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HomeMy WebLinkAboutPermit D03-201 - KFC / TACO BELL - NEW BUILDINGKFC /TACO BELL 15036 TUKWILA INTERNATIONAL BL D03 -201 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 0041000525 Permit Number: D03 -201 Address: 15036 TUKWILA INTERNATIONAL BL TUKW Issue Date: 10/03/2003 Suite No: Permit Expires On: 03/31/2004 Tenant: Name: KFC /TACO BELL Address: 15036 TUKWILA INTERNATIONAL BL, TUKWILA WA O wner: Name: DESIMONE FRANK SR Address: PO BOX 68902, SEATTLE WA Contact Person: Name: BRAD MINOGUE Address: OLYMPIC ASSOCIATES, 701 DEXTER AV N, #301 Contractor: Name: MASTER CONSTRUCTION CORP Address: 5307 47 AV S STE 8184, SEATTLE WA Contractor License No: MASTEC *210MP Phone: Phone: 206 285 -4300 Phone: Expiration Date: 07/22/2005 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 3,568 SQ FT FAST FOOD RESTAURANT AND ASSOCIATED SITE WORK. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, STORM DRAINAGE, RPBA W /HOT BOX ON DOMESTIC WATER, FIRE HYDRANT, GREASE INTERCEPTOR INSTALLATION. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $ $305,777.60 Fees Collected: $9,856.63 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 20 Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 305 c.y. Fill 300 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Public Works Activities: N N Private: Y Y Profit: N D03 -201 Public: Non - Profit: N Printed: 10 -03 -2003 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private: Public: N ** Continued Next Page ** D03 -201 Printed: 10 -03 -2003 Permit Center Authorize Signature: I hereby certify that I ha e read and examine this permit and know the same to be true and correct. All provisions of law and ordinances governing thi rk will be complied with, whether specified herein or not. The granting of this p: r t floes not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructi performance of work. I am authorized to sign and obtain this development per it. Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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. D03 -201 Printed: 10 -03 -2003 Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0041000525 Permit Number: D03-201 Address: 15036 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 07/03/2003 Tenant: KFC /TACO BELL Issue Date: 10/03/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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). 4: 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). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: 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. 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: 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. 9: 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. 10: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12: Readily accessible access to roof mounted equipment is required. 13: 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. 14: 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). 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: All wood to remain in placed concrete shall be treated wood. doc: Conditions D03 -201 Printed: 10 -03 -2003 sL•,�f.;y4s ;�Ts'3`1�:+;ti+:fkwijk CNeA1.N�hL' City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: 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. 18: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 19: A Certificate of Occupancy will be required for this permit. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 22: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 23: 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) 24: 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. 25: 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) 26: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 27: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 28: 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) 29: 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). 30: * ** EXITS * ** - UFC Article 12 31: 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) doc: Conditions D03 -201 Printed: 10 -03 -2003 .i�,�d1,- .72•iai.,nt City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 32: Exit doors from a group A, E or I occupancy having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. (UBC 1007.2.5, 1007 -3.10, 1007.5.8) 33: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 34: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 35: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 36: The power supply for means of egress illumination shall normally be provided by the premises' electrical supply. In the event of it's failure, illumination shall be automatically provided from an emergency system for Group I, Divisions 1.1. and 1.2 occupancies and for all other occupancies where the means of egress system serves an occupant load of 100 or more. Such emergency systems shall be installed in accordance with the electrical code. (UBC 1003.9.2) 37: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 38: 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. 39: Local U.L. central station supervision is required. (City Ordinance #1900) 40: 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) 41: 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 Iockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. (City Ordinance #1900). 42: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 43: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 44: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 45: For all commercial, multi - family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of any building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measurd along the path of vehicular travel. (City Ordinance #1692) 46: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of constructino. (UFC 901.3) 47: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54, it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) doc: Conditions D03 -201 Printed: 10 -03 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 48: Utility and detention vaults, located in fire apparatus access roads, shall be designed to withstand an outrigger load of 68 lbs. per square inch. 49: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 50: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 52: ** *PLANNING DEPARTMENT CONDITIONS * ** 53: Applicant shall follow the recommendations outlined in the arborist's report particularly that a certified arborist shall be retained to oversee the renovation pruning of the existing trees that are proposed to be retained. 54: The abandoned sign along South 152nd Street must be removed prior to final building inspection. 55: Applicant shall provide a copy of the recorded boundary line adjustment. 56: The site furnishings including planters, benches and light fixtures must be those approved as part plaza redesign approved by the Director of Community Development. 57: Colored concrete must be used in the plaza area to highlight the area and the color selected is "antique cork ".The concrete mix design, texture and scoring pattern are to match the adjacent city sidewalk. 58: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 59: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 60: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 61: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 62: 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, (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 63: Any material spilled onto any street shall be cleaned up immediately. 64: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 65: A bond in the amount equal to 150% times the cost of construction in the Right -of -Way, made out to the City of Tukwila for possible property damages caused by activities. 66: Business License with the City of Tukwila. doc: Conditions D03 -201 Printed: 10 -03 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 67: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 68: 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. 69: The Land Altering Permit Fee is based upon an estimated 305 cubic yards of cut and 300 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 70: 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. ( I hereby certify that I have /reak governing this work will be corn The granting of this permi doe regulating construction or the Signature: doc: Conditions I the plie s erfi e conditions and will comply with them as outlined. All provisions of law and ordinances with, whether specified herein or not. t presume to give authority to violate or cancel the provision of any other work or local laws rmance of work. Print Name: D03 -201 Date: fc)A43 Printed: 10 -03 -2003 Site Address: Tenant Name: `•' E -Mail Address: Company Name: Company Name: Mailing Address: Contact Person: E -Mail Address: \applications \permit application (3.2003) 3/2003 CITY OF TUKWIL4 -- , Community Development D .irtment Public Works Department. Permit 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** Property Owners Name: Srd #/11124'1 ■GIL41,' Mailing Address: My 197 ` sf- I Z/Z .4 ��. City State Zip _!'~ Name: `;a rad A4 2 t , ay G Day Telephone: Mailing Address: - 70/ 71' /114? • M 14111 goyor City State Zip e C / M7/ . ceis1 Fax Number: GENERAL CONTRACTOR INFORMATION 7 ittrileet Mailing Address: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Page I .SYr Building Permit Mechanical Permit No Public. Works Permit- Project No. King Co Assessor's Tax No.: 1/lll. ' Suite Number: New Tenant: State Floor: .... Yes City Day Telephone: Fax Number: Expiration Date: 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 State Zip City Day Telephone: Fax Number: Company Name: Mailing Address: /147/ 17/ City State Zip Contact Person: / Day Telephone: E -Mail Address: m ,Pihl to C p'' l ct zi C Cad /Number: irtkli daFf� t' J+ • i Th f!S.)13;,:J.'�ia`. ?;�hawa�Gn: BUILDING PERMIT INFORMATION -. 206- 431 =367o Valuation of Project (contractor's bid price): $ S Scope of Work (please provide detailed information): Will there be new rack storage? D ..Yes Provide. All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: . Compact: Will there be a change in use? 0 ....Yes j 't If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers 0..Automatic Fire Alarm D..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 ..Yes []%.IQo If "yes", attach list of materials and storage locations on a separate S -112 _ x I 1 paper indicating quantities and Material Safety Data Sheets. \appliations\permit application (3-2003) 3/2003 Existing Building Valuation: $ h If "yes ", see Handout No. for requirements. Handicap: Page 2 Existing Interior Remodel Addition to Existing Structure • N ew Type of Construction : ' . per ..UBC Type of . Occupancy per • UBC I!' Floor - ,/565 V /.V - 2 "Q Floor _ .� • . 3 3' Floor.. `; . .. . . Floors thru Basement . Accessory' . Structure* . • . Attached' Garage,. • - .r . , • Detached Garage Attached Carport Detached Carport Covered Deck . • Uncovered Deck BUILDING PERMIT INFORMATION -. 206- 431 =367o Valuation of Project (contractor's bid price): $ S Scope of Work (please provide detailed information): Will there be new rack storage? D ..Yes Provide. All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: . Compact: Will there be a change in use? 0 ....Yes j 't If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers 0..Automatic Fire Alarm D..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 ..Yes []%.IQo If "yes", attach list of materials and storage locations on a separate S -112 _ x I 1 paper indicating quantities and Material Safety Data Sheets. \appliations\permit application (3-2003) 3/2003 Existing Building Valuation: $ h If "yes ", see Handout No. for requirements. Handicap: Page 2 PUBLIC WORKS PERMIT INFORMATION: —:206- 433 -0179_ Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ... Water Availability Provided Proposed Activities (mark boxes that apply): ❑ ...Right - of - way Use - Nonprofit for less than 72 hours ❑ ..Right -of -way Use - No Disturbance Erlonstruction/Excavation/Fill - Right -of -way N7 Non Right -of -way re*" .Total Cut Zj O% cubic yards .Total Fill '0 cubic yards .Sanitary Side Sewer ❑ .. E ap or Remove Utilities ['iontage Improvements 1***" ❑ .. ❑ ...Traffic Control Q�1M • ❑ Nkilackflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ... Water Main Extension Public _ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Water Meter RefundBillinR: Name: Mailing Address: Vpplicalions \permit application (3.2003) 3/2003 ... Water District #125 WO# WO# WO# Private Private NA , ; Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Sewer District ❑ ...TukwilaValVue ❑ .. Renton ❑ ...Seattle ❑...Sewer Use Certificate ❑...Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): EVeivil Plans (Maximu'm Paper Size — 22" x 34 ") erli. /Fecltnical Information Report (Storm Drainage) [. Geotechnical Report ❑...Traffic Impact Analysis 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) 0... Hold Harmless Abandon Septic Tank Curb Cut Pavement Cut Looped Fire Line „ ( getut Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Mailing Address: Page 3 ❑ .. Highline ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone p./.'Storm Drainage tv/purs City' ❑ .. .Deduct Water Meter Size City ❑ ...Renton . Grease Interceptor( VA t E ❑ .. Channelization ❑ .. Trench Excavation tility Undergrounding 4*. „ State , Zip State Zip Day Telephone: . Day Telephone: Unit Type: Qty Unit Type: Qty Unit Type: , Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace> 1 00K BTU Evaporator Cooler 3 -15 HP /500,000 BTV'` Floor Furnace Ventilation Fan .. - 15 -30 HP /1,000,000•B -TU Suspended /Wall /Floor Mounted Fleata:.'`,• . _; : Ventilation System 30 -50 FIP /1,750,000 BTU tit Appliance Vent Hood 50+ F1' BTU Heat/Refrig /Cooling System Incinerator - Domestic • , "vv i:. ' • -:, Air Handling Unit <= 10,000 CFM Incinerator — Comm /1nd ,!• •: . 1,-,'7.:/` ;r .,:� : '. :MECHANICAL PERMIT INFC`vIATION - 206 - 431 - 3670 MECHANICAL CONTRACTOR INFORM TION �� •�j Company Name: v[ &Ste �Ul l�/ a Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Z Contractor Registration Number: Expiration Date: 1- Z * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** W LI LLl .J 0 0 0 CO 0 CD ILI J F Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... D Commercial: New ....D Replacement .... 0 Replacement ....0 Fuel Type: Electric 0 Gas ....El Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTE § Applicable to all perniip iip 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 TF HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY TH • LAWS OF THE STATE OF WASFIINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. #• BUILDING OWNER OR AUTHOR Signature: Print Name: Mailing Address: , 0/ %applicatwnstpermit application (3.200)) 3/2003 Page 4 Date: Day Telephone: 2r1' 2.05 45aj City ' Date Application Accepted: 7- 5 —D/ Date Application Expires: 3 — dV Staff Initials: i S, .a,.' ::,.. �'� �,;i yr :w:AS�h'1.e:,ti:4,f:t� *�•c�ii;.,;,.4 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0041000525 15036 TUKWILA INTERNATIONAL BL TUKW KFC/TACO BELL R04 -00165 SKS 1165 MASTER CONSTRUCTION CORPORATION TRANSACTION LIST: Type Method Description Payment Check 26507 PLAN CHECK - NONRES RECEIPT Account Code 000/345.830 Permit Number: Status: Applied Date: Issue Date: D03 -201 ISSUED 07/03/2003 10/03/2003 Payment Amount: 47.00 Payment Date: 02/11/2004 03:27 PM Balance: $0.00 Amount 47.00 Current Pmts 47.00 Total: 47.00 VP P 02/12 9716 TOTAL 47.00 Printed: 02 -11 -2004 Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -01204 Initials: SKS User ID: 1165 Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 KFC /TACO BELL MASTER CONSTRUCTION CORPORATION Payment Check 26275 BUILDING - NONRES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Description RECEIPT 0041000525 15036 TUKWILA INTERNATIONAL BL TUKW Account Code 000/322.100 000/342.400 000/342.400 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 5,207.35 Payment Date: 10/03/2003 01:33 PM Balance: $0.00 Amount 5,207.35 Current Pmts 2,147.35 89.50 2,966.00 4.50 Total: 5,207.35 D03 -201 APPROVED 07/03/2003 3321, 10/03 971 TOTAL 5207.35 Printed: 10 -03 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -00805 Initials: SKS User ID: 1165 Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 KFC /TACO BELL OLYMPIC ASSOCIATES CO Payment Check 13919 PLAN CHECK - NONRES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Description RECEIPT 0041000525 15036 TUKWILA INTERNATIONAL BL TUKW Account Code 000/345.830 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Amount 4,649.28 Current Pmts 1,395.78 250.00 37.50 2,966.00 Total: 4,649.28 D03 -201 PENDING 07/03/2003 Payment Amount: 4,649.28 Payment Date: 07/03/2003 11:49 AM Balance: $5,207.35 .)1.13 07/07 . n.11.6 TOTAL. 4649n 213 Printed: 07 -03 -2003 r 1 II Type of Ins coon: 4 ,0 Address: // ''�` "" 1 G : l..t. 1 \ t , / Date Calle . /910‘-k Special Instructions: -''6770/1/ . i szc.00.4,1Atii. mot( Date Wanted: ' �i if A.A. `�( // �!! Requester: Pho.s No: Eto - Lii-k).---4,33(4 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (:4 7 2 7, e ,./ ,e.1141,1 1 71 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 J ( EE REQ IRED. Prior to inspection, fee must b paid at 6300 Southce • ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: cB Project: pc..." GO /'// Type of Insp ctiion: ,.�.� -- / /V t <'d /'>' Address. �� �- 501 T,4 Date Calle : " Special Instructions: Date Wanted: Requester: Phone No: 30 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERT N • (206)431-3670 pl., Approved per applicable codes. COMMENTS: Corrections required prior to approval. Date: El $47.00 REINSPECTION SEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj ct: Type o Inspection lam )v i A• dress: Date Ca = 4: • Spe is it� 9 . # ■ /'`! 41;43 Date Wanted: �m. P m / Requester. Phone No: 'Crtii�?ri 'E. f r .8 'N1; < 4`. , i153.fi:^r;l.??tg rr K+ yr ....Al ( re INSPECTION RECORD Retain a copy with permit NS . NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1.00, Tukwila, WA 98188 (206)431,3670 COMMENTS; Me 4 P1 &1- j7Pp/i� 6 © �� 4,' 66, vv'd/7 1 ir3oc) Y.D Ma 1- W • •• -4. T .• Approved per applicable codes. Corrections required prior to approval. cW El $47. •REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1� -• COMMENTS:/) F4).7„,/, I.,, 0 /�, ,1 ", b ,r,) •, �0 3 �- 26 r. .i,/ 4-4. f < / ,tl rrzsa i.'4./ p he.{.4-1e +e, 5.7.1 4 ''--z cl-4-?,/,./ r•,/. ,,,x I'h, '4 #C 1 4 . * ( n P / / r i Z 9 4L , ,O 1h4 45 , J � 2 , di , ` T-. YlJ A ✓ v.I-- yam /rye / , A74 , -( 1 - L .Tt;, 3 5 7 / e,se , ' /1 / `-,� »)-7 ... v7/ /,J b - ,...4ii- .7 , /57 )4/, wy _ / Q h 1,, 'l, ! ,f /CgiAt? d-. , S --ir( ' ;1'7_, -ZG /- 17 L 7�- % a feir4 4 ' 0 /4A I 1% 6- 7 cr „ 4 L/-/ Prpocr Type of Ins ectio AD lc? T 1 i g Date Called Date Wa i api 941.14, el., Special Instructions: t a....#1 C I Pit Reque ter: E A , LSO Phone No: - 5wa -44 1 433L ��• ty� 5�� i ESi'M 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 PER ft ® Corrections required prior to approval. (26.)431 -3670 El $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Sg i • -T MEN pmA , A ! I? 2dj P cti 3„ .C=.1PrZ.1Nb -- A 4 j ( -1 ,'I 1 Nit ..ants - = C1( O � d 6- � 2 Address : I �3 'i Date Called; 3- a -oy `F) SusQ 4) n.�, );NI (, - A (No A /' v Date Wanted: S_3 p —°y a.m. p.m. Requeste f ", Pro ct: tC / Ti'leb G6 4... Type of Inspection: Address : I �3 'i Date Called; 3- a -oy Special Instructions: Date Wanted: S_3 p —°y a.m. p.m. Requeste f ", INSPECTION RECORD Retain a copy with permit INSPE •N NO. PER I. CITY OF TUKWILA BUILDING DIVISION l e a, A 6300 Southcenter Blvd., #1 do, Tukwila, WA 98188 g Approved per applicable codes. Inspector: / Date: Pity )04 (206)4'31 670 El Corrections required prior to approval. 1Ni 1- - 3 - 3 3 - 0 L 47.00 REINSP CTION /EE 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 w Address: /S Vila. Date Called: _5 /zy /Jy 9h , Vow Y 4ti-+ -4-, Requester J / Z 1An Mat4Ali Phone No: C- iv `� I( / • 5 /I5yo/ � i 11 4 i( Laces 6 3 /2.y /tf '(A J .ti, 2 /yfcY &42 APIA d` t Project: r /TACO X Type of Inspection: r w Address: /S Vila. Date Called: _5 /zy /Jy Special Instructions: Date Wanted: a < < r a.m. p.m. Requester J / Z 1An Mat4Ali Phone No: C- iv `� 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: 317-11/0 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: /J Pro ect: i _w Type of Ins Qectiof, - `vi ' Address: ) SC, -2 )4 77 Date Called: Special Instructions: Date Wanted: a,' Requester: 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 2Q6) -3670 a Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Ins ' ectbr: r lDate: "---a REINSPE ION FE ' REQI)IRED. Prior to inspection, fee mus(be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: J COMMENTS: `1 /--�p g , - Type of In /?..- ,- ) Yl,)'I, r`r o4% Addr sAL \ c -51)3kQ 7 , 7), F - /,•, , . ;i Date Called: 31 1 4 1/ 0 Li Special Instructions: r AAAP L/ , O F;)- / 6O ar% dP•�i-7., + Date Wante �� 3 f t3l k h Requester: j S Me ,‹ 47 G+ h Ce.ii dC• n 6 _ R to /•c_ h itn4, 4-- c^ .. `•' 7 1- . C 5,4, 4" 1 %: / r• 1 ,-, Pro: c Type of In ectio,�n}: /� Addr sAL \ c -51)3kQ 7 Date Called: 31 1 4 1/ 0 Li Special Instructions: r AAAP _. t OD + Date Wante �� 3 f t3l a.m. p.m. Requester: j r �u ,Q 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 V °3- " -° 1 PERMIT - (20. 431 -3670 R Corrections required prior to approval. nspector; biA Date: $47.00 REINSPEcIION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: k1= e / ra Co P.-6; � Type of Inspection: PI c'-' Address: IS6 3 6 74 kw* e■� Date Called: Special Instructions: `�(t i _ t,..af' c( r Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECOk.i Retain a copy with permit INSPE TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. PERMIT NO. 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 Inspect Address: 1a03 (a TI 8 Date Called: 0� / o y / u v Special Instructions: �c{- S Pi -1 IT ) LI V a V C " "` 6 4.6 � s '" ' - c• 0 / ..- ' ku0 ` qvc4,44 Vim , TArtati i.vi ievs iF-ti. NO:G e , VeAlat . (J At it) , (c.,1,4,.. .2ir t& t.7) -l ch V ce I A. 'I i Project: C II CO Type of Inspect Address: 1a03 (a TI 8 Date Called: 0� / o y / u v Special Instructions: �c{- S Pi -1 IT ) LI Date Wanted: J (U y / �/ / m., p.m. Requester: PhonT Phone/No: 0 5,1 e' Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 3- Po! PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Corrections required prior to approval. Inspector: Date: 3 /S7 0 1 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: Pro ect:_ (- C p 6 Lo gel( Type of I sp ' .v ,P�4 Date Calf d: � Ad ress: i� Specia lnstruc s: "' Date Wanted: --- 3 /3/ 6 Reques er: \ ' �(� i,r 16Z/1.1�6C Phone rr V ''(( �J( / t�� ?I ,� (e 0 - `i40 4-33LX 31 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 11 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. COMMENTS: 0 96-ovce ,49v..A ... Q • r: Date: Csft-, 3 /07 .00 REINSPECTION FEE REQUIRE Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: PrpL - / T� b tell Tp o rl �1 ylf, , Ad res : ) i, _. Date Ca Idd: )-i 5 e ial Instructions: �J c . Date Wanted)� !ol r Requester: PhoeNro: 32 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No.: INSPECTION RECORD Retain a copy with permit Date: DO3 PEI T NO. •I,, (206 431 -3670 COMMENTS: v w-7., cia Approved per applicable codes. Corrections required prior to approval. Date: 3 L/ $4 -1 EINSP . FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: S i) Date Called: 212- -7/0 v 2 /2 — 7/D Ae6.0tAi6th evItAi Ali/ i' 0, s. n 6 47 1.1Ar\k re) 01- L 3 Ptin‘ AkYLA L%/pc» N 44 JJ 46 A:1-7 de / IA At util q A) ..AL ik,ct. it 0 rAt.o.p i;f--07,, 10114- .. c(-6 di Xidl cd--ipita2L io - . T - 1-1 - 6-6d VP P 41), 5. 7 11.44. ,,,,,hce ,-_-/ /2!" ,1 s 2/2 ,z iv--- ic,t.i-N c X -7 / Ii) foa_kt IA'S va4,t4 t /'J-G/ ,(..eitdier oi-e-, - - , Project: __04-- - Type of Inspection: S i) Date Called: 212- -7/0 v Address: /5 340 776 Special Instructions: Date Wanted: , 2427Io y 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 981 88 1)0 PERMIT NO. (206)431-3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 2/71/0 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: iiiiaztai'dge,4;:t6ijakii;11.4A6Ati'Aii+ j. Proje4t / � 4 Type of Inspection: co � • Addre fie, Date Called: -*I/0V Special Instructions: Date Wanted: Ii 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 El Approved per applicable codes. Lc,: sections required prior to approval. COMMENTS: >M r 1�1 D } s, A.414A. wok s4.4) dC<( 1)) CL { � ` ,�, �v Q. 1CJt 1 `� cM /� (1.-& vi /yw T s h 9 (--()) 11 ( 2)? Inspector: 6\J Date: 7/ by 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: Z 4- Z QQ • 2 JU U 0 N N W J 2 W 0 u_ 2 I— WI W W U � O - O l- W H - . u. Ili U = O I Z COMMENTS: V . 00)k - ∎ vv, c Jc ‘ kra S ACA cf v a 1 io c\ ' e •\ ' •SkA0 n (1 rtaAQ • i Date Called: )24kA l Ge o *f c h r-P,nr)r-Ii kr#C o mvY\.0v<ci S � & L A C G ' t . ~ \ r O P . . c.) 6t t t et{. :` rG,1 AC. 6 pl P G r ) l/) i) A ti -A --a.m.- p.m. t` d l 0-P ye � � O n c. k r ?,O n 6 . NC1).( to ' l ) \l e, { i �o5. 'f Phone No: e" -- — \)e U1/4.)14. . C 0 . 2 . 0 4 - 1 , k j - \ \ R -P 1 r tr 5t-):0,. A r c,,-. ti `s \ \,' C'f?.� Scr./ � Pr eat: /TAC C./ r ; v �'pe -of Inspectioh: '- '• ` ' ' - A dress: rn� b t ile-,f dvc� Date Called: )24kA Special Instructions: Date Wanted: Z /� / 7" --a.m.- p.m. Requester: �-T"1 v Phone No: e" -- — S c/4, PE INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Do3- zcs 6300 Southcenter Blvd., #100, Tukwila, W9.98188_, (206) 431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspector: Date: z— _ D f ❑ S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1) I ( �•Pr- 4 ✓irtA( (11 , x ?iliAl i j equi re 2.) Iv c, el I 1 rn (A) c�-e 1 1 � � 4 -e Jvy ater ( CA of t `I s'vp c In Cl CPc, I r r n Gr Date Called: t _,._/ a. ic"),_? Li d 1- i-A d 'T 1 t c ion J a r C' �P i ( i I ` r c -I , ) •e 3. A T R I \ v v c L Gv. L(A t - P v W . \ 4 rep j Phone No: 439p ?— rnof — ( ct (n� \v.c \∎i LAc, )JcI1 ) ` I c. \ h , (-C, ), ( 2--e 1- ci v‘ A, C c.) c) �e r 41 Pece r ; n ; nci r ni C01 c VIP 45 j . 4 e) 4- -0 Ci -e j c v` < < 1 (A !7� I o rY a 1 s0 44 `, I ° ca uP -, L ROOd w i U yiPeof ,) S ` P 151'Y1\C o/1 rlJ\j 1v\ \\ \WPd I ?0S1-4‘../c. cr)vvv��°C I ron �a - \rv4Ap S \ J .4 1':,/ c to v-\ r w ► re ay ecru' % /el ., Pr jectr S a: �o _e_ I l Type ei;lnspection: C-� ; fiC Address: \ - 7C) 3(4 - 1 — , i I g 4 Date Called: t _,._/ a. ic"),_? Li Special Instructions: Date Wanted: i � ��U� P.m. Requester: Eat WOL/t6 e - Phone No: 439p ?— 2 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Receipt No.: cc1 INSPECTION RECORD Retain a copy with permit 1 aL Date: PER c orrections 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. Date: - t31- 3to. Cr 4 13t• - 301 T NO (206)431 -3670 COMMENTS: ( Five atcyw ` Type of Inspection: jt) srv.� ci ,- . 1p,)-e C (P : v t Vti y \ta\ l'\ C`\ V e._ '1 '� ` ., Cl v\ �` L t I Date Wanted: a.m. p.m. Requester: Phone No: Project: g -..., c. � (nC0 � Type of Inspection: jt) srv.� `, � - P l ll VN Address: SO 7 1 , Date Called: t Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 2-9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPEC RECORD Retain a copy with permit IT N (216)431-3670 a Corrections required prior to approval. Ins pector (► (} \,) L. Date: 2 ......( 2 , 2 1 _ 01 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: Z c a 6xcPJKID/. : A A6 w r-._ cu.A1tf 5.D . vQkaIr l � A /La-69'7 P tAIi 111 (6A rw 4 1-7 D. 6,41 1 7 Atv h ( l I — FP p ,U U y -si p-ko,, ptid IP 1. ()N 41i d "ion . 6 mQ Ali oA . e,l`(L(k11 6.0 (0 Tratkl.tUa-• 127 l 1 1-F- i r tb -h1/41'1 s i j1' (c)i a w V-Ibfl- i ' �- P do . ID -- 6A. Phone No: Proje t: / f li�� Lv 1561 Type of Inspection: j� I-- t Address: jq) 36, 776 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: LA. 003 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. In ;'ector: ceipt No.: Date: j I / L � ��/ c7 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: •.y.;. ,,,:L�= t'.iex� 3 ... is EI Corrections required prior to approval. Project: .% Ty a of Inspectio Address: \s03b "\---1". Date Called: 2 — 3--o1 -1 Special Instructions: Date Wanted: 2- 1--o -1 rnr m Requester: Phone No: 2,9 INSPECTION NO. Inspector: INSPECTION RECORD Retain a copy with permit PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila; WA 98188 (206)431 -3670 l Approved per applicable codes. Corrections required prior to approval. COMMENTS: p �+J e<� gun rwv. Ci lj f eel rctn ►rc�✓v� f R obri 21 $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: X03 — �0� Date: 2— 3-0L1 Pro Type of I spection: I it Addre 7 I bg , � z fi gi g ,�. D to Called: DAv. - 27 Special Instructions: Date Wanted: 2 3/D 4 m m. Requester: 14i Phone N : 360 -'- O _ 3 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: 1,) C e i �t V�r ��'� s -�- I In � � l�'S 6000v -e., rN Cirett, wc. t 600y ri 4'• 44v' r)O 1ms 02` 0.C. Inspector i`ah.jr Date: 2r 3 0L $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 I spection: / ,, ^ Q 1 yi , �( �. f I/ )0 Address: • \503 mo=t - 6- V -:\4 - c LP r-P6k chi■ Li Date Wanted: r ZO ' "rri. t V 0 Reque ter: , �L� Pho V 00 _ 44.0 _ ii3zce ij P I- i i Sj A l t. t nh.S -A01( -4 t (,v) -Ay cr,1 -'v \oC1z,PA . C‘e.,v+ q Ty' v'vt, •\ ' \A( r0)r, krr !Q . , Pro'im p '1'j • Type of I spection: / ,, ^ Q 1 yi , �( �. f I/ )0 Address: • \503 mo=t - 6- Date Cal ed: 1j oz./ Spe ial Instructions: Date Wanted: r ZO ' "rri. t V 0 Reque ter: , �L� Pho V 00 _ 44.0 _ ii3zce INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 N Approved per applicable codes. Inspector' P 47),,f2f, Corrections required prior to approval. Date: ,;_c) OLl $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: Z Z � W ix? W 00 � NW Jh 0 T. W F^ _ Z F.- W O 0 c o 0 I— WW H O IlI U = 0 ~ z COMMENTS: �Te�5 �Ph 1' 9 r(X)Vl S 1.) - ?-e r 1 AC . .2..i I), ~ Wa 412 r S Q v ,C, 1 4 ‘ ‘, ( - ,1.0"\ - Cr/ - . \ n of c 0 c-to A ayx c-e i \ k 5 to1,:.p � e - cro1m4) .S�D ✓k1 - Pk ce 'o L 0- ` 1 he IvP5 0V r P vv4 -Pr Date Wanted: k.)(4 t 1 OQ 'PM — `Ahrni1‘ oc v.ed - � 6 V C, v\ A Ir vti i * V\n'1 CI V O AC tok - Phone No: Project: `� - l ilIC GC 1'� I���. Type of Inspection:: l Wal�+ Address: _ )3L i1 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 2' ? 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 JApproved per applicable codes. K Corrections required prior to approval. Inspector: Date: _ d $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: 1. OVAL V-4`1 \QOAV - Nci v\ v CO()4.� NI Address Kr) 36 ( uvc4 Date Called: f ro r C l- f,A \ndto rd - hUr�A,.. '(err Gr.c riL. Wen U 1 ) C \A 1, ;v1 c0o\4 1r Ct V`crti L-k) Tirfz -ey 1 vec, cont'r are G. Project: Type of Inspectio Address Kr) 36 TI rB Date Called: 1— 1(7, - 0 Special Instructions: Date Wanted: `..._ -0)4 air p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector: . Date: 119 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: f • El Corrections required prior to approval. Z W re 6 JU 00 to 0 WI J H � "- uj 0 . ? (0 a = W Z � 0 z � D 0 0 I— WW H 0 . tL O U =: 0~ Z .. Pr ct • Ty e of Irispectibni . , ` Ad r reG e ss: y (` / Date Called: V6164/ Special Instructions: Date Wanted: VAo/6 � a.rr � ,. p.m. Requester: 1 , Phone No: 3c96 —1,_:3 23 Inspector(" oi INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 367.0''_, t:Sr pproved per applicable codes. El Corrections required prior to approval. COMMENTS: / e4f l WboA LJO \ /UA: tH 4 1 Date: ! ` _0 ri $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: P l • ,Q 1 i Type cifr spection: A dr •ss r b36 T .1,6( Date CalleB: illciD . Special instructions: Date Wanted: I ` W 1 p.m. Requeste Ok_ Phone 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. COMMENTS: \ 4 i rGwt t r. !' C) \'• Jr! (' pt pOVA1 J Lef - * rC W' r' AvvvvIrk.114.1 Corrections required prior to approval. Inspector. .? Date: p $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: s ec r t rotc6 4 Type of 1 ection: 1) r\1 e or 4. 11 , t \ vvxs 1 I A v ( ' Covv.A a .4 a pprn \re A14(1 Date Wanted: am�` .p.m. /is. 2,'} orb V - 0-t,w. Z. s st:t\\. oU-k5`tCrn tv\r cch (.A , I 1 - rn k. cv G 4 - . � � . , 4 ./i Pr s ec r t rotc6 4 Type of 1 ection: Ads: _ r . Date Call d: , 1 Spec al Instructions: A14(1 Date Wanted: am�` .p.m. /is. Requester: (...' . f U hone o. 3L4 D 41 0 - 433C.P INSPECTION RECORD - Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 EL Approved per applicable codes. PERM (206)43 -3670 EI Corrections required prior to approval. Inspector: P 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: Prpjgct� Typenspe�tion: �� ��i 1 1 ! , ��� �� 1 1 Address: , Date Called: , Special Instructions: Date Wanted: gym. f 1V n 1j Requester ! � /� 0 ("12/1 .Fj 1 Pho O" tL D Lt3 (L7 2-0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit D03 — r PER (21 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: z,„,..A A 1 -A ,v‘ c-Sta L N 4 I P , R c c.frz c pit to ' ate:l/J .00 REINSPECTION F E REQUIRED. Prior to Inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call o schedule reirispection. Receipt No.: Date: COMMENTS: ) Seed ,-.)\ o w\ ylci G in r�i J Type of Inspection: If i �P 1, A v t rot v\ \ CA' 1 a -r 4 I h ‘ re. Address: 1.c0 -( 71 (n \ U c.. L,_5 or n 0 \ --- )fits110 - ) - 9 — o ,. / 2 . ) Si rG. , 4 t p ct—�- 1A..11/1/\ ► vi/ Special Instructions: C'4 v\ A P. { :e V 'k �r \AO C h P, ++/ 1 V Ulf 3. 4 s i\-p6- 4.`I r r 6r) Q .. (1 iVt Ins 44- W — ip .ShPCInv r :Vet 1 Ar'. l lie..., 4 V\ So10 f4-e k I ) t S a o l \ 4 Ivn n 1,S ,'-t, c0 r\-t. t +,.fr" 0 ..-1- l-r v v. ■ v. t � % 1e\ - P v' <^ _ <if .cf S 15 LSO C'n 4-t"& ; `f' L41a 'AcL' 4 ►v\- 10Jt% I t' -P f A. .,, Sur in, r, i1 4;... r I , 5 .0 5 -I- Oil L1 k .9 ( cz,nn i c, Arn 4: n,,., vvviMV (hi Y Project: I —FR Type of Inspection: Address: 1.c0 -( 71 Date Called: - ) - 9 — o ,. / Special Instructions: Date Wanted: ++/ 1 V Ulf a.m. p.m. Requester: Phone No: 19' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. nspector. n(� bL Date: � ( � —OL ac�L)! Sl $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 I (206)431 -3670 Corrections required prior to approval. r COMMENTS: Type Inspection: , v m, rf 7 Address : ' " .) ` r r by �1 ► tv n o - - \ i (0 M p1 P. 4 Requeste `JeGH ∎ +\ - 112Voth— 140 4 3309 2. 1 rr'c t v \ tN1 ` rSTPC g ov. Y\(ft Uy'..Q '0 Jrn 1 P, -o ect: a. / Type Inspection: , v m, rf 7 Address : ' " Date Calle i Special Instructions: Date Wanted: a.m. l `' l Requeste P c d t/00 112Voth— 140 4 3309 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. (206)431 -3670 Corrections required prior to approval. Inspector - 5).4.1.9 A )1)1- Date: y} $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: CorrecX1 I 5 r•: lo r Qm,P`•P+e, QVVrk (a�p��ro\)erd QVCitYn-PfrS At )- t nvnA ct c1ct.I r v - z3 C 0 Vre r 4 k ONA S '""QV )1 T190, 1 to co LAP GJJ Ci pro \Ie 3. ) t & s ?Ay' ‘A)01\ 2 s i de rAPc.,- Oh CIpCrOVP 1-0, W- .smoOv., 0 c.; c s) 1 -PGI4 L 1 hC A )04? ■ WA\\ c' \ w k k 5 'e OA `. r ' v I r6,4 dri . 00 iro,e 04 k) - S r" A, U) cry tit Project t 1 Gi C��2t1 Type o Inspection: S. hear LC•�1iI Address: - 0 VV Date Called: P 0 4 `'O - �i Special Instructions: Date Wanted: G 1" i -0J-1 l�p Requester: Phone No: ((- L IL O_ 1-1 3j 11 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. Corrections required prior to approval. Inspector. Date: I_ 1-01-1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: j .) -- pu 1' 4.P , \ 0.`s' ic. ., f re h v 4-W e �) - Pr \ n� E - 4 �.... ) eN ( )' C ( t A) v1(> s -p 4p 1r e. j C .S cd 67 2) 1 VV1 CIA( I 1 06 k Ytm,.5S 1 hc 1 h ?elf t -,0 r r �u << 5- S C I .c t h Soi9c� rr,v, ■ .e { .) O k\ I I -11Vl''G 1 ( I V t V �1�-�. 1 t,t1 \ k - v�(' t ik •P 4 r -LI` eVln Ck Vv\ r ( Z r kikO O 1^ rX ' (i a G i ( s . L h( t ,r � � . WPC�<..C� Cr'itrtOtrc. VPv't ■, 1. f 40 Xr"r 1 d -LP i .SiLeur Wa / 3 IKApy \or W--5 wett( `A,r7 rn i U)4 5', d Sl ht tat \ Ll.) Ptr tG'r InIt t 1 iG4,Ptv\4 -G,t ?yo -»iced 0 f, � , a {z- ` c �P0 4I-er 1 v . Pro ect:- 14 Ia i fp 1/ Type of In spec ion: �i� kt Ald ss: Le , ..� _ D ate: I� - 3u - - rte Date Cal le . .p a 0 ( Special Ins 3)0 I Date Wanted: a.m. Re ques er: � , �d. (,f 0 Pho /7 1 Inspectors d r Vt..., D ate: I� - 3u - - rte ,J � ,t., llo INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 02 of PER ��. �e 41 06)431 -3670 Approved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 00. Call to schedule reinspection. Receipt No.: Date: ..M l M`. , .a�'. ^ i'«�.'�i ✓ +�+. �.j,1J:f:�1l: Fes. ". R.i��l , COMMENTS: / Type of Inspection: • 1.! i WOr 1( l vnr Ifrr r r; (0 ' Date Called: �} j _ to? Special Instructions: )- /� , lJ " po&i 19 4 ,g Date Wanted: te � ' 2 `) it —o .2. 0 Wei \\ $(0,„„ „Int hr }'!•P� J — S� "V S rr'r,, I, v-er 10-e 1" . n i s I') y h r )4 p, - 1.` ) 2 - Cr" inw A L'. .., ` " rI C Project: / Type of Inspection: • Address: C)03( '"(� t . . Date Called: �} j _ to? Special Instructions: )- /� , lJ " po&i 19 4 ,g Date Wanted: te � ' a.m. Re quester: 4'6 Ph No: - I ' .P 1 4 1 10 — 417.33 INSPECTION NO. Approved per applicable codes. )) "' 4 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER TN (206)431 -3670 Corrections required prior to approval. Date: )) to G� Inspector 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: Pr je t: `Laces ( ' Zett Ty of inspectio � / Address: j'1.73(,9 T, .Q. Da e Call ID_,\ -)to Special Instructions: U ca-q- O Date Wanted: y ^c) _ ^ (iii /r) p.m. Requester J ) Phone , o. l�l Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 T om! L. /f pv Corrections required prior to approval. E] S47." REINSPECT O FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project , PC / Ira "(// of I spection: .5..x-3 /A/Si Address: 15 7 /'U E Date Called: // —79 -�..& Special Instructions: ,p •.. LA 7 45 _ / ...S5/ & Date Wanted: Requester: `)4 / Phon No: 13to st — _ 13 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ej Corrections required prior to approval. COMMENTS: 1 .evincl'il-k; in !� ✓ Y'At S •SIc b row \ Approved per applicable codes. Inspector: Date: 20 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: re 0 N0 W = J 1.- U) w w LL Q. cnD = I.W Z � I-- W ~ 0 I— li! H� L I O ..Z W O ff' Pr i c 'TA cc, eel 1 _ Ty a of Inspection: . "\ S 142 Address: Date Called: 1 611)3 Special Instructions: a�, 6 )-8 ID .)0\0 4 Date Wanted: ' 1 i ( Requester: jig Phone No: 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 Do 3 rapt (206)431 -3670 Corrections required prior to approval. COMMENTS: ()fit.) r InspectorY1 • Date: `` 19. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: _:n Project Ta (PI 1 . / / T 1Q of Inspection: 1 ( f d/2 / D /& Address: fff 1 - Ce T, \, Da e Calle i 103 Special Instructions: Date Wanted: 1 ! ) jc) 3 p.m. Requ ter: Phone / o / : �. f j / 4 n INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 . PER %Approved per applicable codes. Corrections required prior to approval. COMMENTS: P inr � h-e -e S r v r 1 A ' (lG4ri 1 !- k 9 -0 Date: r' 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: /e/. G � o � of Inspect'on: ...G,Uf 717 .11,- -, Date Called: //-/7-e3 Address: /5036, c.�e . a',� /SC Special Instructions: Date Wanted: / /— ? -d,3 41): RequestT / � l �G�.. L !U Phone N6.` ld i/70 - 4'3 3 4' r J CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERM t C• (206)431 -3670 COMMENTS: i ieeei 6144-1 erg - -rrj;C- Corrections required prior to approval. EJ $47. i I INSPECT! • EE REQUIRED. Prior to inspection, fee must be paid •t 6300 Southce ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr je t:� / �` a Type of Insp ? ws j e � ' 1J'` Ad ress: �.1 ru j i l,� Da Called: p,. )/ 173 Special Instruc Date Wanted. yilkua.3 a.m. Requester: 60 fi Phone 7qq -' (1337 1 ID�.I Approved per applicable codes. � OM INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Rol 4- L S .Sp Corrections required prior to approval. (7 6 El $47.00 REINSPECTTY FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro'ect: . ift I e t co -. • - if Inspection: .