINS (KITCHEN) SAME AS PC- ZURN: BRONZE BOX. 3/4" HOSE END. VAC SKR.. WHEEL #Z-1370-173 HANDLE 24" BURY :EPTH. 1/4" DRAIN PORT IN VALVE HOUSING & BOX. ZURN: Z-415-5-9 ROCKFORD: SD-20 CP 0PC skRySIRONC, s-:5-3/4 DESCRIPTION L-MOUNT, SIPHON JET, ELort:, RIM., VIT. CHINA, 1 1/2" TOP SPUD, WHITE. 1.6 GPF, MOUNT 4 15" RIM HEIGHT. SEE ARCH. DWG'S. FOR MOUNTING HEIGHT WHITE PLASTIC, OPEN FRpNT, WP) COVER. A.F.F. INSTALL FLUSH VALVE HANDLE TOWAD WALL MOUNT, SIPHON JET, VIT. CHINA, 3/4" TOP SPUD. 1 GAL. FLUSH, WHITE, A.D. frt COMPLIANT, 20" X 18", WALL MOUNT, VIT. CHINA, 4" CTRS. W/CONCEALED ARM CARR!ERS. FLOOR STYLE 24" X 24 ' X 10" MOLDED COMc'OSil ION STONE, 3" DIA. FLAT STRAINER, #E-77- INYL BUMPERWAPO. WHITE. WALL MOUNT W, BRACE. VAC. BKR., BUCKET HOCK, 3/4" HOSE THD.. #832 30' HOSE & SAFE TO COLD WATER, CHROME PLATE. 9" X 10", 18 GA. STEEL WALL w/3/4" H & OW VALVES W/VAC. BKR. & 2" WASTE. WALL MOUNT. BRASS CONST 3/4" HOSE THD., 'JAG. BKR. WHEEL HANDLE, CHROME PLATE. BRASS CONST , 3/4" HOSED END. VAC. BKR.. WHEEL HANDLE, CHROME PLATE. WALL MOUNT MIXING VALVE W/BRONZE BOX W/O COVER VAC. BKR. BRASS CONST., 3/4" HOSED END. WALL CLAMP, CHROME PLATE. WHEEL HANDLE. 3" C.I. BODY. 5" SQ. ADJ. NICKEL BRONZE STRAINER. TRAP PRIMER TAPPING. PROVIDE TRAP PRIMER FOR ALL INSTALLATIONS E,'.:EPT SHOWERS. REFER TO FLOOR DETAIL FOR DRAIN CONST. &/OR COVERING. 4 - OA. BODY. 10" X 10" SQ. ADJ. NICKEL BRONZE STRAINER TRAP PRIMER TAPPING, 9" OVAL N.B. FUNNEL. DRILL OUT STRAINER BELOW FUNNEL. REFER TO FLOOR DRAIN DETAIL FOR DRAIN VARIATIONS DEPENDING ON FLOOR CONST. & / OR COVERING. 6 X 14" X 20" DP. W/4 CJTLET. Yv E2,ED S e NST. W /ASPHALT OCAING & ENAMA,.. INSIDE. REINFORCED STEEL GRATE FOR VE:-:CULAR TRAFFIC. REMOVEABLE SED. PAN & FILTER SCREEN_ INTEGRAL CONCRETE ANC!-IOR FLANGE. Z- -K -2-33 8" X 8 X 5" :P. CAT .RON CrND'?".(473 AC+D RES FNAM NC; I , Y UNLESS OTHEPE. 2TED Dr : CE P'LANS. REFE. DRAIN VARIATIONS DEPENDING ON FLOOR CONST PEC -52 Pv 1 4;5 -:; :' .•:_ 50 C;-'L . S. (2‘i 45-:3 •=* 250 STC1 .2 ; EVE 'O XC F - EV1: . SE A N4A ELE LO* #0A SAFE :AAP -N FLAI4Ai ' "1, •■■-:•••• 5. 4C Ver " .7.•`• 1.t. eELL ET-1 EIC::ANS,0% C EEL 14 et,. ap: •-•^; PIT.11 :- 1 #S I 20 INNE; 'SME ,11. 2 .c ET - 2 Ei= hArriKu__ F3.8 _VT EL VE - 11‘41K OS' -ECN• --C LINER AGUE L CEz L eft:: S Ta4k-E S STEEL 9 4, 4 -7 SLEEVE ELEC - AIPE CL.C...‘C‘ E34-AL .47ERuAric NOTE PROVIDE BID ALTERNATE PRICE FOR SENSOR flXTh VALVES & FAUCETS FOR WC -1 & 2. UR. L-1 & WC-1 & 2 EQUAL TO SLOAN ROYAL *IIIES-S. CR FLUSH ALVES TO SLOAN ROYAL 0106-1. ES-S & LAY FLUSH VALVES EQUAL TO CHICAGO 41550-4 JUL COMPLETE WARANSFORIIER. 0127 POWER SiPPLY & #119 THERAIOSTATIC =NG VALVE FOR LOS_ ol■ CAIRCIIL 11110.1311110 City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206-433-0179 rukopc New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwika, WA 98168 1701 DRAMS rt. KS GCH 3/14/03 11E1/130001:10 6, 4/1 /03 11) SIDER-BYERS 180 Nickerson, Suite S304 Seattle. Washington 98109 Phone: 2062852966 Fax 206 285.104.5 104041.7 177-111. PLUMBING FIXTURE - SCHEDULE & LEGEND 1/8"=V-0" C-4 • 44. 3 op- A 2" W UP TO 40 4" (TIP OF 2) (TYP OF 2) 2" W 4" W II 0 CCrI ) PCrt Cr --01 4" DENOTES SPACE ALLOCATION FOR b" Cc0 WET 4 DRY SPRINKLER RISERS \ 1 CONNECT 6 ,WASTE TO SITE UTILITIES 3 Le: 12.00' UNDER DIVISiON 2X1/2„ CW 6" F C o , P.O.G. 7 0 SITE UTILITIES 2' 'f' DOMESTIC WATER UP 6 "FUP R.5ER SPRINKLER 5''STEM S 4LL DRAIN DOWN T3 FD -2. 5' -a 1-'05P•1 - LAC 6" ± 15% SLOPE (TYF OF 2) (TYr�'- SCALE.: 1/8'z1' -0 FINISI -QED FLOOR ELEV: 20.00' ii ! L Le: 14.1T (VERIFY) oCIS ;Dt SEAiNNG r r'T T 6" W UP TO 6" FCC) Le: 15.41' (VERIFY) 6" W . ± 15% SLOP .ti FOUNDATION PLAN - PLUMBING M'r_ - Lam 0 r — • COy`:'DINING 6" W '7 . 1.5% SLOPE 'E_►. 1 L • K��Cr�Fh FLAG NOTES: 4" WASTE UP TO WATER CLOSET ABOVE. FIRE SPRINKLER RISER, DETECTOR DOUBLE CHECK VALVE ASSY. & WATER MOTOR ALARM. 2" WASTL UP TO LAVATORY (1 1/2" ABOVE GRADE) 2" W/2 OR MORE LAVATORIES. 2" WASTE UP TO URINAL W /WALL CLEANOUT BELOW FIXTURES NOT USED. 2" WASTE UP TO SINK. PROVIDE WCO BELOW COUNTERTOP_ WASTE UP TO FLOOR DRAIN, (SIZE NOTED) W /2" VENT. SEE DETAIL 8/P --301. WATER HEATER ABOVE, SEE DETAIL 12/P - 301. COORD. EXACT LOCATION OF SITE CONNECTIONS WITH CIVIL. COORD. LOCATION OF PIPING ABOVE ELCTRICAL ROOM WITH DIV. 16 PRIOR TO INSTALLATION. REQUIRED CLEARANCES FROM ELECTRICAL EQUIPMENT MUST BE MAINTAINED. 3" WASTE UP TO SERVICE SINK W /2" VENT. WASTE LINE UP TO FLOOR CLEANOUT_ SIZE NOTED. COVE E:• Pa "'O d'GW J 6" W Le: 161ST • SEE 1/4" SCALE PLAN $I/P-303 . • - Le: i.e: 16.43' (VERIFY) 042- INSTALL W/ 24" MANHOLES FLUS1 -1 W/ FINISHED GRAC SEE SNT. P -303. i.e: 15.93' ( V AN. SEWER LINE TO DUMPSTER AREA � w UP DRAIN. b" GCO 18 8 a 2% 5L DAVID A. CLARK ARCHITECTS P LIGHTS saIvta Cit) of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206433 -0179 ll New Foster Golf I.inks Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 a1A 4 •Y: KS GCH 1/8/03 uv�at FEE 0 4 X? r 6 k SIDER -BYERS 180 Nickerson, Sure 0304 Sean.. Washington 98109 Phone: 2062852966 Fax 206285.1045 allar "Ma FOUNDATION PLAN - PLUMBLNO I /8 " =1` -0" C — smosmuma IN 0' P -200 l �-' t It :�: - _ �.r • tw OV Y 2 "V • F- - 4" VTR I r r DN •�`°�� Li p' 'V. w CE • Ikk FLOOR I W (r z . :F a �r IIi 1111 i I 2" V (TYP) 2" W (TYP) 4" W, SEE SHT. P200 NOTE: PROVIDE 2" WALL CLEANOUTS URINALS. I /1 4 CW 3 /4" CW ABOVE CLG. PRV PIPING SECURED 4 CONCEALED OVER BEAM s' FGR „ H4cw NO EXPOSED PIPING TH15 AREA. T �T I 3 H 4 CW 1" CW r i � (TYP) I I l _._J III 1 lD FINISHED FLOOR F1 FV= 20.00' r 3 /4 "H 2" V C FD-D(TYP OF 2) ( 120 MBH) I Uu4-I 1 (125 MS4) Fit. Sru"P LeSe 4• VTR 1 CW 2" V FLOOR PLAN — PLUMBING WALE: 1/..r-0° 2" V 2 "V I" CW TO 1 CW (14 FJ'5) i • W / "N4CW 3 " W 42 .! y 34. o,_ r- • LOtijE .2/ ;LEA CAF ER 14" CW Pa, WATER, WASTE & VENT RISER DIAGRAM N.T.S. 3 /4" G (450 MBN) 3" G (1290 NSW) REFER TO 2/P -303. ! C F _ 4 I I 1 _ (150 M844) K i . C*4EN !SO. VALVES N MECI4 Room FOR &Tu14 4Ca - I- F -5 (;50 2" W 2" V r - =- 1 4 NW 1 CW (23 ELI'S) 3 V COv'G L I G J r , 4 " V TR i 2" V T 1'4" CW _—,,. I • 4" V WATER HAMMER ARRESTORS 4" W 4" W 2" CW (48 FU" ) I mo __— __._...__— __...___ - -- ------- _— _.. —_ -_ r • \ --3/4" HW I !_ 2"cUi (115 'i" V - 1k2" CW (15 FU'S) II/4" (TO FL!' 5) 04,q-P 0 I" CW (TYP) Cs $ ERE PLACE .3/4 ,' HW (140 ° ) TO WTR. HTR. SEE 4" SCALE KITCHEN N PLAN *21P -303. $2 .-% _ r- . `'. c - � • • �.__ - '�►`�E - t.. °l�► c -t-�" %C.; s` - F -5 F-a .4N ISO. VALVES IN MECI4. RM. MIXING VALVE EQUAL TO LEONARD $210 -F MOUNTED 60" AFF ON MECH. RM. WALL. ADJUST TO 115 ALSO SEE DETAIL 11/p -302. 4" FCO GAS METER MANIFOLD W/ (2) METERS $1 450 MBH *2 3200 M13I4 DAVID A. CLARK ARCHITECTS PL OMNI: nom w�sD City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206- 433 -0179 PICIJECA New Foster Golf T inks Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 DAAIN4 KS CFMIacsa NY: GCH DATIL 1/8/03 �avarx�a� air - -J1k PE " =A' I E )4 W SIDER -BYERS 180 Nickerson, SI X304 Searle. W� � ngio rt 99109 Phone: 2062852966 Fax 2062851045 FLOOR PLAN - PLUMBING 1 /8 " =1' -0" P -201 w r - DOUBLE CHECK , /ALVE ASSY. EQUAL TO uJATTS MODEL 001 OT - 2 1 /2" (TYP. OF 2) B-LINE PIPE CLAMP B2I00 (GALV.) B-LINE STRUT B24 (GALV.) BOLT BOTH ENDS TO STUDS W/ BRACKETS (TYP. OF 2) 4" SPUD TO CARRIER (NOT Si- -TOWN) SIDE DISCHARGE WADE = 310 (SEE PLANS) VERT. D 1 SCI AR;xE - WADE: 330 / 340 (SEE PLANS) -.-- 21,,2" CW NOTE: STR.i' th F? - PRE'F)SUPE- CsAl1LE (i YP��' _ 2 „ - \: 14 L- --4I 2 , „ B " PA ..� BALL VALVE SECURE PRv 4 D.C.v.A. ASSEMBLY5 TO WALL W/ UNISTRUT CLAMPS. P 30y N.T.S. 2" VENT FLOOR ►--010 - A co Q 2' ft 2 ," 2 PRV DETAIL STRAINER SLOWDOWN VALVE (TYP) 3" !�•`� "� I - - 1 4.7- 4 ( F * ':: 2" PRESSURE REDUCER 61 GPM 3 STUD WALL + / GLIB 2 -1/2" CW SERVICE PRESSURE RELIEF VALVE, PIPE TO FLOOR DRAIN. 1 PRESSURE REDUCER 33 GPM TYPICAL PIPE HANGER DETAIL GATE VALVE TO SERVICE STRAINER (TYP. FOR 2) 2 %" WATER SERVICE ' FROM METER B-LINE BRACKET B I04 (GALV) (TYP. OF 2) ESCUTCHEON FOR BARRIER FREE WATER CLOSET INSTALLATIONS, INSTALL FLUSH VALVE HANDLE TOWARD THE "WIDE SIDE OF THE WAl tk CLOSET AREA AT MAX. 44" A.F.F. FINISHED WALL SEAT 17 BARRIER FREE HE i GHT NOTES I. SECURE P Ir"-;` G 3 OTHER U)ATER CLOStTS 4 UR N N SIMILAR N OR 2_ CARRIER WIDTH FOR BACK TO BAC.< FIXT R.E5 1 5 13 ". 3_ '`'COD'FY CARRIER COUPLING (ca NO EXPENSE 7 3 OU R) TO FIT 1 .J1D7i4. VERIFY 'WIDTH ON ARCI -4 DRAUJ G5. 4 . OMENS ONE SHOWN ARE WADE MODEL 310 4 330 I 340 (4")_ vE� �FY DIMENSIONS OF AL ''E RRATE M FCmS_ 15" STANDARD HEIGHT FLUSH VALVE INSTALLATION DETAIL N. T.S. 2" MAX. —.2 ACCESS PANEL FOR SERVICE —f- COPPER ELBOW HOSE BIBB SHANK 1? 0 4 5, 1 1 r WALL FURRING W/ INSUL GNU w I- w V UNION IN RISER 3 ELBOW 1405E BIBB SHANK SHALL PENETRATE GNU WALL WALL FLANGE VACUUM BREAKER 6 HOSE BIBB DETAIL v -aoi N.T.S. • WHEEL HANDLE 3 4" HOSE THREAD NOTE- ACTUAL EQUIP. CONFIG. MAY vARY. SEE PLUMBING FIXTURE SCHEDULE BLDG. Ex I tRIOR WALL RILL SIZE (3/4 "MIN.) VENT UP THROUGH ROOF FOR INSIDE INSTALLATIONS (SEE PLANS) SCREENED VENT FOR OUTSIDE INSTALLATIONS UNION • CLEANOUT AND ACCESS COvER. TOP OF COVER TO BE FLUSH WITH TOP OF FLOOR. SEE SPEC. SECTION 15420 PARAGRAPH 2.03 . N.T.S. TURNED DOWN ELBOW W/ INSECT SCREENED OPENING. TERMINATE MIN. IC-C' FROM HVAC OUTSIDE AIR INTAKE .. -- ROOF PENETRATION GAS vALvE_ 4" MEDIUM PRESS. GAS PIPING NOTE: FOR GRADE CLEANOUTS (G.C.0) IN VERTICULAR TRAFFIC AREAS, PROVIDE ACCESS HOUSING EQUAL TO WADE $ 8300 MF -39. FLOOR CLEANOUT DETAIL 'LTA. UNION ESa1"CI -PEON a CLG I REDUCER AS NECESSARY I a -. 4- I T " C.I. ( BEND . '' -- -WASTE LINE I'a' BEND IF CLEANOUT OCCURS AT END OF LINE 1V2" LOW PRESS. (8" W.C) GAS PIPING (430 MBH) REDUCER A5 NECESSARY �, "♦ GALv. ALL -THD. SECURE TO STRUC ABOVE (TYP. OF 2) SEE SPECIFICATION FLOOR LINE C.I. WASTE LINE. LENGTH TO SUIT. NOT: SEE GAS RISER DIAGRAM $3/P303 UNION AS NECESSARY GAS PRESSURE REDUCING VALVE: FISHER MODEL 15102G, I" SIZE W/ I'2" ORFICE INLINE GAS P.R.V. DIAGRAM H.r.s. 1-34.. H 4 au GATE VALVE ! (TYP) I .� i I DIELECTRIC Y - UNION (TYP 3-- L -- ~"'' h ti r I 1# BJL" TO 517RUCTL'R. . eL_oeK NG ryp_ OF 6 a 'ti • ati DN TC LB. FLOW DIRECTION BRACKET MOUNTED WATER HEATER DETAIL c BALANCE OF PIPING SAME AS FLOOR CLEANOUT DETAIL S I L FLOOR SEEPAGE HOLES (; YFa) 0 CHROME WALLCOVER AND SCREW. 1 • INCHEC 7 i NOTE: PROVIDE CLEANOUTS a'l SINKS 4 URINALS PER U.P.C_ GLEANOUTS SHALL BE LOCATED BELOW FIXTURE WALL CLEANOUT DETAIL N.T.S. NOTES= I. PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS 4 FLOOR SINKS EXCEPT SHOWER DRAINS OR WHERE OTHERWIt€ NOTED. 2. SECURE PRIMER. VALVE EXPOSED IN MECH. ROOM OR JAN. CLOSET 4 CONCEALED BEHIND ACCESS PANEL IN OTHER AREAS WHERE NOTED. 3. INSTALL ONLY "DX" STYLE BOOR DRAINS 4 SINKS IN WOOD CONST. SECURE TO FLOOR W/ S.S. SCREWS. SUPPLY LINE TO FIXTURE ACCESS PANEL FOR CONCEALEE UNITS GRATE PER SCHEDULE MEMBRANE IF APPLICABLE TRAP PRIMER DETAIL N.T.S. r SUPPORT FROM _jSTRUCT. _'--• TEMP. PRESSURE RE EF VALVE. PI TO 5 EXTERIOR I 2 Ri"ti.N -E `er E 2E St :G ANC} R4fJ' . FP; S1 • 1-∎ . E ....:.ST S. Y c'Cr' ANC"` 1110 CO•`LT5 GRAY EE t':I r P.L .` Jt r&L BRACKKE.' u."7.4 PLAT-FOR"' .,�,- - aE`rsF►' `: =...r - c,ckc D irE 0704 ORAL. G�`'.'N Fc....ToR_ 4 PROVIDE 5E' tr BRA (NCI PER ,: r Ceti !s C. AG'OR S&L veRi FY . L E" C ' 41,4+ FIEFDRENCi To ACTUAL iirR _ • • MAY EXTEND A5 A WASTE OR A VENT LANE. WALL BELL 4 SPIGOT OR NO-HUB PIPING PLUGGED TEE WITH CLEANOUT IF PIPE EXTENDS UP. PLUGGED ELBOW W/ CLEANOUT OTHERWISE J DISTRIBUTION UNIT -- %" TRAP PRIMER (TP) LINES. (TYP) TRAP PRIMER LINE TO OTHER FLOOR DRAT: '5 AS REQUIRED. FLOOR LINE CAST -IRON PIPE " BALL VALVE TRAP PRIMER VALVE ----I SUPPLY TUBE NNN DAVID A CLARK ARCHITECTS P OWNER City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206 - 433-0179 WORM New Foster Golf T inks Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 JO. �r 1701 MAIM m KS c�x>m sr: GCH 1/8/03 REVS F , • 'K i F� * 2 11 t" LK__QY SI DER - BYERS 180 Nickerson. SL to 11304 Seattle, Washington 98109 2062852966 Fax 206285.1045 SORRTIV PLUMBING DETAILS PLUMBING NTS MO P -301 * �i \\ 4 r : E ;. IL e. F R ' :, ' r, J 4 t 1 R r-+ T v :4(3 1 I WATER I 1 PRESS+ :R 1, .1 <FLJ l PRE'r'ENT�R 1I SEE FI :) rT 2 L -� • S iEN2IPE 1 i I INLET - 6' DIM - 9 - ~ SURE RED 1. Pl• x V,•1 SET F O R 70 p —ST COCK 1 SCALE: N.T.S. WATER HAMMER ARRESTOR Ilr • -- i • I � = OS'ER -E-.' -TER j GROuT ALL ARJUNL BOTH SIDE, 2t: _Erc r le OVA •A • i ^ C..E A•t ACCESS OPE.N,, l I CONCRETE % Dr 90TH SIDES PLAN. VIEW A 3J L S TO .;RACE CN SHEET I:. L -vp , + FAO, '3 LENGTH DISHWASHER I BOOSTER 2: F RA E 3 COVER - i ;dj NCH"' NCH"' 5 2 PL3SON5 "GA) A.R 4 HEATER PIPING SCHEMATIC A OUT,.T' NOTES: SECTION A -A 1. REFER TO SECTION 8 5 r vti i9b S 1 !Xt. Aa44.4 T -t) S 2. CONCRETE. 23 DAB C.) MPR'ESSI E STRENGTH . °C = 3500 PSI 3 REBAR ASTM A -615 GRADE 50 4 MESH ASTM A - 185 GRADE 65. 4 DESIGN AEI- 318 -83 BUIILDING CODE ASTI41 C - 857 "MINIMUM STRUCTURAL DESIGN LOADING FOR MONOLITHIC OR SECTIONAL PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES ". 5- LOADS: H -20 TRUCK WHEEL WITH 30% IMPACT PER AASHTO. 6. FILL WITH CLEAN WATER PRIOR TO START UP OF SYSTEM, 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES. 8. ONLY GRAY WATER, EXCEPT DISHWASHERS. BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. Iv, t • SIZING CHART U IL,iN Number Of Meals x Waste Flow X Factor g Retention x Capacity FORMULA: Per Peak Hours Rate Time Storage = In Gall a l GALLON CAPACITY ; 600 750 950 1000 1250 1500 1 000 2500 2750 In ons - - -� � 3040 .4000 2750 " 5000 6000 _ ' �. 0" 19:-0 " 5106 -GA 5106 -GA 1 6 12 -GA' 012 -GA ICIFERNEREmmullIENTIZMI 4'. 4 '-8" 5 -0" DIM "C r 7•-0- 7•_0- .. -0» 7 . -2 - 7..2" T.2" IFISM['REll 10 1 3' TO" ' $•.9" j 5 4•.7- 6• -1" a •, 9 . GREASE INTERCEPTOR SINGLE VAULT WITH DOUBLE BAFFLE DO SS-14 3_ REVISION s1 2003 APPROVAL. GREASE IN I tHt:tr i Li INSTALLATION DETAIL / PRC ,V IDED BY 'Tc CONTRACT 2'VENT PILL SIZE INDIRECT WASTE fir 5'-9` I NOT TO SCALE r) ASS , rt EEL STRAP 4 NC HC.: , R `COL T AL) "x •. NC LE 5 1LE55 L FIFE IINGS LOLIFL.INC s ( TYP ()F 2) N.T.S. j --- -- INSTALL SURFACE CLEAN-OUT v 3" V TO 5LD( 6" OJTLE i p 0 e s ION - HARDENING �1 A=3TIC EQUAL TO 1ETALBESTOS PLASTIC SFALER 22 GA. GSM FLASHING 22 GA. GSM THIMBLE I 1/2" x. 1/4" GSM GUIDE STRAP THERMOMETER TEMP. /PRESS. RELIEF VALVE. PIPE DRAIN TO FD -2. DIELECTRIC UNION (TYP.) 3/4" DRAIN COC K WALL SLEEVE, SEE SPEC. ESCUTC, 'EO POLYURETI -TANE FOAM c — LUBRICATED PLUG COCK LUITl-1 LOCK -UP, SIZE. FULL LINE 18" rr,;V s PIPING PENETRATION DETAIL CW - III ■� I I I I L N.T.S. WEATHER CAP WITH BIRDSCREEN EQUAL TO METALBESTOS. 8" VENT, MAINTAIN MIN. 2" CLEARANCE r O COMBUSTIBLE. ROOF STORM COLLAR 8" DIA T1 PE "B" VENT SECURE T'O STRUCTURE WITH 1 /2" DIA. BOLTS. 0-4-01 -30 M G � _ 2" GAS ANCHOR WATER I- SEATER TO WALL W/ TWO I "XIS GA. GALv. STEEL STRAPS. SECURE TO WALL W/ FOUR 3/8"x2!'?" LAG SCREWS 4 FOUR FENDER WASHERS PAD N.T.S. 1k2 " TOP OF FLOOR SLAB GAS COCK WATER HEATER DETAIL NOTE 5 I. INSTALL VENTING PER MFGR'S. INSTRUCTION 2. `_SET WTR. HIP, OUTPUT TO 140 ° F. 3/4" NJC 6" DIRT LEG 4" CONCRETE HOUSEKEEPING NOTE: LONG SWEEP PVC ELBOW 6.625" OUTSIDE DIA., 6" INSIDE DIA., 30" RADIUS. (ELECTRIC SUPPLY HOUSE IS SOURCE) t 8" TYPE "B" COMBUSTION AIR INTAKE ' 3' -C" AFF SEE — ARCI-4. DWGS. :3 SECURE BOTH WN- 3 4 LT-2 10 WALL W/ SEISMIC RESTRAINTS. 