- ) s ,.., .p. . . .4 . Ad I ress: 5e) 7 i x . e Cal ed: ,,.., Special Instructions: 614-- Date Wanted: . . Requeter. Pho e No: 410 ...1 1 : 336 tz , 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 LI Approved per applicable codes. be) 3 ( COMMENTS: .... r0144. /4.,/a h • ( Inspector: Date. Corrections required prior to approval. $47.00 REINSPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr c T y p e of Inspectio : Address: ... 'aQ3(, -- (' ( Date Called: ti(( /o3 Date Wanted: ' ` (O� t i`qr` p.m. Special Instructions: /� G��" Request- r: _ . . . . . ` a I ' (4.-4 4E: Pho o v o 433 (P IN RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: (dt /k .5 /i- �;�, S I;P,4 $47.00 REINSPECTI • r FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P oje t' / 1..' / / .. ►i Type of Inspection: Co il c2A e...7 S /- .. Address _ _, f - T \ Date Called: / ` 0 3 Special Instructions: Date Wanted: a.m. ` fSf 3 , p:rfi I Reque ter: --". fte Phone No: 3 eeO —1440- 14-33C.Q INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ..1 (206)431 -3670 R Approved per applicable codes. El Corrections required prior to approval. COMMENTS: � 1 ‘q ‘ k r' ( A r'e c& O v1 TIc&*- ` — vAo sio -e P �' Inspector Date: 1 �-- C 4 U $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: _ 1 .. t mil' � 1V) )SuIiKll�rL'Y: Proje Type of Inspection: Address. \SD 36 . "i -V Date Called: )0 Special Instructions: Date Wanted: (p _30_G3 a.m. p.m. Requester: Phone No: 360 - 2-vAn - 1 -\?)310 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Ivd., #100, Tukwila, WA 98188 Approved: per applicable codes. 0 3- PE (206)431 -3670 Corrections required prior to approval. COMMENTS: c t. Pe at 1016 ul1 P I_r A v. c_dr ro cal S Uf'tr tx) -'r� —e Y\c i vre t r o -P ll ` rPrnre -{.e_ v-e, v..ec \\ (}U+ 0+e 1 5 . ) ‹ A 1 v\ 1Y .ACP L.)∎ ar't..A Va4,14- Date: (0_ 30-cis $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid .at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: V-F- Type oLinspectiorr i c \TOW\ (161-4-1 01/1 W °la< cc.) le i k Address: Date Called: 10-J7-0 Special Instructions: . . ... 1 ' ( I. , c 4 1 \ v\-SePC Date Wanted: 16--..ls -63 . . Requester: 1 1 1 L i 0 -- LI '3 6 INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 300 Southcenter BI d., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit bas-__701 (206)431-3670 Corrections required prior to approval. COMMENTS: w _ 3 ) .,..{vvr. \( ON-\-e 41Artoti (9-c- SST -- '1166-c, pofrmu.t. c A tso W-10 c\v\AiGr-r 6 'r W1 h c$ o{s r -e„ v1.0 s C-towr-00( ct ,1 eervo, t 41N■ c, use ,rtektr- , ierkAr-PSS rwOrw rn.e.3,7\- Tor raiArr-e-k. ?our- OUv. k0c41-GorActA46v, vicas W-3 Aiml 1 watIs Date: 10 ,01.. g .... $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: < • CL 6 6 0 0 0 co o co w W I (0 u_ — ii-- W g Q . co I u z o Z I—. 11.1 • 0 O co O — 0 w I I- .. Z 0 5 z Prde t: i T64-6-- 6e/I Ty e,of Inspe Lion: , -hom 7 Add e s ._.� Date Called: Special Instructions: Date Wanted: / m. ?/n p.m. V' Requ l / Phone No: ' — G� 133, r .. (�3 — ,)0l 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 COMMENTS: Approved per applicable codes. El Corrections required prior to approval. $45.00 REINSPECT I0$ FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: A . . Type of Ins e ion: / d l / �.7 Address: Date Cal ed: Special Instructions: Date Wanted�� ✓7119.3 a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION i.. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: OZ ,aelPieL- 1 0,41 " eAjM rn& )1-er -/ (- C EJ $4 (OO1 € INSPECTION f E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: DATE J JOB NO. 0 Z3 - / S" PROJECT 4211c2-7-: tI /G.:'/.a . .1---....:-,- • 77., „ „ /-,'/ LOCATION 71.. I ,r.V,.1c , er,4 CONTRACTOR O OWNER WEATHER T TEMP. 5 5 ° ° at 9 9 AM PRESENT AT S ' if l j r • • 4...., r• 13,, d //,/ rat /JZ;5 % ••••rr•• TO DoT'N71�R f1 VCt MlM1"^Y ^(• Kw rrx^M• ••+r^T•t` +.�rKM' +•••• i• ••R' ""'p }w."v. '�, •S 0n . • l7 I hM.•R!}S.}lMu^CI. i d < iVI6 .‘, ..,w ;...� • • GOLDER ASSOCIATES 41041148th Avpnt a NE I Redmond, Washington 98052 2.. r h- bct THE FOLLOWING WAS NOTED r AVOW ki''•4$4..d.A /lee; ! (206)883-0777 • JO r) 74•r f zz ry T' �v'.>. Arf f••, 664 ./ fe � 4'erf 4 r.re �'. -�''1» 7 ✓ b,'�• -. S/ f'?f' /b JV t l r`'t'f frlrr / fL ij • rl e . -/ ! r !.Z' r'•f t-r. /1?.s /24 t // J eaL 1 ; Oie)4 /6., -d /tf- ' 4 , 1 t ra, ee.- G!Gam' * /"r/i irate r Sr'sr/ r .• t134-t 1!k j /..-6-314 „e„.7,//::44),a. S''✓ "!,)rrl. 7 65)* r .1 J ✓ 1 1 • •t v + i 4" v / ) J' . ekw ,O$P r / / /'''rl.... /A f'. .4 -ea b,.A0I +'9/3/v ;.tr' /dt l? /! aJ4,-:f . 1 .t. • - /J k. 5"'At im7 1, • J /'t44�. t/ .1 ✓ /A , f f-/ . / r t f e 'Oe4/ • 4 1 - 1 , A4 e.e " 198.0/ /....iArrlA 144o ,, ;•'°3 / / •_•'1. ' I 50 6 i : 6 (0.R / j,!) l ,,G/.. < JL O•7 - ,, 4 a •A i.,, 1 ,1 ,F'7Gi I .s..Gr .:» , ff? kb Y' / . v OM' 4, e.01044.' g /�„ 1. , �Jy.' i/ y + v 3 ' / G't)7.4)1T'rs 616000.1110/63354 Proj — C'C' Type nspection: Ti/U 6 S 7 l K , /V7Z u Date C/ --o, Special Instructions: (. / ee_ , P • Date Wanted: a,r Requester: Pho a No: (� f4D /-* q vo — 8331 D03 INSPECTION RECORD Retain a copy with permit j INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 Tukwila, WA 98188 (206)431 -3670 COMMENTS. 3 F lrA -�-�.� 0 7-00, 1 !, 14.1L M !� t J lr 4 /d,t, ao 4 O he /^.to 1vs rj D Approved pe applicable codes. Corrections r q ire prior to approval. $47.iREINSPECTI(*FEE REQUIRED. Prior to inspection, fee must -tie paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: zz z . ce W �v O 0 co c (o • w • u. W 0 • r u_ • d ▪ W W U � c o O I^ W 1-p 0 W z = . 0 z Project; /C-F6/721C0 Type of In pection: • Address : • — ©.3 x5 T. l .i3. Date Called: / -3 -o3 Special Instructions: / - aaL .. `°ry`rT • ' I� . p p c. Date Wanted: / c�' 5,l --Q 3 a.m. p.m. Requester: .2)/C/. 77 � - �/��/ Phone No: / .„,zdCo 763 - c/.. 2 sD Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECT • N NO. CITY • F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ■ • (206431 -3670 Corrections required prior to approval. ti Dater ,7 $47.00 REINSPECTION F REQU ED. 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 I) Address: / 5D 34 71 g 0/z43/0 < cyr�,JJ 4 (-* C ` 11 11" ' b S N-12- t An TV 0D ... . .,1 Requester: r 3L cF 1 K r Phone No: p% \ . ; bcz T (LJdW tL` fig- (e, iisp)(1,0 1_2.4. -rAi1w4 C" .P 2-1-`) � c o,~ I k a! lti kOh,L3 , Projgct: f / T - A-0) Ref. Type of Inspection: s I) Address: / 5D 34 71 g Date Called: 10 /• 9/63 Special Instructions: Date Wanted: 0/22/63 a.m. p.m. Requester: r 3L cF Phone No: Doi - 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 a Approved per applicable codes. Corrections required prior to approval. Inspector: j Date: O'�1 / c ) , $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 City of Tukwila Project Name KFC/7c e.1/ Address 15'0 lc, 7ki4rilcd 4 I (3/ • Suite # Fire Department Thomas P. Keefe, Fire Chief Retain,- .curr.ent inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued. Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: WolAy (70 Authorized Signatur FINALAPP.FRM Rev. 2/19/98 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. fn --a0l t3 -2 rna 3-1 fvum.022.. oy -F -04/3 Steven M. Mullet, Mayor 3/36/0 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 Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC Z 9.0 Btu/ft'• °F below (other walls must meet Opaque Wall requirements). Use descriptions and value from Table 20 -5b in the Code Wall Description (including insulation R -value & position U- factor All Other Roofs .„...-- . cm of Tt lcWILA WP Io'e D Below Grade Is SEi_ i 0 ZisilA c lu,;t•tt 4 , TOM E. -- Slabs -on -Grade Q Radiant Floors Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic K All Other Roofs .„...-- . Opaque Walls' PO O Below Grade Is •��' Floors r Uncondl 'o Space Slabs -on -Grade Q Radiant Floors .. __,,.xir m U factors Opaque Doors Q. Vertical Glazing Overhead Glazing r•-... Maximum SHGC (or SC) Vertical /Overhead Glazing I r CITY OF TUKWILA Envelope Summary Climate Zone 1 ENV -SUM 2001 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Description I'New Building Addition 0 Alteration 0 Change of Use Compliance Option P rescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) 0 ENVSTD 2.1 0 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 Applicant Name: Applicant Address: L Applicant Phone Concrete/Masonry Option Project Address /C� /`L! t . IS al/6— ciEtie*A5 Ill Electric resistance Total Glazing Area (rough opening) (vertical & overhd) o yes o Semi- heated space Minimum Insulation R- values Roofs Over Semi - Heated Spaces2 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements Notes: Electronic version: these values are automatically taken from ENV -UA -1 Gross Exterior divided by Wall Area times 100 equals % Glazing 0 All other 3g23 For Building plOg uK l eA JUI. 0 3 2003 Date II Building Division PERMIT CENTER (see over for definitions) First Edition, June 2001 x loo= /2.6, Check here if using this option and if project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enterreuirements for each qualifying assembly belpw. FILE COPY ;bo!rzoI Alteration Exceptions • No changes are being made to the lighting kill f1 (check appropriate box) Watts Proposed Covered Parking (standard paint) • Less than 60% of the fixtures are new, and installed lighting wattage iem_l_belnaincreas. Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking (standard paint) W6 a/i rte,t4CAO 0.2 W /ft r --- Covered Parking (reflective paint) 0.3 W /ft Open Parking r' aisif 7 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4 Location Description Allowed Watts per ft or per If Area In d (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking (standard paint) Ci l i6c10 1 0.2 W /ft Covered Parking (reflective paint) 0.3 W /ft Open Parking r' aisif 7 Outdoor Areas 0.2 W/ft Bldg. (by facade) 0.25 W /ft Bldg. (by perim) t27/ ,A /f l. � .f'!7.5 W /If 3IZ Total Allowed Watts FACI , ` clC Note: for buildin g exterior, choose either the facade ar or he perimeter metho , but not both ) Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Ci l i6c10 1 T Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts CITY OF TUKWILA Lighting Summary LTG -SUM 2001 Washington Stele Nonresidential Energy Code Compliance Forms Project Info Project Address Applicant Name: Applicant Address: Applicant Ph For Bui Buildin • Division Juno 2001 •1JM ng Department Use RECEIVED CITY OF TUKWILA e•"1 • 17 ,l U l_ 0 3 2003 PERMIT CENTER Project Description New Building 0 Addition 0 Alteration 0 Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. CITY A Compliance Option Prescriptive 0 Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) SEF Maximum Allowed Lighting Wattage (Interio Maximum Allowed Lighting Wattage (Exterior) Allowed x Area From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1 Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage (Interidr }ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. U se mfgr listed maximum input wattage. For fixtures w hard -wired ba113sfs only, Proposed Lighting Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. X 03•20/ OF TU W1.A 'PROVED 3 0 LL 2803 r'a.itL�% - Proposed Lighting Wattage (Interior) Location Fixture Description No. of Fixtures Watts /Fixture Watts Proposed kitchen /dining /toilets 2x4 fluorescent 40 96 3840 service counter recessed can lights 6 32 192 dining pendants 13 60 780 dining wall sconce 5 13 65 utility room 2x4 fluorescent 1 34 34 Total Proposed Watts 4911 Proposed Lighting Wattage (Exterior) Location Fixture Description No. of Fixtures Watts /Fixture Watts Proposed Parking lot and driveways 25' pole Tight 4 1300 5200 Awnings fluorescent fixture 14 170 2380 KFC tower cap fluorescent fixture 1 260 260 light band fluorescent fixture 7 175 1225 0 0 Total Proposed Watts 9065 0 r� n /.1 O L Y M P I C ASSOCIATES COMPANY FILE COPY STRUCTURAL CALCULATIONS New KFC / Taco Bell Restaurant Tukwila, WA OAC Job No.: 2002236 Date: June 27, 2003 EXPIRES: SEPTEMBER 9. 2003 CITY Of TUINIA APPROVED SOP 3 0 2003 ki NO ftl) RECEIVED CITY OF TUKWII.A JUL 0 3 2003 PERMIT CENTER �H. re 2 W . W Jo O 0 o 0 Ill H W 0 La = • a w H z � Z 111 uj 0 O N: O H. w • w wZ o =. O 1- . Z Project: KFC Tukwilla Location: Tukwilla, WA OAC #: 2002236 LATERAL DESIGN LOADS SEISMIIC DESIGN , 1 ~ V =CvIW /RT Cv = 0.54 Table 16 -R reU V = 45.4 kips Ca = 0.36 Table 16 -Q 6 U Vmax = 2.5 Ca I W/ R I = 1 Table 16 -K U O Vmax = 14.3 kips R = 5.5 Table 16 -N N O Vmin = 0.11 Ca I W T = Ct (hn) ^.75 J ='. Vmin = 3.5 laps = 0.19 seconds t u) w; Vdesign = 14.3 kips Ct = 0.020 - w 0 Vservice = 10.2 kips hn = 20 ft 2 u- Q Level Area, sf w, psf Wt, k Ht, ft vns = 0.249 klf co < . Roof 3588 24 87.48 20 Vew = 0.111 klf Z W ' F— _ Z H- WIND DESIGN z o w P = Ce Cq qs Iw Cq = 1.3 Table 16 -H Ce upper = 0.67 Table 16 -G 2 D p upper = 14.3 psf qs = 16.4 Table 16 -F Ce lower = 0.62 Table 16 -G 0 Cl U p lower = 13.2 psf Iw = 1 Table 16 -K O N ca H W Segment Direction Width, ft Ht, ft Trib A, sf P, k v, klf 1-- U ', Roof NS 41.0 17.9 735 10.5 0.256 ~ w O. EW 92.0 17.9 1649 23.6 0.256 Z : U= OH Z 4 • Project: KFC Tukwilla Location: Tukwilla, WA OAC #: 2002236 SWDes SHEAR WALL DESIGN Shear wall design vns = 0.256 klf vew = 0.256 klf Mk Loc trib, ft V, k L, ft v, klf SW Pot, k Presist, k Pnet, k Holdown W3 NS - W 8 2.0 13 0.158 6 2.13 2.08 0.74 HTT22 W5 NS - We 31 7.9 12.5 0.635 44 8.57 1.50 7.57 HD8A W6 NS - Ec 35 9.0 13.5 0.664 44 8.96 1.80 7.76 HD8A WI NS - E 18 4.6 26 0.177 6 2.39 5.98 -1.59 92 23.6 W4 EW - N 22.5 5.8 39 0.148 6 1.99 6.40 -2.27 W2 EW - S 18.5 4.7 40 0.118 6 1.60 4.48 -1.39 41 10.5 Page 1 Project: KFC Tukwilla Location: Tukwilla, WA OAC #: 2002236 BEAMS Loc w, klf L, ft V, k M, ft -k Imin, in4 Beam Mk W Ctr 0.19 10 0.95 2.4 48 (2) 2x8 B -5 W Side 0.19 6.5 0.62 1.0 13 2x8 B -2 W Arch 0.2 8 0.80 1.6 26 2x10 B -4 NS Windows 0.61 6.5 1.98 3.2 42 (3) 2x10 B -6 NS Arches 0.2 8 0.80 1.6 26 2x10 B -4 NS DriveThru 0.61 8.5 2.59 5.5 94 GL 3.125 x 9 B -3 Drive Thru Side 0.2 2 0.20 0.1 0.4 2x8 B -1 Capacities V, k M, ft -k I, in4 2x8 0.63 1.3 48 2x10 0.80 1.9 99 (2) 2x8 1.26 2.6 95 (2) 2x10 1.60 3.8 198 (3) 2x8 1.89 3.8 143 (3) 2x10 2.40 5.8 297 GL 3.125 x 9 3.56 9.7 190 • Z d W re 2 6 J C) U Co CO =' J H. u w 0 � . J . co a uLQ. I- W Z F` 1- 0 Z U 0 N; ,0 W W, H U` : Z IIJ U CO 0 z WASHINGTON FORESTRY CONSULTANTS, INC. FORESTRY AND VEGETATION MANAGEMENT SPECIALISTS 360/943 -1723 FAX 360/943 -4128 i FILE COPY - Tree Evaluation and Protection Plan - KFC /TACO BELL SEP fl Methodology 15036 International Blvd. Tukwila, WA Prepared for: Olympic Associates Company Prepared by: Washington Forestry Consultants, Inc. Date: May 6, 2003 Introduction and Overview Observations PERMIT CENTER The project proponent is planning to redevelop an existing restaurant on 0.906 acres in Tukwila. The proponent has retained WFCI to: • Evaluate all existing trees on the site pursuant to the requirements of the City of Tukwila's landscape and tree protection ordinance. • Make recommendations for trees suitable to be saved, along with required protection and cultural measures. Pursuant to this request, WFCI has individually evaluated each tree over 1" DBH (Diameter at breast height) in the proposed project, and assessed its potential to be incorporated into the new project. The tree evaluation phase used methodology developed by the International Society of Arboriculture. The evaluation of the tree's condition, included assessment of: • Live -crown ratio, • Lateral and terminal branch growth rates, 2 WZ( W F C I 1919 Yelm Hwy SE, Suite C Olympia, WA 98501 CITY OF TU WIL APPROVED S F C'1 r OP TUK � Ii 4 JUL 0 3 2003 03 'b03 URBAN /RURAL FORESTRY • TREE APPRAISAL • HAZARD TREE ANALYSIS RIGHT -OF -WAYS • VEGETATION MANAGEMENT • ENVIRONMENTAL STUDIES • CONTRACT FORESTERS Member of International Society of Arboriculture and Society of American Foresters ' r{ ,}.t . N` �.? '^�.+ ,.:•,n .. coas sa v. Page 2 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 • Presence of dieback in minor and major scaffold branches and twigs, • Foliage color, • Stem soundness and other structural defects, • Visual root collar examination, z • Presence of insect or disease problems. ' _ • Windfirmness if tree removal will expose this tree to failure. ti- z In cases where signs of internal defect or disease were suspected, trees were cored to look _I 0 p 00 for stain, decay, and at diameter growth rates, and root collars were dug to look for the w 0 w 11,1 presence of root disease. ui z I - In all cases, the overall appearance of the tree was considered relative to its ability to add ' w 0 value to the project, and the scale of the tree and it's proximity to structures is considered. u_Q Lastly, the potential for incorporation into the project design is evaluated, as well as = a potential site plan modifications that may allow the tree(s) to be protected in the project. H W z 1-- 0 Trees that are preserved in a project must be carefully selected to make sure that they can w I- ui survive construction impacts, adapt to a new environment and perform well in the 2 o landscape. Healthy, vigorous trees are better able to tolerate impacts such a root injury, 0 changes in soils moisture regimes, and soil compaction than are low vigor trees. 0 f- wW Structural characteristics are also important in assessing suitability. Trees with - o significant decay, disease, and other structural defects that cannot be treated, are likely to — z fail. Such trees should not be preserved in areas where damage to people or property c0i z could occur. p f- Trees that have developed in a forest stand are adapted to the close, dense conditions found in such stands. When surrounding trees are removed during clearing and grading, the remaining trees are exposed to extremes in wind, temperature, solar radiation that causes sunscald, and other influences. Young, vigorous trees with well - developed crowns are best able to adapt to these changing site conditions. Site History The site is within a commercial area in Tukwila. It was previously cleared and developed for a restaurant many years ago. Virtually all large trees were removed from the site. The old restaurant building and parking lot occupy the majority of the site. The site is bordered by Wendy's to the north, a mobile home park to the east, an auto repair shop to the south, and International Blvd. to the west. Three -phase overhead powerlines occur at the front of the parcel along International Blvd. Washington Forestry Consultants, Inc. Olympia, WA 2 i«yLYi 3�4. 3v ,sGi.rt`.t.53.3:.E,.>F::uiu'�Y, : z Page 3 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Soil Depth and Productivity The native soils were disturbed when the site was previous developed. The soils are gravelly sandy barns with several inches of sandy loam topsoil in the landscape beds. The soils appear to be well drained with no barriers to root penetration. Existing Trees There are 32 trees on site that are larger than 1 inch diameter measured at breast height (DBH). They include seven species of ornamental trees ranging in diameter from 1 to 11 inches (DBH). One `volunteer' black locust occurs along the west edge of the parcel. The trees are all planted in landscape beds. Washington Forest?) Consultants, Inc. Olympia, WA Photo A. ' Lew o trees -7. iew is east to west along south parcel boundary. Note #7 is in decline, #5 & 6 are dead, and #4 is alive, but topped and diseased (WFCI 4- 30 -03). 3 # COMMON NAME BOTANICAL NAME DBH (IN) CONDITION RECOMMEND 1 Vine maple Acer circinatum 2 Poor; Sunscald on I of 3 stems; Save - Crown clean; Remove 1 damaged stem; 2 Aspen Populus tremuloides 5.4 Poor; Previously topped; Dieback and stems cankered with Valsa sordida. Remove — short term tree due to damage and disease 3 Aspen Populus tremuloides 4.5 Very poor; Previously topped; Infected with Valsa sordida; Sap rot fruiting bodies on lower stem; Remove 4 Vine maple Acer circinatum 2 -3 Fair; Previously topped; 5 stems; Save - Crown clean; 5 Aspen Populus tremuloides 5.8 Old stem wound 5"x8"; Previously topped with severe bark tear; Cankered with Valsa sordida; Remove 5 -a Aspen Populus tremuloides 5 Dead — topping and subsequent canker development Remove 6 Aspen Populus tremuloides 4 Dead — topping and subsequent canker development Remove 7 Aspen Populus tremuloides 5 Very poor; Very thin crown due to topping, canker; Remove 8 Aspen Populus tremuloides 5 Very poor; Previously topped and cankered; Remove . 9 Japanese Cherry Prunus spp. 6 Fair; Previously topped — could be pruned to restore crown; Save — crown clean to restore crown; 10 Japanese Cherry Prunus spp. 7 Very poor; % of crown dead; Remove 11 Japanese Cherry Prunus spp. 8 Very poor; Severe stem wound and decay; Previously topped; Remove 12 Japanese Cherry Prunus spp. 6 Very poor; Similar to #11; Remove 13 Japanese Cherry Prunus spp. 5 Very poor; Similar to #11; Remove 13 -a Vine maple Acer circinatum 1 Dead Remove 14 Vine maple Acer circinatum 1.5,1 Fair Save — crown clean Page 4 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Tree Condition. — The condition of the trees ranges from dead to good. Past maintenance included side trimming and topping. No pruning cuts were made properly. This has resulted in severe damage to many of the trees. The following table provides a summary of the trees, size, and condition, along with recommendations for retention or removal. Table 1. Summary of the existing trees, size, condition, and recommendations. Washington Forestry Consultants, Inc. Olympia, WA 4 # COMMON NAME BOTANICAL NAME DBH (IN) CONDITION RECOMMEND 15 Vine maple Acer circinatum 2,2,1 Poor; Cankered — not identified; Remove 16 Black locust Robinia pseudoacacia 8,6,10 Fair; 3 stems; Forks near breast height; Save — crown clean 17 Shore pine Pinus contorta var. contorta 10.4 Fair; Save — raise crown to 14' for truck clearance; Crown clean to remove stubs; 18 Western hemlock Tsuga heterophylla 9,9 Good; 2 stem tree; Live, healthy; Save — sidetrim to provide 14' of overhead vehicle clearance; 19 Shore pine Pinus contorta var. contorta 5 Poor; Severe basal wound 18 "x6 "; Save; Remove stubs; Could remove — would not need to replace; 20 Shore pine Pinus contorta var. contorta 11 Fair; Basal wound 10 "x8 "; Save — crown clean and raise crown to 14' for vehicle clearance; 21 Shore pine Pinus contorta var. contorta 7 Poor; Overtopped by #20; Save or remove; If saved crown clean and sidetrim for vehicle clearance; 22 Shore pine Pinus contorta var. contorta 7 Poor; Part of cluster with 20 and 21; Save; Prune stubs; 23 Shore pine Pinus contorta var. contorta 9 Good; Save — Prune stubs and crown raise for vehicle clearance; 24 Shore pine Pinus contorta var. contorta 10 Good Save — Prune stubs and crown raise for vehicle clearance; 25 Shore pine Pinus contorta var. contorta 4 Fair Save — Prune stubs and crown raise for vehicle clearance; 26 Cherry Prunus spp. 6 Very poor; Topped, severe dieback and basal sprouts; Remove 27 Cherry Prunus spp. 6 Very poor; Topped, severe dieback and basal sprouts; Remove 28 Cherry Prunus spp. 6 Very poor; Topped, severe dieback and basal sprouts; Remove 29 Cherry Prunus spp. 6 Very poor; Topped, severe dieback and basal sprouts; Remove 30 Vine maple Acer circinatum 1,1,1,1, 1.5 Poor; 5 stems; severely topped; Remove Page 5 — KFC /Taco Bell Tree Evaluation and Protection Plan Washington Forestry Consultants, Inc. Olympia, WA 5/6/2003 Page 6 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Photo B. View of cankered tissue on stem of aspen (WFCI 4- 30 -03). All trees were numbered in the field with tags. The numbers in Table 1 correspond with the tags on the trees. Trees recommended to be removed were marked at the base with an orange paint dot. Trees that had the potential to be saved were marked at the base with a blue paint dot. Tree numbers are shown on Figure 1 (attached). Off -Site Impacts There is a row of 5 Lombardy poplars (Populus nigra var. Italica) and bigleaf maples (Acer macrophyllum) along the east parcel boundary. These 9 trees range from 10 to over 30 inches in diameter. All trees are outside of the fence, and based on the site plan, appear to be on the parcel to the east. Branch growth extends over the property line and over the drive -thru driveway. The Lombardy poplars were previously topped and have grown new tops that are now over 30 feet tall. The new tops are hazardous to the adjacent property. There is potential that the tops could fail into the driveway of the drive -thru for the new restaurant, though the risk is moderate. The bigleaf maples have some internal decay in the upper stems. The risk of failure into the driveway is moderate. Washington Forestry Consultants, Inc. Olympia, WA 6 Page 7 — KFC /Taco Bell Tree Evaluation and Protection Plan Photo C. View of overhanging bigleaf maple branches from off -site trees. These trees require sidetrimming for vehicle clearance and to provide sunlight to the new landscape bed (WFCI 4- 30 -03). 5/6/2003 It is recommended that all 9 trees be sidetrimmed to the stems to eliminate branches that overhang the driveway. New trees are proposed to be planted in a widened planter strip. This sidetrimming will reduce shading for the new trees and shrubs in the planter strip. Washington Forestry Consultants, Inc. Olympia, WA 7 Page 8 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Potential for Tree Retention Discussion Fourteen of the 32 trees are recommended to be saved. These include one cherry, the black locust, most vine maples, most shore pines, and the western hemlock. The aspens and cherries are so severely damaged by topping, sunscald and the resulting decay, and infection by canker diseases that they are dead, or are very short -term trees. These trees should be removed and replaced. The remaining trees to be saved should have the recommended pruning completed to remove old stubs, provide vehicle clearance, and remove dieback within the trees crowns. Washington Forestry Consultants, Inc. Olympia, WA 3VS- o`.re oto ) . ' iew o s ore pines a ong port parce i oun ' ary. rees require crown raising for vehicle clearance (WFCI 4- 30 -03). Page 9 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Pruning All recommended pruning should conform to the ANSI A300 (2001) standards for proper pruning and should be completed by, or supervised by an International Society of Arboriculture Certified Arborist. It is recommended that the pruning be completed prior to the start of construction to prevent truck damage to overhanging branches during construction. Tree Protection Measures Trees in Landscape Beds. -- Trees to be saved should be protected during construction by orange mesh fencing, located at the edge of the parking lot curb. Off -Site Trees. -- The roots of the 9 off -site trees to the east should be protected during demolition of the asphalt and curb and creation of the new landscape bed. The asphalt should be carefully cut at the new parking lot edge. The slabs of asphalt can then be broken with a backhoe and the slabs and curbs be slid carefully off of the established root systems. All roots should be protected as much as possible. If roots must be cut to establish the new plantings, they should be cut cleanly with a saw, loppers, or a sharp axe. No roots larger than 2 inches diameter should be cut, and no roots within 10 feet of the stems of the 9 larger trees should be cut. If irrigation is to be installed in this bed, then it should be installed at the back of curb and designed to irrigate the entire bed. There should be no equipment activity within the root zone of trees to be saved. No irrigation lines, trenches, or other utilities should be installed within the critical root zone of existing trees. If roots are encountered outside the critical root zone, they should be cut cleanly with a saw and covered immediately with moist soil. Noxious vegetation within the critical root zone should be removed by hand. If a proposed save tree must be impacted by grading or fills, then the tree should be re- evaluated by WFCI to determine if the tree can be saved along with any mitigating measures, or if the tree should be removed. Overhead Powerline Limitations The 3 -phase powerlines along International Blvd. limit the size of tree that can be planted as street trees and landscape trees on this project. To avoid future conflicts between the trees and powerlines, only utility friendly trees should be planted within 23 feet of the centerline (poleline) of the powerlines. Utility friendly trees have a mature height of less than 25 feet. Washington Forestry Consultants, Inc. Olympia, WA Recommendations 9 iis.".;u.'.:.u .a.:vc•r*� ?wo'ki�1 �' t .txx: :- _...+tom. .� ..L „�.�. ice; .. �. . .ii_, Page 10 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Timeline for Activity 1. Remove trees as recommended. 2. Prune trees to be saved as recommended. 3. Cut and remove asphalt from east edge of parking lot. 4. Install tree protection fences as recommended, adjacent to existing trees to be saved. Maintain fences throughout construction. 5. Construct project There are 32 trees larger than 1 inch DBH on this project. It is recommended that 14 of these be saved. These trees should pruned to remove old stubs, raise crowns, and clean out deadwood. The remaining 18 trees are diseased, dead, or in very poor condition and would at best, be short-term trees. These 18 trees should be removed and replaced. Please give me a call if you have questions. Respectfully submitted, n Forestry Consultants, Inc. /1„) en M. Wright, AC /ASCA Certified Forester No. 44 Certified Arborist No. PN -129 Summary attachment: figure 1 - potential tree retention plan Washington Forestry Consultants, Inc. Olympia, WA 10 337, 32f. 672 - . . . � PVC b 1.0z foy COIa:CCT:ON FF=336.80 OF RCO: ANC _ .'..F.'..". rocnrc DRhnNs 53 2, x :35.53 ---- � ----- � 8D LE' 1 �� -- ,, . C 0 x `5 0 . _ .. .9�F12' ' .;'3351 -; :I -. �� R i - 33 5. <0 1•, : i . 1 I ; ----MIME ; _ _. _ -. _ _ . Q • • ~ U • L 1. '. i fi 4 . (LEMOVE SAVE { L VA:JL' Ob 11J CD f5, TYPE ; I STANDARD GRATE IE =332.00 `NEIV 60'2 RIM = 334.50 IE= 331.50 •"..fwNAL VM.G / RIM.3A6•00 1E....332.001 • - 5821 • TREE ACCT /on FEN CrYP.) ,-C 5. TYPE 1 _SIANDARO GRATE // Rk =336.00 IC =331.73 I!. 40 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CE STAN CIO CD ''d CD C' Page 12 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 APPENDIX I GLOSSARY OF FORESTRY AND ARBORICULTURAL TERMINOLOGY DBH: Diameter at Breast Height (measured 4.5 ft. above the ground line on the high side of the tree). Crown: Portion of a trees stem covered by live foliage. Crown Cleaning: Removal of dead, diseased, dying, defective, and damaged branches from the crown of a tree. Crown Raising: Removal of lower branches for view or ground clearance. Cuts are made to the stem or to a lateral branch. Critical Root Zone: A radius from the trees stem of 1 foot for each 1 inch of DBH unless otherwise determined by WFCI. For example, a 7 inch DBH tree would have a critical root zone radius of 7 feet. Washington Forestry Consultants, Inc. 12 Olympia, WA Page 13 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Washington Forestry Consultants, Inc. Olympia, WA APPENDIX II :NOR POSTS SHOULD - BE MINIMUM 6' TALL \ -BAR' FENCE POSTS 8 FT. MAX. ANCHOR POSTS MUST BE INSTALLED TO A DEPTH OF NO LESS THAN 1/3 OF NE TOTAL HEIGHT Of POST. ORANGE MESH PLASTIC USE 8" WIRE 'U' TO SECURE FENCE BOTTOM THE TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT THE CONSTRUCTION AND GRADING, AND NOT TO BE REMOVED UNTIL FINAL LANDSCAPING IS IN PROGRESS. AT NO TIME SHALL EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). ALL BRUSH CLEANUP WITHIN THE RPZ SHOULD BE COMPLETED BY HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS NO CUTS OR FILLS. UTILITY TRENCHING, MODIFICATIONS TO DRAINAGE. oR CONCRETE RISE WATER SHOULD IMPACT THE RPZ. NO WIRES. CABLES, OR OTHER DEVICES SHOULD BE ATTACHED TO PROTECTED TREES DURING CONSTRUCTION. IF' IMPACTS MUST OCCUR WITHIN THE RPZ, CONTACT WFCI PRIOR TO THE OPERATIONS TO DETERMINE NE PROPER PROCEDURE TO PROTECT THE TREE'S HEALTH WFCI PAGER: 360/412-9068). TREE PROTECTION FENCE DETAIL 13 11 r I l'I l 1 1 11 4'11 11 17 11 11 11 U 1[ 11 11 11 i] III 1 11 CI 11 1 I I 1 I [ II II I1 11 11 ■ IT (1 11 II II II If It (1 II II < 1f II lI 1 >—.1r I 111 11 11 11 11 ■ II II 11 II 11 If [UT FI II IT U 11 JI iI 11 1 , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 1 1 1 ,,,,,,,,, 1 1 1 1111 11 1 1■ 11 1 1 11 11 11 JJ 11"11 l 11111 J F1 11 1 1 1 II I III ''Ill ■1111► MINI u lour •1u1 / ■i vin 1 Page 13 — KFC /Taco Bell Tree Evaluation and Protection Plan 5/6/2003 Washington Forestry Consultants, Inc. Olympia, WA APPENDIX II :NOR POSTS SHOULD - BE MINIMUM 6' TALL \ -BAR' FENCE POSTS 8 FT. MAX. ANCHOR POSTS MUST BE INSTALLED TO A DEPTH OF NO LESS THAN 1/3 OF NE TOTAL HEIGHT Of POST. ORANGE MESH PLASTIC USE 8" WIRE 'U' TO SECURE FENCE BOTTOM THE TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT THE CONSTRUCTION AND GRADING, AND NOT TO BE REMOVED UNTIL FINAL LANDSCAPING IS IN PROGRESS. AT NO TIME SHALL EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). ALL BRUSH CLEANUP WITHIN THE RPZ SHOULD BE COMPLETED BY HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS NO CUTS OR FILLS. UTILITY TRENCHING, MODIFICATIONS TO DRAINAGE. oR CONCRETE RISE WATER SHOULD IMPACT THE RPZ. NO WIRES. CABLES, OR OTHER DEVICES SHOULD BE ATTACHED TO PROTECTED TREES DURING CONSTRUCTION. IF' IMPACTS MUST OCCUR WITHIN THE RPZ, CONTACT WFCI PRIOR TO THE OPERATIONS TO DETERMINE NE PROPER PROCEDURE TO PROTECT THE TREE'S HEALTH WFCI PAGER: 360/412-9068). TREE PROTECTION FENCE DETAIL 13 Golder Associates Inc. 18300 NE Union Hill Road, Suite 200 Redmond, WA USA 98052 -3333 Telephone (425) 883 -0777 Fax (425) 882 -5498 www.golder.com Distribution: March 3, 2003 R1) D sA l p w . F Vb A); 29321 k , ) � Iry CISI'�iZ\ . " EXPIRES 'chard D. Luark, P.E., P.E.G. Associate 1 Copies - Olympic Associates Inc. 1 Copies - Golder Associates Inc. REPORT ON SUBSURFACE INVESTIGATION AND GEOTECHNICAL ENGINEERING REPORT KFC / TACO BELL RESTAURANT 15036 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON CITY OF TUKWILA Submitted to: APPROVED Olympic Associates Company, Inc. 701 Dexter Avenue North Suite 301 Seattle, Washington 98109 Submitted by: Golder Associates Inc. 18300 NE Union Hill Road Suite 200 Redmond, Washington 98052 / 27111 41 4 ..4 - ( Michael Mengelt Staff Engineer . IXi3ZC/ SOUTH* . . I. A.. 2062 SEP 3 0 2003 tit3h RECEIVED CITY OF TUKWILA JUL 032003 PERMIT CENTER 023 -1 040303 mm I IIP Bill ? April 3, 2003 -i- 023- 1320.000 TABLE OF CONTENTS 1.0 INTRODUCTION 1 1.1 Purpose and Scope of Services l 1.2 Project and Site Description 1 2.0 GEOTECHNICAL INVESTIGATION 3 3.0 SUBSURFACE CONDITIONS 5 3.1 General 5 3.2 Geologic Setting 5 3.3 Subsurface Stratigraphy and Geologic Interpretation 5 3.4 Groundwater 6 4.0 DESIGN RECOMMENDATIONS 7 4.1 General 7 4.2 Seismic Design Criteria 7 4.2.1 Ground Motion Parameters 7 4.2.2 Liquefaction Potential 7 4.3 Foundations 8 4.3.1 Shallow Foundations 8 4.3.2 Spread Footing Dimensions 8 4.3.3 Lateral Load Resistance 9 4.4 Slab Subgrade 9 4.5 Foundation Drainage 9 4.6 Backfilled Walls 10 4.7 Retaining Walls 10 4.8 Pavement Design Criteria 11 5.0 CONSTRUCTION CONSIDERATIONS 12 5.1 General 12 5.2 Subgrade Preparation, Footing Preparation, and Geopiers 12 5.3 Earthworks 12 5.3.1 General 12 5.3.2 Structural Fill Placement and Compaction 12 5.3.2.1 Backfill Compaction Requirements 12 5.3.2.2 Fill Placement 13 5.3.2.3 Use of Excavated Soils 13 5.3.2.4 Imported Fill Materials 14 5.3.2.5 Capillary Break 14 5.3.3 Excavation 14 5.3.3.1 Temporary Slopes 14 5.3.3.2 Temporary Shoring Recommendations 15 5.3.3.3 Permanent Slopes 15 5.3.4 Geotechnical Construction Monitoring 15 040303mm1 I Golder Associates April 3, 2003 -ii- 023 - 1320.000 6.0 USE OF THIS REPORT 16 Table 1 Table 2 Table 3 Summary of Geotechnical Boring Locations Capillary Break Gradation Recommendations Recommended Drain Rock Gradation Figure 1 Site Exploration Plan Appendix A Borehole Logs 040303mm1 I LIST OF TABLES LIST OF FIGURES LIST OF APPENDICES Golder Associates April 3, 2003 -1- 023 - 1320.000 1.0 INTRODUCTION 1.1 Purpose and Scope of Services Olympic Associates Company, Inc. retained Golder Associates Inc. (Golder) to provide geotechnical consulting services for the proposed KFC Taco Bell restaurant to be located at 15036 Tukwila International Boulevard in Tukwila, Washington. The purpose of the activities described in this report was to provide subsurface exploration and geotechnical recommendations for site development. Golder's geotechnical work activities consisted of provision of a field engineer during geotechnical drilling, engineering analyses, and preparation of a geotechnical report performed in accordance with our proposal, dated November 19, 2002 (P02- 1565). This report presents the results of the field investigation and provides geotechnical design criteria for the project. 1.2 Project and Site Description The proposed KFC Taco Bell building will be a single -story building located at 15036 Tukwila International Boulevard in Tukwila, Washington. Based on the proposed development site plan provided to us, the new structure will occupy a space of approximately 3,800 square feet, and will front along Tukwila International Boulevard. The property is roughly rectangular, and measures approximately 270 feet East to West by 160 feet North to South. The remainder of the property will be occupied by a parking lot, with two accesses to Tukwila International Boulevard on the west and an access to South 152 Street near the southeast corner of the site. A former Burger King restaurant currently occupies the site. The existing building is located in the northwest corner, and the proposed restaurant structure will be located along the western side of the property. The northern half of the new building envelope will overlap the southern half of the existing building envelope. The site is bordered on the north by a Wendy's restaurant. The parking lot for Wendy's is 3 to 4 feet higher than the project site. The border area is planted with grass, shrubs and small trees (less than 15 feet tall) at the west end and shrubs and medium trees (between 15 and 25 feet tall) at the east end. The site is bordered on the east by a mobile home park. The project site is approximately 6 feet higher than the adjacent mobile home park. The grade change is through a 2H:1V to 1.5H:1V slope on the east side of a chain link fence along the property line. There are large trees (greater than 25 feet tall) on the east side of the fence, whose branches extend 10 to 15 feet onto the project site. The site is bordered on the south by a vacant lot (east of the access road to the project site) and a Chevron station/used car dealership (west of the access road). There is little to no grade change between the project site and these adjacent properties. The project site is separated from the adjacent properties by a chain link fence that extends from the southeast corner approximately 60% of the length of the south border. The border is lined with small trees on the north side. The site is bordered on the west by State Highway 99 (Tukwila International Boulevard). There are overhead power lines along the west edge of the project site. The project site was previously used for a Burger King restaurant. The building and facilities are still standing; the building is located in the northwest portion of the site. Most of the site (the parking area) is paved with asphalt, while the north side (the drive -thru and the trash area) is paved with concrete. Concrete sidewalks surround the building on the east, south, and west sides. The site is 040303mm11 Golder Associates S444"..4 .4.1U4Stuteal April 3, 2003 -2- 023 - 1320.000 landscaped with shrubs and grass between the west side of the building and Highway 99. There are landscaping "islands" in the parking lot that also contain shrubs. We anticipate that existing electrical utilities run throughout the site to supply existing parking lot and exterior lighting. Several storm drains are located in the parking area. Utility meters and hookups are located at the northeast corner of the building; we noted utilities for power and for natural gas. There is some evidence of settlement beneath and around the existing Burger King building. A hairline crack was observed near the east end of the north wall of the building. The crack extended from the ground surface to a height of 3 to 4 feet, passing through both brick and mortar. Two large cracks were observed in the wall of a planter at the southwest corner of the building. One crack is on the west face of the wall and the other is on the south face of the wall. The southwest corner of the planter wall sits approximately 1 inch higher than the ends of the wall on the west and south sides of the building. The cracks are about 3 /4 inch wide at the ground surface and taper with increased elevation. They extend almost the entire height of the wall. The cracks had been filled with cement or epoxy in an effort to repair them. There was no evidence of differential settlement of the southwest corner of the building associated with the cracks in the planter wall. 040303 mm 11 Golder Associates r >1.;;,- <: :.