4 INSTALL ET-2 EXPANSION r ►NY ON WALL BRACKET SINILAR TO THAT 51 -4OWN FOR W44 -I SEE DETAIL 12 /P -30i. 6" PVC SLEEVE_ BURIED AS S+40WN ON PLANS. VERIFY U1/ K.E.C. SODA SLEEVE ELBOW DETAIL J EXTERIOR WALL ( 4 0 PRE RINSE JNIT MOUNTED TO WALL Cr 'ROME PLATED VAi:' BREAKER START /, .TOP SWITGI -1 CONNECT ED UNDER DIVISION 16 3/ N SOLENOID VALVE J-BOX DISCONNECT -/ SUPPLIED W/ DISPOSER, CONNECT UNDER DIVISION 16 115 TEMPEREDT WATER TO FAUCET 1- ( 140 G. F.) CW ROVr -1N 3i N 4 VALVE N.T.S. 34., 1400 NOT 4 COLD WATER PIPING IN WALE T +4ERMQSLAIC 1 IXING VALVE IN HOT G,"rR. SUPPLY LINE EQUAL TO LENARD MODEL I< 2 N.T.S. e*2— DISI-4-WASHER L Ili:" CONNECTION J1' 2' ROUGH-IN 2" V ENT I. D13PO'SER( ? ) HAND SINK CONNECTION DETAIL J NOTES: I. EXPOSED PIPING SI�&L BE CI-IROME PLATED OR STAINLF =•S STEEL. 2. EXPOSED WIRING t --BALL BE SEALED IN WATERPROOF CONDUIT. DISPOSER CONNECTION SCHEMATIC 1 /2" I4 4 CW SUPPLY I /2" ANGLE STOP 5FF SPEC. SECTION ES 450 NOTES: 1_ WALL MOUNTED .4AND5INK SHOWN. SIMILAR ARRANGEMENT FOR COUNTER-TOP SINKS 4 LAVATORIES. �. PROVIDE INSUAL.ATED 'P- TRAP" COVERS d SUPPLIES 3 EXPOSED TRA. 5 PER A. .A_ 1N5T&.i ..,��`r�f -I �.^-•L r ON 60. 82.Br,:E trhs `I,y CAINEL City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206- 433 -0179 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 ,o.. 1701 DIAWN SY: KS alICICED GCH oA,h 3/14/03 luivtaamk 4/A3 SIDER -BYERS 111.1.11=111 180 Nickerson, Sue 1,304 Sages. Wash glor, 98109 (Phone: 2062852966 Fax 206285..1045 PLUMBING DETAILS PLUMBING PNIO il... P-302 ca I c 3 • +31 -»r7 2Si$L9.M77 PAZ 2S3.1154.7MS c 1T1 ECTs.COM " MOWS 01011MID MOM a*ar as Ytarr,A *P4 1 ' M3 cea " • , 2" W UP TO 4 2" V UP FD-IA W UP TO 3" FCC 3" W UP TO 3• W UP TO FT W/ 2" V 2" W UP TO 3" W UP TO 3• FCO 3" W UP TO W/ 2" V Ffl 3" W UP TO FCO 3" W up TO FD-IA W/ 2" V 3" W UP TO W/ 2" VC) 2" W UP TO 3• W UP TO FD-IA 3" W UP TO W/ 2" V Le: (850' 4" GW 3" GW 2" V 4 3" V UP • • • / BREAKFAST BAR AREA (MC) 4" W UP TO 4" FCO 4" W SEE 51-1T. P-200 FOR CONTINUATION FLAG NOTES: SEF_ 6" SODA LINE UP SEE DETAIL *'P302 (TIP OF 2) 2" W UP TO I 51 1 2" W UP TO I 82 I 3" W up TO W/ 2" (Z 3" W UP TO W/ 2" V L_OuNiz FINISHED FLOOR ELEV: 20.00' 6" SODA LINE 3 COORDiNc_ BURIED SODA LINE LOCATION W/ K.E.C. 3" W UP TO 3" FCO W UP TO W/ 2" V 3" W ® 3" W UP TO 111/ 2" / FA! ! flE* st:" SCALE: 1/4 SEE SP- & CE N 7)% s — C SO•L E' . CAD 2 GA!: EN '- ktAh Jr. - 3" W UP TO W/ 2" 0`. R_C DRA.NS. SE CPN NYE # C Sr c:J 2 2 SAE: LE 34S C a: ,• CONTRACTOR SHALL LOCATE PLUMBING ROUGH-IN FROM FOOD SERVICE DWGS. 0-101 THROUGH 0-504. SET FLOOR DRA:NS Sc FLOOR SINKS PER DWG. 0-104. INSTALL CONDENSATE & iNDtP.FCT DRAINS SHOWN ON 7"-S NJTED ON &HT 0-104. FOUNDATION PLAN - PLUMBING F._1"),OR SIN- S (AND TH;"- FLOOR. TR THAT RE0. C',. AND/OR iNDIRECT wA..S" FROM ecTC.2HF% PP,)c!RE 7- R.A? PRVEPS PRAP7-S IN:TA ?EP r-iiktME:' AP-L. DP's.) _OCA . CON.% E 3'` W UP TO 3" FCO / , ,/ 1 ". • 2" W UP TO I 3 I 1 3" W UP TO 'rr_T 2" V (4) 2" V LP • FE A3 3" W UP TO W/ 2" V 0 16" FOOTING 3 BLDG. PERIMETER (TYP) SEE STRUCT. DWGS. I I • z • I '2 11 cui DN TO I 56- ki.1.7 PROVIDE WCO 3 4. AFF ry" 1■••, I • Dt.;" •••-% ••-•■ • .1, • 4: •• ■-• 4.-••• - Itt._ • . t •• • C) Li 2' 1 . v L 3 4" C-Lij DN TO , 3" W UP TO W/ 3" WOO I 69 I I 45 I N VALVES • I • I W • • W W I I 3/4" CU) DN -L•10. 01.00. I r 3" W UP TO WI 2" V I 46 I t- 6" PVC SODA LINE SLEEVE UP • TO +8" AFF (TYP 4 PLACES) 3/4• 1-1 4 ow UP TO 3 4" 14 4 ow UP TO LOUNGE 34- Oil UP TO I E309 I 3" W UP TO FCO 6" TO 4" W 3" V TO 3" W UP TO 3" FCO 1 B05 1 3, CL; 34- 14 4 CU UP TO I Fr2 1 1 101 / 150_ vALvES 34 111■0810 IV 3" ILI 4 2" V t'2" ow DN TO 1 1 aL2 • - ;•••••■■• I - ,01/000o, Y 01 00 04 W • 0 re cili 4 _ - - -•= 7 -o--7-o- • SCALE wrier-oe • 1•110010 • I / 2" CU 4 — N - I" - 0 f i=„ncilk= 1-1111 5:2 3/4" w 4 CW BELOW GRADE \I\ IN! 0 " e: I 4 y L • 1 3 4 . RDC .110•1011 0 ■■• .3, $4 4 ai DN TO r v Lc 2 1 41. kg) n., 3" V DN 4 CONN_ TO (4) 2" V 3/4" CW TO 4 3 /4" H 4 ON TO BELOW SINK 2" V 1 29 1 r ---- r _ 4 ow .-041-„L :L. v2* .0 ■ .■•■• 01 .•0•0. I !■.-L0 VW!! 40C L I - .1! • Li 3' V • 4.JC I B15 I 3 4" RUC 3/4" MC 44 1 r c,4 T0 At s'• \`•• 1'1 KITCHEN PLAN - PLUMBING SCALE: NTS ,11.11■1. GAS RISER DIAGRAM O' 10 FD-IA /2" v DN • e Ds TO fl _v V krrnif% wifigiEmma GAS PRV SEE DETAIL (\, COND LINES BY Div. IS ON ilT01 24 5; 3 4 . 14 4 au ON TO , $ W/ 3" W TEE L. II - r - / • ■ VoVE - 1 a — V F r -al Z' v : 4 " J i t • y 6 24" AF= .„--- 6 DN TO 1 TO (2) wwww • i ••• •■• I 25.1 2 1 cn 1 a 11 1111111111111 - IL 1 DN 1 At I 4 5 r 400 MBI4 eqa GAS METER 12 FOR 3200 MBW W/ 8" WC. PRESSURE 4" VTR " 1 4 au 2* v 3. a r" •-• • • cs ...Pw**7•• 2" i4 4 cu I - 9 1 I --- 1 BY PSE. GAS METER II SIZE FOR 555 MBW W/ 2 FS; PRESSURE - -41- # 7-- GAS METER MANIFOLD KITCPEN AIR MAKE-UP UNIT PROVIDED BY KIT_ EQUIP. SUPPLIER CONNECTED UNDER Div. 15 PROVIDE ACCESSIBLE CAS COCK UNIT_ ! Wlak DAVID A. CLARK ARCHITECTS Pl. 01111011-: City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206-433-0179 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 KS GCH 778/03 morn 001101•111 Si DER -BYES 180 Pin, SUli$13 *304 Salads, Washington 98109 Praxis: 2062852966 Fax 206285_1045 IDOESTrftlit PLUNIBLNG DETAILS PLUMBING NTS FE-15 0 P'riaa - iL___ 44P GAS FURNACE SCHEDULE FAN SCHEDULE MARK MAKE MARK SUPPLY SERVES HEATING ELECTRICAL MFR_ NOTES MODEL TYPE CFM SP INCH WC RPM HP (WATTS) VOLT/PH WGT. LBS MAX SONES HP NOTES EF - 1 MAKE IME 1. h CFM CFM COOK: TIP GC -160 CE L !'N:".; 100 0 -125 1500 (113W) 120V /1PH 15 4.0 0.50 1.2.A EF -_ 1 12.0 A _.kl7••∎ _ 70 115/1 T - COOK: 15 GC -160 CE;LINC 1 00 0.125 150C (113W) 120V/1PH 15 4.0 250.0 1.2.A F- 50 r _' .�.i_ti!t + .5- '''. 7 CDCr . 1,2,Z ,4 GN -5'3C I`JLINE - 0.500 1050 (473W) 120V /1PH 75 6.0 80% 2.6 E: _ w 2 � �r 300 1,2,3,4 co O,- •' REZNOR • r ~P: - OCT, WAL_ .E 5 2 v ^ n 0.250 5� ~�'J i /3 1 ^ � 44V•�f /1P� 40 1 13.0 208/3 2.0 EF -5 30C G. ►-•.ti =S.-1E 42.0 80/67 C:., - GN -74D INJ,NE 500 1 6.50.0 105.7. (473A) T. 200/1PH 75 6.0 3.7 4.D Ei -6 F -6 ±V...= -2 ., CA.UA --2OO 3,010 E x -A_ST • ;A% »ytir; cu - f' By '.lC,I"'�ti CON - P CTCR 2.0 3 E` -- 7 1 - _ _ .;..: 50 208/3 Exr-A :_ ` A'• l'•J :..',,='B �- cvi:'E_ e ' ' �' ,7 ".::" --- \. LON 'L*' 300 7 65.5 r 95 10.30 58.0 208/3 37.1 60 1 i 414 • A_ 'Vr'. J' _=' _! F 2 B�_ : D -'a =_- _ :oC• ' ... _ YI.' _ C _'.•.E _ ` •_ \ -- "` _ . : z. _._ ..�-' . cot - e - _ _ -- L. T 1N.E :3E. SW r'"-• W" `!G`. CON I°= 3v D � E =:::.,-::: .;._E: C-cE� C.:'••" .=L.LE�. E'� ,- . 7 .. ?ti;.' -_E C0'. :'.ACT C cc S E.. s�.: A _ ..,.� ..� _.,� _ DE S ., Az__ . "- 7 -44 :-. 412 '`. -E: __C . w..y._'--_ c A - 2 - _ - N s--_ 1...".. C . IN _ _2'0- A ..''S 'A• -_E IN -7 __c• A " `. Jti2 C.:. :. : -. -_ . -2 - 1.10 1% - = - E= E C V i. E-2 I' - F..•' _..:.`.' =0:, F� - ff: _�DCM . 4....... �. ' EY : 2 '...' e. I= �;c Z '• c= .t. ; ` � ' '5. C. _:: _ GAS FURNACE SCHEDULE CONDENSING UNIT /HEAT PUMP SCHEDULE ( *) MARK MAKE MODEL SUPPLY AIR FLOW HEATING ELECTRICAL OP. WT. LBS. NOTES TOTAL OSA ESP FAN N G. INPUT OUTPUT AFUE TEMP VOLT /PH HP MOCP (FLA) MARK MAKE MODE1. CFM CFM W.C. TIP MBH MBH % RISE F-1 - 1 TRANE: TLJ A 1 2) 1,660 480 0.50 3/4 120.0 1 12.0 92% 70 115/1 3/4 15 205 2, F-2 REZN`)R: CAUA -250 3,570 1,300 0 75 2.0 250.0 200.0 80% 50 208/3 2 7 380 1,2,Z ,4 F -3 REZNOR. CAUUA -200 3,000 2,260 ; 0.75 2.0 200.0 160.0 80% 50 208/3 2 7 300 1,2,3,4 F--4 REZNOR • CAUA- 150 1,620 975 975 0.50 1 .0 150.0 120.0 80% 55 208/3 1 3.7 30C 1,2,3,4 42.0 80/67 50 1,770 1,035 0.50 1.0 150.0 120.0 80% 55 208/3 1 3.7 300 1,2,3.4 F -6 h:F.ZNOR: CA.UA --2OO 3,010 2,760 0.80 2.0 200.0 160.0 80% 50 208/3 2 7 300 1,2,3,4 65.5 80/67 95 10.30 58.0 208/3 37.1 60 414 NOTES: 1. TUBULAR STAINLESS STEEL HEAT EXCHANGER 2. VERTICAL CONCENTRIC ADAPTER COMBUSTION AIR /VENT KIT 3. TWO STAGE GAS VALVE 4. FACTORY SUPPLIED COOLING COIL, SEE COOLING COIL SCHEDULE BELOW DIFFUSER AND GRILLE SCHEDULE CONDENSING UNIT /HEAT PUMP SCHEDULE ( *) MARK MAKE MODEL CONDENSING UNIT AIR FLOW COOLING CAPACI`T'Y HEATING ELECTRICAL NOTES TOTAL MBH NOTES TOTAL MBH SENSIBLE MBH EAT DB / WB OAT DB / WB SEER 022F OAT MBH VOLT /PH MCA CIR. AMP 0.20" OP. WT. LBS. MARK 80/67 MAKE MODEL CU - 1 14"X14" TRANE TTPO48C3 47.5 33.6 80/67 95 11.30 N/A 208/3 I 20 30 110 245 CC -3 CU -2 ACUA -090 TRANE TTA090A3 92.4 70.8 80/67 95 10.30 N/A 208/3 37.1 60 REZNOR: 322 CU -4 CU -3 0.09" TRANE TTA090A3 90.2 65.5 80/67 95 10.30 N/A 208/3 37.1 60 1,770 322 60.0 1- CU -4 80/67 TRANE TTPO6OC3 60.0 42.0 80/67 95 10.30 N/A 208/3 22 35 65.5 310 95 CU -5 105 TRANE TTP060C3 i 60.0 42.0 80/67 95 10.30 N/A 208/3 22 35 A 310 CU -6 12 "X36" TRANE TTA090A3 90.2 65.5 80/67 95 10.30 N/A 208/3 37.1 60 322 HP -7 TRANE TWA090A3 90.2 65.5 80/67 95 10.30 58.0 208/3 37.1 60 414 1 1 CU: CONDENSING UNIT COOLING ONLY), HP: HEAT PUMP UNIT DIFFUSER AND GRILLE SCHEDULE COOLING COIL SCHEDULE MARK MAKE MODEL CONDENSING UNIT AIR FLOW PRESSURE DROP COOLING CAPACITY MCD NOTES TOTAL MBH SENSIBLE MBH EAT DB / WB OAT DB / WB SEER OP. WT. LBS. CC - 1 TRANE: TXC048 CU -1 1,600 0.20" 47.5 33.6 80/67 95 11.30 70 14"X14" CC -2 REZNOR: ACUB -090 CU -2 3,570 0.15" 92.4 70.8 80/67 95 10.30 110 CD -6 CC -3 REZNOR. ACUA -090 CU -3 . 3,000 0.23" 90.2 65.5 80/67 95 10.30 105 ATTIC VENT CC -4 REZNOR: ACUA -060 CU -4 1,620 0.09" 60.0 42.0 80/67 , 95 10.30 83 NOTES: 1. ECONOMIZER 2. EER WITH HP -7 AND RATED AT ARI CONDITIONS AND IN ACCORDANCE WITH DOE TEST PROCEDURES. COP AT 17F/15F OUTDOOR DB /WB CC -5 REZNOR: 1 ACUA -060 CU -5 1,770 0.09" 60.0 1- 42.0 80/67 95 10.30 83 GRILLES CC -6 REZNOR: ACUA -090 CU -E 3,010 0.23" 90.2 65.5 80/67 95 - 10.30 105 24 "X24" RG -4 48 "X24" RG -5 NOTE: SCHEDULED PERFORMANCE IS MINIMUM ACCEPTABLE PERFORMANCE WHEN MATCHED WITH THE INDICATED OUTDOOR UNIT AT THE SCHEDULED AIR FLOW RATE DIFFUSER AND GRILLE SCHEDULE ITEM MAKE MODEL DESCRIPTION SIZE MARK CEILING TITUS MCD FOUR ADJ. CORES. STEEL, OBD, 8 "X8" CD -1 DIFFUSER TOTAL SENS. WHITE, FLAT FRAME SURFACE 10"X10" CD -2 0 22F OAT MBH VOLT /PH MCA MOUNT. (BORDER 1) 12"X12" CD-3 MODEL CFM CFM (BORDER 3 FOR LAY -IN STYLE) 14"X14" CD -4 MBH AHU - 7 TRANE: TWE090A3 16"X16" CD -5 CEILING TITUS TMS-M ROUND NECK, 360 DEG THROW 12" DIA. CD -6 DIFFUSER 58.0 208/3 ALUMINUM, WHITE, ADJ. VANES 15 315 1 . BACK DRAFT DAMPER - TO VARY FROM HORIZONTAL TO 2.50 - ATTIC VENT RUSKIN: ELF375X 4" DEEP, EXTRUDED ALUMINUM VERTICAL - LV -8 SUPPLY REGISTER TITUS 300RL DOUBLE DEFLECTION, STEEL, COLOR TO MATCH WALL COLOR 36"X10" SR 1 NOTES: 1. ECONOMIZER 2. EER WITH HP -7 AND RATED AT ARI CONDITIONS AND IN ACCORDANCE WITH DOE TEST PROCEDURES. COP AT 17F/15F OUTDOOR DB /WB RETURN TITUS 50F 1/2"x1/2"x1/2" ALUMINUM, WHITE 8 "X8" RG-1 GRILLES ENAMEL 12"X12" RG -2 24"X12" RG-3 24 "X24" RG -4 48 "X24" RG -5 12 "X36" RG -6 AIR HANDLING UNIT SCHEDULE MARK • SERVES MFR: SUPPLY I COOLING HEATING ELECTRIC Op. WT. LBS. NOTES TOTAL OSA ESP FAN TOTAL SENS. EAT DB / WB OAT DB / WB EER /COP (NOTE 2) 0 22F OAT MBH VOLT /PH MCA MAX. FUSE MARK MAKE MODEL CFM CFM W.C. HP MBH MBH AHU - 7 TRANE: TWE090A3 3,000 375 0.50 1.5 90.2 65.5 80/67 95 10.3/2.28 58.0 208/3 7.0 15 315 1 . BACK DRAFT DAMPER - - 2.50 - ATTIC VENT RUSKIN: ELF375X 4" DEEP, EXTRUDED ALUMINUM 48 "x32" - LV -8 ■ BIRD SCREEN. 24 "X28" - - NOTES: 1. ECONOMIZER 2. EER WITH HP -7 AND RATED AT ARI CONDITIONS AND IN ACCORDANCE WITH DOE TEST PROCEDURES. COP AT 17F/15F OUTDOOR DB /WB LOUVER SCHEDULE MARK • SERVES MFR: MODEL F. AREA VOLT /PH ITEM MAKE: MODEL DESCRIPTION SIZE S.F. MARK INTAKE RUSKIN: ELF375DX 4" DEEP, EXTRUDED ALUMINUM 75"x81" 22.0 LV -1 LOUVER 120V/1PH BIRD SCREEN. 96"x18" 5.70 LV - - -2 E4003TA-RP 1,000 120V/1PH 48 "x32" 5.30 LV -3 42 "X36" 5.30 LV-4 EXHAUST /RELIEF RUSKIN: ELF375X 4" DEEP, EXTRUDED ALUMINUM 75"x81" 22.0 LV-5 LOUVER BIRD SCREEN, 24 "X32" 2.5C LV -6 BACK DRAFT DAMPER - 24 "X32" 2.50 LV -7 ATTIC VENT RUSKIN: ELF375X 4" DEEP, EXTRUDED ALUMINUM 48 "x32" 5.30 LV -8 BIRD SCREEN. 24 "X28" 1.33 LV-9 ELECTRIC WALL HEATER SCHEDULE MARK • SERVES MFR: MODEL CAPACITY WATTS VOLT /PH NOTES EH -1 SPRINKLER ROOM MARKEL: E4003TA -RP 1,000 120V/1PH 1,2.3 EH -2 RESTROOMS 126 MARKEL: E4003TA -RP 1.000 120V/1PH 1,2,3 EH-3 RESTROOMS 127 MARKEL: E4003TA-RP 1,000 120V/1PH 1,2,3 NOTES: 1. W /BUILT IN THERMOSTAT 2. INSTALLED BY LC. 3. COLOR TO BE SELECTED BY ARCHITECT UNIT HEATER SCHEDULE MAK. ITEM MFR: MODEL DESCRIPTION 1 .iH - 1 GAS UNIT HEATER REZNOR: FE 125 I ELECTRIC: 125.0 MBH N.G. INPUT 100.0 MBH OUTPUT, 160J CFM 1/8 HP, 1 15V/ 1 PH i MARK AIR DOOR SCHEDULE SER , ES r - -E Cc - C rc4i. 5. Sum i WIDTH • ii 11Ic R MODEL INCHES o' a WE A. .,+•4C•Er C _E • I AIR • 'CT: Ls� f �lL J .S�Jt`'�"D 1 1 C FM I Ili NC2Z:.E FPM HE :GHT 07' g PRESS LEVEL 2.2 S • , i c- 'F _ u "- v' _ 7 '5 4. HP 1 VOLT FH I I 2C :, , .Gl ELECTRICAL WEIGHT f. NOTES + h h ': SEE SCHEDULE FOR EQUIPMENT TYPE. CAPACITY AND EFFICIENCY. 2 PROVIDE THERMOSTAT CONTROLS CAPABLE OF A FIVE (5) DEGREE DEADBAND BETWEEN HEATING AND COOL I NG 3 PROVIDE AUTOMATIC SETBACK CONTROLS W I T H NIGHT SETBACK AND SEVEN (7) DIFFERENT CAy TYPES. 4. PROVIDE CAMPERS FOR OUTS : DE A . S : NTAKES AND EXHAUST FANS WHICH CLOSE AUTOUATT I CALLY WHEN THE SYSTEM I S OFF, EXCEPT FOR THOSE SYSTE 4S WH' Y-+ OPERATE CONT I NuOuSLY 5 PROV I LSE W: CnOPPOC_SS f BASED THERMOSTAT F3P HEAT PUMP CONTROLS 6 OV I DE AS -r I KED EAT I tiG EOU I P1iEN7 WITH MODULATING OR STAGED CONTROL FOP ALL ' P►MENT OVER 225 MB- 7 P:RGV 2E A WEANS OF B A` ANC : NG EVER A * SJPF _ Y CJ T . E T AND AIR JR WATER TERv: NAL DrY I'. S'NL' "k`EOt..S - A-'tiG AN 'JCL - :p. A :Dti€ ,S ' - xV TT .7 2 'SEAL =ANS•'E; SE AND SONG +0.L' tiAL SEAMS Cr` CtC"ACF " C DUCT I PS ..JLA ! ' CA'. SEE SPE: F , :A - . DK SE: ON 525-: P'°E !NS'..rLA'':ON SEE SIFFD DA ON SED`.Oh 525 2 AL:. E L E C TR - OPS GPE A - E «r -- L.\ 't C 14 5)-4 , WEE 4SEC ' A8L L 14-4 r . 2 I ENCv PEJU'PEWENTS ENERGY CODE NOTES i HVAC GENERAL NOTES MOUNT ALL SE SOPS £'C T- 'ERMCS - A `S AT A - A YE r L " ? 2 ALL 'OUC- C.MEWCINIS Weft APE CLEAR O P TENS . ONS f 4S I CE CULT L' EP 3 ALL 'F 1 LTEPS 9a~''ALL BE 1 NSTALLED SO 'NEI' MAY BE EASILY RE111Qtif•2 AMO REPLACED 4 ROU CONTROL CONCu i T TO c .rr OR 00INCEN5' NG LW I r5 REFRGERAhr P' R NG 5 00 NO PLACE CONDENSING uM ► rS LOW ROOF OR ► P EDGE 6 ROUTE CONDENSATE PIPING TO GRADE Mr T$ REFR I GERAftr a AIR 0 LANCE ALL C I FFUSERS AND GR I UXES 9 a r Plum osT A T spawn smALL NavE ' 114su A F"EB 8Aoo a mea 001 r P Cau 11m57ALLAT F c loP 114S' ► .LELt AT EiretrOP 'TILL 9 o1x r I NSULA r 1 011 SEE EC I F I CA r r OM %M : op/ r 5zS0 R 1 1` OR v'ALLEYS PrPfl� SYMBOL WINNONIIIMMIM MECHANICAL SYMBOLS LEGEND - II Cz F -A RL OF- ..