�: '1 ,� ' : Borin T.vc Approximate Locatiionl Depth feet BGS GA -1 4 ft W, 8.5 ft S of SE Corner Existing Building 20 GA -2 16 ft W, 2 ft S of NW Corner of Existing Building 19 April 3, 2003 -3- 023 - 1320.000 2.0 GEOTECHNICAL INVESTIGATION A field investigation was conducted at the site on February 13, 2003. The investigation consisted of drilling two geotechnical borings near or within the proposed building footprint. The approximate boring locations are shown on Figure 1 and summarized on Table 1. 040303mnn,i I TABLE 1 Summary of Geotechnical Boring Locations 'Location of borings determined visually and by hand measurements. The borings were drilled with a truck - mounted Formost Mobile B -59 drill rig to depths of 20 and 19 feet below the existing ground surface using a 4- inch - inside - diameter hollow stem auger. Holt Drilling provided the drill rig and crew under subcontract to Golder. Drilling and sampling of soils were performed in accordance with Golder Technical Procedure TP -1.2 -5 "Drilling, Sampling, and Logging of Soils ". Standard Penetration Tests (SPT) were performed at 5 -foot intervals using a standard two -inch diameter split spoon sampler driven by a 140 -pound hammer falling a distance of 30 inches, in accordance with ASTM D -1586. The number of hammer blows required for each 6 inches of penetration was recorded. The Standard Penetration Resistance (N) of the soil is calculated as the sum of the number of blows required for the final 12 inches of sampler penetration. The "N" value is an indication of the relative density of cohesionless soils and the consistency of cohesive soils. If a total of 50 blows are recorded within a single 6 -inch interval, the test is terminated and the blow count recorded as 50 blows for the number of inches of penetration. Field judgment is required when assigning density descriptions to soils containing a high percentage of coarse gravel, cobbles, and boulders: The driving resistance is often altered by the coarse - grained fraction, artificially elevating the blow counts and indicating denser soils than the actual in -situ conditions. At the completion of drilling of each boring, the borehole was backfilled with bentonite chips. The soil conditions were examined and logged by an engineer from our firm. Pertinent information was recorded, including depths, stratigraphy, soil engineering characteristics, and groundwater occurrence. Eight disturbed samples were obtained from the borings. The soil samples were classified in accordance with Golder Technical Procedure TP -1.2 -6 "Field Identification of Soil ", which is summarized on the Soil Description Index in Appendix A. All samples were placed in plastic jars and returned to our Redmond, Washington laboratory for further classification and testing, as needed. Golder Associates n..vt,7{ti April 3, 2003 -4- 023 - 1320.000 The summary borehole logs of GA -1 and GA -2 are presented in Appendix A. The stratification depths indicated on the summary log represent the approximate boundaries between soil types. The soil and groundwater conditions were those recorded for the locations and dates indicated and may not necessarily represent those of other times and locations. 040303mm 11 Golder Associates April 3, 2003 -5- 023 - 1320.000 3.0 SUBSURFACE CONDITIONS 3.1 General The soil logs from borings GA -1 and GA -2 are presented in Appendix A. The logs contain pertinent information including resistance to driving of the sampler; measured locations of the groundwater Z table; and soil type and description. The information indicated on the logs represents the approximate i w behavior with depth. It should be noted that information is accurate only at the location of testing and t may vary between locations. 6 v 0 0 3.2 Geologic Setting co W J i_ The recent geologic history of the Puget Sound Lowland Region has been dominated by several co u_ glacial episodes. The most recent, the Vashon Stade of the Fraser Glaciation, is responsible for most w 0 of the present day geologic and topographic conditions. The Puget lobe of the Cordilleran Ice Sheet 2 deposited a heterogeneous assemblage of proglacial lacustrine deposits, advance outwash, lodgment till, and recessional outwash upon either bedrock or older Pre - Vashon sediments and bedrock. These co a deposits, and the weathered soils derived from them, make up nearly all of the near - surface soils on = w the slopes and higher elevations in the vicinity of the project site. 1-- H z 1- 0 As the glacier retreated northward, it uncovered a sculpted landscape of elongate uplands and w ~ w intervening valleys. Postglacial deposits include; alluvium deposited within active stream channels, CI modern lacustrine deposits, organic silt and local peat deposits within kettle depressions, drainages 0 and outwash channels; volcanic mudflow deposits and landslide deposits. in 1-. wW Our review of the United States Geological Survey (USGS) Des Moines, Washington 1:24,000 H H Geologic Quadrangle map indicates that the project site and its immediate vicinity are underlain by u_ z Ground Moraine Deposits (denoted Qgt in the published literature). The USGS quadrangle indicates w that the ground moraine deposits underlying the project site consist primarily of compact, unoxidized — _ till. In some areas, a discontinuous cover of sand and gravel is also shown. Other units which are 0 ~ associated with the near surface Ground Moraine deposits include Vashon Drift and Recessional Outwash. 3.3 Subsurface Stratigraphy and Geologic Interpretation In general, the site appears to be underlain by compact to very dense, weathered to fresh ablation till overlying dense to very dense basal till. Loose to compact weathered to fresh till 9 to 11 feet thick was found near the surface, mantling the underlying dense to very dense till. In general, the soil units consist of silty sand to sandy silt with variable fine to coarse subrounded gravel content. Near the surface, organic content, consisting of plant debris and rootlets, was observed. A layer of topsoil is present at the surface in the planter areas. The soil units encountered in borings GA -1 and GA -2 are summarized below: 040303mml I • TOPSOIL: A layer of topsoil was encountered at both boring locations. The thickness of topsoil was approximately 6 inches. It is anticipated that the thickness of topsoil is greater in other landscaped areas, while no topsoil should be encountered beneath the footprint of the existing building or beneath paved areas on the site. • WEATHERED TO FRESH ABLATION TILL: Loose to compact brown, weathered to fresh sandy silt with iron oxide mottling, trace fine gravel, trace organics was Golder Associates w.+' +. {Kxaa.a,,:w.i „•,mtg , .sn. ..... —..... April 3, 2003 -6- 023 - 1320.000 encountered on both borings beneath the topsoil layer. The thickness of the layer was 8.5 feet in GA -1 and 11.5 feet in GA -2. The material is more weathered near the surface, and evidence of weathering decreased gradually with depth. Because the transition from weathered till to intact till is gradual with depth, it is difficult to denote the exact boundary between weathered till and intact till. Differentiation between weathered and fresh till was made based on presence of iron oxide staining and observed lower density of the upper, weathered section, and contacts noted on the borings logs should be considered approximate. • DENSE TO VERY DENSE LODGMENT TILL: Compact to very dense, brown or grayish brown silty fine sand, trace to little fine to coarse gravel was encountered below 9 feet below the ground surface (bgs) in GA -1 and below 12 feet bgs in GA -2. This formation was interpreted to be lodgement till underlying the ablation till near the surface. Based on our review of the published geological literature, we interpret the upper ablation till formation to correspond with the near surface Ground Moraine soils mapped on the 1:24,000 Des Moines, Washington quadrangle mantling lodgement deposits at depth. The weathered to fresh, loose to compact till soils documented in our borings are in general agreement with the density and compositional notes for Ground Moraine soils mapped in the vicinity of the development. The upper, oxidized layers are thought to denote areas of weathering in the Ground Moraine sediments. At roughly 10 to 12 feet BGS in the borings, brown to grayish brown, dense to very dense soils were documented, corresponding to Vashon Drift sediments commonly noted throughout the Puget Lowland. 3.4 Groundwater During our investigation, wet soil was observed at approximately 12 feet below the ground surface on the project site. Based on our field observations, we interpret this depth to be depth of groundwater. It is important to note that because the water levels were measured during drilling, the actual water table may be slightly different. Also, groundwater conditions can be expected to fluctuate, becoming elevated during periods of heavy precipitation such as winter and spring. 040303 mm I I Golder Associates April 3, 2003 -7- 023 - 1320.000 4.0 DESIGN RECOMMENDATIONS This section of the report provides our interpretation of the factual geotechnical data obtained during the current investigation. The recommendations provided are intended for the guidance of the design engineers and are intended for this project only. The data may not be sufficient for construction and where comments are made on construction, they are provided only to highlight aspects of construction that could affect the design of the proposed project. Contractors bidding on or undertaking the works must make their own interpretation of the subsurface information provided as it affects their proposed construction methods, costs, equipment selection, scheduling, and safety practices. The following recommendations are for preliminary design purposes and after preparation of final designs and plans, the recommendations may require revision. 4.1 General Based on the subsurface conditions encountered in our field exploration program, the site appears suitable for development from a geotechnical standpoint. The main geotechnical issue at the site is foundation and floor slab support due to the presence of loose to compact silty sand to sandy silt soil (weathered till) at shallow depths beneath the site. Due to the thickness of these loose to compact soil strata, we do not consider removal and replacement of the weathered till to be economical as this operation could require cuts and fills on the order of 10 to 12 feet or more. Our foundation design and construction recommendations are detailed in Section 4.3. 4.2 Seismic Design Criteria 4.2.1 Ground Motion Parameters Peak horizontal ground motion is the most studied parameter of earthquake motion, because it is directly obtained from earthquake accelerographs, and because it provides the most direct method of obtaining an estimate of the forces acting on a structure during an earthquake. The project site is located with Seismic Zone 3, as defined by the Uniform Building Code (UBC, 1997). Within this zone, a seismic factor (Z) equal to 0.30 is recommended for calculation of shear and lateral load imparted on the structure during an earthquake. Part of seismic design according to the UBC is the selection of one of several generic soil profiles for seismic analysis. Based on our borings advanced for this study, and our knowledge of the deep soil conditions in the area, the SD generic soil profile is recommended: This site is underlain by an average soil profile in the upper 100 feet that is considered stiff. 4.2.2 Liquefaction Potential Based on our geotechnical borings, the site is underlain by loose to compact sandy silt to silty sand to a depth of approximately 10 feet. From 10 feet to the bottom of the borings, dense to very dense silty sand to sandy silt with gravel was observed. These soils are interpreted to be weathered to intact till. Wet soil was observed at 12 feet BGS in the borings; we interpret the groundwater table to be at 12 feet BGS. 040303mmI I Golder Associates April 3, 2003 4.3 Foundations 4.3.1 Shallow Foundations 010303mm11 -8- 023 - 1320.000 Based on our observations, the soil types at the site, and the depth of groundwater at the site, we consider the site to have a low liquefaction potential in the event of the design earthquake. As discussed previously, the near - surface soils at the site consist of loose to compact, weathered to fresh till deposits, interpreted to be Ground Moraine deposits as mapped by the USGS. The low SPT blowcount and silty nature of these soils will create relatively low allowable bearing capacity levels for shallow footings. However, based on our findings and our experience, it is our opinion that the structure can be founded on shallow strip footings. As such, we recommend that if spread and/or strip footing foundations are selected, the design allowable bearing capacity should not exceed 2,000 psf. In our opinion, the relatively low foundation bearing loads required for a single -story structure of this type will permit construction using shallow foundations without ground improvement or deep foundations, provided that the recommended allowable bearing capacity is not exceeded. 4.3.2 Spread Footing Dimensions The footings can be designed based on the following criteria: • MINIMUM FOOTING SIZE: Isolated Spread Footings: 24 inches Continuous (Strip) Footings: 18 inches • MINIMUM FOOTING BASE DEPTH BELOW ADJACENT EXTERIOR GRADE: DmiN = 18 inches This is the minimum required depth for frost penetration. In addition to this specified minimum depth it is important that the footings are placed on competent soils as discussed below. • MAXIMUM ALLOWABLE BEARING PRESSURE Recommended Allowable Bearing Pressure: 2,000 psf These values are appropriate for all dead and live loads. A one -third increase is allowable for transient loading such as wind and seismic loads. • FOOTING SETTLEMENT (Single Footings) Total Settlement: approximately 1 inch Differential Settlement: approximately 'A inch Note that the majority of footing settlement is anticipated to occur during the period of construction. Golder Associates ' ;4 ; . Sieve Size or Diameter (in.) Percent Passing . 1 inch 100 No. 4 0 — 20 No. 200 0 - 3 April 3, 2003 -9- 023 - 1320.000 4.3.3 Lateral Load Resistance The foundation will have to resist lateral load from earth pressure, wind, and seismic loads. For design purposes, these loads can be resisted by: • BASE FRICTION: An ultimate value of 0.4 can be assumed for base friction between the soil and spread footings. • PASSIVE RESISTANCE ON SIDES OF SHALLOW FOOTINGS: For design purposes, Golder recommends that the allowable passive pressure be based on an equivalent fluid density of 300 pcf on the sides of the foundation elements above the water table. 4.4 Slab Subgrade Conventional slab -on -grade floors can be supported on a subgrade of the native bearing soils as noted in the Foundation Recommendations (Section 4.1), or on structural fill placed and compacted as noted in Section 5. Slab -on -grade floors should not be founded on organic soils, loose soil or uncompacted fill. The slabs should be underlain by a capillary break material, consisting of at least 4 inches of clean, free draining sand and gravel or crushed rock meeting the following specifications: TABLE 2 Capillary Break Gradation Recommendations A vapor barrier consisting of reinforced heavy plastic sheeting (6 mil or thicker) can be included between the slab and the capillary break. If desired, an additional two -inch thick layer of sand may be placed on the vapor barrier to aid concrete curing. 4.5 Foundation Drainage We recommend that foundation and slab -on -grade drainage systems be provided for the structure to allow any seepage water which may develop to drain from beneath the foundations and slabs. These may include perimeter footing drains or foundation wall treatments for any below grade portions of the structure. A perimeter footing drain is recommended for all backfilled walls adjacent to any slab - on- grade. The drainage should consist of a perforated drain pipe placed at the bottom of the footing, enveloped in drain rock and covered with filter fabric. Drain rock should consist of clean, free - draining sand and gravel having the gradation specified in Table 3. The drain should be tightlined to the storm system or other suitable discharge point. 040303mm1 L Golder Associates ,Hfr;3; Sieve Size Percent Passing 1 -1/2" 100 3/8" 10 -40 No. 4 0 — 5 No. 200 0 - 2 April 3, 2003 4.6 Backfilled Walls -10- TABLE 3 Recommended Drain Rock Gradation 023 - 1320.000 Roof drainage should be collected and conveyed in a tightlined system separate from the footing drain system. The ground surface adjacent to the buildings should be graded to drain away from the building. Adequate drainage should be provided for basement or below -grade walls to minimize lateral earth pressures and to prevent buildup of hydrostatic pressures. The wall backfill should be used in conjunction with footing drains and /or other drainage provisions discussed above to provide full wall drainage. The backfill should be compacted firmly in horizontal lifts with a loose lift thickness not to exceed 12 inches. The moisture content of the backfill at the time of compaction should be approximately equal to the optimum moisture content. The optimum moisture content is the water content at which the soil can achieve the highest degree of compaction, as determined by ASTM D- 1557, the Modified Proctor Density Test. The contactor should avoid over - compaction adjacent to the wall in order to prevent over - elevated earth pressures. Alternatives to the use of free - draining fill behind walls would include continuous geocomposite drain strips placed continuously behind the wall or washed drain rock within 2 feet of the wall for the full height of the wall. Both these alternatives would be used in conjunction with the wall footing drains discussed above. Backfilled basement walls can be designed for an at -rest earth pressure based on an equivalent fluid density of 50 pcf, assuming there is no buildup of hydrostatic pressure. 4.7 Retaining Walls Retaining walls may be used to accommodate grade changes, and general site grading around buildings. A variety of wall types are feasible, including conventional cast concrete walls, mechanically stabilized earth (MSE) walls, and rockeries. Once the grades are known, and a specific wall type has been decided, detailed design recommendations can be developed. Gravity or cantilever retaining walls can be designed using an active earth pressure based on an equivalent fluid density of 35 pcf, assuming there is no buildup of hydrostatic pressure. Bearing capacity, base friction, and passive earth pressure criteria are presented in Section 4.3.2. 040303mm11 Golder Associates April 3, 2003 For preliminary design purposes, we recommend that rockeries be no higher than 6 feet in native cuts. Block walls under 4 feet in height can generally be constructed without internal soil reinforcement, while higher fill walls (MSE) will require soil reinforcement. All retaining walls should be constructed with a permanent, full -face drainage system. The wall footing drain should consist of a properly sized, perforated drainpipe bedded in clean gravel backfill. The footing drain should convey the water under gravity flow to the storm water collection system. zz 4.8 Pavement Design Criteria z It must be recognized that pavement design is a compromise between high initial cost coupled with • 0 low maintenance, and low initial cost coupled with the need for periodic repairs. As a result, the rn p owner should take part in the development of an appropriate pavement section. Critical features which determine the durability of the pavement section include: stability of the subgrade, presence or — w ' I- absence of moisture, free water, traffic volumes, and the frequency of use, particularly by heavy truck w O traffic. g Q . The majority of the paving requirements will be for interior access to the restaurant. Provided that the pavement subgrade is prepared in accordance with the construction recommendations section of this = d report, and traffic loading is anticipated to be light, the following pavement sections are _ recommended for interior access roadways. Z '— O z F- Recommended Minimum Pavement Section w w U � 2 inches AC — Class B O ! o ff 6 inches Crushed Base u_ F- Over firm, unyielding subgrade compacted to at least 95% modified Proctor density. z ui OH Alternative Pavement Section 2 inches AC — Class B 3 inches ATB Over firm, unyielding subgrade compacted to at least 95% modified Proctor density. If paving is required along the frontage of highway 99, the pavement section should be designed for the anticipated traffic loading. If the moisture content of the native soils does not allow for compaction of the subgrade to be firm and unyielding, the use of admixes such as cement and /or fly ash could be considered to improve the subgrade. Paving materials and minimum sections should conform to the local municipal criteria. 040303mm1 I Golder Associates -11- 023 - 1320.000 z April 3, 2003 5.0 CONSTRUCTION CONSIDERATIONS 5.1 General General geotechnical related site construction would consist of removal of the existing structures and asphalt, excavation, subgrade preparation, placement of footings and slabs, placement and compaction of fills, preparation of pavement section subgrades, and placement of footings drains. This section discusses selected elements of these construction issues. 5.2 Subgrade Preparation 5.3 Earthworks 5.3.1 General -12- 023 - 1320.000 Based on the borings, the foundation subgrade will consist of loose to compact silty sand to sandy silt with little gravel and trace to little organics. Due to the nature of the soils, the subgrade could become disturbed under the influence of surface water, groundwater, and the Contractor's equipment. The Contractor should implement suitable procedures to protect the subgrade, such as excavating with a track hoe without tracking on native soils, use of a crushed rock or gravel working mat and access roads, soil admixing of the subgrade, or other procedures as necessary to maintain the integrity of the subgrade. Native competent subgrade that becomes softened by the Contractor's operation must be over - excavated and replaced at the Contractor's expense. Although the site work will be mainly excavations, some structural fill will be required for backfill against walls, around and beneath foundations, in paving sections as required, and to establish final site grades. To the extent possible, the major earthwork activities should be completed during the dry times of the year. Although feasible, earthwork compaction during wet weather will significantly increase costs associated with off -site disposal of unsuitable excavated soils, increased control of water, and increased problems with subgrade disturbance and need for soil admixtures, geotextiles, and rock working mats. 5.3.2 Structural Fill Placement and Compaction Structural fill should be used below footings, slabs and pavements. Structural fill should be well - graded sand and gravel that, when placed and compacted, will meet the required compaction specification. Below all footings, and within three feet of grade in pavement areas, the fill should be compacted to the structural fill compaction requirements noted in Section 5.3.2.1, below. Beneath floor slabs and other structural components such as utility service trenches not underlying pavements, non - structural compaction requirements should be met as detailed below. 5.3.2.1 Backfill Compaction Requirements Structural and non - structural backfill should be placed in horizontal lifts with a loose lift thickness not to exceed 12 inches. All fill associated with foundations, pavement structures, and /or trench backfill supporting infrastructure such as pavements should be considered structural fill. Fill associated with landscaping areas may be considered non - structural. 040303 mm I I Golder Associates April 3, 2003 All fill must be capable of being compacted to the required specifications noted below. Maximum Lift Thickness: 12 inches loose Foundation, Pavement Structure Backfill and Pavement Subgrade Soil: Fill beneath roadways shall be compacted to at least 95 percent of the maximum modified Proctor density determined in accordance with ASTM D 1557. All soft and /or wet areas of subgrade should be removed and replaced with suitable materials or treated in place to create a suitable founding surface. The subgrade should be cleared of all organics and /or debris prior to compaction. Utility Trench Backfill: The fill should generally be compacted to at least 90 percent of J = maximum modified Proctor density determined in accordance with ASTM D 1557. In N H- pavement areas, the fill should be compacted to at least 95 percent of maximum modified w 0 Proctor density determined in accordance with ASTM D 1557. All soft and/or wet areas of E subgrade comprising the foundation of the new utility should be removed and/or replaced g with suitable bounding surface. Non-Structural/Landscape Areas: Non - structural backfill should be compacted to at least Z 90 percent of maximum modified Proctor density determined in accordance with ASTM D H p 1557. w ~ Li U 0 — Fill placement may be done with conventional earthmoving equipment including bulldozers, w H backhoes and dump trucks. Fill lifts should be spread evenly in loose lifts not exceeding 12 inches U per the guidelines of Section 5.3.2.1. Thinner lifts may be required if compaction specifications I-1— cannot be achieved. No fill lifts should be placed over previously placed lifts that have not met Li.i Z compaction requirements. 0 O F " . Compaction should be achieved using standard compaction equipment such as jumping jack, drum z rollers, and hoe - packs. Wheel rolling is generally not an acceptable form of soil compaction, and suitable compaction is not expected using this method. In areas with tight access, compaction may be completed using a vibrating plate or jumping jack compactor; note that if small compaction equipment is used, lifts thinner than 12 inches may be required. Soil compaction should be tested by a qualified field construction monitor using a nuclear density gauge. If density tests indicate that compaction is not being achieved due to moisture content, the contractor should be immediately notified. At a minimum, the fill should be re- tested. If the soil moisture is within a few percent of optimum moisture content, the contractor shall re- compact the fill and, if necessary, moisture condition and recompact. If the soil is significantly over optimum moisture, the fill should be scarified, moisture- conditioned to near optimum moisture content, recompacted and re- tested. 5.3.2.2 Fill Placement Prior to placement of fill from a new source, or placement of a new fill soil type, a Proctor compaction test should be performed to provide field construction guidelines. 5.3.2.3 Use of Excavated Soils Re -use of on -site excavated soils depends on the site conditions and the nature of the soil being excavated. Based on our observations, some of the soils which will be excavated from the site 040303 mm 1 I Golder Associates -13- 023- 1320.000 •.+r1,../...tA:.kwl.rii April 3, 2003 -14- 023 - 1320.000 contain a high silt content. Consequently, these materials are moisture sensitive and cannot be compacted to a firm and unyielding condition when they are a few percent above optimum moisture content. Therefore, these soils cannot be used as structural fill except during dry weather when moisture conditioning is easily accomplished. In general, high -silt excavated soil may be used in non - structural areas, such as beneath planters and other landscaping features. High silt soils should not be used in pavement areas or as foundation subgrades under any circumstances. 5.3.2.4 Imported Fill Materials Imported structural fill materials should consist of well graded sand and gravel fill materials, such as pit run or similar. If off -site structural fill is used during wet weather, it should be freely draining with less than 5 percent fines (that portion of the soil passing the US # 200 sieve). • 5.3.2.5 Capillary Break Due to the silty nature of the native soils underlying the site, we recommend that all slab -on -grade construction be underlain by a minimum 4- inch -thick capillary break layer, consisting of pea gravel or similar freely draining gravel material. The capillary break should be connected to the footing drain system to prevent buildup of pore water pressure. Furthermore, we recommend that a vapor barrier consisting of plastic sheeting be placed beneath the slab. 5.3.3 Excavation We anticipate that small excavations of limited vertical and lateral extent will be necessary for completion of the project. These could include excavation for footings, below grade walls and installation of utilities. Based on our study, the soils should be amenable to excavation using standard earthwork equipment such as bulldozers and trackhoes. It should be noted that no groundwater is anticipated in the upper 10 feet of the soil formations at the site. However, groundwater conditions can vary over time and potential for seepage and limited perched groundwater lenses exists. 5.3.3.1 Temporary Slopes Safe temporary excavations are the responsibility of the Contractor and depend on the actual site conditions at the time of construction. All construction should comply with applicable OSHA and WISHA standards. Cut slopes exposed for any length of time, particularly during wet weather, should be covered with visqueen to prevent erosion and maintain stability. Temporary cut slopes should not be graded steeper than 1 H: l V. Slopes graded less steeply may be required if instability is noted or an unsafe condition is identified. Limited vertical cuts less than 4 feet high will be allowed if space limitations require them and no instability or unsafe conditions are identified. All vertical cuts shall be backfilled completely at the end of each shift to prevent development of instability. Maintenance of safe excavations is the sole responsibility of the contractor; however, a qualified geotechnical engineer should observe excavation of temporary cut slopes. 040303mm1 I Golder Associates April 3, 2003 -15- 023 - 1320.000 5.3.3.2 Temporary Shoring Recommendations Based on our understanding of the project, we do not anticipate that temporary shoring will be required. However, if space limitations are noted during construction, or if vertical cuts of greater than four feet are required, temporary shoring should be installed. Such temporary shoring could consist of trench boxes or similar. Shoring should be designed for a minimum construction surcharge of 400 psf and checked with respect to the traffic loadings from construction equipment. Golder's recommended parameters for design of temporary shoring works are shown below: Active Earth Pressure Coefficient (K = 0.35 Passive Earth Pressure Coefficient (Kp) = 3.0 5.3.3.3 Permanent Slopes Based on our understanding of the project and our visual reconnaissance, we do not anticipate that permanent slopes will exist, owing to the flat nature of the site. If, however, long -term slopes are planned for the site, slopes should be no steeper than 2H:1V (50 percent grade) or flatter, assuming proper compaction, drainage and erosion control measures are in place. In general, 3H:1 V (33 percent grade) slopes are preferable from a maintenance and landscaping standpoint. 5.3.4 Geotechnical Construction Monitoring We recommend that a qualified geotechnical engineering firm be on site full -time during critical aspects of the project. This would include installation of deep foundation/ground improvement, footings and slab subgrade preparation, and placement of structural fill. aw03mm1 I Golder Associates April 3, 2003 -16- 023 - 1320.000 6.0 USE OF THIS REPORT This report is for the exclusive use of Olympic Associates, and their clients and contractors for specific application to the Tukwila KFC/Taco Bell development discussed herein. The exploration program was performed in general accordance with locally accepted geotechnical Z engineering practice to provide information for the area explored. There are possible variations . z '. between the exploration sites and in the groundwater conditions with time. We recommend that you include a contingency in the budget and project schedule for unanticipated conditions. 6 v U 0 It has been a pleasure working with you on this project. Please contact us if you have additional v) questions, or if we can be of additional assitance on this or other projects. w � . W u- W 0 Li. a • d ~w Z �. Z o W • W U 0 : O N W • W H � V O . W U = O H. ao303mm1 i Golder Associates Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. K:IPROJ ECTS1200210231320100010231320000F01 .D W G 0 O GA -1 30 FEET 60 FOOTPRINT OF EXISTING BUILDING .\\- FOOTPRINT OF PROPOSED BUILDING FIGURE 1 SITE EXPLORATION PLAN OLYMPIC ASSOCIATES /KFC & TACO BELL RESTAURANT/WA .. ._..,..._..:un,.,.sz,...,..+..x a..++ .•, mn, axvtirui: wa.,; t,+ 10:4 Golder Associates F ~. W QQ 6 J U U (0 o I_ 1-- N LL WO 2 QQ u. c I I Z � ZO W U 0 O D 0 1` W H H U. O . z W = OH z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR - THAN THIS_NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. RECORD OF BOREHOLE GA -1 SHEET 1 of 1 PROJECT. OAC/KFC Taco Belt/Tukwila DRILLING METHOD: Hollow -stem auger DATUM: ELEVATION PROJECT NUMBER: 023 -1320 DRILLING DATE: 2/13/2003 AZIMUTH: 'TA INCLINATION -90 LOCATION: 4' W, 8.5' S of SE cnr ex bldg DRILL RIG: B -59 COORDINATES: not surveyed w V 0 0 o O - ELEV K SOIL PROFILE SAMPLES PENETRATION RESISTANCE BLOWS I II • !o 20 30 40 WATER LEVELS GRAPHIC DESCRIPTION h j = t,7 m a' 2 w BLOWS per 61n 14010 hammer ao nM drop N a w CL WATER CONTENT (PERCENT) W. o f DEPTH pi) } O I W, - - - - -5 -10 - - -15 - 20 - 25 -30 L - 35 1 - - -40 t 0.0.0.5 N14GSQt- / 0.5.9.0 Loose to compact. unstralified, brown and gray sandy SILT, trace fine gravel, trace organics. moist. Iron oxide mottled throughout. Faceting and sockehng of gravel noted. (ABLATION TILL) SM . 4 .! • • „ • Cuttings Bentonite chips ps :',r- r!•.r L. s • r, � - - - - - - - - - - - •- - ML 0 5 1 SS 2-2-4 8 �'- • 1.5 2 SS 9.11 -17 28 -'- 1.5 9.0.20.0 Dense to very dense, unstrat�ed, brain silty fine SAND, trace to kttte fine to coarse gravel, moist. Gravel Is subrounded and exhibits fueling and socketmg. (LODGMENT TILL) SM • 9.0 3 SS 18.23.35 >50 1S 4 SS 16.23 -23 46 - Boring crx pleted at 20.0 II. 20.0 1 In to 5 ft LOGGED: VanShaar = , DRILLING CONTRACTOR: Holt Drilling CHECKED: R. Luark ®r Golder DRILLER: Mike /Joel DATE: 3/28/03 � Associates Golder Associates n U 3 0 N Q E V Q +1 64 ,4 40 $' '1 7 i;4:Wifvxar. RECORD OF BOREHOLE GA -2 SHEET 1 of 1 PROJECT: OAC/KFC Taco BeIUTukwila DRILLING METHOD: Hollow -stem auger DATUM ELEVATION: PROJECT NUMBER: 023-1320 DRILLING DATE: 2/13/2003 AZIMUTH: N/A INCLINATION. -90 LOCATION: 16' W, 2' S of NW cnr ex btdq DRILL RIG B•59 COORDINATES: not surveyed o. c U o S SOIL PROFILE S SAMPLES P PENETRATION RESISTANCE BLOWS /ft■ NOTES Z D DESCRIPTION y rn E U r ELEV. w w B ° p BLOWS 1 N a a W WATER CONTENT (PERCENT) G DEPTH w, 1 O I w, C -0 0 0.04.5 S SM % , , 1 . ■ • - Y . 411 1 lcdiA / • ML 0 5 1 S SS 4 4-4•5 9 9 1 1_4 1.5 S 2 3.5. 12.0 3 SM • 3.5 2 S SS 5 543-17 2 25- 12.0. 19.0 1 SM 12.0 ■ 3 S SS 1 14.20.29 4 49 1 1_4 4 S SS - -33-50 > >5 0 0_6 1.5 Soong completed at 19.0 h. 1 19.0 Golder Associates 1 z t" W O 0 • W W = t- � u- W O g J LL < fn _ d W Z F- t; 9 Z O o W `w ? Eo U O D O l- W • 0 t- •• Z W U= O I- Z Technical Information Report KFC -Taco Bell Project r , no " GIs arms w FD E?3 ?sin toteu 15036 International Boulevard Tukwila, Washington 98168 4*--,t46*71-- Prepared for: Olympic Associates Company 701 Dexter Avenue North Seattle, WA 98109 RECEIVED or. (IF TI tiewu SEP 1 0 2003 PERMI I DENIER February 18, 2003 Revised August 28, 2003 Our Job No. 10750 CORRECTION �'r+ats LTR# 1 112%, 0 N 'Z. CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES o 18215 72ND AVENUE SOUTH, KENT WA 98032 • (425) 251 -6222 • (425) 251 -8782 FAX o 0 a www . barg hausen.com z `< �v� . 4,, 03- 7121 • 1.0 PROJECT OVERVIEW TABLE OF CONTENTS Figure 1 - Technical Information Report (TIR) Worksheet — Figure 2 - Site Location 21- Z Figure 3 - Existing Conditions Map 1 ILI Figure 4 - Proposed Conditions Map 6 v 0 . 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 0 CO = I- 3.0 OFF -SITE ANALYSIS w u- w O 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 2 J LL Q = W I _ Z I— I— O Z I— ll! uj D p 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 0 cn O 1-- 6.0 SPECIAL REPORTS AND STUDIES = - U 7.0 OTHER PERMITS O w 8.0 EROSION AND SEDIMENTATION CONTROL (ESC) ANALYSIS AND DESIGN H = O ~ 9.0 BOND QUANTITIES z 4.1 Existing Site Hydrology 4.2 Developed Site Hydrology 4.3 Performance Standards 4.4 Flow Control System 4.5 Water Quality System 10.0 OPERATIONS AND MAINTENANCE MANUAL 10750.00I.doc [HPG /tep] 1.0 PROJECT OVERVIEW This project proposes the construction of a new Kentucky Fried Chicken (KFC) -Taco Bell facility at 15036 International Boulevard, Tukwila, Washington. The site is currently developed as a Burger King facility constructed in 1978. These existing improvements will be demolished with the construction of the KFC -Taco Bell. This parcel is located in a portion of the Northwest quarter of Section 22, Township 23 North, Range 4 East, Willamette Meridian, in King County, Washington. This parcel encompasses Tax Parcel Nos. 004100 -0525 and 004100 -0680. The site is 0.91 acres in size and it is entirely developed. The existing Burger King facility has an impervious surface area coverage of 0.69 acres, or approximately 76.4 percent. The proposal is to demolish the existing improvements, including the building and the associated paving, and dispose it to an acceptable waste site. The existing trees around the perimeter edge are proposed to remain in their existing state. The proposed impervious surface coverage on the site will be approximately 0.75 acres, or 83.2 percent coverage. The site is relatively flat with existing slopes ranging between 1 and 4 percent draining to a storm drainage collection and disposal system. There appears to be an existing old 24- inch - diameter corrugated metal pipe (CMP) /detention facility located along the south property line that is proposed to remain. 10750.001.doc [HPG /tcp] 1. • I-3 IF 1'4 Jd 0 O O !1 „ 7 vD y oi-J4 y Z NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner Address Phone Project Engineer King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Hal P. Grubb, P.E. Company Barghausen Consulting Engineers, Inc. Address /Phone 18215 — 72nd Avenue South Kent, WA 98032 / (425) 251 -6222 Part 3 TYPE OF PERMIT APPLICATION ❑ Subdivision HPA ❑ Short Subdivision ❑ Grading ❑ Commercial ❑ Other Part 6 SITE CHARACTERISTICS ❑ River ❑ Stream ❑ Critical Stream Reach ❑ Depressions /Swales ❑ Lake ❑ Steep Slopes Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Tukwila KFC - Taco Bell Location Township 23 North Range 4 East Section 22 Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Shoreline Management ❑ Rockery ❑ Structural Vaults ❑ Other Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community Drainage Basin Green River ❑ Floodplain ❑ Wetlands ❑ Seeps /Springs ❑ High Groundwater Table ❑ Groundwater Recharge ❑ Other 1 0750.002.doe : T.