� PO4- 000 I. SD S /FD FD BDD 0 C@ 0 EX CX RLX RX OBC FCO WCO AFF NTS 5S GSM EG CD RAG VTR AP SA RA EA ABBRV CW HW HWC W w V ENERGY CODE LEGEND •"E "4.0 SYS`EU IS BASE: + +..E F3LLC111 COMPONENT *A,L "U VA: 'S r FLOOR - LP r. AL'OLIC G1. ASS • u" V &LuE (8':x$4. -S F F GLASS S4ACE C.o.EFF C ENT L PG? 4T t lye, i 4 r TS!S F ) IV 'SC, ECUIP (* TTS,`3 F PEOPLE PER 103 5s3 F COOL a SIG N C f 0 t 7 JP 1 ^ € S r T E M P ( F CCX.1 a:7003R GESIGP+ TW (F h!E.4 T I !yIG I1 I'o: oP OE S 1 C% TEMP (F ) WV' r hIG Ot; TDOCIR OE S TEAIIP ( F F ) F' DE 1Gv =0 nitC 1 326 35" A z5 6 NCE..jecD te 1=8 5 ISft =23 IV L IIG DESCRIPTION PLUMBING EQUIPMENT MECHANICAL EQUIPMENT DIFFUSER /GRILLE TYPE OEM DETAIL NUMBER SHT. WHERE DETAIL IS DRAWN FLAG NOTE COLD WATER HOT WATER HOT WATER CIRCULATING WASTE (BURIED) WASTE (ABOVE GRADE) VENT NATURAL GAS FIRE SERVICE COMPRESSED AIR CONDENSATE RAINLEADER OVERFLOW DRAIN GATE VALVE BALL VALVE OR GAS COCK CHECK VALVE UNION LINED DUCT FLEX DUCT SUPPLY DUCT RETURN OP EXHAUST DUCT VOLUME DAMPEq MOTORIZED CONTROL DAMPER REMOTE OPCRATED VOLUME DAMPER SMOKE CAMP COMBINATION SMOKE /FIRE DAMPER F!RE DAMPER BACKDRAFT DAMPER FLEX CONNECTION TURNING VANES REMOVE DUCT. PIPE OR MECH. EQUIPMENT THERMOSTAT, MOUNT A 4' -6" A.F.F. CARBONDIOXIDE SENSOR MOUNT 0 4'-6" A.F.F. CARBONMONOXIDE SENSOR MOUNT 0 6" A.F.F. UNLESS NOTED OTHERWISE YOUNGS MODULATOR CONTROL EXISTING CONNECT TO EXISTING RELOCATE EXISTING kEMOVE EXISTING OPPOSED BLADE DAMPER FLOOR CLEANOUT WALL CLEANOUT ABOVE FINISHED FLOOR NOT TO SCALE STAINLESS STEEL GALVANIZED SHEET METAL EXHAUST GRILLE CEILING DIFFUSER RETURN AIR GRILLE VENT THROUGH ROOF ACCESS PANEL SUPPLY AIR RETURN AIR EXHAUST AIR tom= ;/'tt 7a DAVID A. CLARK ARCHITECTS PL await City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206433 -0179 New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 DsAN sY: KS a w GCH 1/8/03 r 65 5I DER - BYERS 180 Nickerson, S+s11e R304 Seattle. Washington 98109 p 2062852966 Faoc 206285.1045 imorr 1Tr.k to HVAC SCHEDULES NOTES AND LEGEND N/A war w M -101 2S3.fL.11677 FAX. 253.134.711% ON 91111131- COAL IIQlfl SMV1m 1E17 ,14 rtc: PER.- . �,,-. PROVIDE GS AND SLEEVE FAN. NOTES- DRYER VENT CAP, 12" ABOVE GRADE, PRO BACKDRAFT ELEC. 14TR. I EI-1-2 FURNISHED Sr M.C. INSTAL 1 FD BY EC. EM-3 ELEC. 14TR. FURNISHED BY M.C. INSTAL LFD BY EC. 1' r EF-I PROVIDE PROTECT I VE GUARD CONDEN5iNfi UN T Si-ALL BE INSTAL 1 FD ON 4" CONCRE7E F. CONCRETE PAD B ; I - • LV-3 NNN D.LTIjORK BELOW TRUSSES AND RC& PRO\ i" iNSUL. PER SPECS. DUC.7..rC'.!`". BE - RUSSES AND ABOVE R' 'NSGL__. PER SPECS C MEET 4; BilLaNG • 14)(14 UP N SOIT PROV 1 DE I RG-6 CN TOP, EELGkii CEILING FACING NE 24* O.A.I. - / ELEC I E.4-I 1 FL2PRN ! M0. .N5 T ALLED EY c. 20X20 DN Lv 9 f SEE ARCH. ELEVATIONS DRAUINCI 4-201 IATERLOCK EF-4 110 ..... SUPPORTED FROM WALL --- NOMMIN■R_M=MM IMMUNE PRO S40# RG-4 I S T 1" VENT U :1 THROUGH R 24X12 W/LINER i-M30 INSTALL AS HIG1-1 AS POSSIBLE SUPPORT FROM WALL 1 2XI2 36x 10 (TYP. OF 4) F-I tei-sot 3" FE, CbfibitTION AIR INTAKE UP PROVIDE CONCENTRIC ADAPTOR FOR BOTH INTAKE 4 VENT. RG-3 ON WALL BOTTOM 010-6" A.F.F. BOTTOM 12' 2" A.F.F. 14X12 CD-3 500 (TYP. OF 6) 16Xi2 18X 10 18X 18 RG-5 ,, Sr . - IMMIY 1MM • IMMO NO IMMO =MP 41•4 4111••• olo 0IIMI• RG-51 ICTYP.OF 2) 0 .146 0.14.110 410111.0 011P NMI .0114 41141M 01”11111V 0601M04•0 nown0 4 a■alm. ■1"400 00 111” MAIM 0 14 , MINO 411,111114116. Min NI0 MED M. INFO ■•0 0 •0 0111111. MINIM MP 4=1111 MI MN 1 I I 1 I I lo.111111110 RG-2 215 I4x14 UP 1N SOFFIT PROVIDE ON TOP, 6- BELOW CEILING Ft.r.ING NE I RG-6 1 AIR DOOR FOR RITURE NOT IN T1415 CONTRACT 10X 10 450 SEE ENLIARCF-D PLAN *-M3C: so OUTSIDE SEATAG AIR DOOR FOR FUTURE NOT IN TI-115 CONTRACT 6 r TYP. FOR 6 FLOOR PLAN HVAC SCALE: 1/8"e1'-0* -- C -- COVT DINING 12. AIR DOOR FOR FUTURE NOT IN THIS CONTRACT 100 10* COVE.) DINING 4 [;) I CD-2 210 rip. FOR 6 SEE ENLARGED KITCHEN PLAN --\\ 1-M202 24x18 RELIEF DUCT DN TO RG-4 (TYP. OF 2) Lj 20 (2 EA) 1 2 RG-5 1 264 DN TO REuEFE6RILLE PAr --26X26 COIN tH BALANCED BACK DRAFT DAMPER MAX. PRESSURE DROP 0.01" G.C. TO PROVIDE ACCESS PANEL N CEDING • 14 Fl FVATION5 A-201 ACT LOCATION MIS IS 411111. ■I• .■•0 0■I0 ..1■1•11014.73111 -- 1111 - 1 4)• 041-- SEE AR04. Fl FVATIONS DRAWING A-201 FOR EXACT LOCATION A t ZIPS .111 , • „ Oral& City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206-433-0179 Now, New Foster Golf links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 DRAWN BY: KS 0111001)INY: GCH 1/8/03 INEV1200Er SI DER BYERS 180 Peckerson, Suite 1304 Sealie. Washing1on 96109 P 2062852966 Fax 206285_1045 FLOOR PLAN - HVAC 1 r-ON 1 NC20 1 IIGHTI MERMEN i • • 3 7 r " C4P --- :L t 1,„ ••-•••,,i• - tetil•••- --.••••-••• •-• • -1161, ROOF PLAN HVAC SCALE IflesitT-0 Ew •IMI•a•ral•••••••••: • 0 • • F • • IEFI ••=s•wh' EN TO I-100D 20xI6 UP TO 2 20x10 DN TO 16X10 16x10 MAKE UP DN TO TYPE-I 18x10 DN T 18x 10 20. 11111111 12x10 MAKE UP DN TO TYPE-I HOOD 14x10 I8x14 UP TO r EF 10 ■ ••• 111•••••••••=a0r= BREAKFAST BAR AREA (N1C) N L _ / BY KI TC. z e- 1 30x10 MAKE U DN • • MIL•1[71•1,. • --- •Mowse•aani MIL -- - -••-■ ••• - LOUNGE_ • a - HALL EXHAUST DUCT UP IN CHIMINEY, COORDINATE W/ G.0 FOR LOCATION 30x10 MAKE UP DN TO TYPE-I 1400D \ ---_____[ . •.::,_L SCALE: 1/4 '\ I I4X6 DUCT COLLAR5 TYP.OF 2 D/W HOOD EF HANG FROM TRUSSES W/ 16X10 DUCT BELQU AND 16X10 UP THROUGH ROOF CAP pR• IDE ALL ALUMINUM DUCTWORK pRo,' IDE TRANSITIONS AND FLEX CONNECTION AT INLET AND OUTLET ENLARGED KITCHEN PLAN - HVAC 0 BOTTOM 0210•-6" ABOVE A.F.F. X36X3CTT41 PLENUM or 20. RELIEF DUCT (2 EA) FLAG NOTE ---MAKE UP AIR UNIT BY KITCHEN ONTRACTOR GAS FLUE 20X20 COUNTER BALANCED PROvIDE TRANSITION 45 NECESSARY BACK DRAFT DAMPER MAX. PRESSURE DROP 0.01" PER MFR. RECOMMENDATIONS PROVIDE PVC CONDUIT FOR BURIED REFRUERANT PIPING REFRIGERANT LINES SIZE GREASE DUCT SHALL BE WRAPPED W/ 114R. FIRE RESISTIvE ENCLOSURE SEE DETAIL 3-M302 2 0 3- 1-1-• COORDINATE FLASHING AROUND DUCT W/ GC. FLASHING BY G.C. 30X24 DN TRANSITION TO I6X36, CONNECT TO MAKE UP AIR UNIT MAKE UP AIR UNIT BY -=.:7 CONTRACTOR COORDINATE EXACT LOCATION PROVIDE INSULATION PER SPECS. SUSPENDED FROM TRUSSES SEE DETAIL 3/M302. COORDINATE W/ KITCHEN CONTRACTOR FOR DUCT CONNECTION TO THE FAN AND 1400D. PROvIDE ALL NECESSARY TRANSITIONS AND WRAPPING AT FAN CONNECTION OWNER WU_ ENTERTAIN 4DDITIONAL COST DUE TO LACK OF COORDINATION BETWEEN MECHANICAL AND KITCHEN CONTRACTORS I =PEE' III% Ile DAVID A. CLARK ARCHITECTS PL 0101111b City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206-433-0179 111010C1r: New Foster Golf l inks Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 MAIM gr., KS CHN3C0)0(7. GCH 1/8/03 JUIVISONIg N 18031-71,7 Maillern FAX. 253.1154.7/911 CH1TECTS.COM MOM 101111111110 CT" - Fr? SIDER - BYERS 180 Nickerson. Se n04 Seems. Wigton 98109 Phone: 2052852966 Far 206.285.1045 iserrrnik ENLARGED KITCHEN PLAN & ROOF PLAN HVAC susas AS NOTED M-202 - _ --- -MS • it 20X20 DN W /TRANS. T Nox2C (C • s COIL OUTLET 34Xi 18)(22 DN W /TRANS. TO 36x20 (CO OLIN COIL OUTLET ;.. 5" m CO AND FURNACES INSTALLED 0 IRON SUPPORTS, SIMILA' F- 34F-6, SEE SECTION 2/ 5 "+ COMB. AIR MD FLUE PIPE FROM REF. PIPING TO CC -2 ,;- DOMESTIC tiJA-TER- -_. NEATER SEE PLUMBING 30X24 BELOW -�-� 18X2. D!1 . _: W TO 30X14 30X24 O.A.I. IN DORMS '"t B. A' E (TYP.) TO - f -4 .O 1 M301 18x22 is iso Is 18 18 DN W /TRA 24X12 I8x22 BELOW ZE REF. PIPING PE COMMNEDATIONS ( REF. PIPIN UP AND Dr �IlI (TYP.) 8 M301 FLUE iNL) COME.: IF' !NT A CE PIPE`? UP T -4FQbT -1 ROOF WI COM6►N4 ICON VFNT K ! t. SEE ROOF PLAN ON M202 FOR' E> ACT ROOF PENETRATiCN L .CCATiON (T / "P. OF L f CU - 2 I NOTE= DO NOT RUN DUCTWORK OR PIPING ABOVE FI FC PANELS TOP OF Ti-E TRIM I" DUCT LINER (TYP) 22 x22 SUPPLY 5 COMB AIR INTAKE AND FLUE PIPE TO MECHANICAL ROOM FLEx. CONN. F - 2 CC NCRi r BY af Y M ^ ` ~� �`� �� • 1 ' v IIIIItIuIu,111I1M W T. & 20x20 nN w , ; R.' NS. TO 0)14 CU 1 c4 20x20 I Cu-6 } I LV -I IN GABLE, SEE ARCH. ELEVATIONS FOR EXACT LOCATION ENLARGED PLAN 1/4' =1' -0" 4,42. - . RETURN AIR GRILLE 9' CEILING OVER VESTIBULE 0'' 10x6 SPRINKLER MAIN 4 PLUMBING PIPING S PLU`1Bi'vG DWGS '`, TYPE - FLUE VENT SEE M202 FOR ROOF CAP LOCATION L- CU-4 I { CU -5 I 42" SERVICE CLEARENCE IN FRONT OF EACH UNIT w S . TO -� URN MFR. P.) TO IN WALL FOR WH-2 SHEET METAL SCREWS. CAULK AND SEAL ALL (TYP.) CONTINUOUS RUBBER IN SHEAR ISOLATION PADS r WALE ROSIE NOTE: 5" FLUE AND COMBUSTION AR PIPES PIPES. r 1AXIMUM LENGTH 40 FT FOR F -3, F -4, F -5, AND F -6. MAXIMUM LENGTH 50 FT FOR F -2 DEDUCT 8FT FOR EACH 9(0 DEGREE ELBOW PROVIDE CONCENTRIC ADAPTER BELOW ROOF. SEE DETAIL 1 -M3O1 BOTTOM OF TRUSSES 1 (111 I 1 . 1 111 111 NOTE= itvSt�LG� --, .SS ❖eSS•.SSSS•.S'•%•:%'�"L�i'►S a :x•11' 1 • ti 1 ti ti ti 1_.��.� :�,- ►;►:sue a� .��s:►�;� ?:���?�; �} r DUG t • J 1` I" DUCT LINER (TYP.) 30X24 O.A.I. 2 M301 DUCT SHALL BE WRAPPED EXTERNALLY AS PER T SPECIFICAT!OMS. BOTTOM OF TRUSS CAD 5/3 cIYP 4∎F; FLEX. CONN. I CC -6 SET FURNACE ON I- 1 /2 "XI -1 /2 "X 1/4" STEEL FRAME, WELDED 2" - 22 GAGE SHEET METAL STRAP BOTH SIDES. HOR STRAP INTO STUD WALL WITH 2 - #10 X 1 1/2" CADMIUM PLATED SCREWS. SEISMIC BRACING & VIBRATION ISOLATION OF FURNACE DETAIL 1 3IX16 MIXED AIR UP INTO UNIT SECTION 1/4'•1' -0" t --'.--1./4" ...` DUCT STRAP HANGER DETAIL EXTERNAL INSUL. 1 PEA FA Pi. T. Mal M.T.S. 30X24 O.A.I. IN DORMER BEHI 20X20 SUPPLY 20X20 RETURN I F -3 I t 12" MN. COMBUST AIR INLET (REZNOR) FLASHING BY G.C. - COORDINATE W /G.C. SLOPED ROOF fp NO SCALE 5" DIA. FLUE EXHAUST PIPE TYPICAL DIFFUSER 16X16 OUTSIDE AIR W/ MOTORIZED DAMPER 2" PVC FLUE PIPE UP THROUGH ROOF 3" PVC COMB. AIR INTAKE PIPE UP TIROUGI- ROOF { FLEX. CONN. 1/4 " =1' 18" MIN. I � -$-r -16X16 RETURN W/ ; MOTORIZED DAMPER SECTION EXHAUST I tNMINAL (REZNOR) 26G.A. 14' CEILING -F.1- 24X24X24 PLENUM I1'-6" CEILING �-- FLEX. C ONN. { CC RUN CONDENSATE DRAINS TO FLOOR DRAIN SET FURNACE ON I- I /2 "XI -1 /2 "x 1/4" STEEL FRAME, WELDED 5 4 26 G.A. SEAL WITH HIGH TEMPERATURE SILICONE RUBBER SEALANT SUPPLIED WIN KIT. 24 GA. COMBINATION COMBUSTION AIR AND FLUE PIPE CONCENTRIC ADAPTER (REZNOR) 5" DIA. COMBUSTION AIR PIPE. NOT HANG UNITS WITH PIPE HANGERS INTO SUPPORT TIMBER IN ROOF TRUSSES VENT AND COMBUSTION AIR ROOF PENETRATION DETAIL YAC' IUM BREAKER TO ATMOSPHERE FURNACE CONDENSATE DRAIN COOLING COIL CONDENSATE DRAIN DR CONDENSATE DRAIN 4 TRAP DETAIL M301 SCALE: NONE NOTE: DO NOT RUN CONDENSATE DRAIN IN FRONT OF FURNACE. THIS WILL ALLOW ACCESS TO FURNACE COMPONENTS AND FILTERS. COOLING COIL CABINET (TYPICAL) COOLING COIL CONNECT FURNACE ( TYPCAL) COOLING COIL CONDENSATE DRAIN CONDENSATE DRAIN TRAP P0f# 0402- SUPPLY DUCT VOLUME DAMPER N.T.S. .EX T. • CEN I tk SUPPLY DUCT IN PLENUM • t• 1 TRANSFER GRILLE ASSEMBLY PLENUM SIDEWALL SUPPLY GRILLE ,- WALL ---- SIDEWALL SUPPLY GRILLE ..7;. A/ r � CEO` NCI: dig _� C "':1 I $1011113 ZAPS I* DAVID A. CLARK ARCHITECTS PL City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206- 433 -0179 PIROJECT New Foster Golf finks Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 DRAW ■T: KS CHMOUID .Y: GCH 1/8/03 lUIVISICse 1 / pw_ I ' -0 w ..p..h..w M -301 . PAL MAMMA ( CTS.00Y 111111ERVm F E E r h SIDER - BYERS X 180 Nickerson, '� #304 Seattle. Washington 98109 2062852986 Fax 206285.1045 SECTIONS & DETAILS - HVAC I • SEQHE F Or OPERP.' Ir)r. I GA'S FURN :`:.E F - -- I SEVEN -DA Pk . AMA. "A •E Rf';)M THERMOSTAT PROVIDE STAGED HEAR i NC; . COOLING VENT 1 LA T I ON AL; OM A I i C CHANGEOVER , FAN CONTROL AND N I GNT SETBACK. FAN LL'NS COQ. - I rN.'OUA Y DUF NG OCCUPIED HOUR'_.. OUT S I DF AIR DAMPER SHALL BE MIN : ',_!M BUTS I DE A P POSIT ON DURING OCCUPIED HOURS GAS VAc_.VE SHALL OPEN MEET 70F (AD,_' ) ZONE HEAT ! NO TKEMPERAT4JRE SETPOINT COMPRESSORS SHALL BE CYCLE TO V: T 75. , J ) ZONE COOLING TEMPO =PA TUBE SET POINT. DURINC UNOCCUPIED HOURS, FAN SHALL BE GENERALLY OF AND OUTSIDE AIR DAMPERS SHALL BF CLOSED I F THE ZONE TEMPERATURE UROP BELOW 60F (ADJ) UNOCCUPIED SET PO ; NT , FAN SHALL CYLCE WITH FULL GAS HEATING TC MAINTAIN UNOCCUPIED HEAT SET POINT FAN SHALL STOP AND SEND ALARM IF SUPPLY TEMPERATURE DROPS BELOW 4C F II. GAS, FURNAC EO F-2, F-3, F - -4 , F -5 AND F--S SEVEN-DAY PROGRAMMABLE ROOM THERMOSTAT PROVIDE STALED HEATING, COOLING VENTILATION, AUTOMATIC CHANGEOVER, FAN CONTROL NIGHT SETBACK, MODULATING VENTILATION CONTROL IN RESPONSE TO CO2 SENSORS, ECONOMIZER CONTROLS, AUTOMATIC CHANGEOVER, FAN CONTROL AND NIGHT SETBACK DURING OCCUPIED HOURS FANS RUN CONTINUOUSLY WITH OUTSIDE AIR DAMPERS MODULATED AS DESCR I EEC: BELOW. WHEN SPACE CALLS FOR HEAT GAS HEATING SHALL BE STAGED TO MEET ZONE HEATING SET POINT. WHEN SPACE CALL FOR COOLING HEATING WILL RE DISABLED AND OUTDOOR CONDENSING UNITS CYCLE TO MEET ZONE COOLING SET k'OINT. DURING UNOCCUPIED MODE OUTSIDE AIR DAMPERS CLOSE AND FAN IS GENERALLY OFF. WHEN ZONE TEMPERATURE DROPS BELOW UNOCCUPIED ZONE TEMPERATURE SET POINT FANS START AND GAS HEATING STAGED TO MEET ZONE MINIMUM TEMPERATURE. ECONOMIZER /CO2 SEQUENCE UNITS SHALL BE EQUIPPED WITH HONEYWELL W7 ?15 B OR APPROVED EQUAL ENHANCED ECONOMIZER MODULE. OUTSIDE AIR AND RETURN AIR DAMPERS SHALL BE FURNISHED WITH HONEYWELL M7415 DAMPER ACTUATORS FOR ECONOMIZER AND VENTILATION CONTROLS. OUTSIDE AIR DAMPER SHALL BE OPENED FROM 0% TO MIN. OUTSIDE AIR POSITION TO LIMIT INDOOR CO2 LEVEL AT A MAXIMUM OF 44OPPM RELATIVE TO OUTSIDE WHEN THE OUTSIDE AIR TEMPERATURE IS BETWEEN 55 F AND 75 F AND SPACE CALL FOR HEAT THE ECONOMIZER CONTROLS SHALL OVERRIDE CO2 SEQUENCE AND OPEN OUTSIDE AIR DAMPER UP TO 100 %. CHANGEOVER FROM MECHANICAL COOLING TO ECONOMIZER SHALL BE FULLY AUTOMATIC. ECONOMIZERS SHALL BE INTERGRATED TYPE CAPABLE OF SIMULTANEOUS COMPRESSOR AND ECONOMIZER OPERATION. III. AIR HANDLING UNIT AHU -7 AND HEAT FIJMP HP-7: SEVEN -DAY PROGRAMMABLE ROOM THERMOSTAT PROVIDE STAGED HEATING, COOLING VENTILATION, AUTOMATIC CHANGEOVER, FAN CONTROL AND NIGHT SETBACK. FAN RUNS CONTINUOUSLY DURING OCCUPIED HOURS. DAMPER SHALL BE AT MINIMUM OUTSIDE AIR POSITION DURING OCCUPIED HOURS. UNIT SHALL RUN IN HEATING MODE TO MEET 70F (ADJ.) ZONE HEATING TEMPERATURE SETPOINT. UNIT SHALL RUN IN COOLING MODE AND COMPRESSORS SHALL BE CYCLED TO MEET 75F (ADJ.) ZONE COOLING TEMPERATURE SET POINT. DURING UNOCCUPIED HOURS, FAN SHALL BE GENERALLY OFF AND OUTSIDE AIR DAMPERS SHALL BE CLOSED. iF THE ZONE TEMPERATURE DROPS BELOW 60F (ADJ) UNOCCUPIED SETPOINT, FAN SHALL CYLCE WITH UNIT IN HEATING MODE TO MAINTAIN UNOCCUPIED HEATING SET POINT. FAN SHALL STOP AND SEND ALARM IF SUPPLY TEMPERATURE DROPS BELOW 40F. ECONOMIZER OPERATION OUTSIDE AIR DAMPERS SHALL BE FURNISHED WITH M7459A1001 ECONOMIZER CONTROLLERS. RETURN AIR DAMPERS SHALL BE FURNISHED WITH M8415A ACTUATORS. ECONOMIZER CONTROLS SHALL FROV I DE 100% OUTS ' DE AIR, CHANGEOVER FROM MECHANICAL COOLING T O ECONOMIZER SHALL BE FULLY AUTOMATIC. ECONOMIZERS SHALL BE i NTERCRATED T PE CAPABLE OF S MuLTANEOUS COMPRESSOR AND ECONOMIZER OPERATION V . EXHAUST FANS SEE EXHAUST RAN SCHEDULE V. :+( T,JrEN Sr $ 1 EM SEE 1' TCHc 7.7.0 ! Pm; L rr N S O -500-50 A K ' T '- SSDE C : E + CA I IONS . ME. - .A_ ,_ .E^ __ CA_ CCOPD ' NA I I OON V C •-i E F DLL n \ �. Y ,,; ..i r' h A _ 1iA N T S CONS,D RED TO E'_ UNDER D' V' S, rA. 1 6 A. LL ",,�.`� � ..,` �:�_�.� 1WER SOUR E A ' Tr E'l'J I PME % (� L Cr F :C!! : - •v�i�' - C� ^.`? -- I ER ! ST C``� 4 .R I 1 I C% ��1 L L M O S ^ Y C L 1i '. _ + i . _ L I .'_ D' . SC : rAr : ^' ` S J 1 E sS • ti.. v ✓ C E ... .. S E r FRN - ; r - I I �, _ - LL ,•- i ► S- ' E El c_r rE , E - Imo, i ' " .. J.--. ~r_ CO . S C.. -•E M-lam. a _ ~ `-' ST -... r. AN f . ~ LA 1 S . • .r .� •!_'.... »� C - • _ tir ►^ - . • 2 ,� E C T ``ice �.' _ �- I � :. L' .... v - a _ a.r DP Lr r `C -: _ �,. _' ^� �. ^ a�1 Llr_ -: _ ,�a• ` - C _ - _ - ■'*S SEQUENCE OF OPERATION 'M ■ ` .:+ � .... i<� `. • t. . " j, : : EcT -`• E_ = '�= .: • • � _--�' r. ' - -- 1r= -!--.1% _ y - • _ - ^ ` - r. _ .. .r ._ U ._ a•'.,, AT TO r,. 