= Part 7 SOILS Soil Type Slopes Erosion Potential Erosive Velocities Urban ❑ Additional Sheets Attached Part 8 DEVELOPMENT LIMITATIONS REFERENCE 0 0 0 Additional Sheets Attached Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION ® Stabilize Exposed Surface ❑ Remove and Restore Temporary ESC Facilities ® Clean and Remove All Silt and Debris ® Ensure Operation of Permanent Facilities ❑ Flag Limits of SAO and Open Space Preservation Areas ❑ Other Part 10 SURFACE WATER SYSTEM ❑ Grass Lined Channel ❑ Pipe System ❑ Open Channel ❑ Dry Pond ❑ Wet Pond Facility Related Site Limitations Reference Facility ❑ Tank ❑ Vault ❑ Energy Dissipater ❑ Wetland ❑ Stream Limitation -2- LIMITATION /SITE CONSTRAINT ❑ Infiltration ❑ Depression ❑ Flow Dispersal ❑ Waiver ❑ Regional Detention Method of Analysis Compensation/Mitigation of Eliminated Site Storage Brief Description of System Operation Catch basin and pipe system draining to a wet vault prior to discharging from site. 10750.002.doc Part 11 STRUCTURAL ANALYSIS ❑ Cast in Place Vault ❑ Retaining Wall ❑ Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 13: SIGNATURE OF PROFESSIONAL ENGINEER -3- Part 12 EASEMENTS/TRACTS ❑ Drainage Easement ❑ Access Easement ❑ Native Growth Protection Easement ❑ Tract ❑ Other 1, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. o the best of my k ge the information provided here is accurate. z.A9-03 Signe&Dated 10750.002.doc NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR'THAN • THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. z O 4TH t — Ci q 15000,'' • a TN --S-f -;;14200' st � m, t�ri r; • . , yds ..(!flr LAL FTn4:1. _?+c. w:AC�l� `•,, •a �k, d, �r...'4 A sA . H � , '�'t NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ,•• ) on 0-1 cl g g 4 Q0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. cid) 4:k ~ � W 4:) cra oik � O NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 0 •. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 2.0 CONDITIONS AND REQUIREMENTS SUMMARY At this time, there are no conditions established on this project other than the typical development standards as required by the City of Tukwila. The SEPA review process may implement requirements above and beyond the typical guidelines for development and, therefore, will be implemented into this report at that time. 10750.001.doc [HPG /tep] Z • Z w J0 '0 O y 0 CO W' W =. J •I• W o. = W Z I- O • Z W .0 I—. W W, H H • w Z, U . •O • Z • 3.0 OFF -SITE ANALYSIS The site is currently developed with a Burger King fast food restaurant that was built in approximately 1978. The site currently encompasses several catch basins and 6- and 8- inch - diameter conveyance pipes that discharge to an existing 24- inch - diameter CMP along the south property line. This pipe appears to be an older detention facility that has a riser pipe at the downstream end near the southwest property corner adjacent to International Boulevard. This discharge pipe, which is a 12- inch - diameter CMP, drains in a southwesterly direction and connects into an existing 12- inch - diameter concrete culvert system along the eastern margin of International Boulevard. From this location, the drainage travels within a tightline system to the south. 10750.001.doc (HPG /tep] 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 4.1 Existing Site Hydrology Since the site is currently developed, the stormwater runoff from the developed portions of the site drain into an existing catch basin and tightline storm drainage system as described earlier. Catch basins along the center and south portion of the property collect the runoff from the building, as well as the pavement areas and discharge the drainage into an existing 24- inch - diameter CMP system along the south property line. There does not appear to be any upstream areas that drain onto the site. The area to the north has a controlled drainage system for an existing development. The area to the east is somewhat lower in elevation. The area along the south margin also has an existing drainage system and is also slightly lower than this site. 4.2 Developed Site Hydrology The proposal for this facility is to demolish all of the existing improvements and install a new building in virtually the same location as the existing building, and then provide new infrastructure for this facility. This will include installing a new catch basin and conveyance system with Type 1 Catch Basins and 12- inch - diameter pipe. The conveyance pipes will be routed to a water quality facility as shown on the design plans. As determined by the City of Tukwila's pre- application notes, detention is not required for this facility because of the existing, developed nature of the site. Water quality, however, is required to be implemented since this does not currently exist. The proposal is to install a wet vault that is sized to meet "basic water quality requirements" as outlined in the 1998 King County, Washington Surface Water Design Manual. The vault, in turn, will discharge directly into the existing 24- inch - diameter CMP system. 4.3 Performance Standards As mentioned, the City of Tukwila has determined that detention is not required for this proposed development. As described above, water quality, meeting the requirements of King County's Storm Drainage Manual, is required for this project. A water quality vault size, to meet the basic water quality requirements, is being proposed on this facility. 4.4 Flow Control System As mentioned above, flow control /detention facilities are not required for this project as outlined in the City of Tukwila's Pre - Application Checklist dated December 5, 2002. 4.5 Water Quality System The water quality system, as mentioned above, will be implemented for this site, including an underground wet vault sized for the basic water quality requirements. 10750.001.doc [HPG /tep] • Total Contributing Area V, Size the Basic Wet Vault 0.79 acres 0.75 acres impervious 0.04 acres till grass ([0.9] A, + [0.25] A, (0.039) ([0.9][0.75] + [0.25] [0.04]) (0.039) (43,560) V = 3 V, = (3)(1,164) = 3,492 cf Volume required = 3,492 cf Volume provided = 10 ft. x 60 ft. x 6 ft. = 3,600 cf 1,164 cf 10750.003.doc z • W J U O 0 : (0 C W =` N U. W 0 . g¢ = d : �.. Z �. 0 Z i0 �0 H W • W ' I—?- - 0, W Z '. 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The proposed conveyance system on the site is sized in accordance with the 1998 King County Surface Water Design Manual. The pipes will accommodate, at a minimum, the 25 -year recurrent storm event, up to and including the wet vault. Calculations for each of these segments will be included once the design concept has been approved by the City. The calculations involved in sizing the water quality vault are incorporated into this Technical Information Report (TIR). 10750.001.doc [HPG /tep] UQ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. STORM Ar Br 2YR 1.58 0.58 10YR 2.44 0.64 25YR 2.66 0.65 50YR 2.75 0.65 103YR 2.61 0.63 JOB NAME: KFC/TACO BELL JOB #: 10750 FILE NO.: 10750-25.XLS A= Contributing Area (Ac) C= Runoff Coefficient Tc= Time of Concentration (min) I= Intensity at Tc On /hr) d= Diameter of Pipe On) L= Length of Pipe (ft) D= Water Depth at Qd (In) CB4 CB3 CB6 CBS aaa==a aa= =aa aaaaaa CB3 0.09 0.50 53 CB2 0.07 0.50 93 CB7 CB2 0.10 0.91 CB2 CBI 0.16 0.50 CB5 0.04 1.85 CBI 0.15 0.50 CBI VAULT 0.18 0.71 BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR using the Rational Method & Manning Formula KING COUNTY DESIGN FOR 25 YEAR STORM Qda Design Flow (cfs) Qfa Full Capacity Flow (cfs) Vd= Velocity at Design Flow (fps) Vfa Velocity at Full Flow (fps) s= Slope of pipe (%) n= Manning Roughness Coefficient Tt= Travel Time at Vd (min) FROM TO A $ L I d Tc n C 12 6.3 0.014 0.9 12 6.8 0.014 0.9 80 I 12 6.3 0.014 0.9 31 I 12 7.5 0.014 0.9 81 12 6.3 0.014 0.9 89 12 6.9 0.014 0.9 7 I 12 7.5 0.014 0.9 NOTE: ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING DEFAULTS C= 0.9 d= 12 n= 0.014 Tc= 6.3 COEFFICIENTS FOR THE RATIONAL METHODlr "- EQUATION SUM A =saaa 0.09 0.16 0.1 0.16 0.04 0.19 0.18 PRECIP= 3.4 At= 2.66 Br= 0.65 /VC I SUM IOC I Qd Qf Qd/Qf D/d D Vf Vd as =a =at== =a=aaa : = = =a == _____= aaa = == =a = = == = =a=== = =a = =a =____= as = =a= 0.08 0.08 2.73 0.22 2.34 0.095 0.206 2.48 2.98 1.84 0.06 0.14 2.61 0.38 2.34 0.161 0.268 3.22 2.98 2.17 0.09 I 0.09 2.73 0.25 3.15 0.078 0.188 2.26 4.02 0.14 I 0.38 2.44 0.92 2.34 0.395 0.437 5.24 298 2.29 2.81 0.04 0.04 2.73 0.10 4.50 0.022 0.104 1.25 5.73 2.34 0.14 0.17 2.58 0.44 2.34 0.189 0.291 3.49 2.98 2.28 0.16 I 0.71 2.44 1.73 2.79 0.621 0.580 6.97 3.55 3.76 Page 1 Tt 0.48 0.71 0.58 0.18 0.58 0.65 0.03 Z nc Z : ce QQ � g ' .00l • co U - IL: WO gQ : d W • ,Z �:: Z� : W LCI • W . - O, W Z: _ 0 , H H. : O Z 6.0 SPECIAL REPORTS AND STUDIES At this time there are no special reports and studies to incorporate into this TIR. 10750.001.doc [HPG /tep] z Z tr LL/ = J U 00 co o W = ` J H u W 0 u. J' (o _: _ Z F- O Z F- U O Nt CI I— W W L I O' Li H H O Z 0 7.0 OTHER PERMITS The permits that will be required for this project are as follows: • Commercial Building Permit • Site Clearing and Grading Permit • Water Service Connection Permit • Side Sewer Permit • Demolition Permit • City of Tukwila Street Use Permit 10750.001.doc [HPG /tep] / 8.0 EROSION AND SEDIMENTATION CONTROL (ESC) ANALYSIS AND DESIGN Incorporated in the construction set of drawings is a separate plan showing the demolition and erosion control requirements for the contractor to implement during construction. This plan includes the limits of disturbance, as well as general notes about demolition of the existing improvement on -site. The typical erosion control notes and construction details have been included on this plan. 10750.001.doc [HPG /tep] 9.0 BOND QUANTITIES The bond quantities are included herewith on the following pages. 10750.001.doc [HPG /tep] SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS ) 0, 57 4.27 2. EROSION PREVENTION /SEDIMENT CONTROL (TESC) 1 8734 7 ' 1 3. ROAD AND PARKING IMPROVEMENTS 64, 3 50 14 . DRAINAGE SYSTEM qt,, 502.. 10 1 5. WATER SYSTEM �--- 6. SEWER SYSTEM — ( 2- GRAND TOTAL 3 3 / 39 . l � 9 150% Bond Quantity = ( 1.5)(GRAND TOTAL) l t3 i-1' 97p.' f The quantities above were calculated by: , ,... . Printed Name: P Grvk Signature: PE License Number: 23 '7 7 Firm Name and Address: 730 401,1-et► a, /never i e2/ 5 7 -• - s. ioft h'��- i-Ja f50?/ Date: (o .30 • , � Telephone Number: ¢ 1 f- Z S" /- 6 Fax Number: BLS' 752 6762, E-mail : jr Aar- Giayseh , co Approved Nov. 2002 CITY OF TUKWILA Public Works Department 206 -433 -0179 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 1 z �Z 5 w U 0 co cow J H w 0 u. Q I w Z = z1- w • w O • 22 0 I- w • w o w z co 0~ z GENERAL ITEMS ' Unit Quantity Unit Price Subtotals Clear /Remove Brush by hand Acre —` $1,320.00 Clear /Grub /Tree Removal Acre - $6,820.00 Common Excavation CY 3 v ' $1.30 3 qty, 5 Trench Excavation CY (8 ‘ $3.30 4/0-5-0 Embankment - Backfill and compact with select material CY . °S $4.00 t Z 20 Trench - Backfill and compact with select material CY $6.30 (Borrow - Fill and compact CY 3 D 0 $12.30 3 (qo Gravel Base - Fill and compact CY -- $17.20 Topsoil - Imported CY 2 $17.60 4 40 Grading - Fine with a grader SY ? $0.80 ZZ 4.0 Grading - Fine by hand SY $1.45 Fence - Cedar, 6' high LF .-r $27.50 Fence - Vinyl coated chain link, 6' high LF ,-- $11.00 Fence Gate - Vinyl coated chain link, 20' wide EACH $990.00 Fence - Wildlife passable (NGPE & SAT) LF .__. $5.50 Survey - Monuments EACH --- $110.00 Survey - Lot lines DAY --- $693.00 Survey - Line and grade DAY 2 $561.00 g ( It Trail - 4" crushed cinder SY -- $7.15 Trail - 4" crushed surfacing top course SY — $6.60 Wall - Gabion, 3' thick, no earthwork SY ' $106.70 r.-- Wall - Retaining, with earthwork SY .— $23.10 General Subtotal Gil 1g Sales Tax @ 8.8% c, SS. V) GENERAL ITEMS TOTAL ' 1, 0 ,57 4,7,7 Approved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 2 z W QQ JU 00 LLI J co W u_ cn = a I- W Z = F- 0 Z ~ � p 0 O - O I- 1/3 ui L I G .. Z W U= O H z TESC Unit Quantity Unit Price Subtotals � AC Grinding - 4' machine SY $7.70 Fence - Silt (installation and removal) LF 3 O p $1.40 4.20 Fence - Temporary, drip line & NGPE /SAT) LF -- $1.10 Hydroseeding ACRE — $1,980.00 Hydroseeding, fertilizing, mulching ACRE -- $2,750.00 Seeding - By hand SY -- $0.40 Mulch - Straw, 3" by hand SY $0.55 Mulch - Straw, 2" by machine ACRE -- $2,200.00 $0.00 Fabric - Geotextile SY –... $1.65 Catch Basin Protection - Insert EACH 5 $33.00 g S Catch Basin Protection - Geotextile a& rock EACH -- $22.00 Outfall - Silt trap or pond overflow EACH -- $660.00 Interceptor dike /swale LF -- $1.00 Hay bale silt trap EACH --- $55.00 Brush Barrier LF -- $0.30 Stabilized construction entrance - 15' by 50' EACH / $1,155.00 • / / SS-- Stabilized construction entrance - 15' by 100' EACH -- $1,980.00 Pipe slope drains LF ..� $2.20 Level spreader LF .— $1.65 Silt Trap EACH ,_ $550.00 Silt Pond EACH --, $1,650.00 • TESC Subtotal 17 1- o Sales Tax @ 8.8% (3.(L TESC TOTAL `� ( g g 3, t 2 ROAD & PARKING IMPROVEMENTS Unit Quantity Unit Price Subtotals � AC Grinding - 4' machine SY $7.70 4 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 3 AC Removal /Disposal /Repair 21/303 S`f + 'L "TK, Orcy I x"6:. $88.00 t3)7 1-8 Curb - Extruded asphalt LF --- $2.20 Curb - Extruded concrete LF 11 rQ $2.20 2508 Curb & Gutter - Vertical LF $7.70 --- Curb & Gutter - Demolish /Dispose LF 12,t $11.33 ( 3, S94 Sidewalk - Concrete - Demolish /Dispose SY 1 I S $24.75 2,846, 2 Sawcut - Asphalt, 3" deep LF 2,-5 $1.43 - 5, S Sawcut - Concrete, per 1" depth over 3" LF -- $1.21 Sealant - Asphalt LF 7--S $0.77 l q 25' Shoulder -CSTC TONS �- $16,50 i 4840 , Sidewalk - Concrete, 4" thick with 4" CSTC SY 2 $22.00 Sidewalk - Concrete, 5" thick with 4" CSTC SY -- $26.40 Striping - 4" reflectorized LF -- $0.28 Striping - per parking stall EA 5 $3.00 17 4- Thickened asphalt edge LF $5.17 Pavement Markings - Channelization arrows EACH B $82.50 G !a:, Signs - Traffic channelization EACH $55.00 , Overlay - Asphalt concrete - (2.05 tons /CY) TONS -- $44.00 Pavement - Asphalt concrete, <300 tons (2.05 tons /CY) : • • , TONS $41.80 Pavement - Asphalt concrete, >300 tons TN 319 $35.20 11, V? Asphalt treated base (ATB) - (2.05 tons /CY) TONS -- $38.50 CSTC - (1.85 tons /CY) 2,800 ,5 y " . TONS ..S $16.50 9 $ d¢- CSBC - (1.85 tons /CY) TONS -- $16.50 Gravel base (1.85 tons /CY) . TONS -- $9.90 1 Geotextile fabric - Structural . - $1.65 Guard rail LF '-- $22.00 $0.00 Pavement markings - Raised, Type 1 EACH - $3.30 Arrows - Thermoplastic EACH - $82.50 Lane marking - Thermoplastic LF - $3.30 Sign - Stop 30 "x30 ", VIP grad EACH r $82.50 Sign - Street name, 9" X length, 6" letters EACH $44.00 Signs - Miscellaneous traffic EACH - $38.50 Median - Non - traversible, C curbing EACH - $5.50 Barricade - Type Ill LF -- $33.00 Traffic signal - Fully actuated (includes design) EACH - $220,000.00 Street light - City -owned EACH - $5,500.00 Approved Nov. 2002 4 DEVELOPMENT BULLETIN 1C. ENGINEER ESTIMATE AND BOND QUANTITY z i F- = w ce J U 00 ccn w J I U) u_ LU u_¢ = • d F.. w z � z r w O - O F- LU LU O z ui O I- z Approved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 5 Road &Parking Subtotal ,5q i (3 q, X5 Sales Tax @ 8.8% 5'Zv 4. 25 ROAD & PARKING TOTAL CP 41 3'-t 50 CSTC - Crushed surfacing top course CSBC - Crushed surfacing base course Approved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 5 I DRAINAGE SYSTEM Unit Quantity Unit Price [ • Subtotals Inlet/Yard Drain Each $385.00 Catch Basin -Type I Each 7 $935.00 ( $'- Catch Basin -Type 2, 48" Each I $1,430.00 1430 Add for depth over 4' per foot" Feet -- $352.00 Catch Basin - Type 2, 54" Each _ $1,595.00 Add for depth over 4' per foot Feet • - $407.00 Catch Basin - Type 2, 60" Each -' $1,760.00 Add for - depth - ave(4' "per' foot - - Peet _ $341.00 Catch Basin - Type 2, 72" • Each $2,420.00 Add for depth over 4' per foot Feet '- $572.00 Cleanout, PVC, 4" dia. Each -`- $94.60 Cleanout, PVC, 6" dia. Each 2• $126.50 253 Cleanout, PVC, 8" dia. Each $156.20 Drain pipe, PVC, 4" LF - $4.95 Drain pipe, PVC, 6" LF Fo (, $7.15 4- 7/ , 90 Drain pipe, PVC, 8" LF - $8.80 Storm pipe, Concrete, 8" LF - $16.50 Storm pipe, Concrete, 12" LF $19.80 Storm pipe, PVC, 8" LF $8.80 Storm pipe, PVC, 12" LF ¢3 e $16.50 1/44 Storm pipe, PVC, 15" LF '- $20.90 Storm pipe, PVC, 18" LF - $25.30 Storm pipe, PVC, 24" LF - $33.00 Storm pipe, CMP, 8" LF -- $11.00 Storm ppe, CMP, 12" LF - $16.50 Storm pipe, CMP, 15" LF - $20.90 Storm pipe, CMP, 18" LF -- $24.20 Storm pipe, CMP, 24" LF $33.00 Storm pipe, CMP, 30" LF - $42.90 Storm pipe, CMP, 36" LF - $71.50 Storm pipe, CMP, 42" LF - $88.00 Storm pipe, CMP, 48" LF -- $93.50 Storm pipe, CMP, 60" LF - $137.50 Storm pipe, RCP, 15" LF -- $25.30 Storm pipe, RCP, 18" LF �- $30.80 Storm pipe, RCP, 24" LF - $44.00 Storm pipe, RCP, 30" LF - $71.50 Storm pipe, RCP, 36" LF -- $93.50 Storm pipe, RCP, 42" LF - $115.50 Storm pipe, RCP, 48" LF _ $126.50 Storm pipe, RCP, 60" LF -- $181.50 Pond Overflow Spillway SY $8.80 Restrictor - OWS, 12" Each ) $880.00 eao Restrictor - OWS, 15" Each $990.00 Restrictor - OWS, 18" Each $1,155.00 Approved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 6 '4.r MWYA4W14 14.43vripVA I n 10.0 OPERATIONS AND MAINTENANCE MANUAL Enclosed are the typical operation and maintenance manual requirements needed for the proposed facilities on -site. This includes maintenance standards for the underground storm drainage conveyance system and the water quality vault. 10750.001.doc [HPG /tep] Maintenance Component Storage Area Manhole Catch Basins i APPENDIX A fyt,NTENANCE STANDARDS FOR PRIVATELY NO.3 - CLOSED DETENTION SYSTEMS (PIPES/TANKS) Defect Plugged Air Vents One -half of the cross section of a vent is blocked at any point with debris and sediment Accumulated sediment depth exceeds 10% of the diameter of the storage area for % length of storage vault or any point depth exceeds 15% of diameter. Example: 72 -inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than Yz length of tank. Debris and Sediment Joints Between Tank/Pipe Section Tank Pipe Bent Out of Shape Cover Not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe 1998 Surfaces Water Design Manual Conditions When Maintenance is Needed Any crack allowing material to be transported into facility Any part of tank/pipe is bent out of shape more than 10% of it's design shape Cover is missing or only partially in place. Any open manhole requires maintenance. Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than 34 inch of thread (may not apply to self - locking lids.) One maintenance person cannot remove lid after applying 80Ibs of lift. Intent is to keep cover from sealing off access to maintenance. King County Safety Office and/or maintenance person judges that ladder is unsafe due to missing rungs, misalignment, rust, or cracks. See "Catch Basins" Standards No. 5 A -3 ; NTAINED DRAINAGE FACILITIES Results Expected When Maintenance is Performed Vents free of debris and sediment All sediment and debris removed from storage area. All joint between tank /pipe sections are sealed Tank/ pipe repaired or replaced to design. Manhole is closed. Mechanism opens with proper tools. Cover can be removed and reinstalled by one maintenance person. Ladder meets design standards allows maintenance person safe access. See "Catch Basins" Standards No. 5 W.! 19g APPENDIX A MAINTENANCE STANI( )DS FOR PRIVATELY MAINTAINED DRAINAO FACILITIES Maintenance (! Component General Cleanout Gate Orifice Plate Overflow Pipe Manhole Catch Basin 9/1/98 NO. 4 - CONTROL STRUCTURE/FLOW RESTRICTOR Defect Trash and Debris (Includes Sediment) Structural Damage Damaged or Missing Obstructions Obstructions Condition When Maintenance is Needed Distance between debris build -up and bottom of orifice plate is Tess than 1 -1/2 feet. Structure is not securely attached to manhole wall and outlet pipe structure should support at least 1,000 Ibs of up or down pressure. Structure is not in upright position (allow up to 10% from plumb). Connections to outlet pipe are not watertight and show signs of rust. Any holes —other than designed holes —in the structure. Damaged or Missing Cleanout gate is not watertight or is missing. Gate cannot be moved up and down by one maintenance person. Chain leading to gate is missing or damaged. Gate is rusted over 50% of its surface area. Control device is not working properly due to missing, out of place, or bent orifice plate. Any trash, debris, sediment, or vegetation blocking the plate. Any trash or debris blocking (or having the potential of blocking) the overflow pipe. See "Closed Detention Systems" Standards No. 3 See "Catch Basins" Standards No. 5 A -4 Results Expected When Maintenance is Performed All trash and debris removed. Structure securely attached to wall and outlet pipe. Structure in correct position. Connections to outlet pipe are water tight; structure repaired or replaced and works as designed. Structure has no holes other than designed holes. Gate is watertight and works as designed. Gate moves up and down easily and is watertight. Chain is in place and works as designed. Gate is repaired or replaced to meet design standards.. Plate is in place and works as designed. Plate is free of all obstructions and works as designed. Pipe is free of all obstructions and works as designed. See "Closed Detention Systems' Standards No. 3 See 'Catch Basins" Standards No. 5 1998 Surface Water Design Manual ted«i t pe : ed hemicals locking opening r root growth sent other than er is closed Is with proper noved by one . son. sign standards enance person eets design h at `its. and meets When. erformed. :eive capacity no bends more rding to Carrier to ater Design Manual bE FACILITIES hen formed Expected When nonce Is Performed ediment end debris removed from ed so water Dipes. laced. aced. (paired and/ or replaced. ared from ipaired or replaced to working specifications. Id of all cks wider than 1/4 -inch at ,so that it it of the inlet/ outlet pipe. I determined to be rough tally sound. rd No. 1 or replace baffles to rations. :ign Standard Standard Vhen formed ss than 5% ea. ation id area. th less than ith split or ;e free of ;e and id; remove id trees. 9/1/98 ED DRAINAGE FACILITIES lal of sediment from vault. replaced or repaired to rations, and is safe to determined by inspection nel. 9/1/.98 A.) Oil/ Water Separators (Continued) Maintenance Defect Component B.) Catch Basin Inserts Maintenance Defect l Component Catch Basin 1998 Surface Water Design Manual APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES € NO. 14 - OIL CONTROL CILMES (CONTINUED) Condition When Maintenance is Needed Damaged Coalescing Plate media broken, deformed, cracked and/or Plates showing signs of failure. • Damaged Pipes Baffles Vault Structure Damage- Includes Cracks in Walls, Bottom, Damage to Frame and/ or Top Slab Access Ladder Damaged Sediment Accumulation Trash and Debris Accumulation Inspection Media Insert-Water Saturated Media Insert-Oil Saturated General . Inlet or outlet piping damaged or broken and in need of repair. Baffles corroding, cracking, warping and/ or showing signs of failure as determined by maintenance/ inspection person. Cracks wider than 1/2 -inch and any evidence of soil particles entering the structure through the cracks, or maintenance inspection personnel determines that the vault is not structurally sound. Ladder is corroded or deteriorated, not functioning properly, missing rungs, cracks, and misaligned. Cracks wider than 1/2 -inch at the joint of any inlet/ outlet pipe or any evidence of soil particles entering the vault through the walls. Conditions When Maintenance is Needed When sediment forms a cap over the insert media of the insert and/ or unit. Trash and debris accumulates on insert unit creating a blockage! restriction. Inspection of media insert is required. Catch basin insert is saturated with water, which no longer has the capacity to absorb. Media oil saturated due to petroleum spill that drains into catch basin. Regular interval replacement due to typical average life of media insert product. A - 21 Results Expected When Maintenance is Performed Replace that portion of media pack or entire plate pack depending on severity of failure. Pipe repaired and or replaced. Repair or replace baffles to specifications. Vault replaced or repaired to design specifications. Ladder replaced or repaired and meets specifications, and is safe to use as determined by inspection personnel. No cracks more than 1 /4-inch • wide at the joint of the inlet/ outlet pipe. Results Expected When Maintenance is Performed No sediment cap on the insert media and it's unit. Trash and debris removed from insert unit. Runoff freely flows into catch basin. Effluent water from media insert is free of oils and has no visible sheen. Remove and replace media insert Remove and replace media insert. Remove and replace media at regular intervals, depending on insert product. 9/1/98 . AUU- 2? -20i3 11: 2 HO Fowler •ompany - JM8606 SPECIFICATION SHEET MODEL 860 ( - 2 ") Ze BACKFLOW PREVENTION Characteristics Physical Properties Size Max. Working Pressure Hydrostatic Test Press. Temperature Range End Connections Materials Valve Body Elastomers Springs Model 860 02 30 25 20 15 10 5 0) a u v Iv X ... 30 a. 25 „ 20 -' IS 10 • 5 30 25 20 15 10 5 0 0 3 5 �3G 2 25 „ 20 15 10 10 = 5 0 10 20 10 20 40 HD I UIJLLN PHC 1 F 1 C; a/ a � " . in 1V4", l'lz ", 2" 175 PSI (1200 KPa) 350 PSI (2400 KPa) 32 to 140 ° F (0 to 60 ° C) Threaded ANSI B2.1 Bronze Silicone Stainless Steel Agency Compliance • ANSI /AWWA Conformance (C511-92) • ASSE Listed (Std. 1013) • CSA • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. - 2 ") Flow Curves 15 30 12 15 18 (OPM) 3 /4n 20 AO 50 60 (GF% 1 60 80 100 z m e O J Application Health Hazard Options ❑ Wye • Strainer 30 25 20 15 10 5 0 Flow 120 (GFM) REDUCED PRESSURE ASSEMBLY 30 25 20 15 10 5 25 30 (GM 0 30 1" Installation Recommendations 60 90 120 MODEL 850 (Vz" - 2") Outdoor Installation 2068638681 P. b4/ MODEL 860 ('h" - 2 ") REDUCED PRESSURE ASSEMBLY 1 err 20 40 60 80 100 120 (GFt4) 2" 150 180 (GRA T 12" Minimum Clearance to Fixod Structure 1 6• Min, • AUG -2'7 -2003 11:02 .1-;D FOLVIAr Company - JM8606 Relief Valve Assembly Hl) FOWLER PACIFIC FEBCO Backftow Prevention P.O. Box 8070 • Fresno, CA 93747.8070 559 252.0791 • Fax: 559 453.9030 • www.Cmb•4nd.com 6S8e 0$M 10199 Co9yr91u 2000 CMB ui iio . k . Model 860 (11 - 2 ") Check Assembly Dimensions and Weights 2068638681 ITEM DESCRIPTION 1 1.2 1.4 2 2.2 3 3.1 4 5 5,1 52 6 6.1 7 8 9 9.1 11 12 12.1 13 14 15 16 17 17.1 17.2 17.3 18 18.1 182 19 20 21 22 23 60 61 Body Tailpiece O•Rirtg Cover 0-Ring Seat 0-Ring Poppet Seat Disc Disc Retainer Rnd HD Screw Spring Spring Guide Retainer Spacer Ball Valve Ball Valve Test Cock Scat Ring-RV Gasket Ring -RV Spring -RV Seat Disc -RV Diaphragm -RV Outer Diaphragm -RV Small Piston -RV Rnd HD Screw Washer Hex Nut Cylinder -RV Slip Ring - Cylinder Slide (Plug) Cover -RV 0-Ring Hex HO Capscrew Large Piston -RV Guide -RV Identification Plate Drive Screw Stick h /(mm) NET WT. SIZE A B C D E Ibs / (kg) 1 1 =" 10 (254.00) 1'4 (38.10) 11/4 (38.10) 3' /. (79.38) 31/4 (88.90) 5.6 (2,54) 3 4" 10 (273.05) 1'l (38.10) 1' / (38.10) 3 (79.38) 31/4 (88.90) 5.8 (2.63) 1" 121/4 (317.50) 1 (47.63) 1 (41.28) 33/4 (85.73) 33/4 (92.08) 9.2 (4.18) 11/4" 15'4 (403.23) 3 (76.20) 21/4 (63.50) 4'/ (107.95) 53/4 (142.88) 20.2 (9.16) 1 163/4 (415.93) 3 (76.20) 2 (63.50) 41/4 (107.95) 5 (142.88) 20.6 (9.35) 2" 17 (449.94) 31/4 (88.90) 21/4 (63.50) 4' /A (107.95) 5'4 (142.88) 24.8 (11.26) Not Dimensions are nominal. Allowances must be made for normal manufacturing tolerances. CMS P.05/05 MATERIALS Bronze Bronze Silicone Bronze Silicone Noryl Silicone Noryl Silicone Rubber Noryl Phillips, 18 -8 SS SS SS Noryl Noryl Bronze Bronze Bronze Noryl Silicone Rubber Ss Silicone Rubber /SS Rubber/Fabric Rubber /Fabric Noryl Phillips, 18 -8 SS 18-8 SS 18-8 SS Brass Acetal Nylon Bronze Silicone 18.8 SS Noryl Noryl Brass SS CMB Industries, Inc. A United Domingo Camay ISO 900/ Certifier! TOTAL P.05 {: i sm:;. 11,,.. ;:', %"':*�i'`iii�:..•i.;tic; >., 1 Iuu 1.. 1 1..VVJ - y HOT Box® 11 •CJ.L (800) 736 -0238 (904) 786 -0204 FAX (904) 783 -6965 http: / /www.hot- box.com SUBMITTAL DATA SHEET BULLETIN NO: 35 Models No.: HB.75 through HB3E - Fiberglass- Fiberglass is Available in Standard Beige or Optional Colors. Models No. HB4FE through HBIOFE' -Fiberglass- 4 DESCRIPTION: WS. N7 i CSrr =NCL SCD nu rLwLcr rMLlrlL Exposure to freezing conditions will result in improper functioning of a backflow prevention assembly. Devices subjected to potential freezing conditions shall be protected with the Hor Box. insulated enclosure as designed and manufactured by HOT Box. of Jacksonville. Florida. The enclosure shall be of reinforced aluminum or fiberglass construction, providing access through doors and/or a hinged lid for testing/certification and being totally removable for mainte- nance purposes. The enclosure shall be structurally lined with a spray applied, or sandwich laminate, unicellular non - wicking Insulation and contain a thermostatically controlled heat source mounted to the interior wall or to the BFP device, for protection to -3Q F. No wood or "Particle Board' shall be allowed in assembly. Glue applied insulation shall be cause for rejection. Power source will be protected with a ground fault circuit interrupting receptacle, U.L.Standard 943, N.E.M.A. 3R, installed by others, inside the box. The enclosure shall contain drain openings for "RP" devices sized to accommodate the maximum discharge of the "RP" and to open for discharge under the most severe conditions. These openings, are protected against intrusion of either wind, debris or animal. The enclosure is provided with means of permanent anchor and "lockable" access doors and/or lid to prohibit theft or vandalism. The enclosure shall be factory assembled and delivered to the site ready to install with no drilling, screwleg,�ri4iiItjog pf l I lJ iV crle�q$ure required on site. li V I'i `� LTR #� HOT Box. "THE ENGINEERED ENCLOSURE"TM Models No. HB4N through HBSE - Aluminum- Models No. HB1ON and HB10E - Aluminum- HOT Boxe FEATURES 2068638681 P.02/05 Top View (2 pieces) Side View (4 pieces) PHYSICAL PROPERTIES: 1. Minimum 18 gauge construction. 2. Structural unicellular insulation, RECEIVED 3. Lockable. 4. Relief ports at enclosure grade level, E P 1 0 2003 5. Designed to protect to -30 F. 6. Minimum R of 8 CITY OF TIMWILA PERMIT CENTER • 1 . Allows for the installation of the BFP device "at the service connection" in accordance with AWWA Standards. 2. is specifically designed to meet N.F.P.A. guide - lines. The enclosure provides freeze protection to maintain the water supply to a property's fire sprinkler system. ( N.F.P.A. 3.3. .E & 3. 6.1.3.2) 3. Is the logical alternative to "pit installations" (which are seldom recommended by BFP manufacturers, and often are against local code), eliminating "confined entry" hazards. 4. Strategically placed access doors allow for the periodic mainte- nance encountered, and the systematic testing/certification required by local codes - without removal of the entire unit. 5. Is completely collapsible, removable and replaceable; allowing for major maintenance and/or replacement of backflow preven- tion equipment without the need for replacement of freeze protection services. 6. Custom enclosures are readily available for mos; applications. Po3zot • . AUG -27 -2003 i1:01 HD FOWLER PACIFIC "THE ENGINEERED ENCLOSURE"' Application: • 3.0 S & Y (outside stem and yoke) valve handles concealed ' . Enclosure supplied with 'anchor angles' at grade. inside enclosure roof ( "E "). •aa. Recommended installation: on concrete slab b. "Anchor angles' anchored to grade with mechanical fasteners (interior or exterior) MODEL NUMBER .0' 30X EXTt RIOR WALL ANCUCQS ALLOW VER'rICNI. AD U TMENT PIPE SIZE 2. N.R.S. (non - rising stem) valve handles enclosed inside enclosure. HB.75 3/4' -1" HB1 3/4" -1" HB1T 3/4" - 1" HB 1.5 3/4' - 1.1/2" HB2 1 -1/4" - 2" 39" I 1.1/4" - 2" 39" HB3N 2.1/2" - 3" 70* HB3E 2 - 3" 70' HB4FE+ 2 -1/2" - 4" 41" HB6FE+ 6" 45" HB8FE+ 8" 51" 19" 27" HB4N HB4E HB6N HB6E HB8N HB8 E HB1ON HB10E hdULATt ON NYLOCK NUT • • .t1 0 HB1OFE+ 10" 62" 4" 4" 6" 6" 8" 8" 10" 10" INSIDE INSIDE LENGTH . WIDTH 27" 33" 90' 90" 105" 105' 118' 118' 142" 142' 11 13' 13" 21" 13" 13" 26' 26" 41' 45" 51" 54" 32" 32" 36" 36" 40' 40" 42" 42' INSIDE HEIGHT 50.5" 57.5" 53' 64" 58' 74" 65" 85" •T• + 30' Centa4in. BFP MoUn& g. • 'F' ■ Enelosures designed for 'N' Pattern VAN **. Custom designed and sized anclosums available - consult factory, U.S. PATENT #39,523 •C A07 • MOT 11:10X® FIBERGLASS 22' 23" 35 " 25" 28" 35" 45" 55" 45" 49' 56" 56' ALUMINUM UMITE0 WAAR N1 Y: Nor Om. makes retry .Mart b assure that lb products meet high quay and durably I.Mderds: ardt wuraMa to the oil rota/ customer Nat ad product W11 be Inc horn delta" in maternal and warkM,*NO $. (oaarrc — 1.yMM' limo warranty an al products ban data a p *t s Mould any trouble dew kg, return the COMPLETE unit ovoid to taw l$ctaty alter oblaitirp a r um ar/rori:alien dauber. It Irap.dion lbows treble iv caused by deft nke wedamitelip a meteri.M. repair and Munn vri be made wMout charge. TM ^ wepaAY srb POt b. r.sparaale (or any srpenses It<umd i► betrtwdon remora/ from service, tr.spoAation *. or tai dsmAges d any type obateoWer, including iv:14 4 es' emMpwrriid dtsaagas. This mammy .es not sOgii to area$ due to mi.ru"., tbu".. rtagripanea, atmldantg, Wilson aerations outride our tsciy of t. a tack of m.irrnanoa We shall in no wed be g11. tot dMN. InJtriee to persoiw or property, at for ircrdantal tenist9.nt, special or consequential arising bon N. ter. of our product. This -Tarty give• you agenda legal rights, and you molt aloe NMI alto•( nab whklt vary horn slato Wows. rOener rtrovld WI nester 'mu* prior to each wrirttr etesait HEATER SIZING 120V, 1 30W CABLE 60W CABLE 60W CABLE 60W CABLE qaa- u a.ue cNCtozeo . SrOC 41Cu 4. 0 S & Y valve handles and stems can also be accommodated outside enclosure ("0"). 5 Door and construction hardware are lockable to prevent theft, vandalism or unauthorized entry. STANDARD ENCLOSURE INFORMATION SHIPPING WEIGHTS 35# 38# 60# 65# 90W CABLE 75# 90W CABLE 90# 1000W HEATER 260# 1500W HEATER 285# 1000W HEATER 210# 1500W HEATER 250# 1500W HEATER 325# 2000W HEATER 375# 2000W HEATER 2000W HEATER 2000W HEATER 2/1500W HEATERS 2/1500W HEATERS 7 2068638681 P.03/05 325# 375# 500# 540# 550# •111• ,K.rrt .... .c.l— I_ IMIt ,la .t. ►,.� Ow.. u# C c,OO:co :Vac •flu MOUNTING PAD SIZE 28 X 20 36 X 22 36 X 22 44 X 32 50 X 24 50 X 24 82 X 38 82 X 38 53 x 53 57 x 57 63 x 63 74 x 66 102 X 44 102 X 44 117 X 48 117X48 130 X 52 w .a.I•ea'x , .Ys HMR Ir s Con• 2/1500W HEATERS 625# 130 X 52 2/1500W HEATERS 650# 154 X 54 2/2000W HEATERS 800# 154 X 54 0. HRS. 0 a OW Exposed. E ■ OUT Endo•.d, r a Oatpl.d tot's Pattern Vary „1 Heater Notes: 1. 30W through 90W are heating cables, UL listed, CSA certified. 2. 1000W+ are wall mounted air heaters, listed. 3. All circuits are 120 volt, single phase. 4. Service to HOT Box® must be installed in accordance with the . National Electric Code and local ordinances, and protected with a G.F.I. DISTRIBUTED BY: sfi� it .i.C.iu: . c, :1, ; }ia ti.li :i �46� rCii4F a :�• ` �.:. ` . 7 T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 96034 April 15, 2004 REVISED FINAL LETTER FROM MARCH 23, 2004 Cert No. 0311 -07 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: KFC /Taco Bell 15036 International Boulevard Permit No. (SEE AS LISTED BELOW) Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. PERMIT NO. D03 - 201 1. 11/10/03 - pull tests 5/8 west end and 7/8 middle shear walls with no failures noted 2. 02/19/04 Reinforced concrete cast in place for trash enclosure footing and slab 3. 01/05/04 - load tests walls with one failure noted 4. 01/08/04 - epoxy embed of anchor bolts with corrected bolts from failure noted on report number 51097 PERMIT NO. D03 - 265 1. 02/11/04 Reinforced concrete cast in place for detention vault slab and thickened slab edges, curbs 2. 02/19/04 Reinforced concrete cast in place for vault walls 3. 02/26/04 Reinforced concrete cast in place for vault lid and grate walls 4. 02/12/04 Verified rip rap was placed correctly PERMIT NO. D03 -201 REVISION #2 1. 03/01/04 Reinforced masonry for trash enclosure walls All work as inspected and tested conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Respectfully, CASCADE TESTING LABORATORY, INC. Kenneth B. Foot President KIRKLAND: (425) 823-9800 SEATTLE: (206) 525 -6700 FAX: (425) 823-2203 EVERETT: (425) 259-0817 T March 23, 2004 Cert No. 0311 -07 Dear Mr. Larson: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N. E. 126TH PLACE KIRKLAND. WASHINGTON 98034 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: KFC /Taco Bell 15036 International Boulevard Permit No. (SEE AS LISTED BELOW) KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 RECEIVED m R 25 20134 COMMUNITY DEVELOPMENT This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. (\ '� • P E R M I T NO. D03 -201 �" \ r 0 1 ` e'� 1. 11/10/03 - pull tests 5/8 west end and 7/8 huddle shear walls with no failures noted ' 2. 02/19/04 Reinforced concrete cast in place for trash enclosure footing and slab 3. 02/11/04 Reinforced concrete cast in place for detention vault slab and thickened slab edges, curbs 4. 02/19/04 Reinforced concrete cast in place for vault walls 5. 02/26/04 Reinforced concrete cast in place for vault lid and grate walls 6. 02/12/04 Verified rip rap was placed correctly PERMIT NO. D03 -265 1. 01/05/04 - load tests walls with one failure noted 2. 01/08/04 - epoxy embed of anchor bolts with corrected bolts from failure noted on report number 51097 PERMIT NO. D03 -201 REVISION #2 1. 01/03/04 Reinforced masonry for trash enclosure walls All work as inspected and tested conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Respectfully, CASCADE TESTING LABORATORY, INC. Kenneth B. Foot President 3 201 z w 00 J = uJ U) u. w u_ ¢ = a I-- in Z = 1- 0 Z I- w U� 0 CI 1- U1 II' z u i U= O f' Z . Apr 15 04 09:10a CASCADE TESTING Dear Mr. Larson: CASCADE TESTING LABORATORY, INC. 'TESTING & INSPECTION 1 291 9 N.E. 126TH PLACE KIRKLAND, WASHINGTON 96034 April 15, 2004 REVISED FINAL LETTER FROM MARCH 23, 2004 Cert No. 0311 -07 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: KFC/Taco Bell 15036 International Boulevard Permit No. (SEE AS LISTED BELOW) This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. PERMIT NO. D03 -201 1. 11/10/03 - pull tests 5/8 west end and 7/8 middle shear walls with no failures noted 2, 02/19/04 Reinforced concrete cast in place for -trash enclosure.footing and slab 3. 01/05/04 - load tests walls with one failure noted 4. 01/08/04 - epoxy embed of anchor bolts with corrected bolts from failure noted on report number 51097 PERMIT NO. D03 -265 1. 02/11/04 Reinforced concrete cast in place for detention vault slab and thickened slab edges, curbs 2. 02/19/04 Reinforced concrete cast in place for vault walls 3. 02/26/04 Reinforced concrete cast in place for vault lid and grate walls 4, 02/12/04 Verified rip rap was placed correctly PERMIT NO. D03 -201 REVISION #2 1. 03/01/04 Reinforced masonry for trash enclosure walls All work as inspected and tested conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Respectfully, CASCADE TESTING LABORATORY, INC. Kenneth B, Foot President 42 823 -2203 KIRKLAND: (425) 823.9800 SEATTLE: (206) 525.6700 FAX: (425) 823 -2203 EVERETT: (425) ''c59.081 7 Recei Ve.p APR 15 2004 aEp AR rM ENT ED p.2 CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK o / N- Ii-61 .'-/7 7 ‘ fii_ $, ) 6 2? 