22 GA. FLASHING AT SHAFT 22 GA_ S.S. INFILL PANELS TO MATCH HOOD PUc,. SENSOR ( PAMPER OVERRIDE) —O.A. SENSOR L NONEYUJELL CONTROLLER ____� L CONTROLLER 120v. POWER RY Dv. le N . T. S. ROOF CURB FURNISHED BY KITCHEN CONTRACTOR INSTALLED BY r .C. Al HEAT AO r L__ 12" MIN. N.T.S. • Al r A0 J AO KITCHEN +-- BY K!TC+4EN CON ; RACT0 . SEE KITCr-tEN DRAJINGS CsREASE DUCT SEE M -202 FOR SIZE CEILING RA DAMPERS 002 SENSOR, VENTILATION O ONTRCI CONTROL DIAGRAM FOR FURNACES (TYP. FOR F- 2,3,4,5,6) EXHAUST FAN BY KITCHEN CONTRACTOR SM WEATHER HOOD POINT OF CONNECTION FOR Dlv 15 ROOF PEAK f ROOF GREASE DUCT 4FIRE WRAPPING FURNISHED AND INSTALLED BY Div 15 SEE M -202 FOR SIDE I HR. ENCLOSURE, "FYREJJRAP" OR APPROVED EQUAL SEE NOTE 9 POINT OF CONNECTION FOR Div 15 TYPE -1 KITCHEN EXHAUST (TYPICAL) INDOOR SENSOR GENERAL NOTES FOR GREASE EXHAUST SYSTEM FOR KITCHEN 1. EXHAUST DUCT SHALL BE CONSTRUCTED OF NOT L ESS THAN 0.955 !NCH (NO. 16 MANUFACTURER'S STANDARD GAUGE) STEEL OR STAINLESS STEEL NOT LIGHTER THAN NO. 18 MANUFACTURER'S STANDARD GAUGE. 2. ALL JOINTS AND SEAMS SHALL BE MADE WITH CONTINUOUS LIQUID TIGHT WELD OR BRAZE MADE ON EXTERNAL SURFACE OF THE DUCT SYSTEM. 3. DUCT SYSTEM SHALL BE SO CONSTRUCTED AND INSTALLED THAT GREASE CANNOT BECOME POCKETED IN ANY PORTION THEREOF, AND THE SYSTEM SHALL SLOPE NOT LESS THAN 1 /4 INCH PER LINEAR FOOT TOWARDS THE HOOD. WHERE HORIZONTAL DUCTS EXCEED 75 FEET IN LENGTH, THE SLOPE SHALL NOT BE LESS THAN 1 INCH PER LINEAR FOOT. 4. ANY PORTION HAVING SECTIONS INACCESSIBLE FROM THE DUCT E' OR DISCHARGE SHALL BE PROVIDED ADEQUATE CLEANOUT OPENINGS CLEANOUT OPENINGS SHALL BE EQUIPPED WITH TIGHT FITTING DOORS CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN THAT REQUIRED FOR THE DUCT. DOORS SHALL BE EQUIPPED WITH A SUBSTANTIAL METHOD OF LATCHING, SUFFICIENT TO HOLD THE DUCT TIGHTLY CLOSED_ CLEANOUTS SHALL BE INSTALLED EVERY 20 FEET AND EVERY CHANGE IN DIRECTION AS A MINIMUM. 5. DUCT SYSTEM SHALL BE CLOSED IN TWO HOUR FIRE RESISTIVE CONSTRUCTION. THE DUCT ENCLOSURE SHALL BE SEALED AROUND THE DUCT AT THE POINT OF PENETRATION AND VENTED TO THE EXTERIOR THROUGH WEATHER PROTECTED OPENINGS. 6. DUCT SYSTEM SHALL BE SIZED FOR A MINIMUM v'ELOCITI OF ' 530 FEET PER MINUTE AND MAXIMUM VELOCITY OF 2500 FEET PER MINUTE. DUCT SYSTEM SHALL NOT CONTAIN FIRE DAMPERS, BAL LACING DAMPERS OP TURNING VANES. 8. WHERE REQUIRED BY LOCAL AUTHORITIES HAVIN,.0 JIURISD W TTION, DUC T SYSTEM SHALL BE FIRE SPRINKLERED. ALL EXHAUST DUCT SHALL BE WRAPPED `ROM THE POINT IT DENETR.ATES THE CEILING UP TO ROOF PENETRATION. WRAPP NG SHALL MEET URIC. WRAPPING SHALL BE "FYREWRA.P" OR APPROVES EQUAL WITH UL LIST GS. PROVIDE ACCESS PANELS ON WRAPPING AT EACH DIREC T ION CHANGE AND WHERE THERE IS AN ACCESS PANEL ON DUCT. 1 • oirt#2,--- • DAVID A. CLARK AR •, PLl 11113f -7t17 2SL SAIT1 PAZ 251.!64,.71!1 COM IRESSEVED City of Tukwila 13900 Interurban ave. So. Tukwila, WA 98168 206 -433 -0179 estigscr. New Foster Golf T inks Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 c.A 1 KS CIIICEND n: GCH DATE 1/8/03 FE3 0 Y �r ' i1L,; 6 SI DER - BYERS 180 Nickeison, S ile W0r4 SeeMe. / . n Phone: 206..1.852966 Fauc 206285.1045 sort T-.a DETAILS, CO T ROrr,S SEQUENCE OF OP. HVAC N.T.S. PIECE Inn! VI -302 • WIRING SYMBOL DESCRIPTION [7 GOND!,IT CONCEALED IN CEILING OR WALL LINE WEIGHT E SWITCH TOP TJ BOTTOM ■ NEW EXISTING TO REMAIN CONDUIT CONCEALED IN FLOOR. U NDER GRADE. ROUTED IN :,EILING SPACE OF FLOOR BELOW LINE WEIGHT TOP TO BOTTOM. NEW, EXISTING TC REMAIN CONDUIT EXPOSED LINE WEIGHT TOP TO BOTTOM. NEW EXISTING TO REMAIN EXISTING CONDUIT b WIRING TO BE REMOVED TELEPHONE SYSTEM CONDUIT MEDIUM VOLTAGE CONDUIT LOW VOLTAGE CONDUCTORS 3ROUNDING GRID OR CONDUCTORS STROKES INDICATE QUANTI fY OF 012 AWG CONDUCTORS UON NOTE NOT ALL HARING IS SHOWN ON DRAWING SMOKE SENSOR. DUCT MOUN'FO, WITH SAMPLING TUBES. CONTRACTOR SHALL SCHEDULE OR STANDARD WIRING PRACTICES FOR BRANCH CIRCUITS GROUND RELAY COIL HOT TRANSIENT VOLTAGE SURGE SUPPRESSER GROUND ISOLATED r NEUTRAL NORMALLY OPEN PUSH BUTTON HOME RUN TO INDICATED DESTINATION, 3/4 MIN UON CONDUIT RUN TURNED UP THROUGH FLOOR OR CEILING ® r r CORE AS REQUIRED METER: KILOWATT HOUR CONDUIT STUBBED OUT AT LOCATION SHOWN. PROVIDED UTILITY CO APPROVED SOCKET WITH METER INSTALLED INSULATED BUSHING & PULLROPE. TELEPHONE/DATA SLEEVE THROUGH WALL. ABOVE CEILING. EXTEND TO ACCESSIBLE LOCATION BOTH SIDES. TERMINATE WITH BUSHINGS. (1) , 1/4' CO LION. COORDINATE LOCATIONS MATH CABLE INSTALLER(S) PRIOR TO ROUGH -IN. CIRCUIT BREAKER. MEDIUM VOLTAGE, DRAAQUT CABLE TRAY GROUND FAULT TRIP UNIT JUNCTION BOXES WALL, CEILING AND FLUSH FLOOR MOUNTED 4' SQ. BOX, UON. PULL BOX. MIN SIZE PER NEC., LION FLEXIBLE CONDUIT CONNECTION GROUND ROD CONNECTION GROUND ROD CON'I*CTKON WITH TEST WELL BOX LIGHII /1 %G SYSTEM AIR TERMINAL UNDERGROUND PULLBOXNAULT HAN DHOLE DIAGRAMS SYMBOL DESCRIPTION [7 HAND/OFF /AUTO SWITCH E SWITCH FIRE ALARM REMOTE ANNUNCIATOR DATA OUTLET - WALL OVERLOADS FIRE ALARM SYSTEM MANUAL PULL STATION. WALL NORMALLY CLOSED CONTACTOR OR RELAY CONTACTS SPEAKER - CEILING, WALL MOUNTED NORMALLY OPEN CONTACTOR OR RELAY CONTACTS COMBINATION SPEAKER/STROBE. WALL MOUNTED BUS DUCT SPRINKLER VALVE TAMPER SWITCH LOCATION BUS BAR SMOKE DETECTOR. CEIL.Pol OR PLENUM MOUNTED BATTERY (GENERAL) SMOKE SENSOR. DUCT MOUN'FO, WITH SAMPLING TUBES. CONNECTOR, FEMALE AND MALE RESPECTIVELY ELECTROMAGNETIC DOOR HOLDER. WALL MOUNTED CONTACTOR COIL RELAY COIL LIGHTING CONTROL PANEL TRANSIENT VOLTAGE SURGE SUPPRESSER CURRENT TRANSFORMER POTENTIAL TRANSFORMER LIGHT (LIGHT, SIGNAL LIGHT, INDICATOR LAMP STROBE) NORMALLY OPEN PUSH BUTTON FIXED TEMPERATURE TYPE, OLIN NORMALLY CLOSED PUSH BUTTON ® r r METER: POWER FACTOR METER: KILOWATT HOUR METER: COMBINATION KILOWATT HOUR/KVAR METER UTILITY CO APPROVED SOCKET WITH METER INSTALLED DELTA CONNECTION GROUND WYE CONNECTOR CONNECTION TO GROUND CIRCUIT BREAKER XXX • AMPACITY V * POLES FUSED SWITCH. WITH FUSE AND SIAITCH AMPERE RATING CIRCUIT BREAKER. MEDIUM VOLTAGE, DRAAQUT DRAWMDUT CIRCUIT BREAKER GROUND FAULT TRIP UNIT KEY INTERLOCK CAPACITOR, POWER FACTOR CORRECTION. S¢E IN KVAR MOTOR - GENERATOR SOLENOID FIRE ALARM SYSTEM SYMBOL DESCRIPTION [7 FIRE ALARM CONTROL PANEL E COMBO TELEPHONE/DATA OUTLET - WALL FIRE ALARM REMOTE ANNUNCIATOR DATA OUTLET - WALL ©BEr ®OD0a®m FIRE ALARM SYSTEM MANUAL PULL STATION. WALL MOUNTED SPEAKER - CEILING, WALL MOUNTED STROBE, WALL MOUNTED (X • CANDELA RATING) COMBINATION SPEAKER/STROBE. WALL MOUNTED (X' CANDELA RATING) SPRINKLER VALVE TAMPER SWITCH LOCATION SPRINKLER FLOW SV1 T ^.H CONNECTION SMOKE DETECTOR. CEIL.Pol OR PLENUM MOUNTED PHOTOELECTRIC TYPE LION SMOKE SENSOR. DUCT MOUN'FO, WITH SAMPLING TUBES. PHOTOELECTRIC TYPE LION ELECTROMAGNETIC DOOR HOLDER. WALL MOUNTED FIREMAN'$ PHONE JACK. WALL MOUNTED FIREMAN'S PHONE HAND SET, MALL MOUNTED LIGHTING CONTROL PANEL fPR CONNECTION TO COMBINATION FIREISMOKE DAR LIGHTING CONTROL STATION FLAME DETECTOR (FLICKER DETECTOR) LIGHT (LIGHT, SIGNAL LIGHT, INDICATOR LAMP STROBE) HEAT DETECTOR, CEILING MOUNTED. RATE OF RISE AND FIXED TEMPERATURE TYPE, OLIN HEAT DETECTOR - FIXED TEMP ONLY HEAT DETECTOR - RATE OF RISE ONLY LIGHTING SYMBOL DESCRIPTION [7 FLUORESCENT RECESSED LUMINAIRE (REFER TO LUMINAIRE SCHEDULE FOR TYPE) FLUORESCENT SURFACE - MOUNTED LUMINAIRE (REFER TO LUMINAIRE SCHEDULE) SHADING OF ANY LUMINAIRE INDICATES FIXTURE SUPPLIED WITH EMERGENCY BALLAST HID FIXTURE DOWN LIGHT • SURFACE. RECESSED CEILING MOUNT FLOOR OR GRADE MOUNTED FIXTURE WALL WASH - SURFACE RECESSED CEILING MOUNT TRACK LIGHTING WITH HEADS AS INDICATED FLUORESCENT STRIPLIGHT - POWER FEED SECTION, FEED THOUGH SECTION, LENGTH AS SHOWN DIRECTIONAL HID FIXTURE ADA APPROVED WALL SCONCE ILLUMINATED EXIT SIGN, SHADED QUADRANT INDICATES FACES ARROW AS SHOWN POLE MOUNTED LUMINAIRE 'FOOT INDICATES WALL MOUNTED LUMINAIRE FIXTURE TYPE IDENTIFICATION DESIGNATION BATTERY POWER EMERGENCY UNIT EQUIPMENT (SEE SCHEDULE FOR QUANTITY OF HEADS) - WALL. CEILING MOUNTED REMOTE HEAD OPTICAL SENSOR AND REFLECTOR E COMBO TELEPHONE/DATA OUTLET - WALL TELEPHONE OUTLET - WALL DATA OUTLET - WALL Dag Zoi t SIGNAL DEVICES SYMBOL DESCRIPTION U 0 0 EQUIPMENT TERMINAL BOARD IT HIGH X WIDTH AS SHOWN, FIRE TREATED COMBO TELEPHONE/DATA OUTLET - WALL TELEPHONE OUTLET - WALL DATA OUTLET - WALL SPEAKER - WALL, CEILING VOLUME CONTROL - WALL BELL BUZZER CHIME SYSTEM CLOCK - WALL. uEIUNG MASTER ANTENNA TV OUTLET AN OUTLET - SEE AN DRAWINGS SWITCHING CONTROLS SYMBOL DESCF IPTION t0 W $ #f� ~� V 0 0 Q� SINGLE POLES ITCH (SUPERSCRIPT DENOTES SIMILARLY MARKED LUMIk:ARIES CONTROLLED TOGETHER) TWO POLE SWITCH THREE WA ' SWITCH FOUR WAY SWITCH KEY OPERATED SWITCH DIMMER SWITCH. NUMBER INDICATES WATTAGE RATING. IF NOT SHOWN 800W MINIMUM SWITCH WITH PILOT (PILOT IS 'ON" WHEN SWITCH IS 'ON) SWITCH WITH PILOT (PILOT IS ''ON" WHEN SWITCH 13 'OFF) TIMER SWITCH WEATHERPROOF SWITCH MOTOR RATED TOGGLE VVTHERMAL OVERLOAD PROTECTION PHOTOCELL TIME CLOCK WALL MOUNTED DUAL LEVEL SWITCHING OCCUPANCY SENSOR EMERGENCY POWER OFF. HEAVY -DUTY OIL TIGHT RED MUSHROOM HEAD PUSH - BUTTON CONNECTED MOTOR SIZE ('MECH' -BY DIVISION /5 T IPI- LIGHTING CONTROL PANEL SIZE AS NOTED OR IF NOT S.) SIZE PER CONNECTED LIGHTING CONTROL STATION DISTRIBUTION & EQUIPMENT SYMBOL ' DESCRIPTION BRANCH CIRCUIT PANELBOARDS, SURFACE AND RECESS MOUNTED 0 C x 11JJ I 0 0 0 �/ M SOLID- 1201208V HATCHED. 277/4801/ TRANSFORMER SERVICE AND+OR DISTRIBUTION EQUIPMENT MOTOR CONNECTION. X - HORSEPOWER (WHERE SHOWN) CONNECTION TO DIV. 15 FURNISHED VARIABLE FREQUENCY DRIVE WITH INTEGRAL DISCONNECT DIV 16 TO INSTALL AA VFD EQUIPMENT DISCONNECT SWITCH. SIZE AS NOTED OR IF NOT SHCIVIN SIZE PER CONNECTED MOTOR SIZE (MECH' -BY DIVISION 15 TYPO. FUSED DISCONNECT SWITCH, SIZE AS NOTED OR IF NOT SHONI+ SIZE PER CONNECTED MOTOR SIZE (MECH -BY DIVISION 15. T. P) DISCONNECT 1M MAGNETIC MOTOR STARTER (CONTRC..LER) OR CONTACTOR. SIZE AS NOTED OR IF NOT SNOMM SQF PER CONNECTED MOTOR SIZE ('MECH' -BY DIVISION /5 T IPI- MAGNET1C MOTOR STARTER ((CCOpN1( OLLER) OR CONTACTOR SIZE AS NOTED OR IF NOT S.) SIZE PER CONNECTED MOTOR SIZE. (1AEC1+' -Br DIVISION IS TYP) SECURITY SYSTEM SYMBOL DESCRIPTION CCTV SECURITY CAMERA DOOR POSITION MONITOR SWITCH INFRARED REQUEST TO EXIT DEVICE - W ALUCEIL'NG MOUNTED . INTERCOM STATION - WALL, DESK MOUNTED. M • MASTER STATION PUSH - BUTTON STATION CARD READER - WALL MOUNTED LOCK ELECTRIC STRIKE MAGNETIC LOCK POVWER TRANSFER HINGE I CCTV J 0 C x 11JJ I 0 0 0 �/ M 0 CR O ELECTRIC a ELECTRIC • SYMBOL e 44 *44 041 ®V O 11 e a POWER DEVICES DESCRIPTION SIMPLEX RECEPTACLE - WALL. CEILING. FLOOR DUPLEX RECEPTACLE - WALL, CEILING, FLOOR DOUBLE DUPLEX RECEPTACLE - WALL. CLG. FLOOR DUPLEX RECEPTACLE AT SPECIAL HEIGHT DOUBLE DUPLEX RECEPTACLE AT SPECIAL HEIGHT DUPLEX RECEPTACLE • WALL - DEDICATED DUPLEX RECEPTACLE • WALL - HALF SWITCHED DUPLEX RECEPTACLE - WALL - ABOVE COUNTER/ BACKSPLA8H. SEE ARCHITECTURAL DRAWINGS DUPLEX RECEPTACLE - WALL - WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE VI WEATHERPROOF COVER SPECIAL PURPOSE RECEPTACLE - WALL . CEILING NEMA CONFIGURATION AS NOTED ELECTRICAL EQUIPMENT CONNECTION PROVIDE #10 AWG NEUTRALS USE LIQUID -TIGHT FLEX FLUSH FLOOR BOX DEVICE - DEVICE TYPES PER SYMBOLS SHOVNN PEDESTAL FLOOR DEVICE - DEVICE TYPES PER SYMBOLS SHOWN TWO -PIECE SURFACE METAL RACEWAY WITH RECEPTACLE AS NOTED. LENGTH AS INDICATED ON THE DRAWINGS AND WITH ALL FITTINGS AS REQUIRED TELE/POWER POLE, POWER POLE POKE THRU UNIT WITH DUPLEX RECEPTACLE • FLUSH. PEDESTAL MOUNTED. POKE THRU UNIT WITH DOUBLE DUPLEX RECEPTACLE FLUSH, PEDESTAL MOUNTED COMBO POKE THRU WITH DUPLEX RECEPTACLE AND TELEPHONE OUTLET - FLUSH. PEDESTAL MOUNTED TWO -PIECE SURFACE METAL RACEWAY WITH RECEPTACLE AT 8' O.C. (LENGTH AS INDICATED) r ELECTRICAL LEGEND ABBREVIATIONS A. AMP AF AFF AFG AL A... AS ATS Aa, AvX AWG BAT BEG CAM C8 CcMN CAT CC C ' C1i DC DM iA. C= Ca"5' Dm* E AMPERES AMPERE (RATED) FUSES ABOVE F)NISNED FLOOR ABOVE FINISHED GRADE ALUMINUM (ALLOY? AUTOMATED LIGHTING CONTROL AMPERE /RATED) SWITCH AUTOMATIC TRANSFER SNITCH AUTOMATIC AUXILIARY AMERICAN HARE GA;iGE BATTERY BELOW FINISH GRADE CONDUIT (C3RC1,;LAR RADEA ' CA/NWT CIRCUIT BREAKER CL:BCC FEET PER MNUTE CPA= rT CE3.-'NG CORM r1 ONLY CURRENT -- RAVGFCWAER COPPER DIRECT CJlREiti OSCiOANEC DIAMEAER D aON DN,STRIB.J - !ON P•IL£ DOI.1l.E ;OLE DOUBLE '{4DVA D d.1BLE POLE S!N:J%.E - -PON CRANING E *SING EF EMT ENCL. EOL EPA EWIC EWAM FA FAA cr; FLA FLEX GEN GFI GNO GRC GRD .'P HZ ES IC A • AON Kvb Ir. • EXHAUST FAN ELECTR METALLIC TUBING ENCLOSURE ENO OF UNE EFFECTIVE PROJECTED AREA ELECTRIC WATER COOLER ELECTRIC WATER HEATER FIRE ALARM FIRE ALARM ANNUNMTOP FOOT CANDLES N D F,;LL LOAD �OADWW L . A PEREES F. EXILE FUSE GENERATOR GROUND FAULT C'RCLN' INTERRUPTER GROW RNC GAL VANED RIGID S"E'EEL CONDUIT NN-GROURNC HORSEPOWER HERTZ 'C` CLES PER SECOND 1L _ L.AINAT.NG E NG- NEE+RRIG INSROE DIAMETER DATED Gr+OUNC M.:JIMOESICEv INTERINED.A METAL OCNDVT AE • OPERATE. TiOLSANO CJIC.AAR MNES meCCIN OL. A:, DNA •.C'.C. +ME'EPEs LCP LIGHT CONTROL PANEL MAX MAXIMUM MCA MINIMUM CIRCUIT AMPS MFR MANUFACTURER MIN MINMIAI MISC MISCELLANEOUS MED MAIN LUGS 7NLY MTD MOUNTED VTR MOTOR -N- NEUTRAL ,GROUPIDED CONDUCTOR) NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE -MEG NEGATIVE NEMA NATIONAL ELECTRICAL MANUFACTURES ASSOC NL MIGHT LIGHT (UNSIVITCHEDI NC NORMALLY OPEN NTS NOT TO SCALE CC ON CENTER CO CLTS*E DIARE'ER OFCJ CANNER FURNISHED COI`NTRAC - OR INSTAL, -EZ OF0N OWNER NER EURRiGNI 011MNEA MSTALLEr OS I7CC ICS SENSOR P POLE PS PL'S+*-91. - T N PENG+ PEAT N IN. PHASE RN. PANE_ • ?06 PC>s• PRI PSI RE-00 /INC RS SEC SPOT SPST SURF SVVBD SIAM TB TOG TDO TEL T!la VON LL N:PS 1.A WI" AN WAIN/ INC VP JUNO • IN A FT PRIMARY PUGET POWER ENERGY REQUIRED RIGID NON ETA i C CORM"' IPVC. RAPID START SECONIOARY SINGLE POLE DOU&E THROW SINGLE POLE SINGLE' R SURF 511rJTCN'B011RD SIRKTCHGEAR TERMNAA. WARD - TIE DELAY C:.OLSJ TIME IELAY OPENING TELEPHONE T`!P4GAL UN3ERNO TERS L.AB UNLESS OT"ERYWE 'AC T E: VNNTERR E POWER SLOv v b XTS VCLT- AnipERES VAR) &E FREQJ'ENC" JINNI NW -TTN IMIE,A-N#NINOc Troll INCHES FEET P �yE r:; 194 REFERENCE SYMBOLS SYMBOL DESCRIPTION SHEET NOTE REFERENCE (FLAG NOTES) FEEDER NOMINAL AMPACITY & TYPE: SEE FEEDER SCHEDULE. KITCHEN EQUIPMENT REFERENCE REFER TO DETAIL NOON DRAWWANG INDICATED NOT ALL DETAIL REFERENCES ARE SHOWN. ALL DETAILS APPLY TO ALL APPLICABLE SITUATIONS, LION. ELEVATION/PHOTO TAG. REFER TO NUMBER AND SHEET INDICATED SECTION TAG REFER TO DETAIL NO. ON DRAWING. NOT AL.L DETAIL REFERENCES ARE SHOWN ALL DETAILS APPLY DEVICE MOUNTING HEIGHTS SPECIAL OUTLET HEGG!1TS ARE SHCAM4 ON THE ELECT. RKJ1L OR ARC!!ITECTLRAL DRAWINGS IF SPECIAL OUTLET HEIGHTS ARE NOT SNOWVN OR REQUIRED. THEN LOCATE OUTLETS AS NOTED BELOW OUTLET MEVOHTS ARE MEASURED FROM THE FRRSNEL' FLOOR TO THE CENTERLINE OF THE OUTLETS UNLESS 0114ERVVISE NOTED RICEpTAN„E WWII'' SWCTC +ES PANEL )SOAR ' TELE (A,,, -DESA TE-E.P.IONEOVIET MALL MRANLA- STA -104 Al. OBLE VtSuAL ANA 4LEYDA r - LARD ▪ '8'NCI4ES VERTICAL ++B INCHES .VERTICAL •T2 INCHES TOP OF PANE.. BOARD .18 ' NC'ES VERTICAL +5• 'NCI'ES VERTICAL L +le 'NC OPE RA".AG OE„OC_ VIE• :R SAN •406 7M • LESS Ti-AN •8[ •4C NC -.ES .'Ea - CA. • / Od •• Eagrwerriw& 1*: ISrtvh -vs.- VMr , OWNER City of Tukwila 13 900 Interurban Ave. So. Tukwila, WA 98168 206- 433 -0179 PROJECT New Foster Golf Links Clubhouse 13 500 Interurban Ave. So. Tukwila, WA 98168 JOB 1701 DRAWN B KDD CHECKED BY EJD C ATE 01/30/03 FIE,YISIC 1 «III- -->F l�Iht \ . \ RI RI \ I \ 11( EL. 253.b13.AR77 FAX. 253.1154.7841M CI IITECIs.COM RIN:.HTS RESERVED U!\ 98031 -7$97 JC Y. c or` 41 • ,C; w L(H)-19 L(H) -21 L(H) -23 L(H) -25 L(H) -33 L(H)-35 L(H )-37 L; L(H )-41 L(1..1 )-2 L9- L' H 1-6 Scaie None 120V 1 20V LIGHTING CONTROL PANEL T1 Lighting Control Diagram E C L LI P LI r- L_. N TYPE ' SIZE I DESCRIPTION AC RECESSED LOW VOLTAGE DOWMJQHT (FLOOD) ACT RECESSED LOW VOLTAGE DOWNRIGHT (SPOT) ACS ! RECESSED LOW VOLTAGE DOINNUGHT (GIMBAL) ACS1 RECESSED LOW VOLTAGE DOWN UGHT (SLOT AP) " AWG3 FLP AP DECORATIVE PEDANT (LOBBYIHOSP1TAUTY) AP1 ! DECORATIVE PENDANT (RE.4'TROOMIBAR) AP2 DECORATIVE PENDANT (MEETING ROOM) FAN / LIGHT APG1 PENDANT LOW VOLTAGE W/ GLASS SHADE (BR!(JBAR) APG2 PENDANT LOW VOLTAGE VW GLASS SHADE (BAR) APG3 PENDANT LOW VOLTAGE W/ GLASS SHADE (HOSTESS STATION) AWG # DECORATIVE WALL SCONCE (MIENS ROOM) AVVG2 DECORATIVE WALL SCONCE OASIS ROOM) WALL SCONCE FC RECESSED FLUORESCENT DOWNEIGHT FLA j ACRYLIC LAY-IN TROFFER (NOM 2 X 4') PARABOLIC LAY-1N TROFFER (NOM 2 X 4') FSA ' ACRYLIC WRAP-AROUND (NOM 1' X 4') FS4 I STRP FUTURE (NOIM 4') FS5 ? LOW PROFILE TS sTRP FS8 TANDEM STRAP FUTURE (NOM 8') FWA ! WALL BRACKET FWG ' WALL SCONCE (RES /8AR) HC ! 160 DOWNLJGHT W/ r APERTURE HC1 SAME AS HC, EXCEPT VMS SLOPED CMG ADAPTER HW I WALL MOUNTED HID MM1 ; WALL MOUNTED HID (PATIO) UC UNDERC',ABNET LIGHT j — - T I TRACK (2 - CIRCUIT) YC CXINCEALED SELF-MI/TAMED EMERGENCY LT Z I CONE LIGHT SO ! GROUND MOUNTED LMDSCAPE UGHT (FLOOD) 1 GROUD MOUNTED IANDSCAPE LIGHT (WALL WASH) GROUND WANTED BULDNG LIGHT S1 LANcracopE UGHT (ON 6' STEM) S2 j SANE AS 51' D(CEPT 1r STEP S12 POST UGHT 825 PARMIN ' LOT UJFY iE TYPE 07 1 LAMP TYPE WATTS MMIUFACT JRER w 1 50 MR16/FL38 50 ANNE w 1 50 MR1MdFL24 50 AROSE IN 1 50 MR1M4FL24 50 ARDEE N ; 1 150 MR16f$1:10 5C ARDEE w 7 T- 4/75C1CL 525 FORECAST FL ; 8 i N 4 , T.41750 , 300 N 3 I OM AS ; 180 w ; 1 # 50WJGY6 i 50 14 1 i 50WGY8 w N FL 2 FL 1 2 FL 12 I FL ' 4 LAMP IIIFORMATION R 1 1 ! 50WNGY6 90YIlA19 FL I 1 J CRUM 30 FL j 3 F32T8 93 FL 3 F32T8 i 93 F32T8 FL ' 2 I F32T8 HID 1 70W MH HID 1 T -6110W MH LUMINAIRE SCHEDULE F25 78 50N WT2 1 : T -6I35A TOTAL CFO28W 240 50 50 eow j 10 M 80 82 r HD 1 701V *I 82 80 IN ! I j T4150 180 I w 1 T-0M00O 100 VISA FORECAST CRAFTIMADE BRUCK BRUCK BRU0( LE. LE UTHONA F32T8 I 82 LITHCMA 54T5 HO 80 LJTHONA F32T8 124 i UTHONA UTHONA KM AAL Luminaire Schedule She None CATALOG NUMBER DL 58 WC D! 23 WTI DL 21 VMH DI. 53W F251-32 CP3022 OM PBFA F251132 Bra 525•RWP 220080.1 22008041 22O790MC 987 994 LE 1222004ADA P UTHOMA j AFV 26DTT 6 AR T LITH0N A ! 2SP8 G 332 Al2120 2P1M4GB33218ID 62 ! LITHONA LB 232 120 C 232 120 ES MS5154T5HO 120 TC 432 120 ES I 62 FL ( 1 i CFO261/ 30 1 WINONA 461$•F'B.N)( FM 1 TOW AC 82 LITHONNA AHIOI4AR PRUDENTIAL 1 WAL-8A•4 278 YWNM HI AH70M•6AR SP 30 i LITHONA t42S- 25-120 BRUCK r 100 j COIDEALITE F5-50 -6134F 5W ! 300 i A MEE CLICK STRIP CLx TW C 10 IIID 1 T-01150 AM t i 110 i 110 1 1 T-6050 t 40 SA LIGHTING 1 I FD 9 HD 1 i T. MH 115 I AAL 24 5.10111'41ZD POST EIUC OP 1 120 HD 1 i 250V1► NH • 255 I MI .25 112) -' YO-R-e1- aLP -tO.cv HP 35120 40 ! 8a( UGFRNG I YG? 1.81- .P -1OCV Ff 35 120 RECESS VOLT MOUNTING DEPTH 120 RECESSED 6.1/ 120 RECESSED 6-1/2 120 RECESSED 6-1/2 ! 120 RECESSED 6-12 120 CHAIN 120 PENDANT N/A 120 . CHAIN wA 120 CLG 120 PENDANT WA 120 PENDANT N/A 120 PENDANT WA 120 WALL WA 120 WALL I WA 120 i WALL ' N/A 120 (RECESSED 1013116 120 T-BAR 3.3/4 120 • T-BAR 6.11/16 120 ; SRF/T -BAR WA NIA N/A 120 " WALL ! WA 120 SRF/CHAIN 120 120 SRFICFWN 120 WALL WA 120 RECESSED B-1f2 VMO14 D3/70MH12O BL-P i 120 WALL SP2- IID,5.7CLOITC BLK4,DP=AVIVA2 ' 120 WALL 120 RECESSED 11 120 UC 120 VARIES WA 120 VARES 3.1/2' 9150 B 1500 MR FIG 120 LOUD 023 CROWD WA 9150 B 101) O I NNO RG 120 GROUND ; 120 GROUND NW 16 A -IMMT8 -1214 T'SP•3M SNIT 120 GROUND NA I 120 GROIN) GROUND 120 POLE I WA I WA N/A p oi - WA i W/ 30' DECORATIVE CHAIN & WIRE I„ WA W/ FAN BLADES W/ 8'-0' DECORATIVE CHAIN & WIRE WI PEND. ASSY TO INDICATED HEIGHT RECESSED XFMR & FLUSH CLG PLUG W/ PEND. ASSY TO INDICATED HEIGHT I RECESSED )(Fla & FLUSH CLG PLUG wi PEND. ASSY TO INDICATE) HEIGHT 4 RECESSED Xl t & FLUSH CLG PLUG 7 -1P2 ' WI 6' 7 4 READED STEM (RAM FINISH) POST WA PROVIDE W/ 12O'. 4' DM 14OUD POST PRIME 112511' ROUND POLE , • Low -li-Jty •r.Mrrva lk rr.: w1, City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206 -433 -0179 PRO! ELT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 S n 1701 PRAWN 9Y KDD CHE" K.ED BY EJD At F 01/30/03 I I \II\ \ Ihi S - 1I +►x 3 \� \ 1 t� x "a 'aro' 4 R14H7S l a..SERVED RECE Pot 0 4 "), PEaka ` �v COPPER FEEDER SCHEDULE FEEDER CONDUITS 40 CONDUCTORS PER SET ; REMARKS TAG MET SETS RNC PHASE/NEUTRAL , GROUND () 1.00" 1 i ( 90.3 ) 1.5G' ' 3 #4 MI - ( 80.4 ) 1.25" 1 ,1.50" 1 j1 .50" 1.25" ' 1 j ' 4 #4 1 #8 - C 80.3 ) 3#4 I 18 1 ( 70.4 j ' 2.00" 414 ; #8 C 70.3 ) 1.00 1 ;1.50" 100" 1 ,1.50` 314 #8 - ( 60.4 ) � ' 496 #10 - ( 60.3 ) ' 0.75" 1 ;1.50" 100' 1 i 4 .00' ' 1 306, 1 #10 1 - ( 50.4K ) ".50" 3 #8, 184 -N- #10 - ( 50.4 ) 1.50" 4 #8 #10 ; - C 50.3 ) 0.75 • 1 ; 0.75" 1 ; 1.50" 398 #10 - ( 40.4 ) 1.00' 418 i #10 - ( 40.3 ) 0.75" 1 •1.00" 0.75" 1 , 3 #8 i 110 - ( 30.4 ) 1.00" 4#10 #10 - ( 30.3 ) 0.75" 1 0.75" 1 1.00" 3 #10 #10 - 20.4 ) 1.00" 4112 *12 1 - C 20.3 3 0 75 1 11.00" 3#12 , *12 ` 15 - ( 4 7 0.75" 1 1.00~ 4112 #12 - C. 15.3 ) 0.75" 1 1.00" 3 #12 V #12 - GENERAL NOTES (SCHEDULE): A. CONDUCTORS AND CONDUITS ON COPPER CONDUCTORS B. PROVIDE NOTED SIZE GROUND FEEDERS CONSISTING OF C NOT ALL FEEDERS ARE NECESSARILY D. NOMINAL AMPACITIES GREATER TERMINATIONS. E. ON FEEDERS SHOWN WITH CONDUCTORS AND ONE INCLUDE 80% DERATING FACTOR SCHEDULE REMARKS: SHOWN IN THIS SCHEDULE ARE BASED WITH THHIWTHWN INSULATION. CONDUCTOR IN EACH CONDUIT OF MULTIPLE SETS OF CONDUCTORS. USED ON THIS PROJECT. THAN 100 AMPS ARE FOR 75AC A - .6" SJFFIX. PROVIDE SIX PHASE GROUND WIRE IN CODE SIZED CONDUIT. ON PHASE CONDUCTOR SIZE. SCHEDULES FOR FEEDER SIZES TO THIS TAG. RAC, OR PVC COATED GRC TYPE CONDUITS. FIBGERGLASS TYPE CONDUITS ROUTED SIZING ON DRAWINGS IF 'RfNC" CONDUITS CONDUIT SIZES NOTED ON SINGLE -UNE SIZES NOTED ABOVE IF LARGER. ABOVE IN ALL FEEDERS AND BRANCH 10 MOT USED ® NOT USED C) REFER TO MCC AND PANEL EQUIPMENT NOTED WITH 40 - MET =EMT, GRC (RIGID). 'RNC 40. PVC 80 OR UNDERGROUND. REFER TO ARE ROUTED ABOVEGROUND. DIAGRAM OR ON PLANS SUPERSEDE Q PROVIDE GROUND VNRE NOTED CIRCUITS • LIGHTING CONTROL PANEL E VA Ti ON l i PANEL R(H) S r SWITCFBoARD UMW' BASE MODULE fP) PAN DH) 15013 1 { 150.4 )-- 150.4 ) HOUSE PANELS "MSWBD' INCOMING SECTION 'MSWBD' METERING SECTION L 400.4) , -( 200.4 ) 1 PANEL -010 MSWBD INCOMING DISTRIBUTION Scale: NONE I PANEL Lm SINGLE LINE WIRING DIAGRAM POLE - MOUNTED UTILITY T RANSFORMER (E) OVERHEAD UTILITY CONDUCTORS I 1 METER AND CTS PER UTILITY CO. STANDARDS 80001- 208/120V 30.4W NEMA 1 PAIR K1 I I I I TENANT PANELS KITCHEN PANELS ELECTRICAL ROOM ELEVATIONS PANEL K2 200.4 ) OWNER METER DISPLAY R(H).L(H) U 1 i 1 EQUIPMENT RACK TELE EQUIP (BY OTHERS) _ NORTH ELEVATION IEOL PMEN T RACK LAST ELEVATMO N GENERAL NOTES I ALL SERVICE ENTRANCE EQUIPMENT SHALL BE RATED FOR SERVICE ENTRANCE USE. 2- VERIFY METERING REQUIRMENTS WITH UTILITY LOAD SUMMARY LOAD TYPE CONECTED (KVA) DMA ND (KVA) RECEPTACLE 21.6 15.8 LIGHTING 41.1 51.4 KITCHEN 62.0 40.3 WVAC 86.6 89.9 OTHER 8.4 8.4 TOTAL 219.6 205.8 NOTES: 571.2 A MPS fp 208V . 3P THE LOAD SUMMARY SHDVIN IS FOR GENERAL REFERENCE ONLY NEC DBAAND FACTORS. AS APFUED TO THIS SUMMARY HAVE NOT BI33I USED N DE EFI MIG EQUIPMENT. DEVICE OR FEEEIR. SUES. • RMI+r,+.i� . ?�..rwi �► a = a•.r Ye. *; = b 'cap• f OmeSa begisterurg, Iwr� owe J �c ON 914031 -7897 F:1.. 253.813.!11177 FA X. 2S181M.7 c;lirEE rs.COM W GHTS kE UXVED City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206- 433 -0179 PRUIECT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 DRAWN ?Y KDD * 14ECK BY EJD 0 : - -: ora '\ 1\ virmplak I I/i+ • 1 l \i t� Ii:i \t . 1 'b1 u;R tv! _ PROJECT: POLE FOSTER !.INKS GOLF CLUB J OMEGA ENGINEERING PANEL K1 BANBROGE ISLAND. AA POLE LOAD TYPE LOAD DESCRPTION LOAD kVA C B A o 0 0 0 0 B 0 0 o o o C o a 0 C B LOAD kVA LOAD DESCRPTON LOAD TYPE POLE AMP POLE AMP POLE Ila r SPARE 1 20 1 250 3 20 PANEL K2 0 2 3 1.08 SPARE _ ® mg KW . 70 ® - 1 - ----- - -- --- - 20 1 0 4 5 5 DISHWASHER GENERAL USE RECEPTACLE SOUTH 0.90 20 1 0 6 --- 7 0.85 6 20 R GENERAL USE RECEPTACLE - SOUTH SPARE 20 8 9 1111111111111 13 ® Ell 19 21 ® WI nii M - - - --- - --- 20 20 1 0.90 GENERAL USE RECEPTACLES - 8 10 SLOW C OOK 1 HOLD OVEN 3 D0 40 2 20 ®® ® 156 ESPRESSO MACHINE K 12 R 3.00 0.72 - - 20 156 20 20 En © M 14 16 18 EXHAUST HOOD FAN 0.73 20 3 20 © 11121111101 11121111101 30 © ---- 2 1 09 EXHAUST HOOD FAN 1 0 73 - - 14 1.09 - ---- -- M K 0.54 0.73 g 20 1.09 18 M 20 16 17 CONVEYOR TOASTER 1.16 2 2 00 GLASSWASHER o 22 o 11111 9.00 © 80 ---- 9 ---- - 200 19 Mil K 24 26 0.54 30 BOOSTER HEATER -WATER 30 3 3.60 KETTLE 20 20 9 -•-•- --- ----- --- 3.60 GENERAL USE RECEPTACLE- CENTRAL o 28 20 1 29 SPARE 1.10 9.00 - - 23 2.00 o - - 3.60 20 SPARE 30 24 BREAKFAST BAR 31 0 REMOTE REFRIGERATOR 0.54 20 3 o o o 40 3 200 MAKEUP AIR SYSTEM L 32 ® 35 0 2.00 0.54 -- --- - -•- 1.00 1 DOING ROOM PENDANTS/SPOTS 34 28 - M 29 054 ._.. - - . _ 2 -00 0 M 36 1 37 M COOLER COMPRESSOR 0.79 30 3 o 20 1 30 3 1.08 FREEZER COMPRESSOR M 38 39 M SPARE 0.71 ----- - 20 0 9 T? SPARE 35 108 35 M 40 - 1 20 41 M 0.7 ---- - 1 37 0 - .... 1.08 M 42 1 ' 40 LIGHTING RECEPTACLE: MOTOR: OTHER KITCHEN VOLTAGE. 208/120V. 3P, 4W MAINS: 400A MAN BREAKER MN. BUS SIZE: 400 A I XXXX K AK CONN. DEMAND LOAD (kVA) FACTOR ' LOAD DEMAND (kVA) CONNECTED LOAD SUMMARY: PH KVA A 25 0 B 24 0 C 26.1 'SEE NEC FOR APPUCABLE DEMAND FACTORS A 207 9 200 1 217.6 -> 0.9 18.7 55.5 1.25 NEC NEC 1.00 NEC A 0 9 19.2 36.1 A 39 -> > 1 -- 1 208 4 155.9 PROJECT FOSTER LINKS GOLF CLUB J OMEGA ENGNEERNG PANEL R(T) BANBRDGE ISLAND. POLE LOAD TYPE LOAD DESORPTION LOAD kVA C.B. A o 8 C C B. POE LOAD kVA LOAD DESCRPTIDN LOAD I TYPE I POLE AMP POLE AMP 1 R GENERAL USE RECEPTACLE- UEETNG B 1.08 20 1 20 3 20 TVSS 20 2 3 R GENERAL USE RECEPTACLE - MEETING B 1.08 20 1 o o o o o a o -- - 20 1 1.12 KITCHEN LIGHTS 4 5 R GENERAL USE RECEPTACLE SOUTH 0.90 20 1 -- --- --- 20 1 0.85 6 7 R GENERAL USE RECEPTACLE - SOUTH 0.72 20 1 20 1 20 SPARE 20 1 8 9 0 DEDICATED RECEPTACLE -PA AMP 1.00 20 1 �20 1 ®® ® SPARE 1 10 11 R GENERAL USE RECEPTACLE EXTERIOR 0.72 20 1 20 1 20 20 SPARE 20 12 13 R GENERAL USE RECEPTACLE - DOING 0.54 20 1 20 1 SPARE SPARE EH , 14 15 R GENERAL USE RECEPTACLE - DOING 0.54 20 1 20 1 18 SPARE 14 16 17 R GENERAL USE RECEPTACLE - DOING 0.36 20 1 o 17 o 20 1 10 SPARE 20 18 19 0 GENERAL USE RECEPTACLE - SERVING STATION 0.54 30 1 20 1 SPARE SPARE 20 20 21 0 DEDICATED RECEPTACLE - COFFEE STATION 2.00 30 2 GENERAL USE RECEPTACLE- CENTRAL o 0 20 1 20 SPARE 1.10 22 23 0 23 2.00 - - 20 1 20 SPARE 20 24 BREAKFAST BAR 25 0 DEDICATED RECEPTACLE - COFFEE STATION 2.00 30 2 o 1 20 20 1 125 SPARE L 26 27 0 2.00 - --- -® 11111E11E ® ® ® 2 4i 0 1 20 1 DOING ROOM PENDANTS/SPOTS SPARE 28 28 29 R GENERAL USE RECEPTACLE - ELECT >FAF E 20 1 o 0 o 20 1 31 1 SPARE SPARE 30 31 R GENERAL USE RECEPTACLE - ELECT 1 20 1 20 1 32 SPARE 2.00 32 33 F SPARE 20 20 1 20 1 9 T? SPARE 35 34 35 SPARE SPARE - 1 20 1 20 1 ®® o 20 1 37 SPARE 3€ 36 37 ---> •-- ---- -> SPARE 1 ' 40 2 0 0 © 20 1 SPARE SPARE 38 39 20 1 -- -- 20 1 40 SPARE 41 • 41 -.,... SPARE 20 20 1 0 20 1 M SPARE VOLTAGE 208/120.' 3P 4W MANS 200A MAIN BREAKER MIN BUS SEE ACC A X x x x K AIC 42 UGH'TNG: RECEPTACLE MOTOR: OTHER: VOLTAGE 20&120V. 3P, 4W MANS: 200A MAN BREAKER MN. BUS SIZE. 400 A XXXX K AC CONN. DEMAND LOAD (kVA) FACTOR • LOAD DEMIAND (kVA) CONNECTED LOAD SUMMARY PH KVA A -- _ A 4.9 40 7 B 6 6 55 2 C 4 0 312 'SEE NEC FOR APPLICABLE DEMAND FACTORS 16 2 1 25 5 9 NEC NEC 9.5 1 00 kVA 43.0 A 5.9 9 5 = "17T kVA A --•- -> 15 2 45 3 43 0 PROJECT_ FOSTER '.:NKS C-')LF CLUB J OMEGA ENGINEERING PANEL L(T) BANBRIDGE ISLAND. WA POLE LOAD TYPE 1 .1 "E LOAD DESCRPTION c. Ot,,. :>N LOAD kVA C B A 0 0 o 0 o 0 0 B 0 0 o o o 0 o C 0 o 0 o o o o C.B. LOAD kVA LOAD DESCRPTION • LOAD TYPE POLE AMP POLE AMP • AMP 1 ® AMP TVSS 127 r 1 M 20 3 20 1 50 NIGHT LIGHTING 2 3 3 ') 94 F 2 M ---- - 20 1 1.12 KITCHEN LIGHTS L 4 5 M 6 2r P -- --- 20 1 0.85 COVERED PATIO LIGHTS I_ 6 7 0 2'J SPARE ® __ -_ -- • 20 1 20 1 1 10 MEETING ROOM A DOWNLIGNTS L 8 9 • A- MI ® SPARE ® ® ®® ® 20 1 20 1 1 08 MEETING ROOM A PENDANTS L 10 11 PLUGMOLD - CART BARN 144 SPARE 20 20 L . 20 1 20 1 1 50 MEETING ROOM A COVE L 12 13 20 . ' SPARE 17 EH , 20 1 20 1 1.10 MEETING ROOM B DONNLIGHTS L 14 15 ;CAF E 18 SPARE 14 GENERAL USE RECEPTACLESOUTHNIEST 20 1 20 1 1.08 MEETING ROOM B PENDANTS L 16 17 �,P AP E 21 SPARE 10 100 20 1 150 MEETING ROOM B COVE L 18 19 20 GENERAL USE RECEPTACLE - CENTRAL SPARE SPARE 1 20 1 Hill 20 1 -20 TRACK BAR L 20 21 GENERAL USE RECEPTACLE- CENTRAL 2C SPARE 2 1111 20 1 1.10 LOUNG LIGHTS/BAR PENDANTS L 22 23 GENERAL USE RECEPTACLE -TOURN - ARE SPARE 1 20 20 1 20 1 14 BREAKFAST BAR L 24 25 • 20 SPARE - =nc _ 1 20 1 20 125 DINING ROOM LIGHTING L 26 27 20 T ' ` SPARE . - -® 11111E11E ® ® ® 2 4i 20 1 20 0 68 DOING ROOM PENDANTS/SPOTS L 28 29 20 SPARE M >FAF E 20 1 • 20 • SPARE 1 30 31 :-.=-1,--., SPARE SPARE 2.00 40 20 1 20 1 1 ' SPARE 9 ,S 32 33 2.00 --- SPARE F 1 20 1 20 1 40 SPARE 9 T? 34 35 20 SPARE F - 1 20 1 20 1 ®® SPARE 6 13 36 37 > 3€ SPARE kVA A ---> •-- ---- -> 20 1 ' 20 1 :'U -2 SPARE © 38 39 SPARE 20 1 20 1 SPARE 40 40 41 SPARE -.,... 2 4i• 20 1 20 1 - ---- - -- - - -- - SPARE M 42 VOLTAGE 208/120.' 3P 4W MANS 200A MAIN BREAKER MIN BUS SEE ACC A X x x x K AIC LIGHT PETE LIGHTING RECEPTACLE MOTOR. OTHER: CONN DEMAND DEMAND LOAD (kVA) FACTOR . LOAD (kbA) CONNECTED LOAD SUMMARY: PH KVA A A 6.2 51.3 B 5.1 42 -2 C 5') 41 6 •SEE NEC FOR APPUCABLE DEMAND FACTORS > 16 2 1 25 NEC NEC 1. (.4 k VA A 20 3 kVA A -- - ----> ---> - ---- -> 15 2 45 3 20 3 56 2 cf. iF • F _,STEP UNr<'_, C ::_ POLE J OMEGA EN1INU Rt + PANEL DB(H) BAINBRIDGE SLANG WA LOAD DESCRPTION 1 .1 "E T c. Ot,,. :>N B a o o o o o 0 C 0 o 0 o o 0 •4E r • A B 0 0 0 0 0 B 0 o 0 0 0 0 C B LOAD k�'A - -•An DES • • F © LOAD ' rPE l POLE AMF ® AMP POLE 127 r 1 M © M r Mil IA MN R , At 1c -- 20 3 ') 94 F 2 M GENERAL USE RECEPTACLE - SOUTH 090 20 c r'EFO 5O1.•IT4PARING LO? .._ 4 1 21 M 6 2r P GENERAL USE RECEPTACLE - SOUTH 0.72 20 20 ,,,FLEE 0 30 FLUSH VALVE (BID ALT) 0 2'J 1 ® __ -_ -- • 0 84 20 IIIIII Mill Mal 1 20 1 0 30 M 0 • A- MI ® C ® ® ®® ® 20 1 00 EH 1 C ME no M* 12 R PLUGMOLD - CART BARN 144 20 20 20 L . SPARE _ 14 16 15 E GENERAL USE RECEPTACLE-SOUTHWEST H 20 . ' ® 17 EH , GENERAL USE RECEPTACLE- SOUTHAEST 1.08 ® 2t NMI 11111 2' -' SPARE ;CAF E 18 19 14 GENERAL USE RECEPTACLESOUTHNIEST SPARE 20 RP S .'�r� .�C�r?7N NP 1111 2C 20 SPARE i �,P AP E 21 R 10 100 20 1 SF AS - 2'3 SPARE 2G 20 GENERAL USE RECEPTACLE - CENTRAL 0.90 SPARE 1 20 18 - - 1 SPARE SPAT; : 25 R GENERAL USE RECEPTACLE- CENTRAL 2C 20 2 1111 1 sp A 1 -; E SPARE IIII 20 ' R GENERAL USE RECEPTACLE -TOURN - ARE 20 1 20 1 2: 2G ®O� 2 �_ ScAp, E 29 =� 22 La • 20 1 - =nc _ 1 : SPARE 30 S- A`�6 MUM I 2 ' • 20 T ' ` 20 . - -® 11111E11E ® ® ® 2 4i - - - -- MIMI ® -- - -- ® 7 Z APF ifin ®_ 37 0 0 DEDICATED RECEPTACLE - COFFEE BAR 1.00 - -.