45s C.A. " ARCHITECT 3 l / 91 a / r S 41) (33.c, 3o5ac. 4 /710 2D WATER _72e" -a. v 3-1/ DATE p2-42--oci CERT. NO. ©W) -20 NO.J "O PR CT / %GV�c4) � _i(I Va TIME OCATIO / f / � se 7Z w) /.../1. WEUNIT IGHT ASTM C -138 l g BLDG. E IT cIJo . o OWNER TEMP. ASTM C -1064 WEATHER _ Cf ea/I TEMP. AT AT AM PM ENGINEER C.A. " ARCHITECT 6;7 -C? CONTRACTOR r S 41) TRUCK SAMPLED [/J 1(p TRUCK TICKET -� NO.J "O NO.3 CJ�- J MIX TIME SLUMP ASTM C -143 % AIR WEUNIT IGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR l l3aO 3 C.A. " 6;7 -C? FINE AGG. r S 41) / ,5� WATER 2n9 1 2 03 S 84TC P�TAFOR 11 cu.vo. DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT 5 Ea s' 59 FLY ASH C.A. /5 7 0 az (5 C.A. C.A. " FINE AGG. r S 41) / ,5� WATER 2n9 1 2 03 S TOTAL TO CASCADE TESTING LABORATORY, TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT COMPRESSION REPORT FIELD TEST DATA 'J9/,R 1 6 9nair AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR 0 VOLUME ASTM C -173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO THERMOMETER CCOTHO G AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar (425) 823.9800 (425) 259.0817 COMIVIUNI ► Y DCVC LONMENT ATTN THE FOLLOWING WAS NOTED: COMPRESSIVE STRENGTH ❑AS C -1231 0 ASTM C -617 REPORT No. 1 �(' 7 / No. 51682 CONCRETE COMPRESSION MACHINE I.D. #CC00000 SAMPLE P/U DATE 13 TEST METHOD SUPPLIER ". 7 '2 CEMENT TYPE / CU. YARDS PLACED //. AEA ` AVMIX. CAC12 ;---- % DESIGN STRENGTH . c� /' I e- PLACEMENT AREA & NOTES / ti)i. f mo P40 ,S42 Q,A) p „,0 cc:,,..--, i7.4 .1..i ., SAMPLING IN ACCORDANCE WITHe - 3 APPLICABLE CODES & SPECS TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 1/02 COPIES TO: INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK "I; CONC -k 4AZP s r � ~� 3 - '7/0 ZS WEATHER TEMP. AT AT AM PM � i ol Q .'* ENGINEER I Wb4 �] 31,4 44 . A 13 46440 ARCHITECT C • ,w.„: % .1 += �1111111111rX CONTRACTOR k�,���y�,� It DATVR422Zi CERT. pNO. � TIME SLUMP ASTM C -143 PROJECT F 7 UNIT WEIGHT ASTM C -138 YIELD LOCATION/ 6 1I0M7.4 TEMP. ASTM C -1064 CONC AIR 4AZP 5 . 1. BLDG. PERMIT NO. OWNER C.A. " WEATHER TEMP. AT AT AM PM � i ol Q .'* ENGINEER I Wb4 �] 31,4 44 . A 13 46440 ARCHITECT C • ,w.„: % .1 += �1111111111rX CONTRACTOR k�,���y�,� TRUCK SAMPLEG074 TRUCK TICKET NO/ 05071 L M X Nes2 " - TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR 4AZP 5 . 1. • SaT ei C.A. " r s �� FINE AGG. 46440 '' d -IV � _ . Ze I • BATCH DATA FOR CU. YD. DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT ' 7D - ;., it FLY ASH C.A. „ _ _ 9a W • SaT ei C.A. " C.A. . FINE AGG. 46440 '' d -IV � _ . Ze I WATER t. , • ,r-� ,w.„: % .1 += �1111111111rX TOTAL TO• C.gES'-A''.l1'r.4 7 WA. ' f w i. '7.1 /Z7 ATTN: THE FOLLOWING WAS NOTEDaelgt AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO_OI+ THERMOMETER CCOTHO Oi AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar CONCRETE COMPRESSION MACHINE I.D. #CC00000 I/ SAMPLE P/U DATE J TEST METHOD SUPPLIER p,- 7, �v9 CEMENT TYPE CU. YARDS PLACED / 7� j CAC12 t� % DESIGN STRENGTH �C/ ) d PLACEMENT AREA & NOTES . 1 0Z . :r g, • ' .rS gi .�'�Y�I `. 2.24 4 .` AEA' TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 0 /00 COPIES TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION I ENGINEERS 12919 N.E. I26TH PLACE KIRKLAND, WASHINGTON 98034 (425) 623.9800 EVERETT �j� t i � COMPRESSION REPORT Rik FIELD TEST DATA ADMIX INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATUR SIGNED BY 6 T MAR 02 ?004 eictlygry iwe COMPRESSIVE STRENGTH ASTM C -1231 ❑ ASTM C -617 FIELD REPORT No / ' No. 4 7 2 7 3 SAMPLING IN ACCORDANCE WITH C-.^- -3 / APPLICABLE CODES & SPECS . tYclE.lf/.../Z � � CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT PREVIOUS REPORT No. No. 12 019 9 DATE waRsisy , Z27,41- CERT. NO. TO: (425) 259 -0817 FIELD REPORT REG ENE° PROJEC v�� 4 AVIZecd+D 0 1 2* /�fOe JN7 / W �� ll IVIT LOCATION i`f r 77 i t :735E7 C l ®% DLy BLDG. PERMIT N .v ZO® OW NER LWCOLf."4 WA . (72VZ7 I WEATHER TEMP. AT AM AT PM 111 ENGINEER ®c+IL.L ATTN • ARCHITECT LY Ae��� CONTRACTOR r e a aais - g74v CEZATA (2) I NS CTION PERFORMED 2 RESTEEUCONCRETE RESTEEL ONLY _ RESTEEL/MASONRY STR.STIWELDING ITE INSPECTED FOUNDATIONS FOOTINGS SLAB _ AUGER CAST PILES DRILLED PIERS _ COLUMNS — WALLS BEAMS _ — OTHER STR.ST /BOLTING — — — (4) i, r. :..r �.., LOCATION (AREAS) _I" t __ _ � . �•, ..r1/6 . % . . • .i . _4,. CONCRETE/M SUPPLIER /YF RV` MIMIX NO. DESIGN STRENGTH (f'c) � ®� ��r 1CL® TOTAL CU. YD. PLACED I `C ) SLUMP (INCHES) AIR CONTENT ( . wi,ery itezE SPECIMENS CAST SEE CYLINDER REPORT NO � � ' %) a w YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS 40/0 _ REMARKS: R155 .. 4 a i lietv4Z50 . e 751 W/ . i t sdW 7M S ,q,L COPIES TO n0 ..tW;K °.M,'!*47» TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 . 7 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK O ( ©2 - ' z- °l - 17 7 ‘ /i_ ,R', ? 53$' 2'55 ENGINEER ARCHITECT g? CONTRACTOR FINE AGG. / - C - 9, 4'o WATER 209 q 20g s TOTAL DATE 1Q. - 1� — 0 y CERT. NO. 0 — 2 NO-6 0 NO.-3 --`--<--) MIX PR JECT / % /7 C.J 'ailt /4 J /lAi z.-/3, 0 Al R WEIGHT ASTM C -138 OCATIO l,'i O3 6,-.4m,-,.,„,,, BLDG. P E RM IT . 'DO 3 -.2o / O /NER ASTM C1064 CONC WEATHER C( TEMP. AT AT AM PM ENGINEER ARCHITECT g? CONTRACTOR FINE AGG. / - C - 9, 4'o TRUCK SAMPLED ki,3(9 TRUCK TICKET 9-c- NO-6 0 NO.-3 --`--<--) MIX TIME SLUMP ASTM C -143 0 Al R WEIGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C1064 CONC AIR 3.9,0 3 C.A. 6;7 g? FINE AGG. / - C - 9, 4'o WATER 209 q earct} o.4TAFOR 1 / C u.r o . DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT 56 gj ---- 57. FLY ASH c.a. 7_ 0 2/5'2 D ( S 6)0 C.A. C.A. " FINE AGG. / - C - 9, 4'o WATER 209 q 20g s TOTAL T CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 (425) 823.9800 EVERETT (425) 259.0817 COMPRESSION REPORT RECEIVED TO' FEB 2 4 200'c 1 DEl itLOPMENT ATTN • THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO THERMOMETER CCOTHO b AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH REPORT No. ! 770 /No. 51682 CONCRETE COMPRESSION MACHINE I.D. #CC00000 SAMPLE P/U DATE PLACEMENT AREA & NOTES TEST METHOD LJ ASTM C -1231 ❑ ASTM C -617 SUPPLIER S / 7:Tne°_0 CEMENT TYPE I / CU. YARDS PLACED //0 AEA \ A f I /6 .00 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 1/02 COPIES TO INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY SAMPLING IN ACCORDANCE WITHC .3 / APPLICABLE CODES & SPECS /ft DATE CERT. NO. PROJECT F c_ f (a,( J E LOCATION I_{� 1 ... . 4 BLDG. PERMIT NO. _ OWNER WEATHER •-•'- ; •J `. I ....�'r '; TEMP. AT AT AM PM ENGINEER , \ , , .. - + { j ^) I. 1 1 1 .. i......... ARCHITECT CONTRACTOR /Air , ," (....:-:1/.! .5-- T � TO: ATTN: THE FOLLOWING WAS NOTED: .� r'.•S f-' ,•1,• I I : `1? <• ' 0 , (;) L'C ' ? •� ( REVISED 12/00 CASCADE TESTING LABORITORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT FIELD REPORT , 1 0 p..1 I TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH• OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. e-f• jar; %•( D3 ,2o1 r % -- • I i Nr.; - t/ ( 1 •-r , � Cc; , I t it INSPECTOR(S), NAME(S) INSPECTOR SIGNATURE (425) 823 -9800 (425) 259.0817 I1+ { + I kZ -. l CT"-, %/t . C t ' / r ' ' ' L 1 COPIES TO: ".,+I PRINTED PREVIOUS t REPORT No. r ( • � � / L ■ `..._ f i+. �i11 t / � � 4 .r^ No . 51305 Vi , 1. �•.,��� +���;•,,! i� ( .�:� , : 1 :s L!, �1 ;'i7 .11, ~' .7 '. � fl -' RECEIVED JAN 12 2004 BUILDING DEPARTMENT SIGNED BY DATE CERT. NO. 1 • \i . k 12.2J- )2: 3 000 PROJECT `Fe A. S 2• LOCATION �. •) ,/ 36 _1 .x+ /7 ,` / :/4 7"...% ,..."-- ti 4rl.' i ti r!r BLDG. PERMIT NO. OWNER I • i f6 ^ 4 SS WEATHER 7 ,iv D Lr) !r f .) TEMP. AT AT 11340- 1 a-,000 AM PM ENGINEER 4 ./ 2 , ,. � ,, ,•�' ,e,,_ E. 4 ARCHITECT 30v 5/ CONTRACTOR / /?,a s-;:- i ;:-...7.7„.:;:, r . „?'V /- .' - :::" __ ` 6. \,' ii+5*C- ,144S f 3voci f 1 • \i . k 12.2J- )2: 3 000 =/8 `Fe A. S 2• W S 1t`'4.i- '2: SS J 0 U G” 3 SS 3. V/ 5 11)o- 13 :ZIl 3O0J I • i f6 ^ 4 SS 4. f j 11340- 1 a-,000 /,, ,4 S c. E. 4 415 -14:2s 30v 5/ 77a 6. \,' ii+5*C- ,144S f 3voci ?/ ?,4 SS -7 . tiff 4 I)c: -f5 /c 3(-ooc J / 8 raSS a. v1 4 1520- s, '---- 5 / 8 FA s i L -- - - 7)- - 43 , t TO x `' -7-r..) c. 4 ., 4 .7 • X1+1 4 1 a 3O - 4:1.2 ---" ./ /- 4 / 41 2-72) ;' c)x 7 ,,, ., 7:: r < 7 '' `ui.li:.rti^.?9 ' al:.�v -►.. o.. TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS 12919 N.E. 126TH PLACE :KIRKLAND.WASHINGT0N 98034 .EVERETT ATTN: THE FOLLOWING WAS NOTED: FIELD REPORT '1 % TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL WITH• OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY. INC. REVISED 12/00 (425) 823-9800 (425) 259 -0817 3- 4 PREVIOUS REPORT No. No . 51097 COPIES TO: INSPECTOR(S), NAME(S) PRINTED / INSPECTOR SIGNATURE SIGNED BY J4- DEPARTMENT T • `t L CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS PREVIOUS :l 2 226 4 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 DATE / / /0 1 -5 CERT. NO. ;` >�H - -0817 FIELD REPORT 17/i-4.5 1 .1 , 'f- � �_� -c) W j -I. ti C.. • 4 + :: • .---.• TO: � PROJECT' Y F� i T41 o fc_,.-_ 1 \ LOCATION i •— ` / 1 � y i p ) ! `�; r� 3 L= ,.,..n 1 —• r ' fZ r�r r ? ` � � O >.r q \ ! J � 06'( 4 73 a-) Li--- r1 L ,,. J s 1 Ll BLDG. PERMIT NO. ■--.) L: t - �. 0 1 OWNER --J (_ i4 l e_ ' A c,- 2 1 v 173 WEATHER TEMP. AT AM AT PM ENGINEER ATTN: c` -1 t ARCHITECT � l .,. IA \, CONTRACTOR ' ( INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEL/MASONRY _ STR.ST/WELDING -- STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS s L WALLS 1 OTHER _ — ‘ — BEAMS ( LOCATION (AREAS) ' ■ i .‘ c:9 : t i = i•-•' C i �'1, k • o ,( I I ? -" l-. 6 A:i?. L.i i ^ I 1 4 (5) CONCRETE/MASONRY MIX NO DESIGN STRENGTH (f'c) SUPPLIER. - `"' TOTAL CU`YD- PLACELL, __ _ SLUMP (INCHES) ` - "J" -_ SPECIMENS 9S�-' " -- -. S:- AIR CONTENT ( %) SEE CYLINDER REPORT NO YES _ NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS \ �'` \ S C \; J V-- tstj . `. 0L. 1_ ,'.' -) e A a 1 --- )� ,--) 0 L r •7 C, ∎ ti c e t&- ,,.•;?L C S . ' KR- t__ U P, G -•L Vii' a2 \ r ; A • 1 r, I (,,� r P f � \ h. <z P f� t� CJ o Q t!., , io.s 1 . 1',- IA 1 ) T I ov c, / 5oa is . 5 " TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8 /00 COPIES TO: INSPECTOR(S), NAME(S). PRINTED INSPECTOR SIGNATURE \. .. • SIGNED BY B C , .., cr 1L- S 5 _ 2_ RECEIVED JAN 1 2 2004 5 AtX6'iir:. i't: "�: °�`t„t "t��'t Z'Y. JAN -06 -04 07:21 FROM- Olympic ACCocIatsi rn� Vati Transmittal Date January 6, 2004 Job No 2003326 To Jeff Edwards Master Construction Fax: 206-244-6364 From Marshall R, Pihl, S.E, mt lhl @olvmoicassociates,com Direct Line: (206) 6 74 -6110 Re Anchor Bolt Installation Comments An acceptable repair is to drill and install 1/2' diameter threaded rod using Simpson SET epoxy. The minimum embedment should be 4 1/4 inches. Anchors spacing should be as follows: • Within 12" of sill plate ends • 16' o.c. at SW44 • 48' o.c. at SW6 • 48' o.c. at non- shearwalls Provide 2' square by 3/16" thick metal washers at all installed anchor bolts. It is acceptable to epoxy W diameter rods In 3 41" diameter holes. Pullout strength testing for the anchor bolts need not exceed 3,000 lbs. Provide epoxied anchors at the service counter wall. Action ❑ For Your Information ❑ For Your Use ❑ For Your Approval G For Your Signature and Return ❑ Make Corrections Noted ❑ Revise and Resubmit Copy to: Brad Minogue, Jean Morgan, File OLYMPIC ASSOCIATES COMPANY Architee ure • Engineering • Project Management 701 Dexter Avenue North 0301, 41aseel1, WA 981094342 e: 206.285.4360 f 206.285.4371 +206- 285 -437' 1-618 P.001 /001 F -130 Delivery Via: kg Facsimile Pages ❑ E -mail ❑ Fed Ex 0 Hand Oolivery ❑ Other Courier w; www.olyrnpicawoeime5.00nt to3 RECEIVED JAN 12 2004 DEPARTMENT z H . oc W ce 6 00 to 0 U) ILI WI H co u_ w 0 � - L Q' op d . = W H nc z � H 0 z I. w LIJ U 0 . O N . W ill I- Z Lll 0 i ... . Z JAN-09 -04 13:39 r 64. 4 OLYMPI C ASSO I ATES COMPANN DATE: JOB NO: TO: ATTN: RE: FROM- Olympic. Atcaciathz OLYMPIC ASSOCIATES COMPANY 701 bout: avenue N., #301 Seuxk, WA 98109 1�°�•04 October-ft-200A 2002326 Master Construction Jeff Edwards KFC Remodel Tukwila, WA Seff. We have reviewed the attached holdown anchor rod construction. The anchor rod doweling into the strip footings and embedment in the stem walls are adequate to develop the necessary pullout forces. Please call if you have any questions. u� CAP .APP. CVTI 1O0Gp d'b O 5V4\\L -s. For Your Informations For Your Use: For Your Approval: For Your Signature and Return: Orsigil a! in Math 0 YES NO Copy to: Sjxy...aL.T.a3Wrfiiii-Ram6- -4-3-1- -.3465 Fite t e) mleVoccE `.vO&1 Male GA J Via Mail: Hand Delivered: Other Courier: +2 :E- 265 -4:71 ❑ Via Fog: ❑ Fe.dEx.: Fax#: 244.6364 Total Page:., including this page: 1 OLYMPIC ASSOCIATES COMPANY By: • � .c -4 / Marshall IL Phil. P.E. p :thanunan marnr (kfc tukwila new owe) 2Q023.6 aeteo,Yrspondeneev up was= coast alwords 2843ct03 hd aurhots, doe T -64t P.001i003 F -190 TRA.NSMITT_.. Scarde Phcne: (206) 285 -4300 Direct: (2 06) 674.6110 Cell: (206) 6124251 F :x (206) 2854371 Email: mpiltl@olytnpicassociat.es.com RECEIVED JAN 1 2 2004 DEPARTMENT A JAN -09 -04 13:33 K Fc PRCM- Olyrpic Acsod atoc Into (3 'tf 7 ?v►1.1.ovkC CAP p oI Foy l b 15C... ° 1 ) (c . (05 163 PEA c , WT o5OM IADGIO (.9w34 9,0 p oN 564- P7 3&O epic-4036 2.010 -2.Y' 1- 6-IA4 CoS iv Y 6 Apo 420-285-4311 Fl A r42/g -r-hra..4441/ ro I P. 7.44£ P.002 /003 'r -,90 /O /v0 3 zei RECEIVED JAN 12 2004 BUILDING DEPARTMENT z = Z . UJ U Q WI J I— W O Q . OD = a �W Z =. IF- O Z I— W . 0 092 0 W I- W Z; U - O z JAN -00 -04 13:40 Lvoc;itsti Pro) t. 647°6 42G"r••285 -4371 T••E40 P.003/003 F-110 lo ?Lt t, r CAC\II 'V Po 5 (2.5c) iL 1 O N T''21 ,• . ' +'i 1� rily • RECEIVED JAN 12 2004 DEPARTMENT Q fr CC W• 6 U , 0 U W = o w g J, LL <. 00 I rr = z �. z o W al 0- o � W W F- Yr.o di U = 0 z OCT -28 -03 13:52 MO OLYMPIC `r ASSOCIATES COMPANY OLYMR1 C A91ioO ATE9 COMPANY DATE: JOB NO: TO: ATIt'N: RE: FRCP- Olympic AacoclaAc 701 Dexter Avenue N., P3O Seattle, WA 93109 October 28, 2003 2002326 Master Construction Jeff Edwards KFC Remodel Tukwila,' WA Please call if you have any questions. For Your Information: For Your Uses For Your Approval: For Your Signature and Return: Original in Mails 0 YES ❑ NO Copy to: City of Tukwilla — Bill Rambo — 431 -3665 File Via Mail: Hand Delivered: Other Courier. +2CE- 285 -4371 By: ❑ Via Fax: CZ FedEx: ❑ Marshall I .. Pihl, P.E. p:lharman mgrat (kfe tukwila new store) 3002326 ae \correspond :ncc\ m rp master coast edwards 2SoctQ3 stem width,doc RE AWED Oc, U 2 0 2003 BUELDING DEPARTMENT 1 -173 P.001 /001 F -'43 TRANSMITTAL Seattle Phor.c; (206) 2654300 Direct: (206) 674.6110 Cell: (206) 612.4251 Fax: (206) 2854371 l:tm>gil: mpinleolymplcassaciatcs,com Jeff, It is structurally acceptable for the actual stem wall widths, illustrated in details 1, 3, 6 and 7/S 1.1 to be 5'/2" in width. Fax #: 244.6364 Total Pages, including this page: 1 OLYMPIC ASSOCIATES COMPANY OCT -28 -03 16:16 Pri 110 OLYMPIC • ASSOCIATES , COMPANY OLYMPIC 701 Dexter Avenue N., #301 C! ASSO ATFS Seatde, WA 98109 COMPANY DATE: JOB NO: TO: ATTN: RE: FROM Associates October 28, 2003 2002326 Master Construction Jeff Edwards KFC Remodel Tukwila, WA Jeff, We have reviewed the attached holdown anchor rod construction. The anchor rod doweling into the strip footings and embedment in the stem walls are adequate to develop the necessary pullout forces. Please call if you have any questions. For Your Information: For Your Use: For Your Approval: For Your Signature and Return: Original in Mail: ❑ Via Mail: ❑ Hand Delivered: ❑ Other Courier: 0 YES ❑ +206 -285 -4371 By: ❑ Via Fax: ❑ FedEx: Fax #: NO ❑ Total Pages. including this page: Copy to: City of Tukwilla — Bill Rambo — 431 -3665 Filc Marshall R. Pihl, P.E. pAharman mgnu (kfc tukwila new store) 2002326 aelcorrespondcncclmtp master coast edwards 28oct03 hd anchors.doc T -178 P.001 /003 F -160 TRANSMITTAL Seattle Phone: (206) 285 -4300 Direct. (206) 674.6110 Cell: (206) 6124251 Fax: (206) 285 -4371 Email: mpihl ®olympicassociates.corn 244 -6364 1 REEVED OLYMPIC ASSOCIATES COMPANY OCT 2 8 2003 DEPARTMENT OCT-28 -03 16:17 FROM-Olympic Associates KFe 1i�GO (?f LL re gt. &41(0,6tod 360- 100 -LI336 Flo CpS01 6V X `/ 9/07 +206-285 -4371 Thrc.44.41 r od • ›c 7'/P. REC1,FWED UCi 2 8 LO03 DEPARTMENT fi ivy /Ws/Wt T -178 P.002/003 F -160 /012.-gi0 M vittle rr Fs �''�=o z Q li c e 6 u U co W J N LL. WO -J u. N � = W Z � F- O Z H IIJ • W U 0 ' 0 W • W u- O: .. W U =. O H z z 0 if; m Z.. o O I • m - I v' O ` ✓ c m m 0-I = Z m -� - r� c O m me 0 C O 0 c� c z -4 z 1 or ooz d _ skid) Eo -8z-0/ io��z� veia 091 -d E00 /800'd 821 -1 129-98Z-90Z+ 7Qd ~t5 epah4/5 11X 9 5, . a ua ,(X �� ,, / 11 1 041 41-11 ?-a, g 0�� 2 /) sele!oossy o!dwA10-110dd )N C 3Ini :Ori? 9 no 2191 E0 -8Z -100 S; 4QV- , 11-03 14:59 FROM -01 ymp i c Associates OLYMPIC ASSOCIATES COMPANY DATE: JOB NO: TO: FROM: RE: OLYMPIC ASSOCIATES COMPANY 701 Dexter Ave. N.. #301 Seattle, WA 98109 November 10, 2003 2002326 Jeff Edwards Brad Minogue KFC Taco Bell 15036 Tukwila Inter. Blvd — Permit D03 - 201 Revised wall sections indicating rigid insulation with single ply roof membrane, rather than bats insulation and built up roofing. A copy will be forwarded to the building inspector for their file For Your Information: ❑ For Your Use: ❑ For Your Approval: ❑ For Your Signature and Return: ❑ Original in Mail: VES 0 NO Copy to: 13i11 Rambo, City of Tukwila @ 431 Dan Mundy, Harman Mgrnt. @ (650) 941 -5678 docu mcnt6 Via Mail: Band Delivered: Other Courier: +206 285 - 4371 T - 278 P.001 /011 F - 396 ❑ Via Fax: ❑ FedEx: 0 Total Pages, including this page: 11 OLYM s, SOCIATES COMPANY By: TRANSMITTAL Seattle Phone: (206) 285 -4300 Fax: (206) 285 -4371 E -Mail: bminogue (Tholympicussociatcs.com Fax #: 244 -6364 Bra Minogue, ALA NOV 2:u03 BUILDING DEPARTMENT D PAGE. 1 of 10 KFC TACO BELL ...., E 11 a t r r r I E A S S O C I A T E S C O M P A N l GB SHEET REFERENCED CD -1 CHECKED: 6N1 _ 15036 I N T E R N A T I O N A L B L V D . , T � A , W A SCALE. 3/4 " =1' -0" 1 Joe NO. : NOV-11 -03 14:59 FROM-Olympic Associates PARAPET FLASHING di EL. + 19' --4" TOP OF PLATE PLASTER FINISH — ON 2 LAYERS 60 MINUTE BLDG PAPER dk EL. +16' -0" TOP OF LIGHT S PLASTER FINISH di EL. +11' -0" B.O. TRUSS W' EL. ± 10' -6" _ BOTTOM OF TRIM BAND PARTIAL WALL SECTION 3/4" = 1 -0" +206-285 -4371 LIGHT BAND (VERIFY ELEC. ROUGH IN) MIN. R -30 RIGID — ROOF INSULATION SINGLE PLY ROSFING OVER RIGID INSUL. OVER ROOF SHTG. (REFER TO STRUCT. DWGS.) (2) 2x6 TOP PLATE, TYP. I T -278 P.002 /011 F-396 B.U. ROOF FLASHING OVER 1/2" PLYWD, WALL SHEATHING 5155 wa a+ner• iaa r a team ? �aeG t K npam v aawt moCb err wo re on n K rrm w wt nr oae aas A v ayirlo S — w r . DATE: 1 1 /04/03 PAGE 2 OF 1 O 1 ► KFC TACO BELL / aMIIIFMMi u nrurt wo r w,u - -.1: . `�_'` DRAWN: GB ate CD -2 CHEMED: BM 15036 INTERNATIONAL BLVD., TUKWILA, FA S CALE• 3/4 " =1' -0 mop= 10014 / girt 7 4.R ME 1t RIM, If iv.% , ADO MOW MO d! .li R R 0®M mu 0 ■ MC .4pfr .1001 ■ ICAl21 K Oa/e ,rare (! G <MI T tic C o r F i w r mow. NUMBER 1 net 1011106 7C MI ND mi JOB NO.; 2002326 ftirl1ZLAI. NOV-1.1 -03 14:59 FROM- 01 ympIc Associates EL. -21' - 1" _ T.O. PARAPET © D/T TOWER 2 X BLKG. AT AWNING AS REQD. AWNING DETAILS ILLUMINATED VINYL AWNING (PROVIDED BY OWNER, INSTALLED BY G.C.) 3/4" = 1' -0" STRUCT. FRMG. PARTIAL WALL SECTION I k ■ +206- 285 -4371 i T -278 P.003 /011 F -396 PARAPET FLASHING TAPERED RIGID — INSUL. CRICKET MIN. R -30 RIGID ROOF INSULATION SINGLE PLY ROOFING OVER RIGID INSUL. OVER ROOF SHTG, (REFER TO STRUCT. DWGS,) —B.U. ROOF FLASHING OVER 1/2" EXTERIOR GRADE CDX PLYWOOD C LASS A ROOF ASSEMBLY ROOF SHEATHING — MIN. R -30 RIGID ROOF INSUL. 1 GSM REGLET /FRY "ST" (2 PIECES) (2) 2x6 TOP PLATE ARCH VENT — B.U. ROOF FLASHING OVER 1/2" PLYWD. WALL SHTG. (PER STRUCT. DWG'S.) 2x6 PARAPET WOOD STUDS @I6" OC, W,/ (3) 16d EA. END SO D 'HOOD BLOCKING FLASHING VEN1 C \� PARTIAL WALL SECTION J 3/4 . = I1 -O i ce ,.+ . i ■ 2' - 5 1/2" � % / � STUD TO STUD j SLOPE 1 /2 " /FT_ __� .. ...— [- ainiarnia1WIU I I I 1 • • n U 1 _ 1 EL. + 21' T1 0. TOWER PARAPET IV I SIMPSON A35 EA. STUD EL. +19' -4" T.O. ROOF PARAPET Y PLYWD. EDGE NAIL PLASTER OVER 1/2" ON 2 LAYERS 60 MINUTE BLDG PAPER PLYWOOD WALL SHTG. (PER STRUCT. DWG'S.) E - —SIGN SUPPORT AND UPSTAND BY OWNER_ VERIFY BLOCKING AND ELECTRICAL REQUIREMENTS H I SINGLE PLY ROOFING OVER RIGID INSUL_ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. REGISTERED RCHITECT 5155 ss AT F WASHINGTON 0 43 U1 0 NOV- 11-03 15:00 +19' -4" `' TOP OF PLATE PLASTER FINISH ON 2 LAYERS 60 MINUTE BLDG PAPER R FINISH FROM - Olympic Associates PARAPET FLASHING EL. +1 1 ' —O" B.O. TRUSS ELL. 10' _ `-' BOTTOM OF PLASTER BAND STRUCT. FRMG. LIGHT BAND -' EL. +16' -0" _ TOP OF LIGHT BAND 1 LIGHT BAND (VERIFY ELEC. ROUGH —IN) 0 PARTIAL WALL SECTION ) 3/4 N 1 -0" DATE: 11/04/03 DRAWN; GB CHECKED: BM PAGE: 4 OF 10 SHEET RCED: CD -4 I 1 ■ +206 -285 -4371 1 KFC / TACO BELL T-278 P.005 /011 F -396 B.U. ROOF FLASHING OVER 1/2" PLYWD. WALL SHTG, PER STRUCT, DWG S.) -- -(1) Si PSON H4 �EAC TRUS REGISTERED RCHITECT AT � � R SS E WASHINGTON 5155 15036 INTERNATIONAL BLVD., TUKWILA, WA JOB NO.; 2002326 NSUeER 1 SCALE: 3/4 " =1' -0" 'CCPPWQiP ra ooaaan a ow s wan moo+ ®ww. m =rum cr tea, +A %imam aawc Rio m.r ro we la p r ww r sax w k saw, ..m, wwrmm a Cthec =Mao WPM uaRRMe cwcriarcYo PLUNK AMT LTITIC ASS3CIAT c o r PINY DATET 1 V ¢ /os PAGE 5 of 10 KFC /TACO BELL r.._.._ u' ` r , - .� ; : I —I e A T N► I c ISSOCIATES E e N P A M T _� DRAWN: GB SHEET REFERENCED CO-5 CHECKED: BM 15036 INTERNATIONAL BLVD., TUKWILA, WA SCALE: 3/4" =1' -0" moan, Ids ., — 001•01 12/ urn d Y. waa.aw IS MIR -r arc erree re u ur T w ...0 - —... — r r.. r..... - ..... _....,........,. n,. N B f2 1 I OR 011102 Ti Ia. ®G JOB NO. 2002326 •4.1h NOV -11 -03 15:00 FROM- Olympic Associates CLASSAROOF ---- ` ASSEMBLY MIN. R -30 RIGID INSULATION SINGLE PLY ROOFING OVER RIGID INSUL. OVER ROOF SHTG. (REFS TO STRUCT. DWGS.) 2x6 FLAT BLOCKING SHEAR PANEL EDGE NAIL (TYP.) 3/4" = 1' -O" 1 B.U. ROOF FLASHING OVER 1/2" EXTERIOR GRADE CDX PLYWOOD Si RUCT, FF MG. PARTIAL WALL SECTION +206- 285 -4371 T-278 P.006/011 F -396 EL. +19' -4" TOP OF ROOF PLATE PLASTER FINISH ON 2 LAYERS 60 MINUTE BLDG PAPER ILLUM, LIGHT BAND EL. +16' — O" T.O. BAND PLASTER FINISH ON 2 LAYERS 60 MINUTE BLDG PAPER EL. +11' -0" Q.O. TRUSS 1 EL. +10' -6" — / B.O. PLASTER BAND REGISTERED RCHITECT r e E ' . CRASS WASHINGTON 5155 ° "r� 11/04/03 p 6 OF 10 K FC / TACO BELL r , ... n -- • = lio, � DRAWN. GB SHEET' ENCED; CD-6 CHECKED: BM 15036 INTERNATIONAL BLVD., TUKWIIA, WA SCALE: 3/4 " =1' -0" lmr,.um Nos c .. .c„m a .,.e.. — .e ••w of ....e .®d m.a.r.o .!.rr .eara ., .e. a • ................... OITYPiL ASSOCIATES L 0 Y I A I . — REVISION NUMBER: 1 Doc mat.■ K vu MC CCM roe NO, 2002326 worIWflI NOV-H -03 15:01 GSM REGLET — FRY "ST" (2 PIECE) 2 (2x6) TOP PLATE ON TOP OF ROOF PARAPET ARCH VENT 2x6 PARAPET WOOD STUDS ©16" OC, W/ (3) 16d EA. END ROOF FLASHING PLYWO. WALL S SOLID WOOD BL (3) 16d EA. EN ROOF SHEATHIN CLASS A ROOF ASSEMBLY MIN. R -30 RIGID INSULATION OVER 1/2" TG. (PER STRUCT, DWG'S.) CKING PARTIAL WALL SECTION 3/4" = 1' -0" FROM- Olympic Associates f I 1 1 FLASHING iC VENT � •••■•••••■•••,... � 2' -5 1/2" +206- 285 -4371 U f T -278 P.007 /011 F-396 EL. +21'' - 1" T.O. TOWER PARAPET I SIMPSON A35 EA. STUD I F EL. +19' -42 T.O. ROOF PARAPET PLYW'D. EDGE NAIL 7/8" EXT. STUCCO ON 2 LAYERS 60 MINUTE BLDG PAPER OVER 1/2" EXTERIOR GRADE PLYWOO[ ON WOOD STUDS SIGN SUPPORT AND UPSTAND BY OWNER. VERIFY BLOCKING AND ELECTRICAL REQUIREMENTS WITH SIGN INSTALLER — WOOD TRUSS, SEE STRUCTURAL DWGS. REGISTERED RCHITECT (7E , CR SS A WASHINGTON 5155 DATE: „ 04/03 PAGE: 7 OF ' o KFC /TACO BELL y ' " .gyp M.{•Iw A 4 _r4rx. O L T I 1 OCIATES C D P A N 1 DR AWN: GB SHEET R E f � R F N C E U CD -7 CHECKED: BM 15036 INTERNATIONAL BLVD., TU KWILA, WA SCALE; 3/4 " =1 ' -0" .omorm .u..1 _ ...,.... w ,..w, _ .......... EVISION NUMBER: 1 vac m., .& Oa mu me moo JOB No. 2002326 'DUI'Yks.ril' NOV -11 -03 15:01 + 19' -4" "+' TOP OF PLATE PLASTER FINISH ON 2 LAYERS 60 MINUTE BLDG PAPER EL. +16' -0" TOP OF LIGHT BAND SIMPSON A35 @ EA. BLOCKING MIN. R -30 RIGID ROOF INSULATION — 3/4" = 1' -0" FROM- Olympic Associates 10d @ 6" O.C. 2x6 SOLID BLOCKING _ SHEAR PANEL, EDGE NAIL (T)P.) PLASTER FINISH ON 2 LAYERS 60 MINUTE BLDG PAPER EL. +11' -0" B.O. TRUSS EL. 10' -6" BOTTOM OF PLASTER BAN I PARTIAL WALL SECTION f +206- 285 -4371 i L T-278 P.008 /011 F-396 B.U. ROOF FLASHING OVER 1 /2" EXTERIOR GRADE CDX PLYWOOD CLASS A ROOF ASSEMBLY SINGLE PLY ROOFING OVER RIGID INSUL. OVER ROOF SHTG. (REFER TO STRUCT. DWGS.) 5155 DATE: 11/04/03 PAGE 8 OF 10 KFC /TACO BELL F101 ° V A IlWa"`"' ......1 d �... O L T I I P I I ASSOCIATES car E A A T ......... DRAWN; GB SHEET RHFERENCEn: CD -8 CHECKS): BM a n 15036 INTERNATIONAL BLVD., TUKWILA, W A SCALE 3/4 " =1' -0" fl - malaria - 0Q me 1[ Moak is maw =wan 0/b LAI J[ m - ICL Y b [ f .. 11.11 .I , .-a. vnrarr re 'rwwn .,...,.•. REVISION M N w UMMUERR: 1 l," ,a acJasZa Oi 00 — MEW J08 NO 2002326 •Q7 VOZYl NOV - - 15:01 FROM- Olympic Associates IV EL. +19'-4" _ TOP OF PLATE PLASTER FINISH ON 2 LAYERS 60 MINUTE BLDG PAPER -' EL. _ +16' -0" TOP OF LIGHT BAND MIN. R -30 RIGID ROOF INSULATION CLASS A ROOF ASSEMBLY 2x6 SOLID BLOCKING SHEAR PANEL, EDGE NAIL (TYP.) 2x6 SOLID BLOCKING -- REFER TO STRUCT. DWGS PLASTER FINISH ON 2 LAYERS 60 MINUTE BLDG PAPER (2) 2x6 CONTINUOUS TOP PLATES REFER TO STRUCT. DWGS PARTIAL WALL SECTION 3/4 = 1 ' -0" i +206 -285 -4371 L T -278 P.009 /011 F -396 B.U. ROOF FLASHING OVER 1/2" EXTERIOR GRADE CDX PLYWOOD SINGLE PLY ROOFING OVER RIGID INSUL. OVER ROOF SHTG, (REFER TO STRUCT. wGS,) 5155 REGISTERED RCHITECT %P �i E ' , CRISS A F WASHINGTON NOV-1.1 -03 15:02 FROM- Olympic Associates B.U. ROOF BASE /LAP SHEET FULL HEIGHT INSIDE OF CUPOLA, U.O.N. 2x6 STUD WALL @ 16" OC W/ 1/2" PLYWOOD AND STUCCO FINISH ON TH SINGLE PLY ROOFING OVER MIN. R -30 RIGID INSULATION OVER ROO SHEATHING CLASS A ROOF ASSEMB 10' -8" FINISH TO FINISH N. 2" -1&---- ILLUMINATED KFC TOWER COPULA 2 "x2 "x1 /4" CONT. ALUM. ANGLE (BY GC) TO SECURE COPULA ROOF TO ROOF PARAPET. TRUSS BRA NG E STRUCT. GS. REV. REGLET V 11'yo" OUT SIDE TO OUTSIDE TOWERNZAP. PARTIAL WALL SECTION '3/8" = 1' -0" +206- 285 -4371 T -278 P.010 /011 F -396 NOTE (ALL DETAILS THIS SHEET): REFER TO STRUCTURAL DRAWINGS FOR ALL FRAMING, CONNECTIONS, ETC., U.O,N, LT. FIXTURE SEE ELEC. EL r2 -1 1 A TOP OF COPULA QAN 2x6 PARAPET EXTENSIONS AT TRUSS LOCATIONS. EL rzo' -�• TOP OF TOWER PLA� METAL FLASHING WITH CONT. CLEAT OVER 3/4" PLY EXT. PLASTER. REFER TO DWG. A4 TOP OF ROOF PARAPET EXT. GR. CDX PLYWD. SIGN SUPPORT AND UPSTAND BY OWNER. VERIFY BLOCKING AND ELECTRICAL REQUIREMENTS WITH SIGN INSTALLER STRUCT. FRMG. WOOD TRUSS, REFER TO STRUCTURAL DRAWINGS. 2X5 CNINO 0 CUPIAS REO'0 ILLIAfwI.TED VINYL AWNING - FI .' -o 9.0. TR USS e . r10�' -6' , TOP EL OF AWN 5 15. 5155 REGISTERED RCHITECT o f E . CR SS AT iF WASHINGTON DATE: 11/04/03 PAGE 9 OF 10 DRAWN: GB CHECkED: BM JOB NO.: 2002326 REFERENCED: CD -9 REVISION NUMBER: 1 KFC / TACO BELL 15036 INTERNATIONAL BLVD., TUKWILA, WA SCALE: 3/8 " =1' -0" O L 1 w P I( ASSOCIATES 1Q NSW" M W r aogc vtsw® IO• " at v 411R i K linassrr v Wu= WM= COE= as o - t mg r Ewe a r • . =mar -vo .nmw O 0.wI4 - ita mwt 11/04/03 PAGE , o of , 0 KFC / TACO BELL MDMWME W=1617 l u,1I ..-.i • 4 BRAWN : GB HEET S ta CD -10 CHECKED: BM 15036 INTERNATIONAL BLVD., TUKWILA, WA SCALE' 3/8 =1' - 0 " 0coma®ld REVISION 1 NUMBER: N IQ P101106 K WI -0 Qom o L + r ► I C ASS IWOIS core . w r JOB No.: 2002326 'I411144i1' NOV- 1.1 -03 15:02 FROM - Olympic Associates /1'1' -0" OUTSIDE PREFAB CUPOLA +206- 285 -4371 CLASS A ROOF ASSEMBLY MIN. R — 30 RIGID ROOF INSULATION SLOPE ROOF CRICK SEE DETAIL HEADER ROOF EE BASE /LAP —) SHEEP FULL HEIGHT INSIDE OF SCREEN GATE CUPOLA, U.O.N. PARTIAL WALL SECTION 3/8" = 1' -0" T - 278 P.011 /011 F -396 IU.UUINATED FC TOWER COPULA EL *21' -11 4b LT. FIXTURE ( 2 ) 2x6. PLYWD, EDGE NAIL TOP OF TOWER PuTEe METAL FLASHING WITH CONT. CLEAT EXT. PLASTER. REFER TO DWG. A4 TOP OF ROOF PARnPE . PLYW'D. EDGE NAIL TO DBL. 2 X 6 BLOCKING (ALIGN W/ MAIN PARAPET PLATES) SIGN SUPPORT AND UPSTAND BY OWNER. VERIFY BLOCKING AND ELECTRICAL REQUIREMENTS WITH SIGN INSTALLER WOOD TRUSS. REFER TO STRUCTURAL DRAWINGS. S2.21 STRUCT. FRMG. REGISTERED RCHITECT � F CR' 6 5155 NOV -04-03 16:00 FROM-Olymoic Associates r^� 1 4, / O L, M P l C ASSOCIAUUS COMPANY DATE: JOB NO: TO: FROM: RE: Revised building envelope calculations indicating that perimeter slab insulation is not required due to additional insulation (R -19) provided in wall assemblies. For Your information: For Your Use: For Your Approval: For Your Signature and Return: Original in Mail: Copy to: documents OLYMPIC ASSOCIATES COMPANY 701 Owe'. Ave. N., #3U 1 Seattle. WA 9X109 November 4, 2003 2002326 Bill Rambo Brad Minogue KFC Taco Bel] - 15036 Tukwila International Blvd. - Building Permit D03 -201 YES NO Via Mail: }land Delivered: Other Courier: +206 285 - 4371 T - 223 P.001/006 F - 274 ❑ Via Pax: El ❑ FedEx: 0 TRANSMITTAL Seattle Phonc: (206) 285 -4300 Fax: (206) 285-4371 E• Mail bminogucgolympicassociatcs ,coin Fax #: 43 1- 3665 Total Pages, including this page: 6 OLYM ' SSOCIATES COMPANY By: Er . d Minogue, ALA NOV-04 -03 15:00 FROM - Olympic Associates INTERFACE E N G I N E E R I N G ( __ ``t V ' +206- 285 -4371 IltUti LU OCT 2 E} 2003 OLYMPIC A»ocra 1 Project Memorandum T -223 P.0OZ /006 F -2T4 [ /wv 1y-tE/ 12020 1 13th Ave, NE, Suite 200 IGrldand. WA 98034 425.820.1542 OFFICE 425,820.1628 FAX SUBJECT/PROJECT: DATE: October 16, 2003 PROJECT NUMBER: 2003-0346 FROM: )im Wright TO: Brad Minogue APPLIES TO; ® MECHANICAL Olympic Associates ❑ PLUMBING 701 Dexter Avenue North #301 D ELECTRICAL Seattle, WA 98109 ❑ FIRE/UFE SAFETY ❑ LOW VOLTAGE ❑ LIGHTING PHONE NUMBER: FAX NUMBER ❑ TELECOM Brad, Attached is the revised Envelop Summary Form show a revised R value for the walls. By the Perscriptive Path method, the Code requires on R -1 I for the walls. You may eliminate the perimeter slab insulation if increase the wall insulation by R -2 above that required by Code, With R- 19 in the wall, you are well above what is required. Jim Wright DISTRIBUTION: Q:\2003\2003-03641M10 I 603Memo Envelop Cakulation,DOC s.. Page I of 1 Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in iho Grose Exterior Wall Area it they are Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 442.0 ? 3648.5 X 100 = 12.1% Concrete/Masonry Option O yes Check here if using this option and if project meets all requirements for me Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying 0 no assembly below. Project Info Project Address KM / TACO HELL Date 10/16/2003 R -30 15036 INTERNATIONAL azvo For Building Department Use R -21 TO G ILA, LTA. 98168 Applicant Name: R -13 Applicant Address: Applicant Phone: Floors Over Unconditioned Space Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R values Roofs Over Attic R -30 All Other Roofs R -21 Opaque Walls R -13 Below Grade Walls NA Floors Over Unconditioned Space NA Slabs -on -Grade NA Radiant Floors NA Maximum U- factors Opaque Doors 1 Vertical Glazing U=0 . 9 Overhead Glazing NA Maximum SHGC (or SC) Vertical /Overhead Glazing I 1.000 s NOV -04 -03 15:00 FROM - Olympic Associates 2001 WashIngten Slate Nonresidential Energy Code Campion( Forma Project Description Compliance Option Semi- heated space 2 Notes: Minimum Insulation R- values New Building 0 Addition Roofs Over Semi - Heated Spaces" 1. Assemblies with metal framing must comply with overall U- factors 2. Refer to Section 1310 for qualifications and requirements +206 -285 -4371 T-223 P.003/006 F-274 V r Alteration ❑ Change of Use 1 First Edition, June 2001 Prescriptive ❑ Component Performance D ENVSTD 2.1 0 Systems (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor Is 0.25 Wall Description U- factor (including insulation R -value & position) If project qualifies for Concrete/Masonry Option, list walls with HC ? 9.0 Btulft - °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Z Z ce J 00 Wa J LL W O 2 u) a W l— _ Z F- ZI- W • W U � O - 0 I— W W • U LI O �Z U= O ~ Z NOV -04 -03 15:01 FROM- Olympic Associates 1312 Glazing and Doors s• I312.1 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 -3 1 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall bc based on the Residential or the Nonresidential Model Sizc. Product samples uscd 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 Table I0-6. 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 alternate for compliance with solar heat pin coefficient requircmcnts. Shading coefficients for glazing shall be taken from Chapter 29 of Standard RS -27 or from the manufacturer's 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 Roof /Ceiling Assemblies: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of' 12 inches shall be provided with a vapor retarder. (For enclosed attics and enclosed rafter spaces, see Section 1505.3 of thc Washington State Building Code.) Roof/ceiling assemblies without a vented airspace, allowed only where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder wkh 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. 13133 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. Effective 7/01/02 +206- 285 -4371 T-223 P.004/006 F -274 2001 EDITION 1313.5 Crawlspaces: A ground cover of six mil (0,006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawlspaces. The ground cover shall be overlapped 12 inches minimum at the joints and shall extend to the foundation wall, EXCEPTION: The ground cover may be omitted in crawl spaces if the crawlspace has a concrete slab floor with a minimum thickness of 3 -1/2 inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned 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 envelop* shall be sealed, caulked, gasketed or wcathcrstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weathersstripped. Fixed windows shall be light fitting with glass retained by stops with sealant or caulking all around. EXCEPTION: Openings that arc required to be fire resistant. 13143 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked and gasketed to limit air leakage. SECTION 1320 -- PRESCRIPTIVE BUILDING ENVELOPE OPTION 1321 General: This section establishes building envelope design criteria in terms of prescribed requirements for building construction. 1322 Opaque Envelope: RooUceilings, opaque exterior walls, opaque doors, floors over unconditioned space, below -grade walls, slab -on -grade floors and radiant floors enclosing conditioned spaces shall be insulated according to Section 1311 and Tables 13 -1 or 13 -2. Compliance with nominal R- values shall bc demonstrated for the thermal resistance of the added insulation in framing cavities and/or insulated sheathing only. Nominal R values shall not include the thermal transmittance of other building materials or air films. For metal frame assemblies used in spaces with electric resistance space heat, compliance shall be demonstrated with the component U- factor for the overall assembly based on the assemblies in Chapter 10. EXCEPTIONS: I. Opaque smoke vents arc not required to meet insulation requirements. 71 i�( i+ t: I :t'ali,.ov...i.r..:.:��.w• +.a.w .3 1•.:...aw Z =H W J U 0 0 to 0 J � (0 W W } g J u. < = ,_ Z 1— O Z 1— W O • N O 1— W W 2 f— u O .. Z W 0 Z NOV -04 -03 15:01 FROM- Olympic Associates , WASHINGTON STATE ENERGY CODE 2. The perimeter edge of an above grade floor slab which penetrates the exterior wall may be left uninsulated provided that the wall insulation is increased by R -2 above that required in Tables 13 -1 and 13 -2. 1 1323 Glazing: gazing shall comply with Section 1312 and Tables 13 -1 or 13 - 2. AlI glazing shall be, at a minimum, double glazing. EXCEPTIONS: 1. Vertical glazing located on the display side of the street level story of a retail occupancy provided the glazing a. is double - glazed with a minimum 1/2 inch airspace and with a low -e coating having a maximum eminence of a -0.40 or has as area weighted U - factor of 0,60 or less. (When this exception is used, there are no SHGC requirements), and b. does not exceed 7S °J. of the gross exterior wall area of the display side of the street level story. However, lithe display side of the street level story exceeds 20 feet in height, than this exception may only be used for the first 20 feet of that story. When this exception is utilized, separate calculations shall be performed for these sections of the building envelope and these values shall not be averaged with any others for compliance purposes. The 75% area may be exceeded on the street level, if the additional glass area is provided from allowances from other areas of the building. 2. Single glazing for ornamental, security or architectural purposes shall be included in the percentage of the total glazing area, U- factor calculation and SHGC as allowed in the Tables 13.1 or 13 -2. The maximum area allowed for the total of all single glazing is 1% of the gross exterior wall area 1323.1 Area: The percentage of total glazing (vertical and overhead) area relative to the gross exterior wall area shall not be greater than the appropriate value from Tables 13 -1 or 13 -2 for the vertical glazing U- factor, overhead glazing U- factor and solar heat gain coefficient selected. 1323.2 U- Factor: The area- weighted average U- factor of vertical glazing shall not be greater than that specified in Tables 13 -1 or 13 -2 for the appropriate area and solar heat gain coefficient. The area- weighted average U- factor of overhead glazing shall not be greater than that specified in Tables 13 -1 or 13 -2 for the appropriate area and solar heat gain coefficient. U- factors for glazing shall be determined in accordance with Section 1312. 1323.3 Solar Heat Gain Coefficient: The area- weighted average solar heat gain coefficient of all glazing shall not be greater than that specified in Tables 13 -1 or 13 -2 for the appropriate area and U- factor. SECTION 1330 — COMPONENT PERFORMANCE BUILDING ENVELOPE OPTION 1331 General: Buildings or structures whose design heat loss rate (UAp) and solar heat gain coefficient rate (SHGC s A are less than or equal to the target heat loss 72 +206- 285 -4371 T-223 P.005/006 F-274 rate (UA t ) and solar heat gain coefficient rate (SHGC At) shall be considered in compliance with this section. The stated U- factor, F- factor or allowable area of any component assembly, listed in Tables 13 -1 or 13 -2, such as roof /ceiling, opaque wall, opaque door, glazing, floor over conditioned space, slab -on -grade floor, radiant floor or opaque floor may be increased and the U- factor or F- factor for other components decreased, provided that the total heat gain or loss for the entire building envelope does not exceed the total resulting from compliance to the U- factors, F- factors or allowable areas specified in this section. EXCEPTION: For buildings or structures utilizing the other space heat type (including heat pumps and VAV) compliance path, for the gross opaque wall, opaque door and glazing (vertical and overhead) area only, compliance may also be shown using the ENVSTD diskette version 2.1 of ASHRAFJIESNA Standard 90.1 -1989, or an approved alternative, with the following additional requirements: I. Only the Exterior Wall Requirements portion of the ENVSTD computer program may be used under this exception. 2. Overhead glazing shall be added to vertical glazing. and shall be input as 1/4 north, 1/4 east, 1/4 south. and 1/4 west facing. 3. Lighting loads shall be determined according to Table 15 -1. 4. Equipment loads shall be determined from Table 3 -1 of Standard RS -29. 1332 Component U- Factors: The U- factors for typical construction assemblies are included in Chapter 10. These values shall be used for all calculations. Where proposed construction assemblies arc not represented in Chapter 10, values shall be calculated in accordance with Chapters 21 through 29 in Standard RS -27 listed in Chapter 7, using the framing factors listed in Chapter 10. For envelope assemblies containing metal framing, the U- factor shall be determined by one of the following methods: 1. Results of laboratory measurements according to acceptable methods of test 2. Standard RS -25, listed in Chapter 7, where the metal framing is bonded on one or both sides to a metal skin or covering. 