- 20 2C MIS mii M >FAF E _ _ 34 36 38 SPARE • 20 1 2L 1 :-.=-1,--., SPARE DEDICATED RECEPTACLE -DRYER 2.00 40 2 20 ;•Vi' Lo- ',16'.E_E37. 1 ' SPARE 9 ,S 0 2.00 --- - F 1 - SPARE 7.4 40 9 T? _- 20 1 F - 1 SPARE ®® ® 6 13 -- -•-- - ___ CONNECTED LOAD SUMMARY: PH KVA A A 9.7 80.8 B 9.7 81.1 C 6.1 51.1 'SEE NEC FOR APPUCABLE DEMAND FACTORS > 3€ 12.1 4.8 7.5 kVA A ---> •-- ---- -> 67.7 : •- l 4. 4.- " i ::APIS_ __ -}C SAWA A.- r - .1 4 C t 9 s 11 1E7 4 :.,3t a -'c:t .E .�* CFA" " :F' - - _ :'U -2 - IMt- 1 11E - © 38 'y 1 46 - _ - - M 40 a' M - -- . -.,... 2 4i• _ 446 - ---- - -- - - -- - M 42 17.'_T AGE 208'120V 3.- 4A MA.tJS 400A MAIN B P E E P M. BUS S+LE 4,1 c , .. X I AC LIGHT PETE IN .3 TABLE M•� "C:; CT HE. CONN DEMAND DEMAND LOAC ∎I FACTOR • LOAD (kVA) CONNECTE^ LOAD SUMMARY PH KVA A ._ ..� A 31 5 262 5 B 27 a 2285 C 23 2 t936 'SEE NEC FOR APPLICABLE DEMAND FACTORS -- - - - - -- - - - -> -- - - - - -> --- --.- -> 24 9 142 32 5 10 5 1 25 NEC NEC 1 0.0 k VA A 31 1 121 29 8 1 , w , 5 kVA A 82" 2 229 C 8.3 6 23' 9 PROJECT FOSTER LINKS GOLF CLUB J OMEGA ENGINEERING PANEL R(H) BANBRDGE ISLAND, WA POLE LOAD TYPE LOAD DESCRPTION LOAD kVA C B. A o 0 o o o o o B a o o o o o 0 C 0 o 0 o o 0 C B. LOAD kVA LOAD DESCRPTION LOAD TYPE POLE AMP POLE / 20 • • F © 1 R GENERAL USE RECEPTACLE-MEETING B 1.08 20 1 127 FUTURE LANDSCAPE PUMP (PUMP NC) © M 4 Mil IA MN R GENERAL USE RECEPTACLE - MEETING B 1.08 20 1 --- MO 1 27 GENERAL USE RECEPTACLE - SOUTH 090 20 c r'EFO 5O1.•IT4PARING LO? .._ 4 1 21 M 6 2r P GENERAL USE RECEPTACLE - SOUTH 0.72 20 20 III 0 30 FLUSH VALVE (BID ALT) 0 8 KM 0 DEDICATED RECEPTACLE -PA AMP 1.00 20 IIIIII Mill Mal 1 20 1 0 30 FLUSH VALVE (BD ALT) 0 10 MI ® C DEDICATED RECEPTACLE - WASH MACH 0.90 20 20 Ea SPARE D P _ Ste- TRACK :JGH kG 12 R PLUGMOLD - CART BARN 144 20 20 20 ME SPARE _ 14 16 15 R GENERAL USE RECEPTACLE-SOUTHWEST 1.08 20 . ' SPARE 17 R GENERAL USE RECEPTACLE- SOUTHAEST 1.08 20 - c { : _ N _' UGH-T 20 III SPARE III 18 19 R GENERAL USE RECEPTACLESOUTHNIEST 0.90 20 RP S .'�r� .�C�r?7N NP 20 y SPARE i 20 21 21 R COMPUTER RECEPTACLE -OFFICE 100 20 1 20 2'3 SPARE 23 R GENERAL USE RECEPTACLE - CENTRAL 0.90 20 1 20 „ N? l` ..,2:5P'• Ge ++G7P 4 • - - 1 SPARE 24 25 R GENERAL USE RECEPTACLE- CENTRAL 0.90 20 1 20 1 • 3i SPARE 2: 26 27 R GENERAL USE RECEPTACLE -TOURN 1.00 20 1 20 1 2: SPARE 28 29 R GENERAL USE RECEPTACLE-PRO SHOP 1.08 20 1 20 1 : SPARE 30 31 MUM GENERAL USE RECEPTACLE -PRO SHOP 1.08 20 20 . - • _ SPARE 32 ifin ®_ 37 0 0 DEDICATED RECEPTACLE - COFFEE BAR 1.00 20 20 SPARE _ _ 34 36 38 SPARE • 20 1 2L 1 SPARE SPARE DEDICATED RECEPTACLE -DRYER 2.00 40 2 20 1 1 ' SPARE 39 0 2.00 --- - 20 1 SPARE 7.4 40 41 20 1 20 - 1 SPARE 42 LIGHTING: RECEPTACLE: MOTOR: OTHER: VOLTAGE. 2081120V, 3P. 4W MANS: 150A MAN BREAKER MN. BUS SIZE: 400 A XXXX K AC CONN. DEMAND LOAD (kVA) FACTOR • LOAD DEMAND (kVA) CONNECTED LOAD SUMMARY: PH KVA A A 9.7 80.8 B 9.7 81.1 C 6.1 51.1 'SEE NEC FOR APPUCABLE DEMAND FACTORS > 1.25 14.2 NEC 3.8 NEC 7.5 1.00 kVA 70.9 A 12.1 4.8 7.5 kVA A ---> •-- ---- -> 67.7 PRCJECT FOSTEP LINKS GOLF C......:3 PANEL L(H) ( .: OMEGA ENGNEERNG BANBRDGE ISLAND WA I D OLE I /4 ► ' -CAL ! � j LOAD I :ESCRIF;ION 1 LOAD •,A ,. - A 1 8 a I 0 a i 0 C B L DAC IVA LOAD DESCRPTIC•ti 1 LCAO I POLE TYPE Ayr. c AMP I DOLE ' NIC. -T LJC,+ • 20 20 _ r _ I ! 22 1 ' 4C E. *TER IOR - SOI,TH 0 ARM NG LOT L 2 CA.FT BARN NST AREA RE'$.1 • 3B 2t 20 • 084 c r'EFO 5O1.•IT4PARING LO? L 4 - T - C SHOP TRACT T ` 35 2r 20 140 u EYTEPOR - NOP - °APP SvG LC 6 I` PRC SI-Cc TPAC.K LGN'MG • 2) ' C 84 rT - C T E . IOP - '� PARING L 8 - L pc: S1yDP T R AC I. LiGhr N'S • lc i i 20. z t SPARE IC D P _ Ste- TRACK :JGH kG 35 2 2 1 • I SP ARE 12 1 _ L PGC S-1C-D 2C wR1 L.G.. _ _ 5C 2 X . ' - SPARE ( - _ - c { : _ N _' UGH-T SC 2 2 ~ SPARE; _ 1€ ' C RP S .'�r� .�C�r?7N NP y 2f: i S =ARE , ^EN DA?11 _ -:sE 11. C.SP"' ... l. 5'. 2'3 2I' SPADE . 1 - _ „ N? l` ..,2:5P'• Ge ++G7P 4 • - - 1 2r r - Sr APE ' 22 I ..... _(:.-"v _.:i .M('rSa`'a� •'.111._ • 3i 2: j 2: cc Apr 21 c I--:: C WE LIGI -T ]rG •4A.- _ ' Sr 2: 2: S;. aF c L E_E_ - RCA_ c.C- . 241rcE3 - :::.."(1411E1:4".. - - 2. : y a - _ - 2! r - _ . - • _ _i c_L _ ~ • 'C Z- SPARE ii 35 I + E.TEDCP _Asa 10 . 4i . ...•7 i .. 1 ' - - 1 - E r .- _.- -4-r - - i. 7.4 E. - _ FDIC: B.L' o..r -- - SC • ,• . 5: ADE ; II I .�_ t__ - - _ :..E M: - - _ 414-0, '_ -5A 111U-14 9►z zo ; APN. �- - SCE 40. a 111. • a( - _ \♦ 1 A: &t_ ..s Fa_ T :A : •- l 4. 4.- " i ::APIS_ __ -}C SAWA A.- r - .1 4 C t 9 s 11 1E7 4 :.,3t a -'c:t .E .�* CFA" " :F' - - _ 21 _ - IMt- 1 11E - _ - - s • PROJECT. FOSTER MKS GOLF CLUB 0 Y Y M V SPIRE MEI ION MAI - Mil NMI ME ILE VIBE Y CU -3 Ct. -% r,5 SPAP E SPARE SPIRE y=4PE 015 4.60 AMP POLE 20 2 20 60 I 3 4.60 460 2 C C 1_ 20 WEINIII POLE I LOAD 7v/PE 3 VOL 74 ..A. 211'2'. 3t Si AM"_ 25:A wy► mF E 3r IMAr ?C S Sam 4 • tux • a( Or LOAD DESCRIPTION AD-2 LOAD kVA 0 56 .55 C.B 9 ±' : a PANEL M(T) A B 0 0 0 0 C C 1. • •v, 0 DIENIANC C B LOAD AMP POLE kVA 2C 1 2!` 056 - 056 260 260 --- 260 - 4 -- 1 Tie 460 1 at EVVC IC AZ 1 .1 LOAD DESCRIPTION AD-3 F -31c 'SS SPAT- SPADE 7'a/RE SPRITE SPARE SPADE C 2X4,a1E: __ _:A: _ -WA= 'SE 1 E: c 7F aPs1 C ABLE ZEWi A a►: OMEGA ENGNEERN BANBR DGE ISLAND. C LOAD TYPE POLE 4 6 a 10 12 14 Y 16 18 20 22 24 29 3N; 34 31E A ' " yC! PROJECT: FOSTER LINKS GOLF CLUB K 0 0 O K K 0 0 K 0 R 0 0 0 0 0 0 WARMER COFFEE BREWER REFRIGERATOR HOOT FOOD TABLE REFRIGERATOR MCROWAVE SLOW COOK OVEN REFRIGERATOR EDT WATER HEATER BANQUET CART BANQUET CART REFRIGERATOR - REACH N TLT SKLLET COOLER EVAPORATOR COIL SPARE SPARE 50 2.40 2.40 1.32 1.50 1.50 1.98 1.68 2.00 1.13 0 52 1.44 1.44 1.08 0.60 0.83 083 20 30 20 20 20 20 20 20 20 20 20 20 20 20 20 20 2 2 1 1 2 POLE LOAD TYPE 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 VOLTAGE 2001120V. 3P 4114 MANS 250A MAN BREAKER MN BUS SIZE 400 A XXXX K AC I PROJECT: POLE I LOAD TYPE r9 • 13 15 4 19 11 f 21. 23 25 3.1 35 3' FOSTER INKS GOLF CLUB 1ICC 2 $ 214 3>P M iwAS 2W A A SPEor AIM% LS ..: AN a A.in V ate LOAD DESC RPT ION SPARE LOAD UGEITNG: RECEPTACLE. MOTOR. OTHER. KITC FEN Mr - 7F °THEP LOAD C.B. I A kVA AMP POLE 0 CONN. LOAD (kVA) C.5 349 -> 65 42.0 116.4 A G C C 1 25 1 25 EF -5 04T IMP Elgr S,k- : IVEra; P AC• 1 33 SOS 2••R 133 AMP POLE 29 • 3 20 3 8C 29 1 Si 26 2 . Si LOAD C L2 *•* PANEL K2 B a 0 0 0 0 0 0 C 0 DEMAND FACTOR ' 1.25 NEC NEC 1 30 NEC PANEL K3 A B a O 0 O DEMINC NE: NE: 1 Di NE C C 1.26 1.71 0.51 1.44 1.40 1.40 3.50 3.20 1.50 1.20 1.16 084 0.96 0.50 1.80 1.16 FOOD WARMER ICE CREAM MAKER FRE SUPPRESSION HOOD CONCECTKIN OVEN MIXER FOOD SLC ER SMOKER FREEZER LIGHTS/CONTROLS K 0 0 0 K 0 0 0 14 16 18 20 22 24 26 28 K K K 0 K 4 6 8 10 12 O I 30 O 32 O 34 36 AMP POLE kVA 20 20 20 25 20 1 ' 74 20 1 20 20 20 1 20 1 40 20 C.B. LOAD 20 1 20 1 20 1 20 20 20 20 1 20 1 20 1 20 20 1 DEMAND LOAD (kVA) 05 34.9 5.i 112.8 A C.B LOAD AMP POLE kVA 23 25 1 396 • L ::. 1t . = 3 0 V 75 4 080 0 090 C 90 390 3 56 1 11 C LOAD DESCRPTION GRINDER. REFRIGERATOR CE DISPENSER SPARE CONNECTED LOAD SUMMARY "SEE NEC FOR APPLICABLE DEMAND FACTORS LOAD OESCRPTION J OMEGA ENGINEERING BANBPOGE ISLAND. WA PH A B C LOAD I POLE T 0 KVA A 14 1 117 3 15 1 125 6 12 8 106.7 J OMEGA EN RING BANBRDGE GLAND WA LOAD [POLE 13 5 a 40 O WNER City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206- 433 -0179 PROTECT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 t 0 1701 DRAWN BY KDD .'7•iECKED BY EJD ID ATE 01/30/03 Rites1 - �.; E x � / I C J " a T. c: -• s yr •- 1 \ I I S. - III 1)1 - 1 I I 0 11 FE? = 911031 -7(197 F. L_ 253.8110$ 7 FAX. 253.854,7098 CI I ITECf S.COM RI GHTS RESERVED • • fit~- S2'5 t I � r.� • . ;(--*" r � ✓ S2 r � 1 —0-- — —0-- --0- 1 33 SOA 33 SOA 33 SOA 33 1( -4-6 6 , TC S25 ., r 1 -' l i i i . � 0 — 33 33 33 • :: _ SOB SOS (1 - * i�SO SAA. _ SC44 33 • SZ_ s t- • Scale: 1` = 20' - 0" ENLARGED SITE PLAN 4 . ..-........t -•._ t- 1 ,39 S4 L(H) 5 I SI Si ( r < 1 S2 S2 \. S2 1 52 1 1 ss S2 g if — - H:S • SDI 37 ' + • ^� 1 S25 • I so , 4 . CLUBHOUSE 33 (2)2 _41)1-12 1 R(H) - 2.4,6 r � I - r .I r , / I i nn• • r CLUBHOUSE �r- II , i_ • I 1 ELECTRICAL ROOM SEE 1 ' i – ,414Z ▪ SCA North P+RCIVIOE POLE 'C C RISER PER S - - C . + - ujrr DOLE A L(H) -39 VIA TC . S12 '39. - I �,r Yr' 3 - 1 J S ♦ 2 S25 r r S25 N • . JA, .1 - :r .. e 4 325 TYP. OF 5 0 I r aft. • POLES tTC BE REMOVED BY CONTRACTOR) TYP OF 3 • ▪ S25 C INTERURBAN AVE II O1NNERS TRAILER (VERIFY LOCATION) TEMPORARY 041 POWER TO MOVERS TRAILER r►' 325 TYP 's2s Lr.o N „ - � tea. —i•: l z) S25 GENERAL NOTES 1 CITE WORK FOR THIS PROJECT INCLUDES BUT IS NOT LIMITED TG THE FOLLOWING WORK A DEMOLITION 1 CONTRACTOR SHALL WORK WITH THE GENEPAL CONTRACTOR AND MAKE ELECTRICALI Y SAFE ALL PORTIONS OF THE BUILDING BEING DEMOLISHED. THIS INCLUDES DEACTIVATION OF ANY AND ALL EXISTING UTILITIES ASSOCIATED WITH THE AFOREMENTIONED BUILDING TO THE EXTENT THAT DEMOLITION CREWS MAY SAFELs WORK WITHIN THE AFFECTED FACILITIES ELECTRICAL CONTRACTOR SHALL ASSIST THE GENERAL CONTRACTOR AS REQUIRED FOR THE DURATION OF DEMOLITION. 2. PRIOR TO BID, CONTRACTOR SHALL COMPLETELY SURVEY THE EXISTIN PROPERTY AND EXTENT OF DEMOLITION. ELECTRICAL CONTRACTOR SHALL ENSURE THAT SERVICE TO ADJACENT RESIDENCES, FACILITIES, ETC. NOT ASSOCIATED WITH THIS PROJECT WILL REMAIN OPERATIONAL TO THE GREATEST EXTENT POSSIBLE. SCHEDULE ALL UTILITY DOWNTIME SUCH THAT POWER OUTAGES TO RESIDENCES, FACILITIES. ETC. IS MINIMIZED. PROVIDE NOTIFICATION TO ALL AFFECTED PARTIES OF ANY IMMINENT POWER OUTAGES A MINIMUM OF 48 HOURS PRIOR TO OUTAGE. INCLUDE UTILITY COMPANY CHARGES FOR THIS WORK IN BASE BID. B TEMPORARY POWER 1. CONTRACTOR SHALL PROVIDE TEMPORARY POWER DURING CONSTRUCTION. COORDINATE WITH SEATTLE CITY LIGHT DROVIDE TEMPORARY POWER AS REQUIRED BY OTHER TRADES IN THE EXECUTION CF BOTH DEMOLITION AND SUBSEQUENT SITE WORK INCLUDED IN THIS PROJECT. PROVIDE POWER & LIGHTING TO OWNER TEMPORARY FACILITIES AS REQUIRED BY GENERAL CONTRACTOR C ELECTRICAL SERVICE 1 PROVIDE ELECTRICAL SERVICE FROM THE POINT OF INTERSECTION OF EXISTING SERVICE AS SHOWN ON PLANS PROVIDE SERVICE FROM SAID POINT TO THE SERVICE ENTRANCE EQUIPMENT. COORDINATE ALL WORK WITH SEATTLE CITY LIGHT. PROVIDE DUCT BANKS AS SHOWN AND ALL ASSOCIATED APPURTANCES FOR A COMPLETE INSTALLATION. D. LIGHTING 1. SITE LIGHTING INCLUDES, BUT IS NOT LIMITED TO PARKING, BUILDING. MOUNTED, AND PATHWAY /EGRESS LIGHTING (NOTE: LIGHTING INCLUDES WALL - MOUNTED FIXTURES. SEE SHEET 'E4.1'). F. TELECOMM 1. COORDINATE WITH SERVING TELECOMM PROVIDER. PROVIDE P'UINT OF CONNECTION, AND CONDUITS AS SHOWN ON PLANS BETWEEN TELECOMM POINT OF CONNECTION AND TELEPHONE TERMINAL BOARD G CATV 1. CONTACT SERVING CATV PROVIDER AND COORDINATE INSTALLATION OF CATV SERVICE TO BUILDING. 2. LOCATION OF EXISTING SITE CONDITIONS (PULLBOXES, CON UIT QUANTITIES AND SIZES, ROUTING. EC.) IS BASED ON AVAILABLE DOCUMEN`5. PRIOR TO SITE WORK, VERIFY EXACT LOCATION OF EXISTING SYSTEMS PRIOR TO BID. ALL SITE LIGHTING CONDUCTORS (UNGROUNDED. NEUTRAL. AND GROUND) SHALL BE *10 AWG UON 4. VERIFY LOCATIONS OF OTHER UTILITIES DURING EXCAVATION. PROVIDE REQUIRED CLEARANCES FROM OTHER UTILITIES DURING INSTALLATION OF CONDUITS, DUCT BANKS, ETC. 5. THIS IS A MULTI - PHASED PROJECT. CONTRACTOR SHALL REVIEW ARCHITECTURAL PHASING DRAWINGS AND SHALL COORDINATE PHASING OF ELECTRICAL WORK. WORK WITH ASSOCIATED TRADES AS REQUIRED TO ACCOMPLISH PHASED WORK FLAG NOTES • 04-042_ 0* 1. INTERCEPT EXISTING TELEPHONE /CABLE TV IN LOCATION SHOWN. VERIFY EXACT LOCATION WITH UTILITY PRIOR TO WORK. 2. SCOPE OF WORK INCLUDES STREET CROSSING. VERIFY LOCATIONS OF UNDERGROUND UTILITIES. SAW CUT, TRENCH, PATCH, AS REQUIRED. REFER TO 'FEEDER SCHEDULE'. SHEET E1.0 FOR CONDUIT AND CONDUCTOR SIZES. PROVIDE 1'C - 4*10 &C1OG W/ PULLBOX FOR FUTURE LANDSCAPE PUMP VERIFY En ACT LOCATION OF PUMP PRIOR TO INSTALLATION. CIRCUIT AS SHOWN. 5 COORDINATE L...CATIONS OF CATV AND TELEPHONE BOXES AND CONDUIT WITH RAISED SIGNAGE. REFER TO LANDSCAPE DRAWINGS -T i , o s ls Eillgaseerens. hoc.- R..I+r— •+qct< :+.rat Orr rt. +(t- a.," lr►. r+'. ■a. City of Tukwila 13900 Interurban Avt. So. Tukwila, WA 98168 206- 433 -0179 PROJECT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 lot, 1701 DRAG?: B ': KDD Q?=Cx.fiL.BY EJD 0 RFC iS!C O L.►`- T�.�.= 1 L' . ' J 3 egF C7 ---;s 11.X\ r - 41v" cr F.+ 4 `►t ..rte. I II) • Li.. 233.$L3.4/477 FA X . 233.8334.7M CHITEC TS.COM 0% 914031 - 709'7 RIGH ry REsE*TTI, • HANOHOLE POLE AS SPECIFIED OR SHOWN BOND CONDUCTOR TO POLE BASE GROUND ROD 5/8" X 10 %0" 1" RACEWAY U.O.N. 3000 PSI CAST - I N -PLACE CONCRETE IMARKiNG "I.F S A N C r.T\ B SE Scow. M GRADE TYP Scale:NONE F.NISi-€D GRADE POLE BASE DETAIL 17 MIN ' SE!C B.* x= _ — DUCT SCHEDULE CO>tA_ v 2 .,140.E t: - mac: - E SE v . . 6 41 1 41F" 'uC BE - .WE% SERVE 4 - E-Ec‘CIP4E 7E DUCT BANK DETAIL STUB CONDUIT TO 6" BELOW HANOHOLE WITH GROUND BUSHING ORNAMENTAL BOLT COVER NUT AND WASHER TO PLUMB POLE (TWO EACH PER ANCHOR BOLT) 1" X 1" CHAMFER TIGHTLY PACKED GROUT UNDER POLE BASE TO INSURE FULL. CONTACT MATH FOOTING (PROVIDE WEEP HOLE) EXPOSED PORTION OF CONCRETE BASE TO HAVE RUBBED SURFACE 1" RACEWAY U.G.N. SONOTUBE FORM (REMOVE) ANCHOR BOLTS AS FURNISHED WITH POLE OR AS SPECIFIED USE AUGERED HOLE AS CONCRETE FORM BELOW SONOTUBE 41x5 VERTICAL REBAR #3 REBAR TIES AT 12" O.C. NOT - C.. SU►.E HANDHOLE COVER PRECAST CONCRETE POLE AS SPECIFIED OR SHOWN BOND CONDUCTOR TO POLE BASE GROUND ROD , 5/8" X 10'-0" 1" RACEWAY U.O.N. 3000 PSI CAST - IN -PLACE CONCRETE FIXTURE TYPE 'Si & S2' MOUNTING DETAIL Scale:NONE GRADE 36" Scale :NONE 21 1/7 INTERIOR DIMENSIONS 18314 "Lx 123141N 15 1/2" HANDHOLE DETAIL POLE BASE DETAIL 15" STUB CONDUIT TO 6" BELOW HANDHOLE WITH GROUND BUSHING ORNAMENTAL BOLT COVER NUT AND WASHER TO PLUMB POLE (T N° EACH PER ANCHOR BOLT) 1" X 1" CHAMFER TIGHTLY PACKED GROUT UNDER POLE BASE TO INSURE FULL CONTACT MATH FOOTING (PROVIDE WEEP HOLE) EXPOSED PORTION OF CONCRETE BASE TO HAVE RUBBED SURFACE 1' RACEWAY U.O.N. SONOTUBE FORM (REMOVE) ANCHOR BOLTS AS FURNISHED VVTTH POLE OR AS SPECIFIED USE AUGERED HOLE AS CONCRETE FORM BELOW SONOTUBE 4115 Vr_ RTICAL REBAR '+3 REBAR TIES AT 17 O_C. 'S25 =.xT�RE TYPICAL PARKING =iNGER EQUA. RADIUS ENLARGED FINGER PLAN Salet =tQ - e" COVER No. 44 -332P 730 LBS PSPL CODE 07154900 ( COVER ONLY ) BASE No 444-. 2,280 LBS. 2 1/2" DIA. GROUND ROD KNOCKOUT 2 PLACES IN FLOOR 4 314' DIA. KNOCKOUT 4 EACH SE1E, 4 SIDES OPTIONAL GALVANIZED PULLING IRON 1 EACH SIDE, 4 SIDES HANDHOLE GROUND ROD 5/8" X 10'-0" , POLE AS SPECIFIED OR SHOMAV BOND CONDUCTOR TO POLE BASE 1" RACEWAY U.O.N. 4'-0" 3000 PSI CAST- IN-PLACE CONCRETE 'TYPE 'S1' (TYP OF 4) TYPE "S2 (TYP OF 6) GRADE 4'-O PULLBOX DETAIL Scale:NONE FULL 180° OPEN POST BASE DETAIL Scale-NONE 4 "-0" MCTE P..,ANTAIG INFOF&IATION FOR REFERANCE .:Nr.v SEE LANDSCAPING PLANS cOR NFORIAIVrCh SPRING ASSISTED GALVANIZED DIAMOND PLATE COVER W/ LOCKED LATCH RECESSED UFT HANDLE 5/8" DIA LIFT INSERT 4 PLACES • GALVANIZED "C" CHANNEL, I 2'- O1LG.1 EACH SIDE 4 SIDES 4'-0" P o 3.0•• o 4 2, 1" RACEWAY U.O.N. 1 112" DLA_ UFT HOLES 1 EACH SIDE. 4 SIDES STUB CONDUIT TO B" BELOW HANDHOLE WITH GROUND BUSHING ORNAMENTAL BOLT COVER NUT AND WASHER TO PLUMB POLE (TWO EACH PER ANCHOR BOLT) 1" X 1" CHAMFER TIGHTLY PACKED GROUT UNDER POLE BASE TO INSURE FULL CONTACT WITH FOOTING (PROVIDE VIIEEP HOLE) EXPOSED PORTION OF CONCRETE BASE TO HAVE RUBBED SURFACE SONOTUBE FORM (REMOVE) ANCHOR BOLTS AS FURNISHED WITH POLE OR AS SPECIFIED V E AUGERED HOLE AS CONCRETE FORM BEL 1W SONOTUBE 4115 VEf= T4CAL REBAR #3 REBAR TIES AT 17 O.C. fa Engiverniars, hoc �_+ �.w.