3. The zone method as provided in Chapter 24 of Standard RS -27, listed in Chapter 7. 4. Effective framing/cavity R- values as provided in Table 10-5A. • When return air ceiling plenums are employed, the roof/ceiling assembly shall: a. For thermal transmittance purpos not include the ceiling proper nor the plenum space as part of the assembly; and le For gross area purposes, be based upon the interior face of the upper plenum surface, • Effective 7/01/02 Z • H Z ft W U tn O u) W J I-- N U W (o = d W Z = ZO V O - CI 1— WW u O .. W U = O~ Z r.'. :1 1 ,. • pwa . 10 ltti:h 'I ■f;� tI.+I. A:•r,•: f� ',� •• ..Qi Yta 'r - � � f •.. -e �,. ` a .. ' • 4 r., : , • f :+• /.Y4• '. 1 !4' f- 1 .1 • {. . r• . J .1: !l' t ' � 7• t1I /y,� •,f .. .5...P;(4'A:h Y1..° 1.'• •%. ,• 4�rE • i•'4 �I.. ^ i 14.1 S ..yY• �..I { Tyr :r4.t 'e jr t'� ^ ..ra. ��tz t rr•71 a: + p u' ' ,A ( T 1 � r1 y��y, f 'Z'�:' �.rl C `u � 6..�iag F/ 5�. T � r 4 .:$1.,,.,..,..., +,,,.•w H ' Z' hid *i' ' 1 t' ��'•,f' t t �'�';!�;f s . s '-r. - , i,�rr� ^' 1�^ ri \ . 4 _ . :'1 . .�•'.n.- 5. b: . ..c; '.'.;i;:. , . �;;`,- .'.' . 'fir, . , :; �,1 i r : t�''; 1 ... } dM ! air,'. F .H 'iRA r,3 ;; 1 "- •: t.� i .. , • v i � .si a Gt l.:'r^ �, f.i } . ; : fir► ��! �r . - { t p ,. , a, r.,; l'�_ .r.: , '''' i -„ •1- w� h,. r r • . 'f,• �t.. �• 7 • r - G'c , `5 7 :4 • �. - r ;' •.iFT:•f? - 0.. r f.r , J4i1 'f'.'.g .. - I r ,t ..rep u _i id#,4 :1 ,r[• K.,rrr _ . r.. ? �` -V G r " r:r i .. - OG • i 'i.. -,..-1/4;,... nY '` -• � S . o f G;µ 4 ... ., -.: . 1 • d' YV' Z ...•:. • -' ,. !tQ -. c. • VG` � S •r• ja ° . , 1. Electric resistance heat 0.40 0.80 1.0 0.40 0.80 1.0 0.40 0.80 LO NOT ALLOWED 2. All others including heat pumps and VAV - 0.90 1.45 1.0 0.75 1.40 1.0 0.65 1.30 0.80 0.60 1.30 0.65 , iti0m mGla;11.17...'...4. 4 Aiha as'.tfr a#:Wa �� �r..s.• 4.' Ito'15 _ ''t".:,a1 .LR�fr " X�.� . v:`grt'�: � logo, :.� ,' .., :?,s :h!'I+ : f ir':. „,i!,, .210 ;jp Day,' ;....,•Yr = a.�, gas•.. ; ��-.: I2'.4.!7-t.;:!:;:,:1-. ;fir i > .tp %r; .. i ,' ' +' - •.: : & ;.. I '�"k•• ' •%:'� k.ti '� 1�... ♦�'. r7 .l'1...f!;„%;/,'.4%-, t . ri ' .J. r k'I.4,„ l('.,,�:40 . f .. T`f•' ;,;. :-t;', :: ;:..:.:= 7;':x . :; f :r '' .4441 i liit4 ;,: 1 �.�� :di'V . OR::r.• . f �;_i K� � .•S �t .' ,r� • r:•...,, •, 1,0 A . rll -I SCtO� � ^`.'b ; ;i.: : 0.80 :.. : . rl� , ••,Y :: ''i idt. � 'e N r f '• :r ,� . ?,�}! 1,0 .aA �tlrin :, � f ��,t , ,.. =i � ... acf07.; .t, w , � J �IWi�,_ S G ; , 4wL ^,IS. PATH NOT -M ie �� t� - •• OrFaCloit:• - J . . 1 i ; ��/ � 4S G`Q b fl . • .'r r• .: .y G ,,� ,QG�:. 0.40 I 0.80 :''''''''.0G'''7: 0.40 Y, C.••: ;VG:�1G PRESCRIPTIVE 1lO it r ALLOWED 1. Electric resistance hca 2. All others including heat pumps and VAV 0.90 1.45 1.0 0.75 1.40 1.0 0.60 1.30 0.65 0.50 1.25 0.45 ,..•�; .: ,� . .. ; '� ','w r :,:rr�' :5 ! • } : � .,� • � : • - '%:3ir '' ,:Components :: ; :. :,,._ . :71 v'�;; .' ' ' ..•': •i . - . :s'.' :... .' •'.�::. -T:. � fiF,oQ(s; ; Over • . � , - ,•: I A itf c .a,' - "i al - 44 ;.Rav�s ' Op- u 'k • '"•: : 9PMgu , , V. i. 1Nalls'�',�: �i. ;F " • " :s. f , r .�t� 1. Electric resistance heat R -38 or U -0.031 R -30 or U-3.034 R -19 or U=0.60 0=0.062 R -30 or _ 00.029 R -I0 or F=0.54 2. All others including heat pumps and VAV R -30 or U =0.036 R -2I or 11=0,050 ` R -11 or 11=0.60 U�.14 /, , R -19 or U =0.056 R-10 orF °0.54 NOV -04 -03 15:02 FROM-Olympic Associates • WASHINGTON STATE ENERGY CODE Glazin TABLE 13 - BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 1 Minimum Insulation R- Values or Maximum Component U- Factors for Zone 1 Buildin Components '* Compliance with nominal prescriptive R -va nes requires w d fram Maximum Glazing Areas and U- Factors and Maximum Glazing Solar Heat Gain Coefficients for Zone I +206 - 285 -4371 T -223 P.006 /006 F -274 footnotes I. Below Grade Walls: When complying by the prescriptive approach, Section 1322; a) walls insulated on the interior shall use opaque wall values, b) walls insulated on the exterior shall use a minimum of R -10 insulation, c) those portions of below grade walls and footings that are more than 10 feet below grade, and not included in the gross exterior wall area, may be left uninsulated. When complying by the component performance approach. Section 1331: a) walls insulated on the interior shall use the opaque wall values when determining Ubr•, , b) walls insulated on the exterior shall use a target U- factor of U =0.070 for Ub , c) those portions of below grade walls and footings that are more than 10 feet below grade, and not included in the gross exterior wall area, need not be included when determining Ao and A 2. Concrete Masonry Walls: lithe area weighted heat capacity of the total opaque above grade wall is a minimum of 9.0 Btu/i • °F, then the U- factor may be increased to 0.19 for interior insulation and 0.25 for integral and exterior insulation for insulation position as defined in Chapter 2. Individual walls with heat capacities less than 9.0 Btu/ft • °F and below grade walls shall meet opaque wall requirements listed above. Glazing shall comply with the following: 3. Reserved. 4. SHGC (Solar Heat Gain Coefficient per Section 1312.2): May substitute Maximum Shading Coefficient (SC) for SHGC (Sec Chapter 2 for definition of Shading Coefficient). 5. Radiant Floors: Where insulation is required under the entire slab, radiant floors shall use a minimum of R -10 insulation or F=0.55 maximum, Where insulation is not required under the entire slab. radiant floors shall use R -10 perimeter insulation according to Section 1341.6 or F 0.78 maximum 78 rr Effective 7/01/02 • • •. z < �W G 0 CO tO tit J � 0 u_ a CO = ° F.. z = 0 0 O N O I- w ▪ O z w 0~ z DEC -29 -03 09:24 4 OLYMPI C ASSOCIATES COMPANY DATE: JOB NO: TO: ATTN: RE: FROIV- Olympic Assoc I ates OLYMPIC ASSOCIATES COMPANY 701 Deader Avenue N., #301 Seattle, WA 98109 December 29, 2003 2002326 Master Construction Jeff Edwards KFC Remodel Tukwila, WA Jeff, This memo is to address the following two issues: 1. Anchorage of interior, non - shear, non - bearing walls: it is acceptable to attach the sill plates of the interior non - shear/bearing walls to the concrete curb or slab with split -drive anchors. The anchors should be installed•no more than 12" from the ends of each plate and be spaced no more than 2' -8" o.c. between. Per the attached split drive data, the shear capacities of the anchors in concrete are adequate to resist the incidental 5psf wall pressure loads. 2. Hem - Fir Lumber: The shear panel capacities are based no Hem -Fir lumber and the loads on the bearing walls are such that Hem -Fir lumber is sufficient to support the gravity loads. It is an acceptable substitution. Please call if you have any questions. For Your Information: For Your Use: For Your Approval: For Your Signature and Return: Original in Mail: YES NO Copy to: OAC — Brad Minogue 0 F D u.":1„-' n 2.003 BUiLONG DEPART WENT Via Mail: Hand Delivered: Other Courier: +206 285 - 4371 T -571 P.001 /002 F -034 B v: Via Fax: FedEx: p:\ltarman mgmr (kfe tukwila new .store) 2002326 ackeorrespondcna'.mrp master cons: edwards 29dec03 anchors and hem fir.doc TRANSMITTAL Seattle Phone: (206) 285 -4300 Direct: (206) 674 -6110 Cell: (206) 612 -4251 Fax: (206) 285-4371 !:mail: mpihl @olympicassociates.com ❑ ❑ Fax #: ❑ Total Pages, including this page: OLYMPIC ASSOCIATES COMPANY 244.6364 4 Split Drive Bolt Anchors Anchor Size (Diameter) , Nominal Stem Length Drill Bit Diameter Proof Test (3000 psi. Concrete) Minimum Embedment Test Load; lbs. 13/16 3/4 1480 3/16 Fl, 1 1/4, 1 1/2, 2 1/2 1/4 1 1/4, 1 1/2, 2, 2 1/2, 3,_3 1/2 1/4 1 925 15/16 1 1/2, 2, 2 1/2, 3 5/16 1 1/2 11600 13/8 12, 2 1/2, 3.3 1/2.6 3/8 1 3/4 2600] 1/2 3.3 1/2.4.6 1/2 12 7/16 115000 1 DEC -29 -03 09:24 FROM- Olympic Associates Largest inVerliory o1 Nuts. Bons. Washers ana Screws - Reaay For Oenvery Split Drive Anchors Groupcodes Represented: DRIVE Part# Example: 3272R This is an example of a Mechanical Anchor. We carry a variety of conventional drilling and anchoring systems, each of which is different in its method of taking the applied load and transferring it through an anchor to the base material. Each type is designed for a specific application. Among these types are Cast - In- Place, Drilled In, Friction, Clamping, Compression, Undercut and Bonded Anchors. ar s ,,Index +206 - 285 - 4371 Tie Wire head style not shown. http:// www. almabolt. com/ online %20catalog /splitdriveanchors.html T - 571 P.002/0O2 F - 034 For maximum shear strength, use these one - piece, heat treated, pre - expanded anchors made of carbon steel. Available in flat, round, and tic wire head styles for use in concrete and stone. Stocked in diameters from 3/16" to 1/2" and lengths from 1" to 3 ". FLATHEAD .�1 PAN HEAD Associated Products: Wedge Anchors 1 Wejits0 I Sept Bolts TapperTM 1000 oo1 Hollow Wall A.L_Ebp.,r_s I Lead Calk -Ins Steel Drp� Tn An , ors 1 Spike® Setting Tools I J,yy_lon Nailins® 12/29/2003 1.134 R . kCV•12-03 C3:4 MV-Oly:0;c !Isioc);:o$ r OLYAIrIc ASSOCIATES COMPANY 101 Di.ed! &yew ir1tj #1Ci Saaltu, W;;I:Iweli 941'R III; (20t)2S5.4200/ for k2t)c, 5f043? Fno 5 aw.v,tiymirottaciale.ont •■.awm■••■.01MI.MOMINevamimm..■■■■ 1,11ku_-_Aivc-*\ 1. tiftemonionemee. I I • PY=D_ • i) ViMi: I INI6 Mint Iv,./1 #2V-293-Ci Th sow P.1;1 • • •••••••••••••••■•■.* At,. • . • • • • • 111.1.1. W. • *•••• •.••••••,* .41 •••••■••••■11r.evielci *. okrr..... ______. •••■■••■•••■■■■•••••■■••••=1—.. .111.11.1•••••■•••••■ RECFWED NOV 1 2:003 13 ,UR.DING DEPARTMENT T-3r1 P 001/00i F-56i . 4 13 L-Ymia 44 - 0 1 ■A\i)F _ AKI4LS CT ■■••■••••••■••••••••■■••■••••■•••■■•••/.//010/ 3 r. 1-0 _ , . , • :t • • 20040120000061 KING COUNTY, WA 0 SALE te ENT'D FEB 0 9 2004 PAGE001 OF 001 0 W W CITY OF TUKWILA � 0 DOCUMENT RECORDING o7 COVER SHEET co I Return Address: cn o w CITY OF TUKWILA g 5 Office of the City Clerk LL, < . 6200 Southcenter Blvd. Cl) _ d Tukwila, WA 98188 H w (206) 433 -1800 Z H I- 0 Document Title(s): (1) Additional Right- of -Wav Dedication LU w (2) Real Estate Excise Tax Affidavit D o O Parties: City of Tukwila, WA 0 F' 6200 Southcenter Boulevard Z U Tukwila, WA 98188 1 — H qO Other: Desimone; Frank, Louis, Frank Jr., & Lisa R. v N Last First Initial o I z 004100 -0525 Company Name (if business) 15036 Tukwila International Blvd. Address Tukwila, WA 98168 City Assessor's Property Tax ParceUAccount Number(s): 0110 20040120000061 CITY OF TUKWIL MISC 24.00 01/20/1 OF 000 ENT'D FEB B 0 9 2004 01/20/2004 08:55 � �� [I� � LJ 1:. KING COUNTY, WA E2013788 State Zip Legal Description: A Portion of the SW 1 /4 of the NW % , Sec. 22, T.23N., R.4E., W.M., (a.k.a.) A portion of Lots 5, 6, 27, 28, and 29, Block 4 First Addition to Adams' Home Tracts, as per plat recorded in Volume 12 of plats, page 50, records of King County Auditor. 003- ZOI 1. Frank Desimone, Lisa Rose Desimone, Frank Desimone, Jr., and Louis Desimone are the owners of Lot A, described as follows: Those portions of Lots 5, 6, 27, 28, and 29, Block 4, First Addition to Adams' Home Tracts, as per plat recorded in Volume 12 of Plats, page 50, Records of King County Auditor, described as follows: j-. z ye w JU O 0 co o co al J = • w w 0 g �.. w z 1— O Z 1— w 0 • C BEGINNING on the Easterly margin of State Highway No. 1 (Pacific Highway South) 23.75 feet Northeasterly from its intersection with the South line of said Lot 5; THENCE South 82° 09' 25" East, 217.81 feet to the Southeast corner of said Lot 6; THENCE South 01° 06' 17" West, along the East line of said Lot 27, 162.36 feet; THENCE North 82° 09' 25" West, 271.80 feet to said Easterly margin; THENCE North 20° 07' 27" East, along said Easterly margin, 165.00 to the POINT OF BEGINNING; EXCEPT that portion thereof conveyed to the City of Tukwila by Deed recorded under Recording No. 20020416003153; Situate in the City of Tukwila, County of King, State of Washington. 2. For valuable consideration, the receipt of which is hereby acknowledged, the owners of Lot A, hereby convey to the City of Tukwila, the additional right -of -way as described on the attached Exhibit "A ". Dated this 30th day of September 2003. Flank Desimone STATE OF WASHINGTON COUNTY OF KING I certify that I know or hay:, signed this instrument in the instr ADDITIONAL RIGHT -OF -WAY DEDICATION ) ss. isa Rose Desimone L is Desimone tory evidence that Frank Desimone and Lisa Rose Desimone it their free and voluntary act for the uses and purposes 1 • Not y Public in and for he State of Washington residing at Kent, Washington My Appointment Expires: August 19, 2006 10750.006.doc STATE OF WASHINGTON COUNTY OF KING ) s s. I certify that I know or have satisfac • ► • - that Frank Desimone, Jr. signed this instrument and acknowledged it his free at , [ '42r the uses and purposes mentioned in the instrument. „ ∎,•.` AON �r - % ti ? 4 x oTARY O STATE OF WASHI COUNTY OF KING I certify that I know acknowledged it his NGTON gie �� ►NN „y, .p NOTARY Vim, • ! U •..••■ f!)- • ; N : PUBLIC - i 41.1.V. j, •••. 8 -S . ” °p WAS '- a,. L% • • •�.� E 1► . ublic in and for e State of Y .4 4 v,s 1PUBUG q'Washington residing at Kent, Washington y,91� QF .. \+ ° :" My Appointment Expires: August 19, 2006 ) ss. or have satisfactory evidence that Louis Desimone signed this instrument and free and voluntary act for the uses and pu • oses mentioned in the instrument. Public in and for t e State of ashington residing at Kent, Washington y Appointment Expires: August 19, 2006 10750.006.doc pd DATED this vfoi day of AU GRANTEE: CITY OF TUKWILA ATTEST: C3 511 Mayor STATE OF WASHINGTON ) ) ss. County of King ) lDec. O n this 22 day of , 20 Q3 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, - personally appeared ■/� M . MAMA t and COt.•Av , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. ROILIA± &AM__ ��• H. Q,q l.1„ 0 et . '991 °N F-1;1°4;-• � 'A r o N4OTARY N' y • t ' S PUBt.\ r h: if litt `% S` 03. print name NOTARY PUBLIC in and for the State of Washington, residing at 6.9.07 1 z' � w 00 co J = co ill w 0 g J LL. Q I I. w Z = I- I- 0 Z I- w O • - • E- w w . r , z = O~ z EXHIBIT "A" LEGAL DESCRIPTION ADDITIONAL RIGHT -OF -WAY DEDICATION All that portion of Lot A of City of Tukwila Boundary Line Adjustment No. L03 -038, as recorded under Recording No. 20030930900012, Records of King County, Washington, more particularly described as follows: COMMENCING at the Northwest corner of said Lot A; THENCE South 20° 07' 27" West along the West line of said Lot A and East margin of Tukwila International Boulevard, a distance of 80.67 feet to the POINT OF BEGINNING; THENCE CONTINUING South 20° 07' 27" West along said West line and East margin, a distance of 45.08 feet; THENCE South 00° 00' 19" West, 8.50 feet; THENCE North 22° 14' 44" East, 42.02 feet; THENCE North 01° 54' 16" West, 11.94 feet to the POINT OF BEGINNING. • --.----- Page 4 of 5 10750.006.doc r c 1' =30' so (o Exhibit `B' I C 'T" A L_`./ I n NO 1'54' 16''N 0 : 11.94' . .ti ti ADDITIONAL RIGHT -OF -WAY DEDICATION N00'00'19 "E 8.50 nT -. L. v I C: File: P: \I0000s \10750 \survey \10750EXH03.dwa Date/Time: 09/05/2003 10:48 Scale: 1 =30 pwallace Xrefs: Scale: Horizontal 1 "= 30' Vertical 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Designed I Drawn CAD For: CITY OF TUKWILA Title: RIGHT -OF -WAY DEDICATION Checked RWG Job Number 10750 Sheet 1 or 1 Aooroved RWG I Date ' 9 /05 /03 I understand that the Plan Check approvals are subject 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. By, Da '' Permit No. ROOF TRUSS SUPPLY, INC. P.O. BOX 53 WOODINVILLE, WA 98072 PnoNe l azsi aaroeoo rnx �azs� aee -eoez xxxx. IMPORTANT xx *x MANUFACTURING OF THE TRUSSES WILL NOT BEGIN UNTIL SIGNED APPROVALS FROM THE CONTRACTOR, ARCHITECT, AND ENGINEER OF RECORD HAVE BEEN RECEIVED. FILE COPY VIEWBOODOV _ NO CHANGES S f 1 MACE TO 7 f (SCOPE OF WORK WITHOUT P ,', 7 Y ti3V L OF TUKW5LA M;' L 3TE: VISIONS VIAL REWIRE A 1%3E''M The above is to ascertain that all parties have reviewed the drawings, thus insuring that the order will be processed with the maximum degree4vtj' 19FuguyiIIAall. APPROVED NOV 25 3E'3 ' NO f LO Job Name: KFC / TACO BELL 15036 INTN'L BLVD. TUKWILA, WA 98160 Date: 11/20/03 PER/v10- c,ENTER Engineer of record: Approved by: Architect: OLYMPIC ASSOCIATES COMPANY Approved by: Contractor / Owner: MASTER CONSTRUCTION Approved by: REVIION NO 1 , ,644/7T /32o/ kF 'Go �1 R c7FTfJk01 NOV 2 4 2 03 Copyright (c) CompuTrus Inc. 3 -2 0/ Z Z • W 6 O 0 • 0 CO ill J 1-- N LI W LQ = O W Z H 1- O L I- Lu U � O - O 1— W W 1- r- 11- o w Z = o 1- • .4 SIZE SPECIE GRADE PANEL(SI TOP CHORDS: - 2x 5 145R 2400F 1- 9 801 TOR CHUMS: 2x 6 MSR 2400F 1- 9 IIlEBS: 2x 4 11SR 1650F 4, 6 -14. 16, 18 2x 6 HSR 165DF 3, 5, 15, 11. 19 2x 6 11SR 24D0F 1- 2, 20 -21 TC MAX PURLTN SPACING 20•OC. VON. Loads as given BC MAX PURLTN SPACING 120 "0C, VON. Caution: Not bearing area requlrenenls, NOM 0E51010413OCED FOR A BO MPH VAND LOAD AT EXPOSURE 'C' TO TOP CHORD CONCURRENT AWN DEAD LOADS. 0 co LUMBER SPECIFICATIONS Scale: 3/16' C- 7x14.5 DATE: 11/10/2003 DES. BY; !O s EU.: 1472081 C -4x6 C- 5x11.9 C -5x9 4 C -4x9.4 C-5.501.941 7 -03-01 11 -04 -11 0,37 T 12 JOB NAME: MASTER CONST� KFC TRUSS SPAN 37'- 0.0' LOAD DURATION INCREASE - 1.15 4 SPACED 37.0' O.C. LOADING LL L 30.0` a0L ( 13.01 ON TOP CHORD -. DL ON 60TTOM CHORD TOTAL LOAD - - TC CONC LLiOL- - TC CONC LL4DL- - TC CONC LL4OL- - TC CONC LL4CL- - TC CONC LL4OL= - TC CONC LLiOL- 20 -00 -01 37 -OD -0D 37 -00-00 II Al 11 wA►wevoa 1. Aram` ar wand a. wd Wiriirj. biYr.a ••••••.....f bawl. 7. BLOW air erad.n artimmear , s4 ba al/Ald.1M Demos N.ta.aat W My■ .Nara anMwdse a.nr.ar... a. 111 esinesameier . b Warm east be Mara mars roan .. 4. N tall from mirth* dawaa t seat on !race rme .M /.rummersi brinr marl b■ datlyd wri waded by doiet r .i samara euYaura. caluuu.a .eau.. r.. r••.••uYIY (wear! Ifiaihs. a. N. r..a1 sneak' S. aped.. any ..nVVert wll.Mw mba.i. ant Mamma o oesylet.,and.tm. ram i.Wd we lora gray ihrilasiin I r m a 1.perra.naay.nrr( a, Ciamrior tans. moon' over rut u.um o no nrp.n.Arly Iva the taaA.atM, Ponape, rhrrnan - brtsottlen at e.npl.nent.. T. This d..yn le Mai wd•Mw1 s. a. M'Mdrwr. an Vaal aware. W 1Mh by U. Min elate *Mrs Wartime W..d Yi i, Nia1 - , a spy of math ma am iuehaul By CompWre Wen rommtl. 16 -63-06 C -4x7.7 75.0 LBS P 75.0 LBS fa 75,0 LBS 0 75.0 LBS 0 75.0 LOS 1 75.0 LOS 1 13'- 16'- 19'- 22'- 25'- 27'- 43,0 PSF 13.0 PSF 56,0 PSF 0.0' 6.0" 0.0" 6.0' 6.0" 6,0' ROOF TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 '.R 1OVQ CITY OF Tlii!Li1 APPOifigii NOV 2 5 m3 � f'i'v f its t) C -5x 1? .9 IS) C -4x9.4 C- 4x11.9 C18- 8x17.9 C -5x 11.9 (S) C- 4x11.9 C-4x9.4 C -4x7.7 C-2.5x4.3 ft ■_ Ak O m - " MP II I I - ; 1 lig= C - 5x41.9 C - 4x9.4 1: -5x9.4 C- 5x11.9 C- 2.5x4.3 C18- 8x11.9(5) C- 7x11.9 W/2x block 9 -0B -14 ANSI /TPI SINGLE MEMBER FORCES 42R0H 7 1- -6570 6 1- O N 1. -3197 W12- -1174 T 2 - - 11167 B 2■ 7067 _ H 2 1-147. 0 W13 - 2 23_ T 3� =13515 9 3� fl399 M 9- W14. -1987 T 4- -14157 8 4- 13652 M 4- -2622 215r 3942 T 5- -14156 9 5- 13130 N 5- 4490 216- -2649 T 6- -13004 8 6- 10942 N 5- -1696 W17- 5059 T 7- -10516 B 7- 7299 W 7- 2371 W10- 167 T 6- -7005 5 8- 2771 W 8- -B9Ia W19- -4299 T 9- 6 B 9- 2771 N 9■ 546 W2D. -77 W10- -842 W21- 0 WII. 1150 LEFT - 3311 RIGHT a 3406 BEARING AREA REOD LSO. INI JOINT 11 5.30 OF / 8.18 HF / 7.79 SPF JOINT 21 5,45 OF / 9.41 HF / 9.01 SPF Far uddiliorlal 4aading Rahrto Ssq .0 1472081 -L1 mnot (1 O This desist, irebared from computer input try A00F TIJ , ScPLY. LIC,..90 D Nato. uri.a ethsrwfss tad: 1. Os.lpn support toads aashown. design conforms to U0C - 7. Daalyn arumarum*. the to bottom chards le be laterally br aced • ?'A:1 ..o and at 1 2'.0• ..c. .ap■oliVely. 3. 2x4 I ct bryy�� or latua� bractrttryy rI wad rim* moron + + 4. Installation or innala the taape.eleARly of Um rs.p,ctiys con(tactc.. S. 0aalen assumes tonnes are to bo sewn in • ran- oorroaua ww,, rnint, and sr. for 'di y .f use. 1. Deaden awumu NH bowing at all supporta shown 91im of wade. if eSCIPS. a tdsgmis drainap• Is ptauided. a. Pt/um shall bs J salad on both facia of trues. and peeped OD 1hA4 cantor linen coincide with palm e nits■ lines. 1. Dish isdlcstca of pinta m Inches. 10. For bolo d n values of flue Compulrue Phu, Irrdlciled by the p44iX C - , ■.a I.C,6.0. R.R. 4211. 11. The Computtla NN Samson Plata is irdicatsd by t4s pesNx 'CN', the designator OBI Indicate■ 11 pa, matrlal is used All ethers are 20 a e. AnVe 6 .3.4 (2L) -F Z W �QQ JU 0 0 w e W= Q u W 2 La c I F. F•- F- 0 ZI- U o u) _ O 1-- W W U f - F - - � 0 z W • CO Z 10 SIZE 2x 6 2x 6 2x 4 2x 6 2x 6 LUMBER SPECIFICATIONS SPECIE GRADE TOP CHORDS: NSA 2400F 007T9H CHORDS: MSR 2400F WEBS; N SR 1650E MSR 1650F NM 24OOF PANEL ISM 1- 9 1- 9 4, 6 -14. 16, 16 3, 5, 15, 17. 19 t- 2, 20-21 TC MAX POPLIN SPACING 20'0C, UGH. BC WAX PURLIH SPACING I25 UOM. Caution Note bearing area requirements. DATE: 11/18/2003 OEM. 9Y: sEL,: 1472081 -L1 4E1 WI E: MASTER CONST. KFC ... "A 1 t Loads as given VIA/N110111 1. %ec 4 i 01404111.44g and Wrnin0 �.r- InMI•NIn/1ylA•.. t. A.ir .1a/..e.r .ma. IMAM ho .Iola i .1.1 °mono/ Moto ARA WiI*.p e...N..t.t u.e.n , elniel .o. �. ta3•.n.r■.•.n o•ob bo.oOn. /a e..l.a•/.firr ono Yon .. 6 N Men/ Nero tabling .M•on% ...d, r.t.nrr.et - / .noon abrwin , ..o.l M d•Win.4 erns MaaeS •1 4 ••x.•(.1 a•.Abar .w.lre. aa•y.in. arrow M r-r.ummlp M ri,+ . H. Food .R..YM M1140 so my o..•.. olio/ ea b.o iartanenl an.•,O !I., Ana al M Val .h..M ant I.. • Pesos down Nolo h.4 M ampedi I. any rnyo.r.'R . . C•rl.,.a,• Poo no 00.41•4 over and maims •• r•*w.amlf I lets ...r.....• Waning. Wyman, and w.ar.l.,.r...r.nr. 7. 1Ni.. f..lw q inrt.lwd ate fort to Os t.M.de,• drip oil %Nh by Ike Inas n.a ...4.t. ki 7..A,r W..d N1o.m.r.11 111',. w1. ..Non .a es.paelr,r es coos mum w.. mad." TRUSS SPAN 37'- 0.0' SINGLE MEMBER FORCES LOAD DURATION INCREASE - 1.15 4 7 1■ -6225 B 1- 0 W 1- -2959 912- -604 SPACED 32.0 O.C. T 2■ -10536 B 2■ 8596 M 2• 0 N13• 1417 1 3- -12955 8 3- 10762 M 3- 6717 1114- -1457 LOADING - 2 T •1- -13950 8 4- 13069 M 4- -2459 41S- 2929 LL( 50,0140L( 13.0) ON TOP CHORD - 42.0 Per T 5.- -11040 0 6" 19616 N 6- 4312 X16- -3322 OL ON 80TT011 CHORD - t3,0 PSF 7 6■ - 13551 8 6- 12334 M 8- -1646 1417- 6202 TOTAL 1.0A0 - 55.0 PSF T 7■ -12177 8 7- 9703 M 7- 2424 410- 146 T 6- -1352 5 8- 4144 M 6■ - 040 419 - 6461 - TC UNIF LL4OL- 300.0 0LF 27' 0.0' TO 37' 0.0' Ty. 30 8 9- 4144 M 6. 070 W20.. -367 ROOF TRUSS SUPPLY, INC. P.O. BOX 532 W00DINVILLE, WA 98072 481 -0900 vent. W10■ -467 1421- 0 M11• 365 LEFT . 3059 RIONT • 5351 8EAR1N0 AREA REQUIRED I50. IN) JOINT 11 4.91 OF / 7,50 NF / 7.22 SPF JOINT 21 6.56 OF / 13.21 NF / 12.69 SPF hO8 [X 6l1efOS Thl ilia len nrSbar.tl dram emmn4.tar Insult by FPOF TAUSS SUPP• Y TM _ ILS O.rmrdNot.., ur4.o.tt.rwb. n•Id: 1. Dorm to .wp•rt ladle ea shown. 2. Iqn conforms to U6C - B7 2. earn.swan.. Ihr to es chants to bi Ia1.r1ly broad �' ..., and 12 t 7' • mM bat .•, .sp•c 04 rn eN M •r bier br r red wham shown • + 01141 1 1M rwp0 • gm a noble _ ee n awatrnes moms . to tos parroy0 w erestenntent. owl a. Daritr ri I Nit "O • it .0 t jppo.' •Assn. mAtrn.r w•iyaA x T7 ��j tro 1 t on Mth /f0a. M Wq. hard plorsd M [ter unlit a, is rt !N. e iti l o o is i O. d 6a. a M m.n w Mr• - . r tM ILt C en••• Ar e•r irYN • data, k.dlwY/ fry IOW Nat* cc are I.C. O. R.N. 42p 11. Tha N.t 0.ctl e1 n Praia 3n l d by tMpolls 'CM 1•a designator t I ndtnt•• 10 4L motored . w Al 1t0N11 ar• 70 grad Myer: 6.3.4 (21.) -F Z Z ' r4 2 '~ W I U U0 _1 W = U' ;1- W Z = F- 0 Z I- uj O ▪ 5 . O I-- W I - F U - 0 .. Z W U= 0 Z V V V 1 LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANELIST __ ___ TOR- Cb4ORQS - -- -- - - - -- - 2x 6 MSR 2400F 1- 9 BOTTOM CHORDS: 2x 6 MSR 2400F 1- 9 NESS: 2x 4 MSR 1650F 4. 6 -14. 16, 1B 2x 6 MSR 165DF 3, 5, 15, 17. t9 2x 6 MSR 2400F 1- 2. 20 -21 TC MAX PURLIN SPACING 32 UON. BC MAX PUALIN SPACING 120 'OC. UON. NOTE OESIGN CHECK ED FOR A SO MPH Y11NO WAD AT EXPOSURE TD TOP CHORD CONCURRENT NRTH DEAD WADS. m C- 7x14,5 = GIN � _i , L 11 -04 -1i c:7-, ` ... ,t 0.37 12 C , -r " r �� C.L U T...1 f...• Gr. 4 ",\ -Y r •r'e ?%';.).;:, : � tr C- 51(17 915) C- 5xi7.9fSy Ci8- Bx17.9C -5x9.4 C -4x7.7 C- 2.5x4.3 C -4x7,7 C -4x9.4 C- 4x11.9 C- 4x71, C -4x9.4 •. USII■ bill■-fi .....II - 11111 1 MLII IIIII.L ......-. ir am.' J ' Scale: 3/16' JOB NAME: DATE: 11/16/2003 DES. 8Y: sea.: 1472082 -4x6 C-5xii.9 C -5x9.4 C- 5.5x11.91S] 7 -03 -01 Loads as TRUSS SPAN 37'- 0.0' LOAD DURATION INCREASE - 1.15 4 SPACED 44.0' O.C. LOADING LL ( 30.0)40L( 13.01 ON TOP CHORD - DL ON BOTTOM CHORD TOTAL LOAD - given - TC CONC LL4DL- - TC CCNC LtNDL- 1;lI;I MASTER CONST. KFC. . "A2" Note: Stagger splices on adjacent members. C -4x9.4 C- 5x11.9 t-4x9.4 C -5x9.4 C- 5x11.9 C- 2.5x4.3 C18- 8x17.9(S) C- 7x41.9 w /2x block 20 -00 -01 37 -00 -00 37 -0D -00 WAegNetu 1. ghat se aenerM..INN aped Mhmf,s M/Na ...I•awdwl er nnt tm. 2. et,N - ,d el...11411 ..ntn.t.r should I. aapds.d .r di s.tma Mo o rd Wools h.l.ta mortsUodon aprons oas. 3. 14 osrprarMs sr* bndn( min M Inn41a4 mho shown .. 4. As 4t sal Iww1utlA,id...na. slush es tNMd.ry .adp..s..N bossing. d..ynr and pra.$dd by d.rnr.1 a.soystet. .bwdrA coohunsue dorm,. rug r..p- ..ap.Ny Tv wuh Mat.. S . INN Iwf dl WS N appllo@ Is shy wmpN•.y WIN d*N ed MatI .l WHIM. 4r• 4•14 01.14, and n h• el.. Avila nor Mad. /Wit Mlle 4NIIIII lull. ►■ $.0•11, mei olo,prl.d- e . c.nipVlr,s has no sorwol .a.. and ...arsoor ,. r.ruun.Mtr ter ur. IMrf+al.r. Mniy, .IM,Mtt rod Inecolla.n.r nnrrn-rt.. 1. This is* I. MrYMd',alms to IM sm4l.l .n..t. mused dt■y ...1 ,ores by On Truss /Ws U.dt.n. bt•e uIns Wood T u ... I211-11•.. ..y M mrh41 toll Its hosiohod by CwlwlM opind.rr1MM 16-03 -08 43.0 PSF 13.0 PSF 56,0 PSF 500.0 LBS ! 17'- 0,0' 500.0 LBS • 21'- 0.0' ( 2 J complete trusses required. Jo1n together 2 ply with 3 "x.131 OIA GUN nails staggered it 12' oc throughout 2x6 top chords. 12' oc throughout 2x6 bottom chords. 12' oc throughout webs. 1' 8 -04 -13 9 -08 -i4 ANSI /TPI 2 7 1- -8460 B 1- T 2- -14310 0 2- 7 •3 -•= 17572" T 4- -10034 6 4- T 5- -16830 B 5- T 6- -1725? 8 5- T 7- -13642 B 7- I B. -8565 B 6- t o- 8 0 9= • ROOF TRUSS SUPPLY, INC. P.0, BOX 532 WOODINVIL.LE, WA 98072 481 -0900 MEMBER FORCES 4NRDH 0 w 1- -4028 912- -1866 0976 W 2- 0 W13. 3868 - 14516" - u"3= -- 9138 - 413= -. -2f 17724 N 4- -3342 915- 5230 17474 M 6- 5842 W16- -3384 13946 M 6- -2228 1117- 6426 9242 N 7- 3268 W10- 202 348e w 6- -1254 W19- -5410 3486 N 2.. 1220 1120- -09 W10- -1112 W21- 0 M11- 1536 LEFT - 4179 RIGHT - 4274 BEARING AREA REQUIRED (SO_ INI JOINT 11 6.69 OF / 10.32 HF / 9.03 SPF .POINT 21 6.84 DF / 10.55 HF / 10.06 SPF For additional boding Rater Eo Sip .1 1472082••11 I EXP1 8 6111;0 .p Thin Qesien 0reoared from computer input by ROOF TRUSS SUPPLY. INC. OS OaMfd Wotan, unFesti ct itwt.e notod: . T.• uyn to•suppe(tlo.Jawshown. • Design conforms to UOC -97 2. Own w owl the to a bottom chord. lo IIdly braced • 2 - e.c, al l t •tJ M W ..c. ..p- ctIvelv. 3. 224 t�tlIpsat Eridpin. or Hemelbrao rscrate4 wh.r..Irwn 4 I 4. Itr/NIWMOf torus 1. tha - .pons/. of the tMpeetivo contractor. S. D rM Comma am MY Na to b. In a non•oatroeivo environment. arid (or `dry oonditian" of w.. 6. Oder ..umu Tull b.arip at on mu quirts down. Shiro or W.yo it rl.GMYV. 7. Dtlrgn median.. *d.quus Waimea& I. tided, S, PI.1wIp� b. located eta.., Ii .. d Iru , and placid w that o.rrt.r Iln.. eal tth ( BII M wit■ mat.+. e oiptu irt4 Zarin In Snaht... i�. For .a I.C. lln valve. of the Garnpvirw Rate, IntNeeNd by the prefix C ", r. I•C.6.0. R.R. 4211. 11. TN(COmpglrw Net Section Plate I. inliclted by On pr.ht "chi', the deagnsbor 11111 Indicate. I I go. mortis! r used, All ethers re 20 q AnVer: 6.3.4 121.) -F Co m u1Fue Inc, r.d>„ Ac tar-ta . oap.m.-r.... COWL/MN wont Z W cc J (..) U 0 N J f=- W 0 2E J Lt. oo = W Z O W U o 022 � 1-- W W U. 0 lit U= 0 Z LUMBER SPECIFICATIONS• SIZE SPECIE GRADE PAMEL(SI TOP MAIM 2X 6 ?LSR 2400F 1- 9 BOTTOM CHOgfS; 2x 6 NSA 2400F 1- 9 HESS: 2x 4 MSR 165DF 4. 6 - 14. 15, 16 2x 6 MSR 16%OF 3, 5, 16. 17, 19 2x 6 MSR 2400F 1- 2, 20 -21 IC MAX POPLIN SPACING 32"QC. VON. BC MAX PuRI.rN SPACING 120 "OC. NON. JOB NAME: MASTER CDNST. KFC.. . "A2 GATE: 11/18/2003 DES . OV: 7,g SEG.: 1472082 -L1 wauNNOws 1. Rawl Sat aa..rdw.w. and Wa.iy. 1.1..aert...Mi . a.1 WWII se. 2. Baths marl armada' .-.lees *wail be aM.ad i/ W SMd Nagar me w•Ulaa tea. eenate.ailen eaa.na..i.. a. t8 +der Web Mrim rat be bSt ,d fw. /,.. �. 4. Al law 11 la... nobtaa dumaa.la wet.. ftlyPIP11111/ .$/ p .•meet 6 1•01+6, nw ttt,. wr,ai tW Ir.44.4 hr van+ d r.'bla ..w.-... Comfit". raw r .w.e , at_ly /ar awi Yuen.. .. Y. t..4 .Aaa■ be mama la ern, eneentwe mob Ow d Invoke ovIL Namur. ar. airman.. mat tr are .M.Mw.y 65.4e p..lr an .letlm broil be 4/.15.4 a •nt ••••.n.. S. 0.newbes be. a. a...kr ever one anemone rompesdbilki Ise km INAa.ra,e, Pa•■•• pine'• Na,.t.dMl., et •••••••••• T. TAY *rip M Milled •dlaw 1. tM ti. L4.r le bum seems .4 MIA k 4h• Ten. Mee beete4. beer..lr• Neel Tr..... Mat1I'. • see el - 644. erU M l.n 1..4 a'T e•....., t7,- ..w-t. TRUSS SPAN 37'- 0.0' LOAD DURATION INCREASE • 1.15 • SPACED 82.0' O.C. LOADING - 2 LL 130.0140L1 13.01 ON TOP CNORO - 0L ON BOrTOK MOO - IO7AL LOAD ■ 42.0 PSF 13.0 PSF 56.0 PSF 'TC CONC LL4DL• 300.0 LOS * I7'- 6.0' 'IC CONC LL4DL■ 300.0 LOS • 21'- 0.0' Loads as given ROOF TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 481 -0900 T 1■ -6024 T 2■ -10146 7 -12414 T M -13236 T 5 - 132236 T 6■ -12126 T 7. -9632 T 6• -6264 i 9. 6 (EFT z B 1- 8 2- 8 3- 6 4- O 6- e 6• 8 7- 6 •- 6 9- ]q 11U414n bren.red fear r v,.nutlar snout by ROOF 1AUS9 SI/PILY. TIC. OS flonoroIbInoo, anima aye rwia titdt I. VoilMn 1. sopped l.4daNshown. m Osslpn conforos to UDC - 2. Doman Matanaa 11io N� aN b.larn chord. to N laterally broom/ e. • .. a al L.. r cooly 3. Ir I MI act lridakq N I. . raeuind when o h. ern . 4. Irr.11i.( a nw VuY l Mario the , t4 ..p. IIisNAd or b. oadw m re commie. G. n Mfuoo n'e to be arem fn a rorreoKwlw roa elw d, ▪ are far - .dry " n of w., S. main a.wne.wal bea*p Y al Nupporta wfvwn. Mtn Of wed . N I 7. a n ayi-a ad' ratadralni"M : 1 It Ial a . o p Yore bw veld* l ii� lose o hu ms, and /�letd as their cantor • OiMb i t if >wr in /w lI f b M Ip,Ct,o;Oda.R ] I U l r Oamsu t i usI.d by tM pra11R 11. �la+t�p�wat� :a [II II) raloat..It pa rrnatera loch. AU aihrii a 2 9 m. NENBER 0 6384 10364 T251B I2236 9646 6550 2480 2480 FORCES K 1- -2870 K 2- • 8 3■ 650• N 4■ -2374 K B- 4122 N 6■ -1566 M 7■ 2266 M 6- -864 N 9- 700 N10. -746 11t1- 1081 2979 RIGHT ■ BEARING AREA REQUIRED (SO. IN) JOINT 11 4.77 OF / 7.36 HF / 7.01 SPF JOINT 21 4.67 OF / 7.51 HF / 7.16 SPF 3011 -1276 2668 - 1650 354 - 2390 41346 145 -3646 -64 0 AnYe ': 6.3.4 (2U -F i Co - lht,[s kec. ma 111101/66 . Pt.a-a... . 0,14.1109N M1a1. /. Z = Z ce Ng 6 J U 00 OD Ca CD 11J J � u- W LL. 00 = W Z �.. H Z W W • 0 O ( : 0 H W H Ll.. 0 .. Z W U = 0 Z SIZE I- ' 2x 6 2x 6 2x 4 2x 6 2x 6 TC MAX PURL TN SPACING I8'OC. UDN. Loads as given BC MAX PURLIN SPACING 120'0C. LION. NOTE: DeSICN CHECKED FOR AAO MPH WIND LOAD AT !EXPOSURE 'C" TO TOP CHORD CANCURR9I T WITH DEAD LOADS. LIMBER SPECIFICATIONS SPECIE GRAVE PANEL IS) -- -- TOP - CHORUS: • - - -•- • - MSR 2400F 1-10 BOTTOM CHORDS: MSR 2400F 1 -10 WEBS: MSR 4550F 6. 6 -16. 19. INSP 1650F 3- 5. 7, 17. MSR 2400F 1- 2. 22 -23 * w /2x block C -5x9.4 1• if C1B- 6x17.9 6-1D -00 13 -06 -04 C- 4x11.9 0.36 Scale: 3/16' JOB NAME: MASTER CONST. KFC DATE: 11/18/2003 DES. BY: /a SED.: 1.472083 LOADING L1 L 30.0$ +0L t 13.01 ON TOP CHORD - 20 DL ON BOTTOM CHORD - 19, 21 TOTAL LOAD • 12 'TC "TC - TC - TC C1B- Bx17.9 {SI C -4x9.4 C -4x7.7 • r CONC CMG CONC CONC zo -0o -o0 11 8 1 II wMINNe k 1, Rand d am I.i.. bad Wbry .oa a.frs wrfrsudafin al mu..a. -- 2. errb. and .MA.. oMnaat •s.rdd N ad.4.4 of sr 0.nant Naha and Wining. baton amw 1M . wwens. 3. Wei somprordba lei bombe e.aa M wax./ .her. Ow= t . 4. N 41a1i form n.Inho.loam. malt u IMrprsnry p•wanw borne. MM b. dMMp•d rind *erlbd by dolma al =now. roam% C.mpnru. a.aaa no n..wlrOW ha o d. blabs. e . 11•4.11 0.44 ba .epee ...ay - m..nart art .hat sy Moan. me laaI..n w u.apl.la, and M no doe should toy toads e row than asap Melt bas p1rd an any asa,pram.d. U . Germs beam amt.' alma and amnia. as nowsbeil M. data r.b4naa amino& +4o MM and btnaary n of amnommnu. 7. ate. redo V h..l bd amM..t I. a. bndtatom an Mar Ninon. at loth by Ow Tana Ilia hativta be im*ng Wa.4 Twain. anon. a win .1 Wtp.lr obi b. Mshtt.d by C.mrwua %a•. re4.•w. TRUSS SPAN 40'- 10.0• LOAD •DURATION - 1-15• +• - • SPACED 32.0' D.C P1. LL JCL. LL4DL- LL•fOL- LL4OL 75.0 75.0 75.0 75.0 LBS L8S LBS LOS B 0 • 14 '- 1 6'- 18'- 20'- 43,0 PSP 13.0 PSF 56.0 PSF 0.0' 6.0' 0.0' 6.0 fi ANSI /TPI SINGLE NEMER FORCES T 1. 34 B 1■ 6145 W 1- 0 T 2- -10030 B 2- 6145 M 2• -19S T 3- =13829 - B - 3W -- TIT !MB =5608 T 4• -15000 8 4- 1 5- -14521 B 5- T 6■ -14517 B S. T 7- -12650 B7. T 8- -9980 8 0- T 9• -6484 8 9• T10. 7 610. L EF T - 9 -04 -13 ROOF TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 481-0900 13974 15033 12814 10203 6759 2549 2549 M 4. M 6- M 6• W1 7- W e- M 9- W10- WSt• W12- 127 5053 -1807 2978 -1093 1123 -362 •591 -540 3171 RIGHT - 3122 4WRDH W13- 1940 W14.. -1375 - Wit; 2862 MI6. -1945 W17. 3930 W18• -2475 W19- 4702 W20• 147 W21• -3954 1122. -04 W23. 0 BEARING AREA REQUIRED (SO, INJ JOINT 13 5.07 OF / 7.63 HF / 7.46 SPF .POINT 23 5.00 OF / 7.71 HF / 7.35 SPF For Mama' bolding Rder to Sp .A 1472083 -L1 1' -7x14.5 C -4x6 C- 5x11.9 C-5x9.4 C -4x9.4 C- 5x0!,9 C- 5.5x10.9 (SI I- C -4x9.4 C -5x9.4 C- 5x11.9 C- 2.5x4.3 C18- 8x17.9 (3) C -7x11 tL 611 0/05 C- 2.5x4,3 40 -10 -00 40 -10 -0D C -4x7.1 C -5x 17.9 (SI C -4x9.4 C- 4x01.9 14 -00-00 C18- 8x17.9 C -5x9.4 -x! This deslan armored Was computer input ry� Moto; aml..p adlerwi.a W.* Ca Puseto amain le w Design conforms to tfBC -97 2. Da rt commas the tab and bottom amnia to ba letarally lu•Crrd •> 3. 21 -0 ..e, nM et 12'•0' o.c. r apemtivelV. 4 moat! b.Idging or Wong brat required whine shown + + tn. poet/Ilatianof tn I. Iti. mapon•Ibillty of the n.peetly. coral Nam 5. Dear a sailM.4 Mond n s to be mad In • norroarrwn..nvmmrrnen4 G. e nd aim wi t bw Lne 41 il l�pnort• mtwrn+. Shim er wedge If 7. pP.uigu aumao d.gwto dr.inp■ r ptoVId.d. t, IP atid b• to e.IW an hu h faces o7 true., and Owed so (hair on G ar eg1n. ,de with Io1nt canter lbw. b. Olbila nimbi .u. of Om in lilies. 10. Pot bola d.MOn . R.R. a v.Iw. 62 ml 11 I s. Comyutrua Plat., trxecated by tn. walk I.C . 0 . N. 11. T • 'C.rnptt ctien ptat. is In4f.a.d by Cu p.flx 'CM' Ow deagnatot I1111 Ind S cates II pa. material I. wee. AP ethos No 2 ga. LW ROOF TRUSS SUPPLY_ zip DS AnVer: 6.3.4 (21) -F i Cam u Inc. a.mL.an.Im m . IMNWM s. Ca.rIm..1.'Wa Z Z W JU '0O 07 uu J = Ui g LL 00 = t.. Z 2C F- O Z I-- U� O N 0 H W W F- H L1. Lid 0 - F. _ O ~ Z u Lum.o, SIZE 2x 6 2* 6 24 4 2x 6 2x 6 SPECIFICATIONS SPECIE GRACE TOP CHORDS: MSR 2400F 60TTOM CHORDS: MSR 2400F MESS: MSR 1690F MSR 1650F MSR 2400F Ti: MAX PUIILIM SPADING BC MAX PURLIN SPACING JOB NAME: GATE: 11/19/2003 DES. 6Y: Iv SEC.: 1472083 -Li PANEL (SI 1 -10 1 -10 6. B -t6. 19. 3 -5. 7, 17. 1- 2, 22 -23 16'OC. UM. 120 UON. LOADING - 2 LL t 30.0140L t 13.01 OM TOP CHORD - 20 DL ON BOTTOM CHORD - lq. 21 TOTAL LOAD - MASTER CONST. KFC .. r "B1 " wASlmOr, t. heed 14 Gonad Melon end Warnings begone se.art,ell.t H.lelar. 7. I. re/ woolen ...b..lw b. ribbed of al annum/ Wolin ad w..Aye .w... -le. e.a.e..e 3. 11•n en ..b bl u aeat Y b,*.a.d•/r.. seethe e. 4, 4711.1.0 Sew reiMN d.,eada ..eh r /•eM•••el< r/ /.mrneel 1N.be. .em b. deIpea .n/ ee..ed.4 by d-rwr .1 w.Irr. ..W,.•. O•ee/•aee t . eopeneMttl /w uMe M.eMa. L Ka bweaa.d/M.reb.d M ..I+..}•.-.1 wee Ow Ml Iowa* ewe beetw.a ee. wa.br., ee4 et 1w 11nN *Mold bet Mai *.etrel Own 18•1n bode b.aea•+te thy - a1► S. emayeftibe I......1M.a■ Owen.* al NotwodNlt br ttr 11••••••••• h••••••• ••■••N ••4 we.111•.tw 7. tee d.Mw b sail*../ &Wee be tlatt.,lleW.a en sW. 4ee1p u M tent by Me Two /bee r.re1HM M•NeeA.e w... V.. --. M••1 • mg*. .1 tll e b eel be t..114144 by C.,IMM• yob r.1u..1. TRUSS SPAN 40•- 1O.Q" LOAD DURATION INCREASE - 1.15 4 SPACED 32.0' O.C. 43.0 PSF 13.0 PET 56,0 PST ROOF TRUSS SUPPLY INC WOO,pIN1i B�}( 532 ILLE, WA 98072 481 - 0900 34 T 2- -10113 T 3• -12759 7 4. -13746 7 5- -13417 I -33415 T 7- -11652 19- -9436 T 9- -6175 T1S- 7 LEFT - SINGLE MEMBER FORCES 1- 5779 M t- 0 2■ 5774 M 2- -193 3- 10356 M 3- -5404 4- o- 6■ 7- 6- 9- 35. BEARING AREA REQUTAEO (50. I5 JOINT 13 4.79 OF / 7.40 HF / 7.05 SPF JOINT 23 4.79 Of / 7.40 HF / 7.05 SPF : f�Gii :.ii :jd:ir:.�:i•7.a.�ratwar 12864 13772 11997 4643 6434 2441 2441 M 4- x 5- x 6- M 7- M 6• M 1110.. 411. 412. 2997 RIGHT • 2996 127 4667 -1656 2625 -946 946 -279 -412 -459 lin(R s snag Tht■ design oreearsd f rill commuter rnnut. by ROOF TRUSS 0 .410( 13 (. rl.r..s4. �.a ►wis nt.d: 1, D UI !II le.d. «,ttown, 2. D tM!! arm b.tt•rn dyads to b. latarelly Wilted a pes 1gt1 pp .a. / a t -0" ex.tnbapy.I 3. 21 Irnrac •rIHO•ttn raouk.*whetsshswn • • q bnatadaMan.1 Mr II N the n contractor. D. Du crl lsaawsuat tollau . on to D. In a M1FtMne rs.tnk.rvn.nt, 4r14 motor 'dry g• tlan•./wn. 6. Doolt• ortimotso tyll Immo M•Nvp,4. asuer..!Miner wd1•it corny. 7. MI *Ire drallrple plsbldad, D. li a la Null a Mb Ja n bal foam at m os. and .f wd' as lh i center D. DII • alt. e1 an In Inaba 10. f.� a Assign ..h.e si Mw °la Pbii . bdlonwl toy d. puns 1 I. 711+.'Ctirnw •„O 4 11 Mw I. tn/,eM.d b she pee/hr • CN' the domistw or CM (e61eMN • gm mw els! taus.+. MI *therm .ra 2 O 4a. M13- 1614 1114. -1229 1115. 2583 1116. -1802 1117- 3564 MN. -2341 1119. 4461 1120. 145 4210 - 3767 1122• -64 423'. a NUPPI Y_ Inc_ OS coAlor.ms to UBC -97 Astor: 6.3.4 (2L) -F CO • 14N•••••••••••••••1 .5 C1UNKI leua. - •••••••••••••••1 Lk) W rx J 0 co o J = W u. Q Z d 1- Z H I-- 0 Z 1- W U 0 O N O 1- * i v LL O Z W • = O ~ z Ili Hi LUMBER SPECIFICATIONS SIZE SPECIE GRADE PANEL IS} 2x 6 ALSR 2400F 1 -10 BOTTOM CHORDS: 2x 6 MSR 2400F 1 -10 WEBS: 2x 4 MSR 1650E 6. 0 -16. i8. 20 2x 6 MSR 1550F 3- 5. 7. 17. 19. 21 2x 6 MSR 2400F 1- 2, 22 -23 Loads as given IC NAM PURLIN SPACING 28'0C, VOW 8C MAX PURLIN SPACING 12D "OC. UON. MOTE: OESICN CHECKED faR A SO 1RPH WIND LOAD ATEI0POS11RE 10 TOP CHORD CONCURRENT 4VTTH MAO LOADS. T C -5x9.4 DATE: 11/19/2003 DES. BY: SEG.: 1472084 -10 -06 -04 0,36 -4,1% i cry Scale: 3/16' JOB NAME: MASTER CONSTI KFC 12 -7x14.5 C -4x6 C- 5x11.9 C-5x94 C- 4x9.4 C- 5x51,9 C- 5.5x11.9 {S) 6 -10-00 C-4x9.4 C -5x9,4 C- 5x11.9 C- 2.5x4 C1B- 8x17.9(S) wJ 2x block f4 -00 -00 C -7x11 a- PImma 6/10/05 C- 5x17.9{5) C19-8x17.9. f:\ C-4x11.9 C- 4x9.4• C-4x7.7 C-2,5x4.3 1 _ ■� _ _ _ �,.Ilaaar� 20 -D0 -00 40 -10 -00 40 -10-00 II B2 II • B2 wAlwlroa I. mead .s chew ese' and wands, emcee s.t..Mr.e.n •!wawa.. 7. Sulfa/ and er •wl.n wwa.d.r should b. N.I,d 0414 0arad Kew aI% wow/me a.br■ 4•n-a aellm aamaansr. 3, US 4n.prwrlw. -4i baits ■wd b■ bwlsl d Maw. sa.ren • . 4. Al Mona Imo MIr.Ilol.l.InarA.lout* w temper, sad P■aw•mnl emit. muA 1. 4ri.M and 1w4•101 by Odom at •rnal•Is alr..erw.. C.yW.I osay...1* •••••r •alt. I.t wi and d, i. lb lent .ta■iYb. welted .. any ••M•n.nt lard abor erasing end faw•a.r4 w .- .la•., and at n. Ilme wafd any I..& yam tlw drlw. knlik is .ryl.f I. any ...wpwanw. w Cw,&Im he. n. ~Ina .. w .a■Yrr....r tayrrAe ll taw m• hb.r.Owr, hrdFr, .I.t.r.rrt wFwManhn el s•r.lbs.,U•I. 7. nes d.rfit Is furnished lubj ..t le u. F.ltailw a.n wt dads,o as tank by tae Tau.. ti 1. Inrthut. WW1*. W.■4T.uar, ItLf•11 - . •40W 41 w13•1 ..Il lb. 11wls4ad W Caaa11ran.. wpm nowt. TRUSS SPAR 40'- 10.0' LOAD DURATION INCREASE • 1.15 SPACED 44.0' D,C. • - - - - LOADING Lt 130 .0) 401. ( 13.0} ON TOP CHORD • 43.0 PSF et ON BOTTOM CHORD • 13.0 PSF TOTAL LOAD • 55.0 PSF iL'f1}Y4h''TlhM °RW,e ! o« ,,r Wc.n;v. - TC CONC LL.OL• 500.0 LeS 0 25'- 6.0" - TC CONC LL+OL- 500.0 LBS B 29'- 6.0" l 2 1 complete trusses required. Jain together 2 ply with 3'x.131 DIA GUN nails staggered at 12' ac throughout 2x6 top chords, 12' ac throughout 2x6 bottom chords. 12 ac throughout webs. Note: Stagger splices on ed)acent members. 16 -11 -15 C -4x7.7 C- 5x17.9 (S) C -4x9,4 C-4x11.9 ROOF TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 431-3900 APIS I /IP I 2 I i- 46 8 1- T 2- -t6276 B 2- T-3- - 19544-• A 3- T 4- -21442 T 5- -21480 T 6- -21405 17- -19696 T 8. -15852 T 9• -10138 T10- B 9 -04 -13 C19- 8117.9 8 4■ B 5• B 6■ B 7- B 8- B 9- 810- LEFT • 4448 RIGHT - 4792 BEARING AREA REOUIRED 150. IN) JOINR 13 7.12 OF / 10.98 HF / 10.47 SPF JOINT 23 7.67 OF / 11.83 HF / 11.27 SPF For additional loading Refit to Sin .