• a w ;ir aft goir O1N ER City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206- 433 -0179 PROJECT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 }on a 1701 DRAWN BY KDD CHb B Eft) 01/30/03 tL-•P •.:/ - '_t � ! I F I I I - I 11I V . \ rz 1 4 o ti 9tiO31.1wr I.1.. 2S3. $1.114X71 FAX. 2.43. tiS4.714% CHIT ECrS.(:t)M SIGH IS B . EAYE'I) — r KITCHEN EQUIPMENT SCHEDULE KITCHEN EQUIPMENT SCHEDULE i i COh1�CC 17a�IWI TAG IDENTFICATION f KW FP IAIRE) NBwIA FeBr1AFES __.. 1 /3 5-15P 5-15P 80 1 WALK -IN COOLER/FREEZER X 2 EVAPORATOR COIL ',COOLER ICE MAKER - X y 3-1/2 2 1 COIF RESSOR (COOLER) 1-1/2 X A SA IDMACI-VSA LAD PREP 6 WALK -IN FFEZER 1/2 X 5-15P 7.1 EVAPORATOR (FREEZER) / HEAT TAPE 1.66 3.0 X - 1 7.2 COMFRESSOR (FREEZER) 2- I/2 X REFRIGERATOR SANDIAACEVSA LA D PREP 10 SMOKER X 86 13 MXBR, C YJNTBR 1.7 1/2 5-1 SP 19 REFRIGERATOR, REACH-IN 88 1/2 5-15P 23 OVEN, SLOW COOK/HOLD 6.0 5-20P X 89 24 TILT SKLLET X 5-15P 25 KETTLE STEAM JACKED 10.8 INA MIER, FOOD X 27 94 EXHA UST HOC*) 30 EXHAUST HOOD CONTROL - 30.1 EXHAUST HOOD FAN EXHA UST HOOD 2.0 X , 31 FRE SIPRESSION 95 F FE SLPRESSION 32 CART, BANQUET SERVICE 1.5 " 5-20P 95.1 33 SLICER, FOCD 1/2 3 5-15P 41 WATER HEATER (BOOSTER) 27.0 X 48 HOT WATER HEATER 1/3 X 8 53 RE 1RIGERATOR, UNDERCOUNTER 1 X - I SP .... 56 ESPRESSO EMIR/ 01T REFRIGERATOR SHORTY X _ 57 GRWER 1/3 104 5-20P REFRIGERATOR SHORTY 59 SY RUE' WARMER . 62 FIHMOIE REFRIGERATION 1 X 63 VVAREAM 108 5-15P 4.0 70 DISPENSER Il" SBEVERAGE 5-15P 805 39 RACK OONV EY OR 1.16 X X 76 WARM3R, FOOD 1.2 5-15P 77 WARMER DRAWER [ 1.0 1 6-15P a GENERAL NOTES 1 ELECTRICAL PLAN SHOWS R )UGH -IN AND CONNECTION LOCATIONS WITH CAPACITIES SEE DIMENSIONAL DRAWINGS FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR FOR ACTUAL ROUGH - LOCATIONS 2 NOT USED 3. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL JUNCTION BOXES RECEPTACLES COVER PLATES PULL BOXES, CONDUIT AND WRING EXCEPT WHERE NOTED 4 ALL CONDUIT PUBS INDICATED FOR REFRIGERATION, DRINK AND LIQUOR SYSTEM LINES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION CONDUIT SHA'_L HAVE 24' (600MM) MINIMUM RADIUS BENDS 5 NOT USED 6 KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL VAPOR PROOF VENTILATOR LIGHTS COMPLETE WITH LAMPS. INTERCONNECTING CONDUIT, WIRNG AND WALL SWITCH FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION 7 NOT USED 8 KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH DISPOSER CONTROLS ELECTRICAL DIVISION SHALL FURNISH AND INSTALL INTERCONN- ECTING CONDUIT AND WIRE BETWEEN SITCH, DISPOSER AND COMPONENTS 9. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING BETWEEN MICRO - SWITCH FURNISHED WITH FIRE SUPPRESSION SYSTEM SUPPLIED BY THE KITCHEN EQUIPMENT CONTRACTOR AND CONTACTORS FURNISHED BY THE ELECTRICAL DIVISION 10 ELECTRICAL DIVISION TO FURNISH AND INSTALL INTERCONNECTING CONDUIT AND WIRING (2 WIRE 24 VDC) BETWEEN ALARM PANEL AND COLD STOR- AGE ROOM THERMOSTAT. PANEL AND THERMOSTAT FURNISHED AND INSTALLED BY THE KITCHEN EQUIPMENT CONTRACTOR. 11. PRE - FABRICATED COLD STORAGE ROOMS ARE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR COMPLETE WITH SPLICE BOXES LIGHT FIXTURES, LAMPS, LIGHT SWITCHES AND DOOR HEATERS. ELECTRICAL DIVISION TO INSTALL SAME AND SHALL FURNISH AND INSTALL INTERCONNECTING CONDUIT, WIRING SEALOFFS, SEALANT AND MAKE FINAL CONNECTIONS 12. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING BETWEEN KITCHEN EQUIPMENT CONTRACTOR FURN- (SHED LOW TEMP COLD STORAGE ROOM EVAPORATOR TERMINAL BLOCK. SWITCH, FAN DOOR SWITCH AND COMPRESSOR CONTROL PANEL 13. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL EMPTY CONDUIT WITH JUNCTION BOXES FOR INSTALLATION OF OWNER SUPPUED ELECTRONIC CASH CONTROL SYSTEM. ELECTRICAL DIVISION TO VERIFY INSTALLATION IN ACCORDANCE WITH OWNER'S REQUIREMENTS AND MANUFACTURER'S INSTRUCTIONS. 14. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL AN AUTOMATIC CUTOFF CIRCUIT FOR ALL ELECTRICAL CIRCUITS ENDER HOOD TO BE ACTIVATED WHEN FIRE SUPPRESSION SYSTEM COMES ON. 15. ALL ELECTRICAL OUTLETS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY THE FOOD SERVICE CONTRACTOR (FSC), UNLESS OTHERWISE NOTED. FOR ANY ADDITIONAL CONVENIENCE OUTLETS. SEE OTHER ELECTRICAL DRAWINGS & REQUIREMENTS. ALL DIMENSIONS GIVEN ARE FROM COLUMN CENTERLINE AND/ROUGH WALLS. ELEVATIONS GIVEN ARE 16. FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. ALL OUTLETS ARE TO BE SET VERTICALLY. ALL 120V OUTLETS NOT DESIGNATED WTI$ SPEC:9C LOADS TO BE RATED AT 15 AMPS WITH MINIMUM LOOPING - ALL ROUGH -INS SHOWN ARE TO BE RUN INSIDE WALLS (EXCEPT STUB -UPS). LOCATIONS INDICATE 17. POINT OF EXIT FROM WALLS, CEIUNG OR FLOOR. ELECTRICIAN TO BRANCH TO CONNECTION WHERE REQUIRED AND TO CONNECT ALL ELECTRICAL EQUIPMENT 18. AND FIXTURES AND DO ANY INTERNAL WRING REQUIRED IN THE FIXTURES INCLUDING INTERWIRING TO APPLIANCES AS REQUIRED BY THE SPECIFICATIONS AND/OR DRAWINGS. FOOD SERVICE CONTRACTOR TO FURNISH GALVANIZED JUNCTION BOXES IN FIXTURE CUT -OUTS AS 19. REQUIRED BY THE ITEM SPECIFICATION AND INCLUDE APPROPRIATE ELECTRICAL RECEPTACLE. S/S FACE- PLATE. WHERE BUILT -IN CIRCUIT BREAKER SUB - PANELS ARE CALLED FOR IN THE ITEM SPECIFICATIONS, THE KITCHEN EQUIPMENT SUPPLIER IS TO PROVIDE AND INSTALL THIS PANEL ALONG WITH THE PROPERLY SIZED CIRCUIT BREAKERS. ALL ELECTRICAL OUTLET COVER PLATES ARE TO BE STAINLESS STEEL. THOSE REQUIRED IN BUILDING 20. STRUCTURE ARE TO BE FURNISHED BY THE ELECTRICIAN, WTH RECEPTACLE ALL MAIN BREAKER PANELS AND DISCONNECT SWITCHES REQUIRED BY OTHER ELECTRICAL DRAWINGS ARE TO BE FURNISHED BY AND INSTALLED BY THE ELECTRICAL CONTRACTOR AT TIME OF INSTALLATION. IF ELECTRICAL COOKING EQUIPMENT IS SPECIFIED. ELECTRICAL CONTRACTOR TO PROVIDE TIE-IN WIRING 21. BETWEEN FIRE PROTECTION BOTTLE CONTROL HEAD. MICRO - SWITCH AND COOKING EQUIPMENT TO COMPLY WITH APPUCABLE LOCAL CODE REQUIREMENTS FOR EMERGENCY SHUTDOWN OF ENTIRE COOKUNE, SHUNT TRIP CIRCUITRY MAY BE REQUIRED, SEE OTHER ELECTRICAL PLANS, 22. UNLESS OTHERWISE INDICATED THE ELECTRICAL LOADS SPECIFIED ARE THE CONNECTED LOADS FUSE OR CIRCUIT BREAKER SIZE TO BE DETERMINED ACCORDINGLY. BASED UPON APPUCABLE CODE REQUIREMENTS. OMISSION: ')R ERRORS IN THE SCHEDULE DOES NOT REUEVE ELECTRICAL CONTRACTOR FROM COMPLETE AND CORRECT FINAL CONNECTION RESPONSIBILITY. REVIEW OF EQUIPMENT BROCHURE BOOM AND SHOP DRAWINGS WILL ASSURE CORR OF THIS WORK. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL SWITCHES. STARTERS DISCONNECTS ETC. FOR 23 ALL EQUIPMENT UNLESS NOTED OTHERWISE. ALL DISCONNECTS OR LOCK -OUT DEVICES. STARTERS. ETC TO MEET N E C. AND O.S.HA_ STANDARDS. ALL RECEPTACLES SHALL BE GROUNDED PER N E.C. AND O.S.N A AND TO HAVE 140 GROUND FAULT 24 PROTECTION E-ECTRICA_ CONTRACTOR TO PROVIDE CONTROL HARING AND ELECTRICAL SERVICE FOR REMOTE. REFRIGERATION 2`_ SYS - EMS FOP WA_K -'ti 9.CXES ALSO COORDINATE LOCATION FOR SER4'!CE WTH ►-E E_EO R:7. +.L ENGINEER 26 E:_EC' i. C . C;A RA.:'OR TO x.cCI'DE WRAP ARC`.. D HEATER CABLE CN ALL EVAPORAT ]RAN JNES :_OC.J4' C WT.41N WALK -IN FREEZER (;F APPUCAELE: E LECTR , C.» CONTRACTOR TO INSTALL AND MIRE EXTRA LIGHTS PROVIDED IN WALL( -;% BC%.ES AS REOLARED 2 - T.-4R._3000;- S.V r- L!G' -`TS F'DR WA,J(jN AND 2 :..IG^TS FOR FREEZER ALL rf?EE ?,r a' --f•SE FC1r11Ec :;rNNEC''OtiS TO BE ON A FOUR 14 AIRE SYSTEM AND 2E POWER : ONNEo ON: 'C b 31s . :3, dMRE SYSTEM !UNLESS NOTE; C T!-E P AIM SE .'E a cv VW/-■- t rte'.,' y TE C' OR FOOC SERV CE CONSUL - ANT THE E.:..;;PMEN' RE O‘... ME S BE:- DIRE ORDERING 2s. M:. k_ RE S O! = OP DEPFDRIJANCE REJV REbEY`5 M .«+* r/VOR,(- A__- W RK RE:J. - NG - C S - V/rt yl .r SPEY- E2_ € \ •S "- BE • ERF•..+ V 3 'P.. 1! Y- w . !' . 4 DICE . J �- L "v CC T'Y r .^ S " AN: z - -ONE =WEN _ RE. Z.-A.; - y2REVIE E _ . E 17 E .:r"RE= F S- ANC. A.__ - -- � .�•_ C O1II tiE ti' S I+rE -E SS.L * - = CE T 1C.4 DVS ti ►_ 7. '_ 0 16rtti' SHOWN : - -i S S € _KESS N SE E : :' C ..:A= - Do s ALSO 1 1r s F _ : `F_ = h - C E &NC S €C ANC - ES 1 4: - :.►ESE.:+tY JENT Sk. 1 Pc_.cr. _ COh = =y_JA ISC A , g. = - ._ :: S 0 E 3 S EPS C.71aP_ "T a'S t u FLAG NOTES t P�'LICE . ;NC = ACC. ;' r' FE E::�.► = �:F F'FF S.Sik).4101 5 IMO Ir G 1.3 25 27 ft - same tar= r -r • t, K3-37 K2 -3.5 • K2 -9 K3-35 Kitchen EquipfnEflt Plan 610 ' , K1-22,24 - h -- • •• --, ; k'/ -16 *z 0 Qr, se •6 -8 K1-2123 S.SYy w xu• K3-40 K3-38 K1 KZ i K3- 242628 K2 -20 t re - =1 yw. K3-36 r LQ I. K1 -11 13 - - . -2325 K14S27,21# K1 -5 71 1)034-• 042-- • K1 - 252e.:0 K2 -25 3 K'- 15_17.9 _- K2 -22 1 K1- 37.39,41 I K2 -27 19 K1- 38.40,42 fW a r oar 6 /W Essiserring, hoc -tir from. *'.. gyp,. "or 2til. 4 1S. 111.1e t.,I OWNER City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206- 433 -0179 PROJECT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 i cy 1701 DRk111 R Y" KDD CHECKED nr EJD DATE 01/3 Ate•. _ +iC�� k i l l - I n \ 1 1;(11'\11 \ I lit b 1 R 11,..41. I -r 1 • cr r„ s' ! I 7 FA_ 253.813.887/ FAX. 253.M4.71498 CIIIITEC 1'S.COM RIGHT, REaERV1E1) F �•••- - A' F EE •' 4 4t1031 -7097 KITCHEN EQUIPMENT SCHEDULE 78 REFRIGERATOR UNDERCOUNTER 1 /3 5-15P 5-15P 80 ICE CREAM CABIPET 1/4 81 ICE MAKER y 3-1/2 X 83 SA IDMACI-VSA LAD PREP 1/2 5-15P 84 TABLE HOT FOOD 3.0 6-20P 85 REFRIGERATOR SANDIAACEVSA LA D PREP 1/2 5-15P 86 OVEN, MCROINAVE 1.7 5-20P 88 OVEN, SLOW COOK/HOLD 2.1 5-20P 89 CARVING STATION 0.3 5-15P 911 INA MIER, FOOD 1.4 x 94 EXHA UST HOC*) - - 9+1.1 EXHA UST HOOD 95 F FE SLPRESSION x " 95.1 EXHAUST HOOD FAN 3 X 952 MMOC rP AIR SYS T B1I 5 x 8 REFRIGERATOR SHORTY X 102 REFRIGERATOR SHORTY X 104 REFRIGERATOR SHORTY _ X 104.11 FIHMOIE REFRIGERATION 1 X 108 TOASTER COM/EY OR 4.0 805 UNCERBAR BLENDER STATION I X BOG FROSTER/CHILL8~I 1/3 809 GLASSWASFER 4.0 X B12 BACK BAR COOLER X B12,1 RBADTE REFRIGERATION B15 ESPRESSO EQIMRIBNT X B16 GRNCER 1/3 POS POINT -OF -SALE 87 MICROWAVE 5-20P B13 : BACK BAR COOLER 95 I FIE SLIRFSSION a GENERAL NOTES 1 ELECTRICAL PLAN SHOWS R )UGH -IN AND CONNECTION LOCATIONS WITH CAPACITIES SEE DIMENSIONAL DRAWINGS FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR FOR ACTUAL ROUGH - LOCATIONS 2 NOT USED 3. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL JUNCTION BOXES RECEPTACLES COVER PLATES PULL BOXES, CONDUIT AND WRING EXCEPT WHERE NOTED 4 ALL CONDUIT PUBS INDICATED FOR REFRIGERATION, DRINK AND LIQUOR SYSTEM LINES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION CONDUIT SHA'_L HAVE 24' (600MM) MINIMUM RADIUS BENDS 5 NOT USED 6 KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL VAPOR PROOF VENTILATOR LIGHTS COMPLETE WITH LAMPS. INTERCONNECTING CONDUIT, WIRNG AND WALL SWITCH FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION 7 NOT USED 8 KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH DISPOSER CONTROLS ELECTRICAL DIVISION SHALL FURNISH AND INSTALL INTERCONN- ECTING CONDUIT AND WIRE BETWEEN SITCH, DISPOSER AND COMPONENTS 9. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING BETWEEN MICRO - SWITCH FURNISHED WITH FIRE SUPPRESSION SYSTEM SUPPLIED BY THE KITCHEN EQUIPMENT CONTRACTOR AND CONTACTORS FURNISHED BY THE ELECTRICAL DIVISION 10 ELECTRICAL DIVISION TO FURNISH AND INSTALL INTERCONNECTING CONDUIT AND WIRING (2 WIRE 24 VDC) BETWEEN ALARM PANEL AND COLD STOR- AGE ROOM THERMOSTAT. PANEL AND THERMOSTAT FURNISHED AND INSTALLED BY THE KITCHEN EQUIPMENT CONTRACTOR. 11. PRE - FABRICATED COLD STORAGE ROOMS ARE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR COMPLETE WITH SPLICE BOXES LIGHT FIXTURES, LAMPS, LIGHT SWITCHES AND DOOR HEATERS. ELECTRICAL DIVISION TO INSTALL SAME AND SHALL FURNISH AND INSTALL INTERCONNECTING CONDUIT, WIRING SEALOFFS, SEALANT AND MAKE FINAL CONNECTIONS 12. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING BETWEEN KITCHEN EQUIPMENT CONTRACTOR FURN- (SHED LOW TEMP COLD STORAGE ROOM EVAPORATOR TERMINAL BLOCK. SWITCH, FAN DOOR SWITCH AND COMPRESSOR CONTROL PANEL 13. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL EMPTY CONDUIT WITH JUNCTION BOXES FOR INSTALLATION OF OWNER SUPPUED ELECTRONIC CASH CONTROL SYSTEM. ELECTRICAL DIVISION TO VERIFY INSTALLATION IN ACCORDANCE WITH OWNER'S REQUIREMENTS AND MANUFACTURER'S INSTRUCTIONS. 14. ELECTRICAL DIVISION SHALL FURNISH AND INSTALL AN AUTOMATIC CUTOFF CIRCUIT FOR ALL ELECTRICAL CIRCUITS ENDER HOOD TO BE ACTIVATED WHEN FIRE SUPPRESSION SYSTEM COMES ON. 15. ALL ELECTRICAL OUTLETS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SPECIFIED AS FURNISHED BY THE FOOD SERVICE CONTRACTOR (FSC), UNLESS OTHERWISE NOTED. FOR ANY ADDITIONAL CONVENIENCE OUTLETS. SEE OTHER ELECTRICAL DRAWINGS & REQUIREMENTS. ALL DIMENSIONS GIVEN ARE FROM COLUMN CENTERLINE AND/ROUGH WALLS. ELEVATIONS GIVEN ARE 16. FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. ALL OUTLETS ARE TO BE SET VERTICALLY. ALL 120V OUTLETS NOT DESIGNATED WTI$ SPEC:9C LOADS TO BE RATED AT 15 AMPS WITH MINIMUM LOOPING - ALL ROUGH -INS SHOWN ARE TO BE RUN INSIDE WALLS (EXCEPT STUB -UPS). LOCATIONS INDICATE 17. POINT OF EXIT FROM WALLS, CEIUNG OR FLOOR. ELECTRICIAN TO BRANCH TO CONNECTION WHERE REQUIRED AND TO CONNECT ALL ELECTRICAL EQUIPMENT 18. AND FIXTURES AND DO ANY INTERNAL WRING REQUIRED IN THE FIXTURES INCLUDING INTERWIRING TO APPLIANCES AS REQUIRED BY THE SPECIFICATIONS AND/OR DRAWINGS. FOOD SERVICE CONTRACTOR TO FURNISH GALVANIZED JUNCTION BOXES IN FIXTURE CUT -OUTS AS 19. REQUIRED BY THE ITEM SPECIFICATION AND INCLUDE APPROPRIATE ELECTRICAL RECEPTACLE. S/S FACE- PLATE. WHERE BUILT -IN CIRCUIT BREAKER SUB - PANELS ARE CALLED FOR IN THE ITEM SPECIFICATIONS, THE KITCHEN EQUIPMENT SUPPLIER IS TO PROVIDE AND INSTALL THIS PANEL ALONG WITH THE PROPERLY SIZED CIRCUIT BREAKERS. ALL ELECTRICAL OUTLET COVER PLATES ARE TO BE STAINLESS STEEL. THOSE REQUIRED IN BUILDING 20. STRUCTURE ARE TO BE FURNISHED BY THE ELECTRICIAN, WTH RECEPTACLE ALL MAIN BREAKER PANELS AND DISCONNECT SWITCHES REQUIRED BY OTHER ELECTRICAL DRAWINGS ARE TO BE FURNISHED BY AND INSTALLED BY THE ELECTRICAL CONTRACTOR AT TIME OF INSTALLATION. IF ELECTRICAL COOKING EQUIPMENT IS SPECIFIED. ELECTRICAL CONTRACTOR TO PROVIDE TIE-IN WIRING 21. BETWEEN FIRE PROTECTION BOTTLE CONTROL HEAD. MICRO - SWITCH AND COOKING EQUIPMENT TO COMPLY WITH APPUCABLE LOCAL CODE REQUIREMENTS FOR EMERGENCY SHUTDOWN OF ENTIRE COOKUNE, SHUNT TRIP CIRCUITRY MAY BE REQUIRED, SEE OTHER ELECTRICAL PLANS, 22. UNLESS OTHERWISE INDICATED THE ELECTRICAL LOADS SPECIFIED ARE THE CONNECTED LOADS FUSE OR CIRCUIT BREAKER SIZE TO BE DETERMINED ACCORDINGLY. BASED UPON APPUCABLE CODE REQUIREMENTS. OMISSION: ')R ERRORS IN THE SCHEDULE DOES NOT REUEVE ELECTRICAL CONTRACTOR FROM COMPLETE AND CORRECT FINAL CONNECTION RESPONSIBILITY. REVIEW OF EQUIPMENT BROCHURE BOOM AND SHOP DRAWINGS WILL ASSURE CORR OF THIS WORK. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL ALL SWITCHES. STARTERS DISCONNECTS ETC. FOR 23 ALL EQUIPMENT UNLESS NOTED OTHERWISE. ALL DISCONNECTS OR LOCK -OUT DEVICES. STARTERS. ETC TO MEET N E C. AND O.S.HA_ STANDARDS. ALL RECEPTACLES SHALL BE GROUNDED PER N E.C. AND O.S.N A AND TO HAVE 140 GROUND FAULT 24 PROTECTION E-ECTRICA_ CONTRACTOR TO PROVIDE CONTROL HARING AND ELECTRICAL SERVICE FOR REMOTE. REFRIGERATION 2`_ SYS - EMS FOP WA_K -'ti 9.CXES ALSO COORDINATE LOCATION FOR SER4'!CE WTH ►-E E_EO R:7. +.L ENGINEER 26 E:_EC' i. C . C;A RA.:'OR TO x.cCI'DE WRAP ARC`.. D HEATER CABLE CN ALL EVAPORAT ]RAN JNES :_OC.J4' C WT.41N WALK -IN FREEZER (;F APPUCAELE: E LECTR , C.» CONTRACTOR TO INSTALL AND MIRE EXTRA LIGHTS PROVIDED IN WALL( -;% BC%.ES AS REOLARED 2 - T.-4R._3000;- S.V r- L!G' -`TS F'DR WA,J(jN AND 2 :..IG^TS FOR FREEZER ALL rf?EE ?,r a' --f•SE FC1r11Ec :;rNNEC''OtiS TO BE ON A FOUR 14 AIRE SYSTEM AND 2E POWER : ONNEo ON: 'C b 31s . :3, dMRE SYSTEM !UNLESS NOTE; C T!-E P AIM SE .'E a cv VW/-■- t rte'.,' y TE C' OR FOOC SERV CE CONSUL - ANT THE E.:..;;PMEN' RE O‘... ME S BE:- DIRE ORDERING 2s. M:. k_ RE S O! = OP DEPFDRIJANCE REJV REbEY`5 M .«+* r/VOR,(- A__- W RK RE:J. - NG - C S - V/rt yl .r SPEY- E2_ € \ •S "- BE • ERF•..+ V 3 'P.. 1! Y- w . !' . 4 DICE . J �- L "v CC T'Y r .^ S " AN: z - -ONE =WEN _ RE. Z.-A.; - y2REVIE E _ . E 17 E .:r"RE= F S- ANC. A.__ - -- � .�•_ C O1II tiE ti' S I+rE -E SS.L * - = CE T 1C.4 DVS ti ►_ 7. '_ 0 16rtti' SHOWN : - -i S S € _KESS N SE E : :' C ..:A= - Do s ALSO 1 1r s F _ : `F_ = h - C E &NC S €C ANC - ES 1 4: - :.►ESE.:+tY JENT Sk. 1 Pc_.cr. _ COh = =y_JA ISC A , g. = - ._ :: S 0 E 3 S EPS C.71aP_ "T a'S t u FLAG NOTES t P�'LICE . ;NC = ACC. ;' r' FE E::�.► = �:F F'FF S.Sik).4101 5 IMO Ir G 1.3 25 27 ft - same tar= r -r • t, K3-37 K2 -3.5 • K2 -9 K3-35 Kitchen EquipfnEflt Plan 610 ' , K1-22,24 - h -- • •• --, ; k'/ -16 *z 0 Qr, se •6 -8 K1-2123 S.SYy w xu• K3-40 K3-38 K1 KZ i K3- 242628 K2 -20 t re - =1 yw. K3-36 r LQ I. K1 -11 13 - - . -2325 K14S27,21# K1 -5 71 1)034-• 042-- • K1 - 252e.:0 K2 -25 3 K'- 15_17.9 _- K2 -22 1 K1- 37.39,41 I K2 -27 19 K1- 38.40,42 fW a r oar 6 /W Essiserring, hoc -tir from. *'.. gyp,. "or 2til. 4 1S. 111.1e t.,I OWNER City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206- 433 -0179 PROJECT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 i cy 1701 DRk111 R Y" KDD CHECKED nr EJD DATE 01/3 Ate•. _ +iC�� k i l l - I n \ 1 1;(11'\11 \ I lit b 1 R 11,..41. I -r 1 • cr r„ s' ! I 7 FA_ 253.813.887/ FAX. 253.M4.71498 CIIIITEC 1'S.COM RIGHT, REaERV1E1) F �•••- - A' F EE •' 4 4t1031 -7097 F -3 (FAN) 2HP 208V.30 F-6 (FAN) 2HP 208V,3 Scale: 114" = 1' -0" LL • ? • 4' - •^'E • • M( 25,2729 - - ! M(T)- 20,22,24 f \I. ENLARGED MECHANICAL ROOM PLAN F -5 (FAN) 1HP 208V,30 F-4 (FAN) 1HP 208V,30 C1- -1 5HP 208V.30 \ EF-4 120V.10 1134' —N T. 0 EH -2 1 kW 120V.1 DB(H )-37,39,41 , \,a�•r *10 19 wp GFt , R(H) -37 39 DB04) -1 PANE - 294 T _ -_— v V 'c ENLARGED ELECTRICAL ROOM PLAN North saw x.-= - _Q- DB(H) -11,13 R(H) -10 — E13 1kW 1201/.1f , 24 31 +14' -0' cFl 1 7F!-i`IE 128 31 7 UH-1 iIEHF - - Y20V.10 -- X 17 31 FP� 29 00 29 F -1 (FAN) 3/4HP 120V.10 17 19 15 - 122 I __ 21 b ` 21 19 T i P4 T}-28 Er4-4 .«w 1 27 • 23 31 j CF -2 110W 120V, 10 CF -1 110W 120V. 10 • 10 Eti -1 1 kW 120V 10- De AD-1 2 -1/2HP 208V,10 DB(H )-7,9 x� 25 I 21 I R(H)- 11.13.15,17.1921 19 f 04 I IQ MCn-3 I 1 i DE104).38 40 42 l i Mrn_is 1012 u(T)7 lam-14 .0.1 . 16.' 8 i mi At / 6 46 - 0 -4 P 21 0 R(H)- 23.25.2729 31 33 EF-3 •4 "3W 23 19 I "' , . . ; r.i V R0.0-8 r1 rr a I• 1' • 13 L AD-2 1/2 HP 208,1.- 1\!�1 R(T)-11.13,15.17.19 i F . • 11 cri rtk PA AMPLIFIER _ 3 IPA 15 17 11 c 17 14 14 0 \ L `TiCF 103 kk\ 13 AD-3 1/2 HP .208.10 .. B C 5 14 1 3 s 11 FLAG NOTES 1 . EF -1 113W CONNECT Ti CIRCUIT R(H) -15 REFER TO MECHANICAL SCHEDULE FOR CONTROL EQUIPMENT. 2. EF -2113W CONNECT TO CIRCUIT R(M) -17 REFER TO MECHANICAL SCHEDULE FOR CONTROL EQUIPMENT. 3 CONCEAL DEVICES AND CONDUITS IN CASEWORK VERIFY !NSTALLATION REQUIREMENTS WITH CASEWORK MANUFACTURE PRIOR TC ROUGH -IN. 4. VERIFY RECIPTACLE NEMA CONFIGURATION WITH EQUIPMENT MANUFACTURER. 5. PROVIDE (2) 8'-9 CCTV MONITORS COUNTER. CCTV MONITORS SHALL TIE - IN TO CCTV MONITORS @ OFFICE AND KITCHEN. (MONITORS NOT SHOWN HERE FOR CLARITY) 6. PROVIDE POWER AND DATA OUTLETS ABOVE CEILING IN LOCATION SHOWN FOR FUTURE CCTV.- 7 SEE E-3.K FOR KITCHEN ELECTRICAL PLAN SOME DEVICES SHOWN HERE COR CLARITY. 8 PROVIDE SINGLE STATION INTERCOM MASTER IN LOCATION SHOWN TEKTONE SM400 SERIES (WHITE) OR APPROVED EQUAL, STATION SHALL INTERFACE WITH TEXTONE OR640 SERIES REMOTE STATION LOCATE AT 1S' TEE (SEE SHEET SITE PLAN). PROVIDE POWER SUPPLY. TRANSFORMER, AND ALL ASSOCIATED CABUNG PER MANUFACTURERS RECOMMENDATION. 9. PROVIDE HOUSEKEEPING PAD FOR REFER TQ SPECIFICATION 10. SENSOR FLUSH VALVES UNDER BID ALTERNATE. PROVIDE SEPARATE PRICING FOR POWER CONNECTIONS TO FLUSH VALVES 104 M(T)- 19,21,23 7. K3- 18.20.22 17 7- CU-7 414• -d 15 AHU-7 1 -1/2HP 208V.30 • Chntira - j Engineering, 4•4••-.4. w 4 r1r n• low aftve oa": ER ON W M- 7±19'7 El.. 253.813.88'77 FAX. 253.854.7898 cairiEc, rs.ctM RJ GH . I\ RF:SERvTD City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206 -433 -0179 PR0IE - r New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 106 a 1701 I]RAa I $ ' KDD CHECKS BY EJD r, STE 01/30/03 r -ir P.% -* .f WWI I I :� E ( 1 4 04 • Mr 141 HW • YC FS5 21 FS5 23 21 AP 19 FS5 - F S8 . - 1,f :! FS5 FS5 '3 gars a►wuw S' r•••41111 24w x ACt A4G3 IC_ AC AC1 AC1 AC1 AC1 • AC AC A • Wr�3 4s 14a 14a 18c 12 - _127 -- NW FS4 3 FS4 1 Ni 41 L(H) -2 r H - r - 1 G -- - - - -- '!' 1_ i _iii I i Fi P 12a F� i ur ' -- — I i + ? 9SI. i 1 Fi r • � _ 4 FC r. A TORiffiPkETAMilE SWITCHES . & b' �,p•_o- HW1 it fir— • ! 223 FWG 1NL A WG,3 � FS5 21 FS5 . 21 ( i i L(F)9.11 21 FS5 • t 2' -0 • X AC/ 23 FSA 1 FSA � 2? Fc w 27 • Lighting Plan ' 27 • r r it 10c AC ea l ob r .1' `411k 10c AC 8a AC ' 8a S AC AC 8a A C HC 'AC,. S. o AC as AC f . 14. 16c ' 1 4a 4a 14a S AC AC S 111c1 2'4- AC 0 — .=.- �- as 1 ,1 v x4! ' z z AC ' ' • i • 14a HC 14a AC A WG3 i -4 HC K K HCI ACSI GENERAL NOTES 1 REFER TO SHEET EO 2 FOR LIGHTING FIXTURE SCHEDULE. 2 REFER TO SHEET EO 2 FOR LIGHTING CONTROL SYSTEM INFORMATION 3. PROVIDE EMERGENCY BALLASTS OR SHADED FIXTURES PER SYMBOLS AND ABBREVIATIONS 4 PROVIDE QUANTITY OF BALLASTS PER FIXTURE, TO ACCOMPLISH SWITCHING SCHEMES AS INDICATED 5 REFER TO DETAIL DRAWINGS FOR ADDITIONAL INFORMATiON DETAILS APPL FOR APPLICABLE SITUATIONS WHETHER SPECIFICALLY REFERENCED OR NOT 6 REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS ANC MOUNTING HEIGHTS OF LUMINAIRES. INFORM ENGINEER OF CONFLICTS. 7 THE CIRCUITING SHOWN IS DIAGRAMMATIC THE DRAFTING METHOD WHICH MOST SIMPLY CONVEYED THE CIRCUITING INTENT IS EMPLOYED. WHERE LUMINAIRES ARE SHOWN UNCONNECTED, CONNECT IN A MANNER CONSISTENT WITH THE MATERIALS AND METHODS SPECIFIED 8. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ARCHITECTURAL DRAWINGS TO COPt $RM CEILING TYPES THROUGH -OUT. USE APPROPRIATE WIRING METHOOS FOR EACH TYPE OF CEILING, ENSURE THAT JUNCTION BOXES AND WITH TRANSFORMERS ARE ACCESSIBLE AFTER WORK IS COMPLETED DO NOT LOCATE JUNCTION BOXES IN 'HARD' CEILINGS. { i 9 WHERE TWO (2) SWITCH LEGS ARE SHOWN IN OR ADJACENT TO A FIXTURE, CONNECT FIXTURES WITHIN THE SAME nOCM, AND IDEhTIFiEt1. THE SAME, SIMILARLY. I.E. SWITCH LEG'a' TO OUTER LAMPS, SWITCH LEG 'b TO INNER LAMP. 10. INSTALL ILLUMINATED EXIT SIGNS IN COMPLIANCE WITH APPLICABLE CODES. PROVIDE NECESSARY HARDWARE TO LOWER FIXTURES IN AREAS WITH HIGH CJ;ILINGS. PENDANT—MOUNT, WITH HARDWARE PROVIDED BY SIGN MANUFACTURER S IFIED: UNLESS OTHERWISE NOTED. 11. FIXTURES ARE TYPE 'FLP1' UNLESS OTHERWISE NOTED. FLAG NOTES PROVIDE (4) DIMMER SWITCHES IN LOCATION SHOWN. CONTROL SWITCH LEGS a,b,c,d. 2. CONNECT TO 120V,e RECEPTACLE CIRCUIRT. 3. PROVIDE (5) DIMMER SWITCHES IN LOCATION SHOWN. CONTROL SWITCH LEGS r,s.tu,v. 4. COORDINATE LOCATION OF ACCESS PANES FCk LV TRANSFORMER. SEE GENERAL NOTES. HO' • p ot ACS ACS ■ 64 62 HC/ 6P•4 ' sP Q 6o� HCI % HCI 6 NCI � ACSI ACS' i r. 4: ; ,wti 11{r — /j oegui Esegiseeristg, wG 1 110 III IIH OWNER City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206- 433 -0179 PROJECT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 1701 DRAWT� KDD aLECKED E JD DATE 01/30/03 REVT. I :z" 1 • -1► 1 141 • ON 984 i1 -7897 1E1_ 253.813. FAX. 253. BS4.789K C111IFECTS.COM w(:►+n *VED 1 1 1 \ ; rip AU ":: DIALER) arc_ E CNE 'NTERACE TO TTB R(H) -4 314"C, 2 #12, #12G 19" x 7' EQUIPMENT RACK. CHATSWORTH /CPI 55054 -503 OR APPROVED EQUAL (TYP) LOW PROFILE SHELF C HATS WORTH /CPI 11294 -719 OR APPROVED EQUAL PROV ?DE (3) SHELVES PER RACK "VOTES I BATTERY I Fire Alarm Riser Diagram Scale: None CABLE MANAGEMENT PANEL ORTRONICS OR- 808004759 _ OR APPROVED EQUAL. PROVIDE (3) PER RACK. WALL -MOUNT BUSBAR KIT CPI /CHATSWORTH 10622 -020 OR -410.. APPROVED EQUAL IEFEEEEEEEI r RDV,DE RACK MOUNT GROUND BAR ON EQUIPMENT RACKS (TYP, Ca_ CHATSWORTH 10610 -015 OR APPROVED EQUAL 2 RCVIDE CODE-COMPLIANT SEISMIC BRACING FOR RACKS PRC ✓;DE RACK AND FRAME. INSTALLATION KITS ;TYP) Data Rack Elevation ti sc..., TYPICAL NOTIFICATION CIRCUIT TYPICAL INITIATING CIRCUIT PATCH PANEL - 48 PORT ORTRONICS OR -85100 SERIES OR APPROVED EQUAL. PROVIDE (3) PER RACK SINGLE - SIDED WIDE VERTICAL CABUNG SECTION CPI/CHATSWORTH 11374 -703 OR APPROVED EQUAL. PROVIDE 2 PER RACK. 70" POWER STRIP. CPI /CHATSWORTH 12470-701 OR APPROVED EQUAL (TYP) QUADRAPLEX RECEPTACLE (TYP). SEE SHEET E3 1 r TO NEXT DEVICE TO NEXT DEVICE FLUSH FLOOR PLATE W! CARPET INSERT PATCH PANEL (TYP) v• -'SZ -_COR v-- SITE #6CU GROUND BUS DATA RACK � BLDG. GROUND Scale: None Telephone I Data Riser Diagram DEVICES PER PLANS ( 'T' Floor Box Mounting Detail ` TELEPHONE TERMINAL BOARD TELEPHONE EQUIPMENT (BY OTHERS) GROUND BAR WITH INSULATOR (TYP) `---- - ..• — TYPICAL DEVICE CATEGORY 5e - VOICE CABLE -� TYPICAL DEVICE (2) CC TO TTB _ 7 - CATEGORY 5e - DATA CABLE PULLBOXES (AS INDICATED ON SITE PLAN) FLUSH FLOOR BOX (AMP ACCESS FLOOR WORKSTATION MODULE OR APPROVED EQUAL) CONNECTION SHOWN Fr.IR CLARITY STUB CONDUIT INTO APPR'":PRATE COMPARTMENT ;1 i 314 "C UON - CONDUCTORS PER PLANS (POWER' ( 2 ' 1 " C 0 UON !DATA Ex S — : •G CONCRETE S: CCTV © OFFICE EXTERIOR CABLING PER MFGRS REQUIREMENTS CCTV---- - -� - -- I I I Scale: None r i--1 7 -.-- -- CCTV SWITCH (MOUNTED IN CASEWORK) , i CCTV Riser Diagram CCTV KITCHEN EXTERIOR CCTV MONITOR (8" - 9") IN PRO SHOP (TYPICAL OF 2) fo)()-tozt-20-, �t OWNER City of Tukwila 13900 Interurban Ave. So. Tukwila, WA 98168 206- 433 -0179 PROJECT New Foster Golf Links Clubhouse 13500 Interurban Ave. So. Tukwila, WA 98168 DRAWN B Y KDD ':flE(_K.ET] BY EJD 01/30/03 MIRES 1)1 I \11 S `%t 1 \ i Nit Nowt - 2.3.$Li.P$77 FAX . 253. g54.78 414 CI-IITEM .COM Jo ;4/:I3 WGH'!ti kk: ERVEL1 • File: D03 -0042 35mm Drawing #1 2C23X23 -224 3253 CUSTOM C44A +BUILDUP COMBINED W/ 812.1 20.0 8.0 25.0 28.8 5.0 30.0 8.0 120 120 208 2 -1/2 208 208 120 208 X 5 -15P X 5 -15P 33 X 5 -15P 68 5 -20P 48 5 -15P 73 208 -240V 30 OUNIT 96 VERIFY ALSO AVAILABLE AS 2 X 5 -20P 48 10 FT CORD 33 34 35 35.1 38 37 38 19 1 20 1 21 1 22 1 23 1 24 1 25 1 25.1 1 25.2 1 26 1 27 1 28 1 28 3 29 2 30 1 30.1 1 31 1 32 1 32 1 33 1 34 1 35 1 35.1 1 38 37 ITEM NO QTY 2 2.1 3 1 4 2 5.1 5.2 1 6 1 7.1 1 7.2 1 8 1 9 2 10 1 10.1 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 3 EQUIPMENT CATEGORY WALK -IN COOLER /FREEZER' EVAPORATOR COIL, COOLER COMPRESSOR, COOLER SHELVING RACK, UTILITY RACK, DUNNAGE RACK, DUNNAGE WALK -IN FREEZER EVAPORATOR COIL FREEZER COMPRESSOR, FREEZER FREEZER SHELVING RACK, UTILITY SMOKER EYEBROW HOOD RACK RACK, MOBILE MIXER, COUNTER TABLE, WORK SHELVING, WIRE BIN, INGREDIENT COOLER TABLE, WORK SHELVING, WIRE REFRIGERATOR, REACH -IN EMPLOYEE COUNTER EMPLOYEE LOCKERS TABLE, WORK OVEN, SLOW COOK /HOLD TILT SKILLET KETTLE, STEAM JACKETED FILLER, KETTLE & POT STAND, KETTLE RANGE, HEAVY DUTY, WS OVEN, CONVECTION, GAS SPARE NUMBER KITCHEN SWING DOOR SINK, HAND EXHAUST HOOD EXHAUAST HOOD FAN FIRE SUPRESSION - PREP LINE CART, BANQUET SERVICE CART, BANQUET SERVICE SLICER, FOOD TABLE, WORK SINK, PREP FAUCET, WALL MOUNT SHELVING, WIRE SOIL DISH TABLE CLEAN DISH TABLE WAREWASHER, RACK CONVEYOR PRE- RINSE, WALL MOUNT WATER HEATER, BOOSTER SHELVING, WIRE DUCT HOOD (D/W) FAUCET, WALL MOUNT SPARE NUMBER 3 COMPARMENT SINK MANUFACTURER KYSOR ERICKSON REFRIGERATION BY ERICKSON METRO INTERMETRO INDUSTRIES NTERMETRO INDUSTRIES I NTERMETRO INDUSTRIES KYSOR ERICKSON REFRIGERATION BY ERICKSON REFRIGERATION METRO INTERMETRO INDUSTRIES J&R J&R LOCKWOOD INTERMETRO INDUSTRIES HOBART US FOODSERVICE ADVANCE TABOO INTERMETRO INDUSTRIES RUBBERMAID ADVANCE TABOO INTERMETRO INDUSTRIES TRUE FOOD SERVICE MILLWORK MILLWORK ADVANCE TABOO ALTO -SHMM . GROEN -- GROEN FISHER GROEN JADE RANGE BLODGETT OVENS EUASON ADVANCE TABOO SPRING-MR SPRING -MR ANSUL CRES COR CRES COR GLOBE FOOD fiRUIPMENT ADVANCE TABOO METAL FAB FISHER NTERMETRO INDUSTRIES METAL FAB METAL FAB HOBART US FOODSERVIC FISHER HATCO INTERMETRO INDUSTRIES METAL FAB FISHER METAL FAB 1 SINK, MOP ADVANCE TABOO 47 1 SHELVING, WIRE, DRY STORAGE INTERMETRO INDUSTRIES 48 1 HOT WATER HEATER BY P.C. 1 CO2 TANK BY VENDOR 1 SHELVING, WIRE, LOCKED UQ. STOR. INTERMETRO INDUSTRIES 1 SINK, DROP -IN ADVANCE TABOO 1 TRASH CAN RUBBERMAID 1 REFRIGERATOR, UNDERCOUNTER, COMP41IVERAGE -AIR 54 1 RACK (CUP) STORAGE MILLWORK 55 1 DOLLY, DISHRACK CRES COR 56 1 ESPRESSO EQUIPMENT ESPRESSIMO (SPEC ?) 57 1 GRINDER ISPRESSIMO (OTHER) 58 1 SERVICE COUNTER MILLWORK 59 1 SYRUP WARMER CECILWARE 60 1 SINK, DROP -IN ADVANCE TABCO 61 1 RACK (CUP) STORAGE MILLWORK REFRIGERATION MODEL NUMBER CUSTOM TBD TBD ONE RE1 2KR346MC 2KR366MC CUSTOM TBD TBD ONE LOT RE1 700 CUSTOM CR69 -7 RE1 A200 +BUILDUP KAG -306 1436BR 3600 KAG -303 1436BR T -49 CUSTOM CUSTOM 12X12 KAG -304 1000- TH -I /HD HFP /2 -4,NAT TDB /C -40 2040 TS /9 -2 FOR TDB /C -40 :A TDB/7 -40 JTRH -6 -36 DFG100 DOUBLE LWP -3 7 -PS -80 CUSTOM (PREP) 18' CUSTOM CUSTOM H- 137- S -96 -BC H- 137- S -98 -8C 3600 KAG -304 1442BR CUSTOM 2210 -WB C -27 14488R CUSTOM 3253 CUSTOM 9 -OP -20 LOT FAST RECOVERY OUTSIDE FILLER SEC56CQ DI -1 -10 SUM JIM UCR20 CUSTOM 501 -D TBD 8258 (TBD) CUSTOM SD1 DI -1 -10 CUSTOM EQUIPMENT REMARKS INCLUDES #10.1 LOAD NEED SPEC WTR FILTER? 8.1 3.5 15.0 8.0 0. 20.0 5.0 15.0 20.0 0.1 E Q U 0 120 120 208 1/3 115 1 60 120 1 _■ _■ 1 60 1 60 El 3 60© 1 80 X 1/6 120 1 60 115/208 1 60 X 60 X X X 5 -15P 12 5 -15P 48 U ELECTRICAL S ' ^ .,. REMARKS 104 LIGHTS & CONTROLS 80 OUNIT DON'T DUPLICATE 104 LIGHTS & CONTROLS 80 HEAT TAPE DRAIN OUNIT VERIFY 12 VERIFY REQ'S VERIFY 24 VERIFY 5 -20P VERIFY S C H E D U L E MI NEIN M al MIN VERIFY, GAS DISCONNECT 31 32 3/4 271 8 1/2 18 12 2 12 2 12 3/4 36 2 0 96 win Kw 34 11111 - 7.11 ® 21 ' 1/2 21 1 -1/2 26 11111 - I 1I1 1I� 1, 1I1 1I1 1I� 1I� 1I� 1I� III 1I� 1I� s 1 1 1I� 1I� 1I) � � 21 �L� 1I� 1I� � 1.I� � I� (I) ��I 1I� 1I1 Inch 1/16 4 51 6 Since 072 OTT • i 6 b 6 EI6 L 6 06 6 8 L 9 l � II II 1 IIIIIIIII 1 IIII I IIII 111111111111 IIIIII 11 1111IIIIII1IIIIIIIIIIIIIIIIIIIIIIIII11111111i 111111111 111111111 111111111 111111111 111111111 3/4 3/4 60 3/4 60 3/4 12 3/4 2 c� a 55g a? a as ITEM IT 5:bi REMARKS n:0 o n:c) ? sv1 NO N C 32 2.1 Ek 3 8! 4 8E 5A 81 ® BF 8 8£ 7.1 7.2 7C 8 71 72 72 7 7! 7E 13 71 14 7E 15 7£ 18 BC 17 81 18 81 19 81 20 82 21 82 © 8g 23 &` 24 at 25 81 25A ae ® as 9C 27 91 92 28 92 • 9i 29 9s 9: 9: 9! 9E 91 9E 9£ 1C AIR -GAP TO FS MR -GAP TO FS VERIFY RUN BLOW -OFF TO FLOOR DRAIN WASTE TO CODE VERIFY VERIFY, AIR -GAP TO FS 4X16 400 4X18 200 D03 -042 a..a a � > G 2 1 VERIFY REQ'S 10.1 11 12 39 40 VERIFY IF BC 47 BC BC 50 BC 51 BC 52 BC B i 54 B1 © B1 58 B1 57 81 58 81 59 81 80 B1 61 PC 48 48 49 53 IC 1C 1C 1C 1C IC 1C 1C 1C BC BC BC BC