* 1472084 -L1 C -5x9.4 MEMBER FORCES 4MRDM 8635 M 1• 0 W13- 1774 0636 W 2• -269 Wt - 196a - 15856 -- - M•3•• =9586 0015 '4048• 19752 M 4- 176 W16• -3230 21506 II 5• 7150 W17- 6274 19920 W 6- -2554 W18. -3930 16226 M 7- 4252 N19• 7420 10378 W 6- -1570 W20- 206 3930 M 9- 1856 M21• -6095 3930 1110• -632 W22• -84 M11• -42 W23• 0 W12- -840 This design oreaeretl from comauter !pout by =IF TRUSS S%JPJLY_ INC. OS Daiwa Notes. unless 9therweefIeted: 1. gawp to rapport Nato aa "hewn. ❑❑s>sigh conforms to U8C -97 1. Nolen aadlm4e the shards r and bo a tt.n M b■ laterally braced at ' 0 •.c. and .t 17•a- o... oa wry, 7. 2x6 lateen brWpmIr1ap or Wend bre ! lad cells:. shown r f } real of I lstion h the r■rpar�ltatI.Y •11 th a raoicCyy/,Ie anaact•r. 6. 0 at . kd a n <IJ WU..Y f. b b. W b a n.n rro.IW c .nvfe.nni, I. 6. 0•ign aolu of use, boating at MA wyp.rL.Iwwn. slim of we* it h.ce 8, Mauls b anb VMS 0 1 bun, a plated a. IMie center Ln a Ins .aide !d td uuz •fin i. 0lopi halloo!. wet. a t plM..14n 10. W bar!. design value. of the Computrus Plata, Indlast.d by the prefix C', ea e.t y up et sec 1n Plat• 11.T le InQI Yu prefix "ON", the ►,. camwt�e Na cy� by daelptutar 1161 indicates 16 g.. mussed !steed. AY shwa we 20 mw AnSarr 6.3.4121.} -F i Co uu m e Inc. www. . •- -,...u.. wannu.sr.at... LUMBER SPECIFICATIONS SIZE SPECIE MADE TOP CHORDS: 2x 6 OR 2400F WHOM CHORDS: 2x 6 MSR 2,00E MESS: 2x 4 1198 1650E 2x 6 11441 1650F 2x 6 NSR 2400F TC NAX PURLIN SPACING 2e - 0C. UPON. BC MAX PuWLIN SPACING 120 UON. GATE: !1/16/2003 DES. BY; 5E0.: 14'72084-L1 PANEL (S1 1 -10 1 -10 6. 0-16. 10. 20 3- 5, 7. 17, 19, 21 1 - 2. 22 -23 JOB NAME: MASTER CONST. KFC f 11 82 11 YLLAINOM 1. 1164 r And M.I6 .n/ Marines bent ..■1.4.0.., ■1 fur... L. WAN. sod ...OA 6,,.1.16 4 all is 4,l..d .1 ssals1 Moir .1.1 timing, MAN, 1--r..rb.1 .w.s6.6a !. l.f •.ny,s..1s. s.i beady r,.1 M b,rdJ.,fw d..a . . 4 ill MlaiI6w moldy dan.$ BINS as Imposter mod p••- e , - , • r■•r4, •I.A be es.h-d .04 p.. 14 by der.- *1.w1■.•..wr■w • sarsln same 16 myssiMolliv be ..r. bnsil.. M. hod should ...NA.44. .4.w..$ ,.,al 1f- r •••••• end esitsws ore esmp11s.. M M One should my Issas gnaw Ihsa 1..o lase b. sosi./ 1s one - sass.,-n. O. &sw♦rbm b1r s. 6...d .. - sal ..wbww Me ra0.lrlbbty M the ~•M and 614ha-1.n.t smalp n , 7. TN. 461e111s %IMAM 1301601.. Y- 113*Mb.. .n Mum /-1.n1 sal ire by lb. Tea- MI.bw4wh MM14./ Woad Tas.-,/111411 asps I !Mei 4 b! fiel■W!+ b C• 1yu4u VP Iota tr. TRUSS SPAN 40'- 10.0' LOAD DURATION INCREASE - 1.15 • SPACED 32,0 O,C. LOADING - 2 LL ( 30.0)1OL F 13.01 ON TOP CHORD - OL ON BOTTOM CHORD TOTAL LOAD - - TC CONC LL+OL• 300.0 LBS 8 25'- 6.0' - 1C CONC LL.OL- 300.0 L89 0 29'- 8.0' Loads as given 43.0 PSC 13.0 PSF 56.0 PSF ROOF TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVIL.LE, WA 98072 481 -0900 T 1• 34 T 2• - 10834 T 3- -13956 T 4. -15270 T 6- - 15240 1 6 - -15236 T 7. -13866 T 0- -11162 i 9- -7164 110- B 2 MEIMER FORCES O I. 5192 W 1- O 41- 6180 W O . B 3- 11206 W 3- O 4- 14106 W 48 8 5- 15314 M S. 6 60 14052 W 6. 6 76 11422 W 7 . O 6 * 7472 M 6- O 9- 2706 W 9- 010- 2706 W10- M11- 912- 0_14 NA., unl.w 1 t v l• naiads 1• Prigs n• n 48. conforms to UBC - 2. Dulll r u b tli'DR .ls M " ttO hiVia M M trar•Ny bId •i 9. . I1Ne1 i ■1 I•MrY le. t Mum shown • • tnt L11■n.f w th■ tap■rrl t� ■ Ul. ►s1pr1Y 1 .M •N.I, 1. D rh�n1t • .J r yu■... . a1■ a ila u■be ti a ra" lsl� ■rwir■ nlTIIl* 1411 f., d d.n- Of U... 4. O D.., n taum•. 33011311 at all ■uppeKs.Mvm. Slim se vow*. W 7. r y .. bd.ywte dnimoo M 4•0144ed. 5. In1a tpY ■I N 1rI,• • •a lut {. tner,ati their cent.• F6. hi bile + ddei y gny 1M wws e 10 i t t ttrom Phis,, indicated by 44 pros l ''. sa t 1 i b1 Wiens* 1 b Ytf■ h m alarial is mei, Mat hi la et Y. 'L . O -191 -8860 12■ Sloe -1821 3010 -1106 1278 -426 -96 -464 MSS 81'0}05 W13- VI A- M15- 81B. W17- WIS. M19- 1120- 121- 122- 123. LEFT - 3193 RIGHT ■ 3399 DEARIHD AREA REQUIRED (SO. IN} JOINT 13 5.11 Of / 7.08 1fF / 7.51 SPF JOINT 23 5.44 OF / 0.39 If / 8.00 SPF 1346 -1998 2680 -2252 4388 -2766 5232 160 -4320 -62 D This drs10n 0re0mws. [roe eoenuter tmQut by ROOF TOMS PIMPLY INC . OS AAV.r: 5.3.1(2U -F m = GV fflhIt!II1 NOTE: 0EDGNCHECKED FOR A HO 'UNWIND LOAD AT MCP OSURE TD TOP 6NORD CONCURRENT wi DEAD LOADS. SIZE SPECIE GRAOE PANEL(51 _TOP_CHORDS:. - 2x 6 MSR 2400E 1- 9 BOTTOM CHORDS' 2x 6 MSR 2400F 1- 9 REDS: 211 4 MSR 1650F 2x 6 MSR 1650F 2x 6 ASR 2400F LUWBER SPECIFICATIONS C- 7x14.5 DATE: II/10/2003 DES. BY; 7,4 1472085 z SEQ.: d, 5 - 14. 16, 18 3, 5, 15, 17. 19 1- 2, 20 -21 TC MAX PURL111 SPACING 16 "DC. UON. 6C MAX PURLIN SPACING 720 "OC. VON. -4x6 C-5x11.9 11-04 - i 1 ' `' r ra ( .:r: ,. , 12 6'3 'c`. ( cf.' �� 0 C -5x 17 .9 (S) C -4x9,4 C -4x7.7 C- 2,5x4.3 a. 5' C -4x3.4 C18-0x17.90) 9 -07-111 Scale: 3/15' JOB NAME: MASTER CONSTI KFC . r a t' C I " TRUSS SPAN 38'- 6.0' LOAD DURATION INCREASE - 1. 't SPACED 32.0' O.C. LOADING LL 1 30.0) *DL ( 13.01 ON 70P CHORD - QL ON BOTTOM CHORD TOTAL LOAD ■ "IC CCMC LLIDL- 300.0 LBS Q 20'- 'TC CONC LL9OL■ 300.0 LBS 0 27'- 'TC CONC LL +DL- 60.0 LBS ! 8'- - 7C CONC LLIDL• 60.0 LBS V 10'- Loads as given C- 5x11.9 16-03-08 C - 4x7.7 20 -00 -01 38 -06-00 38 -O6 -0D WARMO1mr. 1. Roma V 0•41114IN444. and Wrap %MM +■w-r nolon or thew. E. Poirot 404 41111411411i wrtb.ta alr■ OA loo sd4.rd .f of Goer■I Iola fond wormer b■hwwtaaacUan 3. 1a3 for. ptanMn .rob r■abr nor bo luuas4 whit. area ♦. 4. Al Motel Woo motwaa! ■4niM■ ihr s ■■ ta•lalay and P■rewt+r braJr. toual a. der roe. one pr.oadd Soy roltnw ■$ wrnp{r+ sew.,■. C■npnnro ewrw t.rla.r.MW rW ludo boning P . M. had *oar ba rlpd h any wrrrart-ra anti $1a.r i bream! soil kronor no owners. meal no aim. Mold *or I..4. parr Ow seals Oruro Ino Wind to rP wryarnl. O . c.reurtrn bra ti moms! fo.r .nl .aatanr.. rot rrtr•maNty 1.r tar. !amerce ,bennea. rryraan Not e.rtrdprnHwry.notI.. 7. ThY dwn r ttwri hod Kier' to a►. 11111141141441 for b.■■ 4.l iu w robs by S. Dino Plato bar ot. b'rra.ir wood gnaw... H1141'. • copy 41 ■Aort not M hamlrhM by Or ruin ■ yen rear. 43.0 PSF 13.0 PSF 56,0 PSF 0.0' 0 ,0' 0.0' 6.0' C-5x 17.9 IS1 C -4x9.4 C- 4x11.9 9 -10 -13 C18- 8x07.9 T 40 -13984 B 4• T 5. -13995 B 5- T 6■ -13270 B 5• T 7- - 11291 B 7. T B- -8019 B B- T 90 19 B 9- C-5x9.4 Genic Nod.., talk= elharwls. redid: I. °edge to support toads =shown, Design conforms to tiBC - 2. ()salon wunw1 the top and bottom chards to b• 1aterelly brood at 2'•0 ..c. and at 12' ■.e, rog.odwly• 3. l4 Impact bridging Word brad required whale tair • 4 5 r x rta of tor.. r Ih. n.phwribrAY cram r.trsaeSrye contractor, , an e d .I�11 anima L*a.s era 10 ba timid En • Irryc.rr..IW .nvfnurn.nt, 8. Design i sojrms.tuM beating al a aureola shown. !Aim or alma if Noseeary. ?. Design Neuman ad.talate drainage Is provided. !. Plat.s shell b. boogied on both tacos of truce, and placed so tier order nnn_os aoIw d. v4t) Jn o ea Ilrr.. , L OgIU n ln d [ut. art. 01 p In Inctva 10. for ba>rc deefpn vehw of the Compulnr PI.I.. Indreat f by Or prefer IC", tea 1.C.3,0 R.A. 4211. 11. 7h. Cempul ue section PHI.Ia 1Mlpand by t profin'CN', Om dnlpMlor 1183 ardlo.ta 1 el ga. rnMalal le used. All ethers ara 20 pa, C- 7x11.9 ROOF ; RUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 A at lifin ANSI /TPI SINGLE MEMBER FORCES 411R014 7 1. -6357 B 1- 0 k 1- -3017 Mi2- T 2■ - 10771 B 2 67 .38 k 2 0 W13- T 3- - 13109 9 -• ••11005 K'3. •60511 ' 1' 13206 13381 11441 5287 4147 4147 -2512 4410 -1694 2314 -BBB 856 -568 672 M15- 1416- 1r117- N1B- 1f19- M20- 1121- LEFT • 3127 RIGHT - 3237 BEARING AREA REWIRED (SD. If1} JOINT 11 5,00 OF / 7.72 HF / 7.36 5PF JOINT 21 5.18 OF / 7.99 HF / 7.52 SPF -990 2127 -1777 3515 -2424 4626 150 -5114 -181 0 For additional loading ReIII IO Sag .A 1472085-L1 C -4x9.4 C- 5x9 0 8-8x 17 C-5x11.9 C- 2.5x4.3 wf2x block 9 - 14 Otibi 8t1?3rO5 y 1 Thts deaion arenared from commuter lnout by ROOF TRUSS SUPPLY. INC. OS Anver: 5.3.4 (2LI -F Z 1: W QQ � J U 0 OD C -1 _ W 1 � OD = _ d W Z I- 0 Z I- W W ti 0 92. cl W W H H W U= H � Z LUMBER SPECIFICATIONS SIZE SPEcfE GRADE TOP CItOf1DS: 2x 8 MSR 2400F BOTTOM CHORDS: 2x 6 MSR 2400F WEBS: 2x 4 JISR 1650F 2x 6 NSA 1650F 2x 6 NSA 2400F TC NAX PURLI1t SPACING BC MAX PUALIN SPACING DATE: 21/1B/2009 DES. BY: /t: SEa.: 1472085 -L1 PANEL (SI 1- 9 1- 9 4. 6 -14, 16, 10 3, 5. 15, 17, t 1- 2, 28 -21 16 - 11C. UON. 12D •OC. UON. JOB NAME: MASTER CONST. KFC ... 11 C 1 11 IYAIINN(C 1. 11x1 mil donne xMw end MNd,r. Woe ..,r•.,rMn .i slam.. 7.I D.. NASA S,..a...a.. awl&W .aloe' On.d Mom hid Worry. ..low .o.rawotbn •mmr,M. I. 1.I ss..err.i., r..is Y.dy noel Y. 'MAW mMo d,... • 1. Al Id.rJ Iwo. molar/ Amnon our, M a.mewrT • 11 ar•..m I Ir..IM. wuw1.d•.b -•d rot M.d/.+l.ld . M ameba. ..war Co somA.r room M r•Woru•wry roe one, liming. I. N. bad d....ld M owlk lo. soy ..1w..mr unit M rriy.M '.,sloe w arPlbla..,4.i m. Ill Mold .f,r Ir.O par ur, Iwrr Mai N •na.d v .q ..we...m. I. C.nyi ,r M. n. ~one wow. 0.4 Wawa 1w I Ii. r.a.awr..l,war,p •Wore -,l and rdw.,b.m �.*...rr. J. TM. dal.• r •ImM,d s•l.r..,.. 6m11.IMM an Ism dmign. ow Sorel by *- r... PIM. r..lrrr I.•l..4y Wood !m,owa. Is41'. • -71 alp Mtw. i.d I, Compeer. upon memo. _ _ t. tIP l Y)rxAM+ucal,ufNruuaY+;Prf5m4 t TRUSS SPAN 38'- 6.0' LOAD DURATION INCREASE • t.15 t SPACED 3L,0 O.C. LOADING - 2 LL 1 70. 0) +Dr. t 13.01 ON TOP CHOFO - OL ON BOTTON CMORO TOTAL LOAD - - TG CONC LL40L4 60.0 L88 ! Is'- 0.0' - TC CONC LL +DL- 60.0 LOS ! i0'- 6.0' Loads as given 43.0 PSF 13.0 PSF 66.0 PST' ROOF TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 431 -i)?QQ Thu dossiers siren/trout brie ra outor lnutut a wlMd Mass. union allw(•IM musk Davin Is Poston I s s a s a'd ms, ereip 7. o n tnd bah.tn CIWI. to bm Wool IT In laid a pes 3 rt � 1 a . t p a(w• Wr.d� . el�l . s� , o / shown 4 5, aa.u r• t. tl• M a am rP r(mIMM baflm.nt, ono • t.. dry n' ilea Onion T 1- -5844 T 2- -9796 T 3- -11713 i 4. -12196 T 3 - - 12194 T - 11358 T 7- -9566 T 9■ - 78 T 2. 19 SINGLE NEM8E11 FORCES B 1- 0 N I. -2769 8 2• B 3- B 4. 8 5- 6 5. 8 7- 9 111... • 9- 5193 9990 11795 11458 0730 7099 3538 3636 N 2. 0 M 3- 630E N 4- N 5- M 6- N 7- N B- M s. 410- 1141• LEFT - 2997 R CHI • -2297 3935 -1493 1901 -705 434 -455 833 2868 BEARING AREA REQUIRED (60. INI JOINT 11 4.63 OF / 7.15 OF / 6.82 3PF JOINT 21 4.59 OF / 7.00 HF / 8.76 SPF t EXPIRES 6110105_ - 688 1599 -4456 2930 -1 3672 147 -4487 - 177 0 by 1100E 111USi INC. OS conforms to U8C -97 AnVer:6.3.4I211 -F i Com at 'US I f1 c. .MM..i.1Wa m•..no, ar•lar. m 0 SIZE SPECIE GRADE PANEL (S) 24 B MSR 2400F 1- 9 BDTTOM CHORDS: 211 6 FOR 2400F 1- 9 WEBS: 2x 4 NSR 1650F A. 6 -14, 16. lB 2x 6 MSR 1550F 3. 5, 15. 17. 19 2x 6 MSR • 2400F 1- 2, 20 -21 7C MAX PURLIN SPACING 32'oc. UON. Loads as given BC KAX P1fALIN SPACING 72'0C. UDN. NOTE: DESIGN CNEDtt.D FOR A BO MPH WIND LOAD AT EXPOSURE •C'' TO TOP CHORD CONCURRENT WITH DEAD LOADS. LUMBER SPECIFICATIONS Scale: 3/16' 1 C- 7x14.5 y )' y DATE, 11/18/2003 DES. 8Y; SED.: 1472086 ., 1 t -D4 i .1 ■ 8 -07-01 ' f i2 0.37 C- 5x17.9(S) C'4x11.9 C -4x9.4 C -4x7.7 �r C- 2.5x4.3 1 -4xs C -5x1L9 D. 9' C -4x9.4 C16- 8x17.9 (51 JOB NAME: MASTER CONST. KFC,,. "C2" 20 -00 -01 3B -06 -00 38 -06 -00 - 1, dead is e.r.d /Win .d wowing, War..o.nnwd.n of Musa... 2. U4 aai wad Ian menisci .4 d,.,ddII eddied at id OM Kay.. and w_.bo. Wan v-rtnrint wsam. 3. 132 anadnamdah indo busing .rr1 M hNdN ewe rAa.n , . 4. alp I.I.aI }ante n ddind drama I t as nondairy and prr.nanl e.ri,R nuns 4. drlp..d end pntldad by radon of arrpana nn omme. Ca_, .i..l a. Ma..►araW#5 IN oath bade. 0. N. Bud Amid i■ yyp.d be any o■mNwrra ,naa tear d badly rd raN.Wo ta. wr.plara, and at rate dr. eln.tdd any radi r..hr than 4.da. Nada ba nypbd t. arty ..n'.nad. 0. ci,nnpuano Nis n. camr.i ter.. .fl .owner hasps* 1 I.a0,■ taerl..O.na rr ir/. p,aru and inal.4dM et rnaanru.. 1. N. daalori Y aoi,ltad .tel.n to IL. Iladiadani In-a &dem rat WO by dm rrw. IM. Mn1Nn. 3.7nds, w4.d r„mw. NI4er,. met .1 rtid, writ b. tud.hdbyG - Man wpm requan. r. TRUSS SPAN 38'- 6,0' LOAD DURATION INCREASE • 1.15 SPACED 44_0' O.C. _ LDAOING LL 1 30.0) +01.1 13.0) ON TOP CHORD - DL ON BOTTOM CHORD = TOTAL LOAD - TC COi1C LL +OL- 500.0 LOS P 0'- - TC CONC LL4OL- 500.0 LBS I 12'- 4 43.0 PSF 13,0 PSF 56,0 PSF 0,0• 0,0' 1 2 ) complete trusses required, Joie together 2 ply with 3'x.131 CIA GUN malls staggered at 12' oc throughout 246 to chords. 6' oc throughout 2x6 bottom chords. 12' oc throughout weds. Note: Stagger 3 p1bces on ad acrnt members. 16 -03 -08 C -4x7.7 C- 5x17.9(5) C -4x9.4 C- 4x11.9 ANSI /TPI 2 T S. -9426 B 3- T 2. -15972 8 2- - T 4■ -18812 B 4= T 8- -10810 8 5- T 6. -17142 B 6r T 7- -14220 8 7- T 6- -10120 B 8- T 9■ 26 8 9= 9 -10 -13 CiB- 6x17,9 .ardiglia 4 11 a 4 11 . 1.°111111 ..., 1111411111': C- 5x11.9 C -4x9.4 C -5xg.4 C-5x11.9 C- 2.5x4,3 C18- 8x17.9(9) C- 7x11.9 9 -10-14 LEFT C-5x9.4 Thi +�l.Tii9tL _frflfrlSPrl1+}fL+1011■1 by ROOF TRUSS SUPPI Y INC. DS General /imam, unions ptherwlee noted: 1. catkin to support toads re show,. Design 2. omega assume. the tog and bottom cherde to be taktelly braord 2' . .a o.e. and 12'•0' r..pat s, 2i4 Impact br>4 Cr latever bream reid fr *Mrs ahmwn + + 4, Inoio� nation of Millais the ree'valM"Irly et the CYpactrw congretOr, 5, Derlpn► aeeumea trusses are to be used In • notrwrowve wwuonmem, and rp lot 'dry cardigan' pi us., 9. Dodge ewmnr lull buerdng et tell rmpmtt. shown, B1im OT wedge H necessary. 7. D■elpn ammo edequau drainage r QrovIdad. B. Plats. shall Weevil/ea both - roes r or cause. end pieced so 1Alir pater liner coincide YOth feint center lime. 1. Dlgha ✓dNYr • plot. N indite. For 1u , c truism vafuse el the Cempulrtr. Plate, indicated by the prehx •C', air I.C.i.O. R.R. 4211. 11. The Cornputrur Net Bacbon Plots la Ndmalyd btyu Iha prolix 'CN' Vie deelpre1or 119I1ndloetu 15 ga. malarial is used. All viten a.a 2 0 g. 0 ROOF r - AUSS SUPPLY, INC. P.Q. BOX 532 WOODINVI1 LE, WA 98072 y y r conforms MENDER FORCES 4NRDIf 0 N 1- -4442 W12. -1454 9994 N 2- 0 WI3. 3106 '116322 - 18172 1414■ ' 2 'f 18850 N 4r -3735 415. 4488 17312 N 5- 6548 M16■ -2994 14484 N 5- -2536 W17- 5750 10450 N 7- 2652 WIB■ 204 5306 N 6- -1002 1 -6544 5306 4 9- -62 W20- -244 410- -592 421- 0 W1t■ 1700 4599 NIGHT - 4162 BEARING AREA REQUIRED tag. 111 JOINT 11 7.36 OF / 11.35 HF / 10.82 SPF JOIN! 21 6.66 OF / 10.28 HF / 9,79 SPF ONO. 2: 6000.00 LBS DRAG LOAD. SEAWALL 22.00 to 38.50 TIE TRUSS DESIGN ASSUWES UPIIFDRM SMEAR TRANSFER RANSFER For additional loading Rafe to SKI .1► 1472086 -L1 EXPIRES 6118x05 to U8C -97 AnVer: 6.3.4 (3L1 -F i Com 1.1 her Inc. aa.a,...cn.we , o.,r..tan.. torrtna. war( Ms Z = - Z c QQ J U 00 U CO -I_ � LL. W 0 LL Q co I W Z = ZI- 11.1 w U� 0- 0 I-- W W .• Z W U o~ Z SIZE 2x e 2x 8 2x 4 2x 8 2x 6 SPECIE GRAVE PANEL 1S1 TOP CHORDS: NSR 2400F 1- 9 00TT0N CHORDS: MSR 2400F 1- 9 WEBS: NSR 1690F NSR 1650E NSR 2400F SIZE 2x 6 211 e 2. 4 21 6 2* 6 LUMBER SPECIFICATIONS IC UAX PVALIN SPACING 32 UON. 6C MAX PURIM SPACING 72'0C. UON. LUMBER SPECIFICATIONS SPECIE GRADE 70P CHORDS: NSR 2400F SUTTON CHORDS: NSA 2400F BE8 5` NSR 1650F NSR 1650E NSR 2400F TC MAX PURLIN SPACING 32'0C. VON. BC MAX PURLIN SPACING 72'0C. UON. 4ATE: 11/18/2003 DES. BY; SEO.: 1472086 -L1 4, 6 -14, 16, 18 3, 5, 15. 17. 19 1- 2, 20 -21 PANEL IS/ 1- 9 1- 9 4, 6 - 14. 16. Se 3, 5, 15, 17, 19 1- 2, 20 -21 -r- t t Loads as given IJOQ MIME: MASTER CONST. KFC ... ° C2" 1. Rod M Gondol Now an W.+y IOW* e.Ma v Blot N Woos. 2. 114140 and r•ed■h ..nlr■el.r dhW I1.■ d./..d 41 ■1 O N■NI Nr towing. baron aUN.N•e.• rwre-t•r. 3. ,17 Mn•rmio re. M4,4 ru.4 a■ •o1411.1 •11d• down • . 4. A• Wand toad radioing downs mull ■rl.hreewl 1144 ammo ovtM awl be d.lrM rod poot4.1 eq d.A••a of ■.rteb.. a.erarr, Ca -!dawn e.•rrna■ it. nom M •N. Meat•. b. N• ed+woad M WOW as for r.nya•rA rag alto NI borate .nd Patens we .M Wale, end al no P. *.44 •t7 Nab fTaom that dWen Orr 111 a. MOO 1. my roar: -,t O. Coopfino hot no room .rr and .aut■r.r r eni l4y for lb• taMMMlrn. bare•:•. d ignon' N In.d doi el amp ansnit. 1. mil &My.l. Pen woa-d . W linoidloa w..ruo .•d•,a rot ht+b by a. Th•. PIA. brawn V'■nJy W..4 Tne .. ■ab1'.. MY N udtiel -.1M MnY„d •r o.••.b,• IN•••Nat. TRUSS SPAN 38'- 6.0' LOAD DURATION INCREASE - 1.16 I' SPACED 32.0' O.C. LOADING - 2 LL 1 30.0) 40L T 13.0) ON TOP CNDRO - OL ON BOTTOM CNOR1 • TOTAL LOA - 'TC CONC LL40L- 300.0 LBS P B'- 0.0' 'TC CONC LL40L- 300.0 (.65 I 12'- 0.0' TRUSS SPAN 38'- 6.0 LOAD OURATION INCREASE - 1.15 • SPACED' 32.0' 0.C. LOADING - 3 LL t 30.0) 40L ( 13.01 ON TOP CHORD - OL ON BOTTOM CHORD - TOTAL LOAD • - TC CONC LL +01L■ 'TC CONC LL +DL. 60.0 LBS B I 8000.00 LBS DRAO LOAD. SIEARNALL 22.00 to 38. t FTf' T USS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 491 -0900 OP t7 Loads as given 43.0 PSF 13.0 PSF 56.0 PSF 43.0 PSF 13.0 PSF 58.0 PSF 80.0 LBS 4 8 0.0' T 1- -6642 T 2- -11210 T 3- -13232 T 4+ -13374 r 6- -13372 16• -12235 T 7- -10186 T e- -7280 T 9• 18 JOINT JOINT 2 9 9 2• 8 3- 81 4- B 6- B 6- 8 7- B a- ▪ 11. MEMBER O 7042 11472 13314 12356 10368 7496 3812 3612 LEFT - 3260 1RIBHT • 2994 BEARING AREA REQUIRED ISO. IN) JOINT 11 6.20 OF / 8.03 HF / 7.66 SPF JOINT 21 4.79 OF / 7.39 HF / 7.04 SPF 2 NH18ER FORCES 11- -5644 8 1- 0 M 1• -2784 412- -884 12• -9784 8 2- 6192 M 2- • 013• 1896 T 30 -11712 8 3- 9990 N 3- 9306 014- -1456 T 4• -12196 8 4- 11794 M 4- -2296 616- 2930 T 5- -12194 8 5• 11456 N S• 3034 11180 -2004 T 6■ -11358 B 6- 9730 N 6- -1492 W17- 3872 T 7- -9566 8 70 7099 W 70 1900 418• 148 T 8- -aam a e- 3636 w 8- -704 M19- -44a8 T 9- 18 8 9• 3638 N 9• 434 V20• -176 NIG- -454 V21- 0 W11. 832 LEFT ■ 2897 RIGHT - 2668 BEARING AREA REQUIRED ISO. II 11 4.63 OF / 7.15 IF / 6,82 SPF 21 4.59 OF / 7.08 IF / 6.75 SPF T1112 da Ion oranarart from camnutxr 1noltt by ROOF TRUSS SUPPLY_ INC. OS Naltr, wIM� ftN �rwb• not■d: marN•re o . ar .n.. conforms to LJBC -97 2. •■+ .al$ d 41wIl a 1■ and m dt�N• to M Iteraf y brae d bblpn conforms 2_'.4 • .4 • M C ...,. •.d. YM IN 2. Setsbnpaat Ilj dItra rq r■ lutt.d whWudfown • t 4. lro,ale lrh of . tf.e re•�erta, aiRT • Oa n•p•adw rflWacI•r, S. Dale awn Inawa■ an • b.e In a nosoranittonsrinnoronont, and as for 'dry condition' e1 u. S. Vas n ■.•rho. hrf MrYy at LI al,P•rto alumni. Pion or wales if �ay�'ulnM .ems sae�..poe. At•M, •, g1 rNM M:i git •n Mlh Ist>N d1 Im , d red Placed •o 1Mk a•rflr Iglai e e.M fi it ga grror.. to. f« .i - boom d.•r. yam, of the C•arrvu• Moo, indieated by dos pit 1 TC *. r l..Gf R.R.S. 4211._ U. T. erf y� ar 'CN• th■ dealdnaat ll j ri 1V *a mIe Ired d S er NI are �0 0a. FORCES N 1- -3134 N 2. II N 3- 7160 • 4• -2824 W 6- 4664 N 6• -1770 N 7. 1934 w e- -728 N 9- 52 1110. -435 1111. 1152 N12• -1018 V3!- 2184 614. -1600 MI5. 3194 MI5- -2142 017- 4118 018. 148 W19- -4702 M20■ -176 1121. 0 An Ysr: 8.3.4 (31.1 -F z O CO CT i CompuTrus, inc. Manufacturing • Engineering • Computer Systems \ q -1 ; >Readall General Notes and Warnings before construction of trusses. 2. Builder and erection contractor should be advised of all General Notes and Warnings before construction commences. 3. 1x3 compression web bracing must be installed where shown +. 4. All lateral force resisting elements such as temporary and permanent bracing, must be designed and provided by designer of complete structure. CompuTrus assumes no responsibil- ity for such bracing. 5. No load should be applied to any component until after all bracing and fasteners are complete, and at no time should any loads greater than design loads be applied to any component. 6. CompuTrus has no control over and assumes no responsibility for the fabrication, handling, shipment and installation of components. 7. This design is furnished subject to the limitations on truss designs set forth by the Truss Plate Institute in "Bracing Wood Trusses, HIB -91 ", a copy of which will be furnished by CompuTrus upon request. GENERAL NOTES, unless otherwise noted: 1. Design to support loads as shown. Design assumes the top and bottom chords to be laterally braced at 2' -0" o.c. and at 12' -0" o.c. respectively. 3. 2x4 Impact bridging or lateral bracing required where shown + +. 4. Installation of truss is the responsibility of the respective contractor. 5. Design assumes trusses are to be used in a non - corrosive environment, and are for "dry condition" of use. 6. Design assumes full bearing at all supports shown. Shim or wedge if necessary. 7. Design assumes adequate drainage is provided. 8. Plates shall be located on both faces of truss, and placed so their center lines coincide with joint center lines. 9. Digits indicate size of plate in inches. 10. For basic design values of the CompuTrus Plate, indicated by the prefix "C ", see I.C.B.O. R.R. 4211 11. The CompuTrus Net Section Plate is indicated by the prefix "CN ", the designator (18) indicated 18 ga. material is used. All others are 20 ga. General Notes: ■ 0 Bracing to top and bottom chords not required, provided the chord members are braced throu • h • ut their length by continuous sheathing. ROOF TRUSS SUPPLY, INC. P.O. BOX 532 WOODINVILLE, WA 98072 481-0900 EXPIRES 6110/05 :.; ,....:...r..•......,...,,,.... ,:......-....... _... _...... _...- Ill .. .•rs1a . Y'�:' ► M+ J+.. �w.-. s,,..-< a-..-......,,,...... rax. Mx�.' 3+ �+ Y r «;': ' v t7tdx „ ' . t . J»,u:: r. :ct s " a :�.3J� s; qr CO) loci Ei i NAI L•I 71-2.1.355 Top c1-1012V To'SLocKl- (2') i6/4 -D12-1124,114A To T12ti35 YE1z.. W E� (3)1044 0 3►DE� ' 2A4.0t2in61I14 � "' SptIC 2)(4 1( 2o" NW) qOOF. TRUSS SUPPLY, INC. P.O. BOX 532 • WOODINVILLE, WA 98072 481 -0900 • 2,C4 2xq- CohIT 1k pPGT LAIErZAL pjl211v411JG • ) raw- LOGATI Ohl G. 244 crioss O.TA1 (2)(od T.0. N. fStiu.l.o::'l:ct . wt. "a's•.'rli. uh.::r:;: a +�z:J 4 fl2. JSS SFAGE12 e 2 (IYP.) ry , 111 vic 6 _ _10 .0 0 co W= • J ( LL. W 0 ' Q. = a I- z � w j Q: r S'., .0 W W Z. O ~ Z FcS REPORT'' ER-4211 Reissued January 1, 2003 ICBO Evaluation Service, Inc. • 5360 Workman Mill Road, Whittier, California 90601 • www.icboes.org Filing Category: FASTENERS —Steel Gusset Plates COMPUTRUS TRUSS PLATES COMPUTRUS, INC. 10370 HEMET STREET, SUITE 200 RIVERSIDE, CALIFORNIA 92503 Copyright ® 2003 1.0 SUBJECT CompuTrus Truss Plates for Wood Trusses. 2.0 DESCRIPTION 2.1 General: contact area, based on species, on the orientation of the ate,. teeth relative to the load, and on the direction of load relative to grain. Design for lateral resistance must be in accordance with Section 11.2.1 of ANSI/TPI 1 -1995. Table 1 provides allowable lateral loads for the truss plates. 2.3.2 Tension Resistance: Each CompuTrus truss plate must be designed for tension capacity, based on the orientation of the truss plate relative to the direction of load. Design for tension must be in accordance with Section 11.2.2 of ANSI/TPI 1 -1995. Table 2 shows allowable tension loads for the truss plates. Additionally, the net section of the truss plates for tension joints must be designed using the allowable tensile stress of the metal, adjusted by the truss plate tensile effectiveness ratios shown in Table 2. 2.3.3. Shear Resistance: Each CompuTrus truss plate must be designed for shear capacity, based on the orientation of the plate relative to all possible lines of shear. Design forshearmust be in accordance with Section 11.2.3 of ANSI/TPI 1 -1995. Table 3 shows allowable shear loads for the truss plates. Additionally, the net section of the truss plates for heel joints and other joints involving shear must be designed using the allowable shear values for the truss plates, adjusted by the shear resistance effectiveness ratios shown in Table 3. 2.3.4 . Metal Plate Reductions: Several allowable -load reduction factors for the metal plates, when they are applicable, must be considered cumulatively in the design of truss plates used in fabricated wood trusses: 1. Allowable lateral resistance values for the CompuTrus truss plates must be reduced by a strength reduction factor, QR, shown in Table 4, when the plates are installed in lumber by means of a single -pass, full - embedment roller system having minimum roller diameters equal to 18 inches (457 mm). This reduction does not apply to embedment hydraulic - platen presses, multiple roller presses that use partial embedment followed by full- embedment rollers, or combinations of partial embedment roller presses and hydraulic - platen presses that feed trusses into a stationary finish roller press. When trusses are fabricated with single -pass roller presses, the calculations for the truss design submitted to the building department for approval must specify the minimum diameter of the roller press and the appropriate strength reduction factor from this report. 2. Allowable lateral resistance values for the CompuTrus truss plates must be reduced by 15 percent when the plates are Installed on the narrow face of truss lumber members. 3. Allowable lateral resistance values must be reduced by 20 percent when the CompuTrus truss plates are installed in lumber having a moisture content greater than 19 percent at the time of truss fabrication. , i. The CompuTrus Truss Plates are flat steel plates designed to connect wood truss members. The plates are manufactured from galvanized steel and come in various lengths and widths, and have integral teeth that are designed--to laterally transmit load between truss wood members. Plans and calculations must be submitted to the building official for trusses using truss plates described in this report. 2.2 Materials: The CompuTrus truss plates are punched from No. 18 gage [0.0454 inch (1.15 mm) base metal thickness] and No. 20 gage [0.0375 inch (0.95 mm) base metal thickness] G60- galvanized sheet steel complying with the mechanical requirements established in ASTM A 653 SQ Grade 33 or higher. Each plate has 9.4 teeth per square inch of plate; each tooth is approximately 1 / 3 inch (8.5 mm) long and approximately 0.106 inch (2.7 mm) wide. The teeth are • punched In pairs, with each pair spaced 1 / 4 inch (6.4 mm) on center along the width of the plate, and 0.85 Inch (21.6 mm) on center along the length. Alternating rows of teeth are staggered 0.10 inch (2,5 mm) from adjacent rows. The "CN" series plates are identical to the "C" series plates, except that every third row of teeth is omitted. Plates are 0.85 inch (21.6 mm) in length, and are available in widths of up to 12 inches (305 mm), in 1 / 2 -inch (12.7 mm) increments, as required by design. The plates are applied to truss members in pairs, with one plate on each face of each joint, using a power press constructed in accordance with the manufacturer's specifications. See Figure 4 for details of plate dimensions. 2.3 Allowable Loads: Tables 1, 2 and 3 provide allowable lateral loads, tension loads and shear loads, respectively, for the CompuTrus truss plates. These values are based on the National Design Standard for Metal Plate Connected Wood Truss Construction, ANSI/TPI 1 -1995. A copy of the ANSI/TPI 1- 1995 standard must be supplied to the building department when this is requested by the building official. 2.3.1 Lateral Resistance: Each CompuTrus truss plate must be designed to transfer the required load without exceeding the allowable load per square inch of plate g& REPORTS' are not to be construed as 'wanting aesthetics or any other attribute not specifically addrtsse4 nor are tMv to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by t ®O Elcluatlon Service, Inc.. express or implied as to any finding or other matter in this report, or as to any product covered by the report Page 1 of 5 eto • • c,44 tN4 01= cra NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 • 1... O L Y M P I C ASSOCIATES COMPANY STRUCTURAL CALCULATIONS ALE COPY KFC / Taco Bell Tukwila, WA Du1,1>S4C4/ .FAC•{c-Arr.. • OAC Job No.: 2002326 Date: ;VISION N0. CITY OF TUKWILA APPROVED FEB 1 0 2004 II��//� AS 20 IL�7 BUILDING DR. I Th CIT OF TTUKWILA JAN 3 0 ?i .t PERMIT CEA I-z"i Z W QQ J U U 0 W = u. al Q � Q LL Q con = a W z = W • W o si2 w w o z w U 2 0 ~ z O L Y M P I C i/111111 ASSOCIATES COMPANY 701 Dexter Avenue North #301 Seattle, Woshington 98109 Tel: (206) 285.4300 / Fox: (206) 285.4371 Email: olympic@olympitossociotes.com www.olympicossociotes.tom CLIENT: PROJECT: DATE: SUIJECT: r /`' -4- r S (0.3e 6 a) 1 w _ 0, vi ,s I/U - - Eq. ( •s-')(AL1 t /c(2 -05g = 2-7 7 1 w 1 N fl Go &FF oo6Z (1.$)(fG.z. ('!.a) = 13.Z ‘ = LflNH &cr(orL s �-� = 64 ( - . 5 ( ?)( 4 )" 1PIb FOk=-.E (14-.$)(1 _2- t Oot (i�7zO z, 1z-3 aZ( 17...p Z� (t%33) 4,7; = 1j�.75�IZ� )s b 1 4 - r - ca- 18 7W II, 17:67Z lb .4____ eo ft/120 LS r 701 Dexter Avenue North 1301 Seottle, Washington 98109 ♦ lel: (206) 285.41300 / Fox: (206) 285.4371 E•moil: olympic©olympkossociotes.com www.olympicassociates.com O L Y M P I C ASSOCIATES COMPANY CLIENT: PROJECT: DATE: SUBJECT: rr � Fr p.. 4L35 CL I/5 V 1 - LL CU) - F:cP °rc ,4i oNI ESC 14 'jots 3 " 6/c. v' F - N4ILS Vkw-3 3 (1.33 = 7 16 /H 4i L. 5� 16 /uP ZD ( ' 6// 16/oLr i aN t ft 3o 101 Dexter Avenue Noah 0301 Setae, Washington 98109 Tel: (206) 285-4300 / fox: (206) 285-4371 find: olympic@olympicossociotes.com www.olympicossociotes.com OLYMPIC ASSOCIATES COMPANY CLIENT: PROJECT: DATE: SUIJECT: 7su 14 ) 1 L4 14F 1 75 • 1 : 2-9 IC) 14-- ?so V-1) rz. 1 - -0 /L. ' Pc I crin •`•-/ z ( .53 ci 00. 4-F C 7- IO ■ I) g4 7r) I 7 • ' ( , ('C' c.' • - (2 ( 114 ISA •• 3 .. t_t Mob D. 0 0 L-)( - 1) t-c-1 , 1-1- ' 7 ' 44) ' ;ck-t.b )ik r — i — 777 ti.s.r lc 1 ga S oc k e, O L Y M P I C ASSOCIATES COMPANY 101 Dexter Avenue North 0301 Seattle, Washington 98109 Tel: (206) 285.4300 / Fax: (206) 2854371 Email: olympaolympicossotiates.com www.olympicassociates.com J / - F 1.4 t ,. —L c r s•+..,i r n ,fir l o J ->�'p4 OO SUBJECT: CLIENT: PROJECT: 1 - . l'�' 1 1 - DATE: r, ,' • r • T' S ' •, t .' • \ . . • P • ' ` • ,--, (0,e,:eX0,zes) - ,D �� v - ?g, f ; :r ✓'— ,57 3'7 4_ 1 sozso Jb -�'°I- 10 -01 -2004 BRAD MINOGUE 701 DEXTER AV N, #301 SEATTLE WA 98109 RE: Permit No. D03 -201 15036 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 -431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writinj and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/19/2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D03 -201 Bob Benedicto, Building Official 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 rakl OLYMPIC la4 ASSOCIATES COMPANY O L Y M P I C 701 Dexter Ave. N., #301 ASSOCIATES Seattle, WA 98109 COMPANY DATE: JOB NO: TO: FROM: RE: September 9, 2003 2002326 Stephania Spencer Brad Minogue KFC Taco Bell Tukwila Revision submittal in response to Public Works comments and planning Design Review conditions for pedestrian plaza. Also included is response /re- submittal of the boundary line adjustment application. We are providing 4 sets each of the building permit drawings and the boundary line adjustment drawings. Included are 3 copies of the technical information report and requested specifications. For Your Information: For Your Use: For Your Approval: For Your Signature and Return: Original in Mail: Copy to: document I El YES ❑ NO ❑ Via Mail: Hand Delivered: Other Courier: Total Pages, including OLYM By: ❑ Via Fax: 0 TRANSMITTAL Seattle Phone: (206) 285 -4300 Fax: (206) 285-4371 E -Mail: bminoguc aoIympicassociatcs.com Fax #: is page: SS FedEx: ❑ rad Minogue, AIA IATES COMPANY Z w 6 UO (o o = w J 1 W w? c0 a Hw z � 1— 0 Z w 2 0 . W W V-- F" — O . tii U N F- O Z August 29, 2003 Mr. Brad Minogue Olympic Associates 701 Dexter Avenue North, #301 Seattle, WA 98109 Dear Brad: City of Tukwila Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D03 -201 KFC/Taco Bell —15036 Tukwila International Blvd This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Fire, Planning and Building Departments 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 throuel: the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -201 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: August 19, 2003 PROJECT: K.F.C./Taco Bell PERMIT NO: D03 -201 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179 if you have any questions I regarding the following comments. 1. A reduced pressure principal assembly (RPPA) with a hot box is required for premises isolation on domestic water supply, downstream of the existing permanent water meter. Please show backflow device location, size, manufacturer and model number. Submit a catalog sheet of proposed backflow. Power supply shall be provided for the hot box. 2. Second page of D03 -201 permit application indicates fire sprinklers at the kitchen hood. A detector double check valve assembly ( DDCVA) is required for your new fire suppression line. Please show how water will be provided for the fire suppression system and show location of the proposed backflow device. Is the proposed DDCVA located in an underground fire vault outside the building or will it be placed inside the building? On your plans please specify size, manufacturer, and model number of the proposed backflow assembly and submit a catalog sheet. Please note that on the new fire system design, the backflow prevention device plans must be stamped, signed, and dated by a Level III certificate of competing holder and by a Washington State registered professional engineer. Development Bulletin #10 is attached for reference. 3. Public Works cannot proceed with the review of your proposed storm drainage system since your Technical Information Report was submitted incomplete. The sizing of the proposed water quality vault and conveyance system are missing. Figures 3 and 4 are not legible since they were copied folded and do not represent full plan sheets. 4. As mentioned in the Public Works fax dated July 24, 2003, addressed to the applicant, a separate building permit is required for a new water quality vault. Sheet Cl of 6 indicates vault location 8.5 feet north of the south property line. The plan also shows an existing 24" storm drainage pipe that runs parallel to the south property line. Please have your geotech engineer evaluate if the 8.5 foot distance between the newly established property line and the proposed vault to assure that the integrity of the existing 24" storm drainage pipe will not be negatively affected during vault construction. After vault placement, is there adequate space to assure proper storm drainage pipe maintenance /rehab without adversely impacting the adjacent property and the vault? 5. Is the pillar sign going to be removed since it is not shown on sheet Cl of 6. 6. Proposed new fire hydrant shall be moved north and be located approximately 15 -20 feet north of the driveway edge. Public Works Department Comments •�.r.+i ..,..w.'�L..uu...Nuws+ltA:Ya+:. ' Page 2 D03 -201 7. Show recently installed power vault and electrical MH in the right of way. Label existing sewer MH in the right of way. 8. Please show and label the 30 foot wide ingress /egress easement between S. 152 St. and KFC/Taco Bell property. 9. It appears that additional right of way needs to be acquired from the property owner to accommodate future sidewalk along Tukwila International Blvd. Perteet Engineering, Inc. street plans sheet numbers RS -1, RS -3, P -1, A -1, C -1 and L -1 are attached for reference. Please verify correct sidewalk alignment and proceed with additional right of way acquisition. Applicant shall prepare all necessary documents (warranty deed and exhibits) for Public Works review and owner's signature. 10. Since the Tukwila International Blvd. project will install frontal improvements along KFC/Taco Bell property in early spring of 2004, the applicant shall construct two (2) temporary asphalt driveways between the parking lot and the edge of Tukwila International Blvd. asphalt roadway. Please note that the two (2) new future concrete driveways will be built per City of Tukwila modified commercial driveway detail RS -9. Driveway will slope 2% towards Tukwila International Blvd. Please provide spot elevations at the back of future concrete driveways. Applicant shall contact Mr. Ronald A. Cardwell, P.E., Project Manager, at Perteet Engineering, Inc., at 253 -984 -7138 for coordination and assurance that the same vertical datum is being used for both projects and that the grades at the back of future sidewalk and driveways are correct. (P:Iaurie Admin/Joanna/Comments D03 -201) drenia 4ii Iew Development Along `—ic vila Internationa B vd. From: Jim Morrow To: David McPherson; Jill Mosqueda; Joanna Spencer Date: 09/16/2003 9:51 AM Subject: New Development Along Tukwila International Blvd. Since the City has undertaken the improvements along Tukwila International Blvd. and these improvements include curb, gutter, sidewalks, drainage, undergrounding of power lines, etc., we will not require the developer /applicant to reimburse the City for a proportionate fair share of the costs of these frontal improvements. Therefore, all new development along Tukwila International Blvd. will be excused from either installing or paying for the frontal improvements. Jim CC: Brian Shelton; Gail Labanara; Jack Pace; Steve Lancaster fo3zo Page 1 Total Fair -share Estimate for Taco BeII /KFC Construction Costs Unit Mobilization *Percent Contractor supplied Surveying and Stakin *Percent Traffic Control Labor *Percent Sawcutting LF Construction Geotextile for Asphalt Paving SY Crushed Surfacing Top Course Ton ATB ACP Class A ACP Class A 2" Overlay Cement Conc. Barrier Curb and Gutter Cement Concrete Sidewalk Precast Cement Concrete Maxi - Pavers Cement Concrete Driveway 3 -day Curb Ramp CB Type 1 12" Storm Pipe Video Inspection Illumination System Electrical Undergrounding Subtotal Construction Construction Engineering Design /Study Engineering Akuis fa/i ir/- L�w-t- ,6e /S.Sr -cam Unit Price Quantity Cost 446,975.00 0.0099 4425.0525 *Based on $67,405/Total TIB Project Cost 65,000.00 0.0099 643.5 *Based on $67,405/Total TIB Project Cost 350,000.00 0.0099 3465 *Based on $67,405/Total TIB Project Cost 1.90 165 11.00 55 14.50 43.8 Ton 46.83 25 Ton 46.83 32 Ton 37.00 59.8 LF 10.50 110 SY 19.15 146.66 SY 139.00 3.55 SY .34.00 73.3 Each 375.00 1 Each 700.00 1 LF 21.58 165 LF 1.50 165 *Percent 500,448.00 0.0166 *Percent 1,945,600.00 0.0166 313.5 605 635.1 1170.75 1498.56 2212.6 1155 2808.539 493.45 2492.2 375 700 3560.7 247.5 8307.4368 *Based on 165'/Total TIB frontage 32296.96 *Based on 165'/Total TIB frontage $67,405.85 *Percent 773,000.00 0.0098 7,575.40 *Based on $67,405.85/Total TIB Project Cost *Percent 870,000.00 0.0098 8,526.00 *Based on $67,405.85/Total TIB Project Cost $83,507.25 1)03- 2-0( c 5 9////03 pO2 OS(o z • Z • w QQ � J U U O co W= J H • u. w � Id. = LL. = z F- O z I- U � O•q 0 H w uu LL -- O z w O~ z - r THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT •038 TRANSMISSION 9 *- 2062854371 02 OK f `t• TRANSMISSION RESULT REPORT ••1 (JAN 02 '03 12 :54PM) TUKW1LA DCD /PW (AUTO) ERRORS • 1) HANG UP LINE FAIL 2) BUSY" 3) NO ANSWER . 4) NO.FACSIMILE CONNECTION TO: J t1orcon, DATE: o.Z. 0 3 1 TITLE: FROM: c Oaru . z SP&JC6 � COMPANY: OLYMPIC A5octa +es Co. TITLE: beigt m eat i DEPARTMENT: DIVISION`. • SUBJECT: � o� � 'Mt � KE Cl L _ OF TUKWILA - IC WORKS DE FAX NUMBER: (206) 431 -3665 FAX TRANSMITTAL FAX NO. CALLED: 206 - 0 2$x' 4,3 TOTAL NUMBER OF PAGES TRANSMITTED. INCLUDING THIS COVER SHEET: SENT BY `` (INITIALS): JJS wo oc •w: aoxaw ora.~.am aclowaxawc hw.wiwec • ,._. roaecmocaamamx :sxs a ray:::.yaka:omcwao: amooiN44. ttc :3xwx.44co A:wo.44ic oos. a%4:ocwzcuowc3on 12. e*i ce. 0 - wr o i�1 V �t�ber �p 'c `i' �, I U prc. Y tuat Aof et ac .i.d is For - s h let.t.o r "i&6 73e Lt, f K. F C ,p i w proti ei"- S Tukwila. Ih+eM4+10K,Ca IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: iar'r.•la �'.+..K "'Jg;;i+.i;2',a�. +'; " Yi.;a J ° + Lf ,k � �r.�a• al.:;m ly ing 44,4 u'3kvi.: v.14- TUKWILA PUBLIC WORKS DEPT. - 6300 Southcenter Blvd, Tukwila WA 98188 - (206) 433 -0179 09/18/92 Y' MF�SF�R9! t17f2' �i��iS TVIF 67s TAt1A9A7r'8771Y 1144918808 KI 1 ublic Health Seattle & King County HEALTHY PEOPLE. HEALTHY COMMUNITIES. Alonzo L. Plough, Ph.D., MPH, Director and Health Officer June 26, 2003 Brad Minogue Olympic Associates 701 Dester Ave North, #301 Seattle, WA 98109 RE: KFC Taco Bell Tukwila 15036 Tukwila Int'I Blvd Tukwila, WA 98168 Dear Mr. Minogue: We have approved the plans for your food service establishment. Your establishment has been assigned the following business identification number (SR #1059947). Please use this SR# in all future contact with us. RECEIVED CITY OP 'i IvrJJll 4 JUL 0 3 2003 PERMIT CENTER Before you open for business, you must complete the enclosed application for a permit and return with the correct fee of ($561.00) for a (6301) permit. If you open before you obtain your permit, your permit fee will be double. Before you open you need to schedule a pre- operational inspection by the Health Department. Although your application for a food service establishment permit from Public Health Seattle and King County will be approved during this inspection, you may need to obtain additional permits or approvals from other agencies. It is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals. Operating the establishment without these required permits or approvals may subject you to legal action by the appropriate agencies. If you open without health inspection, you may be closed. Once your plumbing permit has been finalized, contact me at (206) 205 -1908 to schedule the pre - operational inspection. Failed pre- operational inspections will require a $100.00 fee for a repeat inspection. Be sure all other business inspections are done (plumbing, building, etc.) before you call for your Health Department inspection. Should you have any questions or need additional information, please give me a call. Sin ely, ./Io n Shin, Plans Examiner JS:dg Enclosure Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 • Kent, WA 98032 T (206) 296 -4708 F (206) 296 -0163 • www.metrokc.gov /health ft City of Seattle Gregory 1 NI( • el% 'vtayo 1)05- Z01 O King County Ron Sims, Executive APPLICATION TO OPERATE A PERMANENT FOOD SERVICE ESTABLISHMENT , S /t X059 f y 7 BUSINESS NAME AND ADDRESS MAILING ADDRESS (if different from above): Public Health — Seattle & King County Environmental Health Division - Licenses and Permits 2124 —4th Ave, 4th Floor, Seattle, WA 98121 (206) 296 -4632 Signed Date PERMIT RECORD ID (PR #) APPROVED ❑ SIGNED OFFICE USE ONLY DISAPPROVED ❑ DATE FEE SCHEDULE FEE (See reverse side of this form.) $ �6l .N PRORATION PERIOD (10 /1 thru 3/31 = 1/2 annual fee) $ PENALTY $ .tf; TOTAL FEE DUE .$ �� PLEASE CHECK ALL BOXES THAT APPLY: ❑ Permit Renewal ❑ New Operation ❑ Change of Name* ESTABLISHMENT INFORMATION ❑ Sole Owner ❑ Corporation ❑ Partnership ❑ Change of Ownership *If name change, what was previous name? WHAT CLASSIFICATION ARE YOU APPLYING FOR? (See reverse) 1 So/ If a restaurant or tavern, what is seating capacity? If a restaurant, is establishment 100% non - smoking? ❑ Yes ❑ No If a grocery store, # of checkout stands? If demonstrator, indicate product, operational location and phone number If seasonal, list months of operation. From To MANAGER/OPERATOR NAME NAME OF OWNER (if partnership, list names of all partners. Attach additional sheets if necessary) Name I. 2. Address OWNERSHIP INFORMATION Phone IMPORTANT MESSAGE TO APPLICANT: Please complete all information requested above and return this form and your check made out to SKCDPH to the address at the top of this form. Failure to fully complete form may result in it being returned for completion. All permanent food establishment permits expire on March 31st of the permit year. Renewal applications are mailed each year in late February. This office should be notified of any change in your mailing address. If you do not receive a renewal application by February 28th, please notify this office at the phone number listed above. Late fees are charged if permits are not renewed prior to expiration. ACTIVITY NUMBER: D03 -201 DATE: 01 -30 -04 PROJECT NAME: KFC /TACO BELL SITE ADDRESS: 15036 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 lafter/befere permit is issue DEPARTMENTS: ib Jision Publish Works', 2•�0 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Planning Division Structural ❑ Permit Coordinator t Fi fie- re Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -03 -04 Complete [ Incomplete ❑ 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 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS 0 CORRECTIONS: Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 03 -02 -04 DATE: 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 zt DEPARTMENTS: Building Msio Public Works ❑ PERMIT COORD COI PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -201 PROJECT NAME: KFC /TACO BELL SITE ADDRESS: 15036 INTERNATIONAL BL Original Plan Submittal DATE: 11 -24 -03 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after /before permit is issued Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -25 -03 Complete Incomplete ❑ 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 R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -23-03 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2.28.02 PERMIT COORD COPY DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 4,'";:w '4an . tezo�J i PERMIT COORD CC PLAN REVIEW /ROUT SLIP ACTIVITY NUMBER: D03 -201 DATE: 09 -10 -03 PROJECT NAME: KFC /TACO BELL SITE ADDRESS: 15036 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # after permit Is Issued DEPARTMENTS: Building Division ❑ PubricAgs Awo Documents /routing sllp.doc 2-28-02 Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -11 -03 Complete [Yr Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: • LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10 -09 -03 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: PERMIT COORD COPY Itki) n -wc- Planning Division Permit Coordinator Jr Not Applicable ❑ DATE: Slew�i. ?:t '.fiGA QYAw)3+;1.1�.iiit 'd:14wL",e`YFblYeisi:i.+r��'L fl ACTIVITY NUMBER: D03 -201 DATE: 07 -07 -03 PROJECT NAME: KFC /TACO BELL SITE ADDRESS: 15036 TUKWILA INTERNATIONAL BL X Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buil� �- its iv P lic rks trut �S 2Z o3 D APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete 6 po Fire A Structural ❑ ierigr) 8 -ze303 Planning Division Permit Coordinator �d DETERMINAT4ON OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -08 -03 Complete Comments: REVIEWER'S INITIALS: PERMIT COORD COPY Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 08 -05 -03 Approved ❑ Approved with Conditions ❑ Not App roved (attach comments) Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: e'0 rd Departments issued corrections: Bldg ❑ Fire ❑ Ping,' PW Staff Initials: SA Revision I No. I Date Received Staff 1 1 Initials I Date Issued . ''Staff ! Initials / 1 '/ /- 2c/- 0 '3 311 I /2-3-61 1 S . Summary of Revision: 7 ( �Lez.�� ■ tea-,- -.� c f.� .,-,)----,_- �i',�h / v �,, Received By: v (T / / GC/e.1. -- Revision No. Date ! Staff Received { Initials Date Issued I Staff Initials ..Z /-3t2 "e y I .:z Summary of Revision: Summary of Revision: ..Thi/i7GP�r.te, EiiGCi-O.SyGGR. iei-X)6 Td .0z) r9 F S.rucco "---/- xi /.Sal ,¢DED 7 C—/l' U 76 / ,e3ul.1 C C /0/9 - T/ O /, yr/f •&L-D Received B y : '�1Gi_144-n Tpt , Z. e.0,€4I /G� F.,.... 7 q Revision No. Date Received Staff Initials Date l Staff Issued I Initials { { Summary of Revision: Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials I Summary of Revision: Received By: . � PROJECT NAME: G a-cd eezz- PERMIT ..... :.. `U� " ?c) j Site Address: 15-U3 tl/z` ,e// Te '1 , Original Issue Date: /--3 v 3 Revision No. Summary of Revision: Date Received REVISION LOG Staff Initials Received By: Date Issued (please print) ( ple 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: i ' 12 20 c Plan Check/Permit Number: tX7 S (J Response to Incomplete Letter # O Response to Correction Letter # El/Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner Project Name: 12) 1 t� Project Address: , • ---- C11%W Meit I vvi-cvvv,ufl (''( • Contact Person: , Phone Number: Summary of Revision: 'RI ucF tc :0cJcw efo a50 a Uz lts oara r,64<-) 'fre) \ i/kuit - c-k I. `9 . Sheet Number(s): 74 O j 6 61 I C C , L-1 L Z" "Cloud" or highlight all areas of'revision including date 0 - 1evision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on /-3‘)--0 I.• Cr r��. 4-7 41/7- c v CFA 08/06/03 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: // 2-9 3 .Plan Check/Permit Number: 0 Response to Incomplete Letter # ❑ Response to Correction Letter # efit Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner Project Name: / Z c a / Z Project Address: /52 3 6 - ;2/7 - of ,'v' 0 00 - 2 - 8Z VA Contact Person: C/wGr • 0 Phone Number: 3 o-- "qo y3 .3‘ Summary of Revision: P C Z-// ° - 7C /(y ,- /S .76 Sr/� �-1i7 7 ar 76 .,� 74- c=77' Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: S:rc Entered in Permits Plus on City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 44-01-03 ort Np ‘? ri4 viv/4 4 sp �3 08/06/03 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7' cr • dj Response to Incomplete Letter # Response to Correction Letter # 1 Revision # Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person Summary of Revision: Att 1) /4/incie- City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 after Permit is Issued KFC /TACO BELL Plan Check/Permit Number: D03-201 CITY OF TUKWILA SEP 1 n 2003 PERMIT CENTER 15036 TUKWILA INTERNATIONAL BLVD Brad Minogue Phone Number 2' eetC 4 i h. �! X11 tiii ��/1• _ �J1 .1 a.r■4&-d •1 W/G wir L! _4! .1 I 4 0 4 1 4 a c4 d Received at the City of Tukwila Permit Center by: re Entered in Sierra on 9/6.- C ', Qeiar d 1 �, .71/447 0 08/29/03 frieektt is- oteeiedern vAu`t -,hold on Govei keeras -rda-A-1+ pa-mot Sheet Number(s): A(il. l ) /4 Z ') 5(JW / GI- 66 1,1 53,O Z , Clis 4 14 "Cloud" or highlight all areas of revision including date of revision LET' J vw....W v W 4va4ac}xc'S�iry4rNYaY:4YSgr Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Zq' 03 ❑ Response to Incomplete Letter # El Response to Correction Letter # ❑ Revision # 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 We Plan Check/Permit Number: ZO I t tab (/ Phone Number: Ze62 206 4- )o c eli, o4, ( stv lei 7 eia/v 7ye)3 Sheet Number(s): ! O. ( I!'6 6 1 c7 71 6 F2._ "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 ..;.;?--` RECEIVED CI7y op TU SEP 2 ;2603 P ERMIT CENTER q(21 O2 08/06/03 • • ...•••••✓: u.:.: aRw:. ti.. ••,..: ■ ai:+..:.. r : awti:l4ri'...ii::l+.i a.«.:?�w+.wilii. Lt:iJ : ia..ii:l.niti.il.En..1i «iu. .e�t.u. truce_:. :a;,y4: ?w:.:d::�l8.n�1w14'1it. 'c+Ni'e •+.�+nb..:n, , Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private :,.)athlub and Shower 4 4 Shower, per head 2 2 Dental units 1 1 Dishwasher 2 2 I G 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 1 Sink, kitchen 3 2 Sink, other (service) 3 1.5 9 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 1 S Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 '5 1 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units r 1 3 Z Non -R idential Sewer Use Certif 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. (Please print or type Owner's Name (( (Last, First, Middle Initial) Lot # Subdiv. # Bloc Building Name (if applicable) Pro • erty Street Ad a ress Subdivision Name City or Sewer District V,4 - VV • Date of Connection Side Sewer Permit # or Property Contact Phone # ( ,�,. O Demolition of pre- existing building? Efes E No 1 �q r � F ,F S sr.t 5(4 it- Cpl ? . Type of building demolished 7 � .franc E , CA- ititerza. City, State, ZIP Owner's Phone Number (V) Owner's Mailing Address (if different from above) 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 Fixture Units _ 1058 (Rev. 8/01) 20 RCE For King County use: Account # Monthly Rate Six Month Due White - King County /)-e Property Tax ID # +{cr-r7 S Party to be Billed (if different from owner) Party's Mailing Address: Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: ail intGivetei Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) RECEIVED CITY OF TUKWILA A B Date 2 •Cv. Yellow - Local Sewer Agency goy ;::4h7; }rxca e�tw'f �JN �'a:�.t�a.x «•�Hr.sa wry , .•, RCE 1 Pink - Sewer Customer RCE .JUL 0 3 2003 PERMIT CENTER :bo?r 20! I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and a ' s eviation will require resubmission of corrected data for • - ermination of a revised capacity charge. Signature of Owner Representative Print Name of Owner / E Representative Certificate of Water Availability PROJECT #72)03 020' PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): fie, : I t-( L 6i I i , 4 � � - l )j lr -'j ►i" rti . rn1'ornnation . << CITY OF T KWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 T' - Name: ( ic.v-kY>.:: Address: • :.+ ( c i `142'• 5f— Phone: 2C; > -- ��r_ ' I 1 61 This certificate is for the purposes of: ❑ Residential Building Permit ® Commercial/Industrial Building Permit Estimated number of service connections and meter size(s): Area is served by (Water utility district): e gent Signature: ' n (1'1 nyt, 11 (Use separate sheet if more room is needed) (Use separate sheet if more room is needed) Agency /Phone �. • (Required only if outside City of Tukwila water utility district) 2 :L4 . 1 Address: 70j ti : ft'/ • • Name: Phone: 1 L _i` )` <I _ic t ❑ Preliminary Plat ❑ Rezone Vehicular distance from nearest hydrant to the closest point of structure I hereby certify that the above information is true and cor ect. O tt)o.ter 0iibt .* vas . Agent hone 00(o -494 - 15 6 11 By Minimum water system improvements: (At least equal to 82 above) By Date: / 6 The proposed project is located within 1t L- u.k. (City/County) ❑ Short Subdivision NECEIVED ❑ Other CITY OF TUKWILA JUL 0 3 2003 PERMIT CENTER Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. H11a PART B: (To be completed by water utility district) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: Based upon the improvements listed above, water can be provided and.will be available at the site with a flow of , gpm at 20 psi residual for a duration of 2 hours at a velocity of 9 fps as documented by the ached calculations. -- 19 03 Date PART C: (To be completed by governing jurisdiction) Date z ~ w QQ • 6 J U O 0 • O U) W J � w w J u_ (/) I z � zl � 0 O N O I-- W w LI Z U = I- 0 z cic' 1 J/ GYJIJJ VHL VUE SEWER DISTRICT 4 2854371 14616 Military Road South P.Q. Box 69560 Tukwila, WA 96168 Phone: (206) 242.3238 Fix: (206) 242.1527 CERTIFICATE OF SEWER AVAILABILITY /NON AVAILABILITY I Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Pali A: (To Be Completed by Applicant) Purposs�f Certificate: Building Permit Q Preliminary Plat or PhD L1 Other ❑ Short Subdivision CI Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi- Family,la ❑ Other Applicants Name: j1t.R .. H%t4ocr -- Phone; .2i • 2g' ‘ 15oo Properly Address o Approximate Location: Tax Lot Number: 2 lit 5 " t �b3to I L s - Abr'o g atrcj 0Q'1OC�•a 525 Legal Oescription(Attach Map and Legal Description If necessary): krTP4NE Part B: (To tae Completed by Sewer Agency) 1. El Sewer Sprvlce will be provided by aide sewer connection only to an existing ' size sewer QN —feet •frormr the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or Q (2) the construction of e collection system on the site; end /or Li (3) other (describe): 2. (Must be completed if 1.b above is checked) LI a. The sewer system improvement is In conformance with a County approved sewer comprehensive Plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. la. The proposed project la within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or 6RO approval will be necessary to provide service, 4. Service is subject to the following: a. District Connection Charges due prior to connection: GM: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January let) Kin County/METRO Capacity Charge: Currently, $1784.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Ca/Metro without notice.) b. Easements: Ea Required ❑ May be Requjra C. Other: (51 t "r te r c / ± tA. (-Li/ If Ca- _ r e RECEIVED CITY OF TUKWIL JUL. 0 3 2003 NO.570 D01 tK PERMIT: $ 70 Copping I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the d = e •__>: • nat re, ins -rg -a Tltia Oita ) w 40/ • •., , • ' , ' • . • • . • .• • .• • . • • ..:.. REGISTERED AS PROVIDED BY LAW AS • coNsTPco - GENERAL': j IST . # EXP . DATE CCO1 TEC*210MP 07/22/2005 • 'EFFECTIVE 'ATE 07/17/1979' MASTER CON 5307 4TH, A SEATTLE .-W Signature • Issued by DEPARTMENT OF LABOR AND INDUSTRIES UCTION CORP S STE B184 8108 • • • - 51.0 FOUNDATION PLAN S1.1 FOUNDATION DETAILS 52.0 ROOF FRAMING PLAN I S2.1 WALL FRAMING DETAILS & SCHEDULES -. • - . -.. k ' • . rULE • • ..' S3.1 DETENTION AULT PLANS & DETAILS (UNDER SEPARATE PERMIT) D1.0 SEATING AND DECOR PLAN D1.1 SEATING AND DECOR PACKAGE, SCHEDULE AND DETAILS D1.2 SEATING AND DECOR DETAILS I V VICINITY MAP SEPARATE N.T. PERMIT AND APPROVAL REQUIRED T1.0 TITLE SHEET C2 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C4 WATER AND SEWER CONNECTION PLAN C5 CONSTRUCTION NOTES C6 HORIZONTAL CONTROL PLAN L2 LANDSCAPE IRRIGATION PLAN A0.0 SITE DEMOLITION PLAN A2.0 REFLECTED CEILING PLAN DISABLED ACCESS /SANITATION REQ'S SITE CIVIL GRADING AND DRAINAGE PLAN DETAILS LANDSCAPE PLANTING SITE PLAN SITE GENERAL NOTES SITE DETAILS SITE DETAILS SITE DETAILS FLOOR PLAN DOOR/ WINDOW SCHEDULES AND ENLARGED TOILET ROOMS REFLECTED CEILING PLAN DETAILS ROOF PLAN A4.0 SOUTH & WEST EXTERIOR ELEVATIONS A4.1 NORTH & EAST EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS A6.2 TOWER WALL SECTIONS A7.0 EXTERIOR DETAILS - DOORS/WINDOWS A8.0 INTERIOR ELEVATIONS- DINING ROOM INTERIOR ELEVATIONS- DINING ROOM A8.2 INTERIOR ELEVATIONS- KITCHEN A8.3 INTERIOR ELEVATIONS- KITCHEN A8.4 INTERIOR ELEVATIONS- KITCHEN A8.5 INTERIOR ELEVATIONS- TOILET ROOMS ROOM FINISH PLAN A9.1 ROOM FINISH SCHEDULE AND INTERIOR DETAILS --S - -S MEMO MECHANICAL SCOPE. SCHEDULES, GENERAL NOTES AND SYMBOLS M2 MECHANICAL CEILING PLAN M2.1 MECHANICAL CEILING DETAILS M3 MECHANICAL ROOF PLAN M4 MECHANICAL SPECIFICATIONS M4.1 MECHANICAL SPECIFICATIONS P3.2 WATER /GAS RISER DIAGRAMS P4 PLUMBING ROUGH -IN PLAN TYPE I EXHAUST HOOD DETAILS TYPE I EXHAUST HOOD DETAILS TYPE II EXHAUST HOOD DETAILS P M :I .OP H '. NER NOT AN ELECTRICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS IN PANEL SCHEDULES E3 ELECTRICAL POWER PLAN E4 ELECTRICAL LIGHTING PLAN E6 POS COMMUNICATION PLAN E7 ELECTRICAL ROUGH -IN PLAN E8 ELECTRICAL DETAILS AND ENLARGED PLANS E9 ELECTRICAL. SPECIFICATIONS ARCHITECTURAL PLUMBING ELECTRICAL 4tve, ln a.41i notes apt A4o, AG),I I AGz L4t,4 51.1. PROJECT GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE 1997 EDITION OF THE UNIFORM BUILDING CODE (W/ WA AMENDMENTS) AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF TUKWILA AND COUNTY OF KING. 2. A COMPLETE PROJECT IS INTENDED, THE BUILDING IS TO BE READY FOR OCCUPANCY WHEN COMPLETED. 3. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECT'S OFFICE. 4. THIS BUILDING HAS BEEN DESIGNED TO COMPLY WITH THE CURRENT CALIFORNIA NON- RESIDENTIAL ENERGY CONSERVATION STANDARDS, DIVISION 4. THE COMPLIANCE FORMS ARE PART OF THESE CONTRACT DOCUMENTS AND THE CONTRACTOR IS RESPONSIBLE FOR CARRYING OUT SPECIFIED REQUIREMENTS. 5. DRAWINGS ARE BASED ON A SURVEY, DATED _ 21003 _, PREPARED BY BARGHAUS _EN ENGINEERS AND ARE INCLUDED AS PART OF THESE CONTRACT DOCUMENTS. 6. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A GEOTECHNICAL INVESTIGATION, DATED 310103_, PREPARED BY GOLDER ASSOC. THI ; REPORT IS PART OF THESE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CARRYING OUT ITS RECOMMENDATIONS, THOUGH SOME MAY NOT BE SPECIFICALLY DETAILED ON THE PLANS. 7. DO NOT SCALE OFF THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. 8. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE CONSTRUCTION MANAGER /OWNER, IN WRITING, PRIOR TO BID SUBMITTAL AND INSTALLATION. 9. NO "SPECIAL INSPECTIONS" ARE REQUIRED PER UBC, CHAPTER 17. HOWEVER, GC SHALL RETAIN THE PROJECT GEOTECHNICAL ENG'R TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASES OF CONSTRUCTION- AS RECOMMENDED IN THE SOILS REPORT. ALL TESTING AND INSPECTION REPORTS, INCLUDING DEP'T AND OWNER PRIOR TO FINAL INSPECTION. GC SHALL CERTIFY PAD ELEVATION PRIOR TO THE START OF ANY WORK. CONFIRM INSPECTION REQUIREMENTS WITH THE CITY OF TUKWILA. 10. G.C. IS RESPONSIBLE FOR SUBMITTAL, PAYING FEES AND OBTAINING ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO DEMOLITION ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. OWNER WILL PAY "CONNECTION . FEES" ASSOCIATED WITH UTILITY PERMITS. G.C. TO OBTAIN TEMPORARY FACILITIES FEES & BONDS TO COMPLETE THE WORK IN A TIMELY MANNER. 11. G.C. SHALL COMPLY WITH ALL CITY APPROVED PERMIT "CONDITIONS OF APPROVAL" RELATING TO THE CONSTRUCTION OF THIS PROJECT. THESE CONDITIONS SHALL BE PART OF THESE CONTRACT DOCUMENTS. 12. UON, THE FOLLOWING STANDARDS ARE UTILIZED TO ACHIEVE THE STRUCTURAL DESIGN CRITERIA LISTED IN THESE CONSTRUCTION DOCUMENTS: REFER TO GEOTECHNICAL REPORT FOR ALLOWABLE SOIL BEARING PRESSURES. USE fc' = 2 P.S.I. MIN. FOR FOOTINGS & INTERIOR CONCRETE (DESIGN fc'= _2E500_ P.S.I.) USE fc'= 2,500 P.S.I. MIN. FOR CONCRETE FLATWORK, PAVING, ETC. EXPOSED TO WEATHER (DESIGN fc' =2500 P.S.I.) 13. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION METHODS AND MATERIALS, PROTECTING ALL EXISTING IMPROVEMENTS, PUBLIC SAFETY, SITE AND MATERIALS SECURITY, AND CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH APPROVED PLANS AND PERMIT. 14. GC SHALL SUBMIT TRUSS SHOP DRAWINGS TO THE PROJECT ARCHITECT OR ENGINEER FOR REVIEW AND COORDINATION. REFER TO STRUCT. DRAWINGS FOR SPECIFIC TRUSS DESIGN AND SUBMITTAL REQUIREMENTS. FABRICATION SHALL NOT COMMENCE UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED BY THE PROJECT ARCHITECT AND APPROVED BY THE CITY. 15. A SEPERATE PERMIT IS REQUIRED FOR HOOD /ANSUL SYSTEMS. ANSUL INSTALLER SHALL PROVIDE PLANS FOR REVIEW & APPROVAL TO THE CITY OF TUKWILA. 16. OBTAIN APPROVAL FROM THE FIRE DEPARTMENT ON USE OF "FIREMASTER" DUCT WRAP, IN LIEU OF 1 -HOUR SHAFT. 17. DEFERRED SUBMITTALS(DRAWINGS & CALCULATIONS) TO BE SUBMITTED BY GC TO THE PROJECT ARCHITECT FOR REVIEW: A. TRUSSES - ARCHITECT OR ENGINEER OF RECORD IS RESPONSIBLE FOR REVIEWING AND COORDINATING ALL SUBMITTAL DOCUMENTS PREPARED BY OTHERS. A "REVIEWED" STAMP SHALL BE PLACED ON THE TITLE SHEET OF SUCH DOCUMENTS PRIOR TO PERMIT SUBMITTAL. B. HOOD SUPPRESSION SYSTEM - DESIGN FOR THE HOOD SUPPRESSION SYSTEM SHALL BE SUBMITTED TO AND REVIWED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION. 18. IT IS THE GC'S RESPONSIBILITY TO CONFIRM THE AVAILABLE 'RESIDUAL' WATER PRESSURE, PRIOR TO THE START OF ANY WORK, AND NOTIFY THE OWNER IF THE AVAILABLE PRESSURE IS NOT ADEQUATE TO SERVICE THE ANSUL SYSTEM OR OTHER PRESSURE SENSITIVE EQUIPMENT. 19. SIGNAGE AND NEON SHALL BE APPLIED FOR, BY THE OWNER'S VENDOR, UNDER A SEPERATE PERMIT APPLICATION. These plans have been reviewed by the Public Works Department for conformnncc with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings char this darts will ,old this acceptance and will requite t ranhadttal of revised drawings for subsequent appoint Final acceptance is subject to field Inspecdon by the Public Works utilities inspector. Date: By: 4 //704/0; V OL611i 0 I D A.B. A.T. ADJ. A.F.F. A.C. ANOD. ALUM /AL APPROX. BD. BM. BLK. BLK'G. BOT. BLDG BIN. CAB. CLG. CEM. C.F. C.T. CLR. COL. CONC. C.B. CONST. CONT. C.J. CONTR. CORR. CTRD. DP. DET. DIAG. DIA. DIM. DR. DBL. DN. D.S. DT. DWG. EA. E.S. E.I.F.S. ELEC. E.P. EL. ELEV. E.N. ENCL. EQ. EQUIP. EXH. EXIST. E.J. EPS. EXP. EXT. FIN. F.R.P. F.F. F.E. F.E.C. ROOM NAME ROOM NUMBER 2 '`"-ELEV. NO. INT. ELEV. SHEET CEILING HEIGHT ,CF 7---..BLDG. SECTION LETTER - BLDG. SECTION SHEET Q::: � - DETAIL NUMBER pIRECTION Of DETAIL DETAIL SHEET O PLUBMING EQUIPMENT ITEM NO. REVISION NUMBER ANCHOR BOLT ACOUSTICAL TILE ADJUSTIBLE ABOVE FINISH FLOOR ASPHALTIC CONCRETE ANODIZED ALUMINUM APPROXIMATE BOARD BEAM BLOCK BLOCKING BOTTOM BUILDING BOUNDARY NAIL CABINET CEILING CEMENT CURB FACE CENTERLINE CERAMIC TILE CLEAR COLUMN CONCRETE CONCRETE BLOCK CONSTRUCTION CONTINUOUS CONTRACTION OR CONTROL JOINT CONTRACTOR CORRIDOR CENTERED DEEP DETAIL DIAGONAL DIAMETER DIMENSION DOOR DOUBLE DOWN DIRECTIONAL SIGN DRIVE -THRU DRAWING EACH EACH SIDE EXTERIOR INSULATION & FINISH SYSTEM ELECTRICAL ELECTRICAL PANEL ELEVATION (GRADE) ELEVATION (BLDG) EDGE NAIL ENCLOSURE EQUAL EQUIPMENT EXHAUST EXISTING EXPANSION JOINT EXPANDED POLYSTYLRENE EXPOSED; EXPANSION EXTERIOR FINISH FIBERGLASS REINFORCED PANEL FINISH FLOOR FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET SYMBOLS 0 O II> 0 KEYNOTE EQUIPMENT NUMBER BLDG. HEIGHT REFERENCE POINT ABBREVIATIONS F.P. FLASH FLR. F.D. F.S. FTG. FDN. GA. G.C. GEN. G.I. GL. GR. GYP. HDWE H.D. HT. H.M. HORIZ. I/F INS. INT. JNT. JST. LAM. LTG. MFR. MAT'L. MAX. MECH. MEMB. OPN'G OPP. O.A. O.A.H. O.H. P.C.C. P.E.N P.G. PR. PNL PART. PERF. PLAS. PTDF PLYWD. PROP. P.L. P.V.C. R. REFR. R.S. REINF. MET /MTL METAL M.L. METAL LATH MIN. MINIMUM MISC. MISCELLANEOUS MLDG. MOULDING N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO. NUMBER 0 OWNER OFF. OFFICE O.C. ON CENTER OFCI OWNER FURNISHED CONT'R INSTALLED . OPENING OPPOSITE OVERALL OVERALL HEIGHT OVERHEAD PORTLAND CEMENT CONCRETE PERIMETER EDGE NAIL PAINT GRADE PAIR PANEL PARTITION PERFORATION PLASTER PRESSURE TREATED DOUGLAS FIR PLYWOOD PROPERTY PROPERTY LINE POLY VINYL CHLORIDE RISER REFRIGERATOR REMOTE SENSOR REINFORCING DOOR NUMBER WINDOW NUMBER EXTERNAL WALL FINISH NUMBER SHEAR WALL TYPE FRAMING HEADER NUMBER EQUIPMENT ROUGH -IN CONNECTION, NUMBER FIRE PROOF FLASHING FLOOR FLOOR DRAIN FLOOR SINK FOOTING FOUNDATION GAUGE GENERAL CONTRACTOR GENERAL GALVANIZED IRON GLASS; GLAZING; GLAZED GRADE GYPSUM HARDWARE HUB DRAIN HEIGHT HOLLOW METAL HORIZONTAL INTERFACE INSULATE; INSULATION INTERIOR JOINT JOIST LAMINATE; LAMINATED LIGHTING MANUFACTURER MATERIAL MAXIMUM MECHANICAL MEMBRANE REQ'D. RET. R.A. REV. RCP REQUIRED RETURN RETURN AIR REVERSE REFLECTED CEILING PLAN R.D. ROOF DRAIN ROOF'G. ROOFING RM. ROOM R.O. ROUGH OPENING R.R. RESTROOM S.A.D. • SEE ARCHITECTURAL DRAWINGS S.E. SATIN ENAMEL SCHED. SCHEDULE SECT. SECTION S.G.E. SEMI-GLOSS ENAMEL SHT'G. SHEATHING SHT. SHEET SIM. SIMILAR SK. SINK S.D. SOAP DISPENSER SOL. SOLID SPECS. SPECIFICATIONS SQ. SQUARE S.S. S/S STAINLESS STEEL S.S.O. SEE STRUCTURAL DRAWINGS STD. STANDARD STL. STEEL STOR. STORAGE ST. STREET; STRAIN STRUCT. STRUCTURAL SUSP. SW. SYS. TEL. THST. THK. THRU. TOIL. T.C. T.P. T.R. T.P. T.S. T.W. T.S.B. T. T.S. TYP. U.L. UNFIN. U.O.N. VENT. VEST. V.I.F. V.W.C. W.C. W.P. W.W.F. W. W/ W/O WD. W.I.C. W.I.F. SUSPEND; SUSPENDED SWITCH SYSTEM TELEPHONE THERMOSTAT THICK THROUGH TOILET TOP OF CURB TOP OF PAVING TOP OF ROOF TOP OF PARAPET TOP OF SLAB TOP OF WALL TOP SET BASE TREAD TUBULAR STEEL TYPICAL UNDERWRITING LABORATORIES UNFINISHED UNLESS OTHERWISE NOTED VENTILATE; VENTILATIO VESTIBULE VERIFY IN FIELD VINYL WALL COVERING WATERCLOSET WATERPROOF WELDED WIRE FABRIC WIDE; WIDTH WITH WITHOUT WOOD WALK - IN COOLER WALK -IN FREEZER SITE AREA: 39,399 S.F. (.90 AC.) BUILDING CODE: 1997 UBC BUILDING AREA: 3550 S.F.(CONDITIONED), 3568 S.F. (GROSS) SEATING 72 FIRE SPRINKLERS PLANNING ZONE: RC OCCUPANCY: A3 TYPE CONSTRUCTION: TYPE V -N (NON - SPRINKLERED) REQUIRED PARKING: 56 STALLS PROVIDED PARKING: 56 STALLS PROJECT SUMMARY ASSESSOR'S PARCEL 0041000525 WIND SPEED: 80 MPH, EXP. C EARTHQUAKE ZONE: ZONE 3 ROOF LOAD: 25 PSF LIVE + 13 PSF DEAD 38 PSF TOTAL WATER PRESSURE OWNER Harman Management Corporation 199 First Street, Suite 212 Los Altos, CA 94022 650- 941 -5681 P 650 - 9415678 F Contact: DAN MUNDY, Const. mgr. CIVIL ENGINEER Barghausen Consulting Engineers 18215 72nd Ave South Kent, WA 98032 425 -251 -6222 P 425 -251 -8782 F Contact: HAL GRUBB, P.E. GEOTECHNICAL ENGINEER Golder Associates Inc. 18300 NE Union Hill Road, Suite 200 Redmond, WA 98052 425 -883 -0777 P 425- 882 -5498 F Contact: MICHAEL MENGELT, P.E. • DESIGN CRITERIA PROJECT DIRECTORY LEGAL DESCRIPTION THOSE PORTIONS OF LOTS 5, 6, 27, 28, AND 29, BLOCK 4, FIRST ADDITION TO ADAM'S HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF ATATE HIGHWAY NO. 1 (TUKWILA INTERNATIONAL BLVD) 23.75 FEET NORTHEASTERLY FROM ITS INTERSECTION WITH THE SOUTH OF SAID LOT 5; THENCE SOUTH 82' 09' 25" EAS, 217.66 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6; THENCE SOUTH 01' 05' 28" WEST, ALONG THE EAST L,'NE OF SAID LOT 27, 162.36 FEET; THENCE NORTH 82' 09' 25" WEST, 271.80 FEET TO SAID EASTERLY MARGIN; THENCE NORTH 20' 06' 38" EAST, ALONG SAID EASTERLY MARGIN, 165.00 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO 20020416003153; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. VICINITY MAP _6PPRQL__2.Q PSI MAX. 0 BLD'G POINT OF ENTRY. HA •NFI MINIM MR ID A PR R I V :TA 11DZ•I A 111.141►1 01tl"-" % ARCHITECT Olympic Associates Company 701 Dexter Ave N ,301 Seattle, WA 98109 206 -285 -4300 P 206- 285 -4371 F Contact: BRAD MINOGUE, AIA STRUCTURAL ENGINEER Olympic Associates Company 701 Dexter Ave N #301 Seattle, WA 98109 206- 285 -4300 P 206 - 285 -4371 F Contact: MARSHALL PIHL, P.E. LANDSCAPE ARCHITECT Borghausen Consulting Engineers 18215 72nd Ave South Kent, WA 98032 425 -251 -6222 P 425 -251 -8782 F Contact: ART SEIDAL, ASIA A3.1 A3.2 ROOF DETAILS EXTERIOR DETAILS SHEET INDEX TITLE /SITE STRUCTURAL K1.0 KITCHEN EQUIPMENT PLAN K1.1 KITCHEN EQUIPMENT SCHEDULE SEATING /DECOR MECHANICAL • REVISION NO. ARCHITECT,' °F 4r ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 t3ES SHALL BE MADE 10 E OF WORK WITHOUT PRIOR aF TONN A► WILDING OtVISION. % $ at 'b vat A 6 4fIN PLOI SUrP TTAL . • A• •r IR OW Mt SUIAIS MOO 15038 INTNL BLVD. TUKWILA, WA 98188 WARATE PEUER REWIRED Mt of ELECTRICAL *tummies OA8 PIPING CITY OF TUKIMLA BUILDING DIVISION REGISTERED CHITECT CR(ISS WASHINGTON 5155 1y MN UM OLYMPIC ASSOCIATES COMPANY CORRECTION LT R# __. scie TITLE SHEET 06.01*03 PEW SIIMurT1. 0111-Wee HILT CtSR01 WIE 101101 S E P 1 n 1003 z zr P Y R I G H T n w w wwr� of � PAM aa� T1 se No X OD m t 17" MIN. ■• 19" MAX. MIN LAVATORY • V ■www■w■w ■ ■ ■ ■ ■ ■■■■ ••••••••••••••••• ■■ ■■■/ \ ■■■■.■••• ■.■.M ••.•••••• •••••1 •••■ ■ ■•U •• ■ ■ ■ ■ ■� 1•1111•••••••• ■ ■ ■■■■ •■■•••I■ •••• ■ ■ ■■■■••■ •■ ■■■r .■ •••••• ••• •■m..n. 1 ••••• ■■■ ■■ ■.■■. .■■■. ••• •••••••■ '■■■■ ■.■, '■■■■■' • VEIN ■••• ' /►.. •••••••••■•■ •••111101•111•••••••••• ••••■ ■■ ••■ ••••••• IffilMileLSMIELLECIZMIEE ACCESSIBILITY SYMBOL l N.T.S. 11 RECEPTACLES / SWITCHES N . T. s. 12 ADJACENT MALL 48" MIN Wit 6" MAX . --� ,, ,- ' MIN. (TOE (KNEE CLEARANCE) CLEARANCE) 9 ELEVATION LAVATORY CLEARANCES 1N.t.s. FIXTURE ACCESSORIES S DISABLED ACCESSIBILITY STANDARD DETAILS PAPER 101E1 INK COMB UP OF ORR WU 11 >� F11111111/ VIM C / ,' ) 0 00 z 0 ENTRANCE IDENTiFICATION ' 48' IF DOOR IS EQUIPPED NTH BOTH A LATCH MD A USER. 0 rt i r- � --- 1 X1 1 MORO THRESHOLD / TRANSI110NS N.T.S. 18" MN. NT. DOORS 24' WN. PREFERRED PULL SIDE PUSH SIDE CLEAR LEVEL - FLOOR SPM;E *w► DOOR CLEARANCES • 24" uTa MEMoO MAN. FRONT APPROACH 54" MN. HINGE SIDE APPROACH{ a 5101 OMR RNS z ----- CLEM. LEVEL FLOOR SPACE CLEAR, LEVEL FLOOR c�a N.T. 16 nsI naN iea V' r 2 00 4 (13 gal - * 2 [N.T. 19 M a MIN PPM 7 a s 77. 0 mo FLOOR ACCESSIBLE SEATING 32" CLR. N 6" MAX. M DOORS IN SERIES 2 -8 CLR. OPENING • 12" + - - - -- DNB BAR � CENTERLINE OF 4-- ROLL PAPER HOWER WITHOUT STOPS 42" C 36" GRAB BAR MN. 60" MIN. CLEARANCE ELAN TOILET STALL CLEARANCES 0 M O "cv 18" N.T.S. 54" MAX. 42" GRAB SIDE ELEVATION 0 INS IWO (411 .114 .3iUL • N.T.S. N.T.S. 0 24" MIN. • TOTE? • PIPER MOB 12" N.T.S. BAR • _ rn f 0015 FOR UM CLOSETS WU. OE ON it MN SSE nu MOM MOM OR OCCIA CLEAR FLOQR SPACE FOR WHEELCHAIRS 1. NNW CW R FLOOR OR GROUD SPACE ROWED TO UNCORK A SNMUE. S1ATIOMRY *GLOM ND OOCUP*T 6 30 SIDLES X 41 lots, RIM CLEAR FLOOR OR NOUN SPACE FOR INEElaN IS M A Y B E POMMEL) FOR MOW OR MNM1EL WIOVtr N TO AN OBJECT. FLOOR OR CRAM SPACE FOR 11EELc6M6 MA IE PART OF THE au SPACE ROMEO UIC0 SOME MEWS 2. NEW AN ADOIIIONI. 12 NOES NOM ON ONE SCE FON M:COES CWAIN 11011 15 NOES DEEP ABO (EMcoD FON 9E MOCK 3. PION NI =NM 6 NOES KM aM OIE SCE FOR ENS GREATER TAN 24 NOSES DEEP MD OESIGPC FOR FROM APPINCIL HAZARDS AND PROTRUDING OBJECTS 1. OBJECTS PINEC'TNC FROM SUS NTH NM IDOLS EDGES DE ON 27 INCHES AND IQ ICES SDI THE FUSED FLOOR SI1KI PROTRUII ND MORE TRAM 4 IKitS MO CU15. HNU.S, Cam. PASSIONS, OR NIES. 2. OBJECTS MOUNTED BOTH 1NER L(bPIC EDGES Al OR RN 27 NOES ATONE LIE FIRMED FLOOR MAY PM= ANM AMN R 3. FREE -ST LNG OBJECTS MOUNTED ON FOSS / PMLON6 BONY NORM 12 ICES RANT FNON 27 IN;fES TO 80 INDIES 10011 AE NMI OR FINISHED FLOOL 4. PIQTRMIO C y OBJECTS SHILL NOT REDUCE TIE � RENNIN CLEAR MDT Yr AN AOXSHE ROWE OR SPICE. 5. ANY OBSTRUCTION OII MINGIO A PEDESTRIAN MY SWWLL BE A SLUM OF 80 NOES ABOVE TIE MUM SUNNI AS MOONED W NE °WKS OF 1E OBSTRUCTION. PARKING 1. SURFACE SLOPES CIF PM= SPACES FOR THE PH1SN2.LY OIS#BLED SKI L NOT EIOEED 1/4 NCH PER FOOT (22 G IGIENI) N MK (NECKS 2. DIALED PAIRING SPIES SMALL BE LOCATED SO AS NOT TO KOI NE RISERS 10 'EEL OR VOLK BENN O ANY OTHER NONI- 019EE0 OR OSSLED RAMC SPACE. (WORM ONLY) 3. N EACH PARKING NEIL A BUMPER OR CRAB SM. BE PROUD NO LOCATED D TO PREVENT OCRIACTIMENT OF CARS OVER 11E ROUSED MN OF VIALKMYS 4. RAMC SPICES ROVED FOR PERSONS MI NH Pi ISCIl 06M UIE'S 9511. E CENTERED BY A AEFIECTORIZED SIN PETRMNtNTLY POSTED IREDNIELY ADJACENT TO NO vim" FROM EACH STN.! OR SM. CONS6iNG OF A ROME YEN OF A MEELpwNR SM OCCRPANT, N NNE ON DARN( BLUE BACKGROUND. THE SIGN SIWI NOT BE SMALLER DWI 70 IiIDES N WA IMO, MEN N THE MI OF 1RIIIEI, 95111 IE POSTED Al A MOWN HEIGHT OF 80 SLIDES FROM DE DOTTIM OF THE 961 TO TIE PIT10S SiiACE FUSED SHADE. SIG6 MAY NM E MINED ON DE BOLL AT TIE MDNOR EMI OF THE POW SPICE AT A MINNIM IECHT OF 36 INDIES FIN THE MOM SPACE FM 90 NNE. GROUND, OR SCENIC WALKS AND SIDEWALKS 1. NNUOS NO SDt*JIS Sllllll WM A OMINOUS OOMN SURFACE TO MODIFIED BY STEPS OR BY XRUPT ONNGES N LEVEL NICK EXCEED 1/2 NOT, MD SWLL E A MIIMNN OF 48 INDIES N SDI. 2. SURFACE CROSS SLOPES MI NOT EXCEED 1/4 NCH PER ROW. 3. NUS, SIDFTNKKS, MD PU1ES1RIW WS STALL E FEE OF CRAW I ENEWR P06SIM.E. cis MRCS Si1N1 GRNiNGS LOCATED IN THE SURFACE OF ANY OF iIESE AREAS SIWI E UN TED 10 1/2 INN M DE OMAECU10N1 OF DE TWFiC FUOM. 4. WIEN DE SLOPE N RE I0E001 OF 1II11NA:L OF ANY W ,K EMUS 1 WRUCAL TO 20 imRQONGI. R SMALL. COMPLY NM THE PRIYAS06 OF PEDESTRN16 RAMPS.. ENTRANCES I DOORS 1. AT LEAST 501 OF PRIARr ENTRANCES NS MESON GROUND FLOOR ERN DOORS W BOLO N S MD POURS SWILL E MME ACCESSIBLE TO THE PHISICALY 06A8LED. (1002 or GROUND ROM ENIRMlCES AND ENS N WORMS) 2. ALL ACCESS RE ENiRANICES SHALL E UMW BOTH AT LE 6T ONE SWUM SO MD VAIN /0111 1131111 ONECTIOWL SCIS. AS REOIIEO, VOILE FROM APPROICISrIG PED STAIN SAYS. 3. EVERY REQUIRED (NONCE OR PASSAGE OOORIUI' 9511 BE OF A SIZE AS 10 PERMIT THE N STALLATKON OF A DOOR NOT LESS 150 36 NICHES N TOM, ND NOT LESS DAN 80 ROCS N IECHT. DOORS SHALL E C ROLE OF OPENING AT LEAST 90 OEGREES NO NMI E MOUNTED SO TWIT THE CLEM VAIN OF THE DOORNAY 6 Nor LESS VIRAL 32 ACHES. 4. UNCiaa NO LOOOPC DOORS 11W ARE WO ACTNVID AND MICR ARE N A PAiM OF WI. SILL E OPENS INN A SMILE EFFORT a LEiIDR TAME MIME, PNN BARS. PIRSH -PILL ACTMTIIG BMIS. OR OTHER MIME DE31GtD 10 PROVIDE RACE 1111011 REOWIC DE NM TO GRASP DE OPENS IIIIROWE 5. LEVER HNC AC'11MATN DOOR OPENS MINE WI BE CENTERED KN EEEN 30 ICES ND 44 PotS mourn ABATE THE FLOOR 6. THE FLOOR OR LAOIS LEN R1 ON EADI SIDE OF AN DATIMIE OR A PASSAGE DOOR SHALL BE L.EWL NO AFAR AT MI 60 ICES N THE DNECTONI OF TIE DOOR 51IIG MD AT LE XT 48 ICES OPPOSITE THE OIECT1ON OF THE DOOR BOLO AS MEASURED N RCN MOLES TO THE FACE OF TIE DOOR N THE DOSED P06T0NL THE M TH OF RTE LEVEL NO CLEM NEA ON TIE SIDE NIGH lit DOOR SAILS MIL L7fTEIN A MINO111 OF 24 NOES PAST THE SINE EDGE Cr lit DOOR FOR ODORS NMI LATCH SIDE "POCH MO 36 ICES NOR DOORS ROUING LATCH SIDE ?PAM REFER 10 DE1oNL I10 2 ON IM RIM FOR =MOW. UNICE REWRITERS. 7. DE FLOOR OR UIMIO AWL NOT BE NU IE 1M 1/2 ICH LONER TIM DE THRESHOLD OF lit D00NWT. APICES N LML IB FEN 1/4 ICI NO 1/2 INN SIr.L E LEVERED MI A SLOPE NO GRAM NW 12. 8. TIE BOTTOM 10 INCHES OF NJ. DOORS (EXCEPT STOATS NO SLDIIC) SWLL ME A 9100111 1NNAER OPTED SUWACE 10 I.LON THE DOOR TO E OPENED N A NEQMIAR FOOTREST MINT MEAIIIC A TRIP OR NNIJIMOUS COMM IRK sworn FRAME DOORS NE USED, A 10 POI HION NOON IMEL SM. I I STAI LED ON DE PUSH SCE OF NE DOOR, MEAL *L M.IAN DE DOOR 10 E METED BY A MELON, FOOTREST. I1. DE WNW EFFORT TO OPEMR DOORS SILL NOT EXCEED 8-1/2 L15► FOR EXTERIOR DOORS NO 5 TBS. FEN ITEIIOR DOORS 91O1 PULL OR MTN EFFORT 11ENC MUD AT MiT NUS TO LANCED 000wS MO RT THE OMER RAZE Or MC OR FOl00S OOHS. COMPEN NIS DEVICES OR UOUD1C DOOR OPEIMNIOIMS MINI BE WIRED 10 MEET IE MOVE SINIiAMID6. INN THE DOORS ME ROUND. DC MOM M OMIT 10 MUTE it DOOR or NOT OWN 13 Lt. p DISABLED ACCESSIBILITY GENERAL NOTES ,STAIRWAYS I. SIAMIiiIINMS ST LL NNE TWO I.S ON ECM SIDE. ERN STAY WOWED TO BE BOOR AWN 18 ICES N INN SIAM DE POW T1LN1 NOT LESS DWI ONE IIETMCMIITE WOK FOR EACH N kits OF ROWED 1C1L OPENDDNIE WIDOW SWWLL I SPRUCED OPPICIMITELY WNW VIM TIE mg UBOIH OF TIE WOW 2. TIE UPPER MANDIO4 NO It LOIN TABOR OF EACH MAERIOR SY Mt SHALL iE MINED IV A SNP OF CLEARLY 00111161114 COLOR AT LEAST 2 RICHES STNS MD PLO PARALLEL TO. NO NOT INS 11Wi, 1 ICI FROM THE MDSE OF IE STEP OR won 10 ALERT THE ORLY 011 AL IC WIVE 9111 LIE OFA MUM DST 6NLESAS SIP MIM I AS 1E NUM OF THE S'ii& 3 SERE SiMB OCCUR OUTSIDE OF A BIDING, THE UPPER MPROACN AND NI TREADS SMALL IE I MIMD BY A SNP OF CLEARLY CON D STAG COLOR Al LEAST 2 Apt ACE ANO PLACED PWMLLEI TO, NO NOT MORE INN 1 MACH ETON DE NOSE OF DE STEP OF WOO TO ALFA lit VISUALLY IPAMED. 11E S1RTP SHALL E OF A WOK TIN 6 N LE AST' AS SUP- itS&MR AS DE TWOS OF THE STAR A PMIRED SiRPE SHAH E ACCEPTAIL " 4. Al S1Nb 1NEAD SIMACES SWILL E SNP- li'.ISiNN. 1ANDRAILa 1. i5(503 AT STANM6 9MlL IE 34 ROES TO 38 RIDE'S 11011E THE P06IiC OF lit TREADS. 2 . 15( SAT 1t LOP OF STA/RM M Si*I EXTDO A NI50. wl OF 12 NOES OF LEVEL MINCE MMOND THE TOP Nl lG MIAS AT TIE BIOTiOM OF SWIMS 91/LL WEND AIM MUS OF VEX ROTH P116 12 MitS BEYOND THE BOTTOM NOW BEFORE THEY ME RETUNED. a TIE BOTiOML TIC WOK 951 COMM 10 SLOPE FOR A DISTMIE OF LIE MN OF ONE TREAD FROM TIE BOflON RISER. THE 1EIMIDER OF THE ENDOW 6 HONZONiAL (LEVEL). 3. WERE THE UWN9ON OF DE RWOWIL N TIE DIRECTION OF THE STAR MC NOILD CREATE A i51Ut0. TIE EXTE1610 i SIIKL BE SCE AT CM MILE'S. ON 1E FACE OF A RETURNS i .L, SERE THE WARS NC COTNUOUlS TIE 15(50 SHALL BE COAT RI0U6 ND TEED NOT FJflDD OUT MO THE LMUIO. 4. MARLS ARE ROWS ON RAMS MEN THE SLOPE nears 120 (5. WOKS AT RIMS 9ALl INN ALONG BOiT SIDES OF A RAMP. BE 011111UOI15 lit FULL LENGDL. NO EXTEN51016 AT THE TOP MD BOTTOM OF THE RAMPS ALL COMPLY ITN ON NRl1MR 2. ABOVE. 5. THE WNW CRP SURFACE AT RISKS STALL BE MOUNTED BETWEEN 34 IDLES AND 38 NOES ABOVE 1E RAMP SINIFAIJE. 6. AI WOW ENS SHALL BE IEiINIED OR MIL TEW1E N NEL POSTS OR SAFELY TERNMS. 7. ALL IANOIMR5 MUM FROM A MI. STMT ISIS Nb MSOW1E aEARMIE OF 1 -1/2 ICES <EiIEEN TIE AWL NO THE MOW d THE MOW P 111 O OF 5ORAILS 941411 E NOT LEW 11W 1 -1/4 ✓ DT NOR ME 1MN 1 -1/2 ICH N CROSS- SEC1OP5. MOON OR 1E SIM( S1*L PROM AN EOUVIILDT MOTH WIC SURFACE NH 110 SUMP CORNERS RAMPS (IF APPLICABLE) 1. ALL LAW'S USED AS ERRS NO ANY PATH OF TIMIEL HAM A SLOPE GREATER TIM 120 SHALL COMPLY SIN THE R ECAME1ENTS OF 11R SEOUL i5APS SMALL WE THE LEAST POSSIBLE SLOPE. 2. PEDESi5 N RIPS SONIC PRIM OIR5INCES TO A MIMIC SHALL IMIE A MININUM NOIH OF 48 HUES. RMiPS S7MS MI OCCIPAICI' LOAD GREATER DWI 300 911LL ISMS A MINIMM ?MDT OF 60 ,IDES. PURIM OILY) 3. ALL ISIS N AREAS ACCESSIBLE 1O PER90I( RIH 061IEIIES ON A PAN OF 1RIIIEI OR SERUMS ERNS 9WL ME A 1:12 WANT SLAPS NTH CROSS SLOPES NO GREATER TIM 150. 4. THE LEVEL LANDING WIN OF ANY WIMP 9•4.1 MOO PAST THE 511SF EDGE OF AMY DOOR OR CPR AS WIN ON Ofl L ND. 2 ON HIS DM. 5. DOORS STNLSS N NI' P011CM SMALL NOi REDUCE THE MINN 0111061011 OF DE RUMP TO LESS TWIN 42 INCHES OR NE IFOI SED N>WM BY NOW THAI 3 NOTES. (GIIIFORNM ONLY) SANITARY FACILITIES (GENERAL) 1. ALL DOORNIYS WOK 10 SANTARY FAC U S 9$i HSMt 32 NCH CIEAVR. UNOBSTRUCTED MINDS. 2. ALL SIRS, FAUCET CONTROLS, MD OAERpI1G IECIAM SARI BE OPERABLE NTH III IWO MS SHAH. NOT MUM TIGHT GRASPING. ROOM, OR 1MSiIS OF THE MIST. TIE FORCE ROAM TO CAME COMMIS 9ALL BE NO GAMER DWI 5 IBS. LE1ER- OPERA1ID, PUN TYPE. AND ELECIR011GILLY COMM MEOW US16 Mt ONFU3 OF IMPOSE DESIGNS. SELF -QOSNG MILS ARE QLOND F THE FAUCET NOM OPEN FOR N LEAST 10 SECON06. 3. LAANNES 9•LL E MONIED LED NTH A M INAI 05WICE OF 15 NOTE'S (18 NOES N CAUFON) FROM A *1 OR PM11ON TO THE CENTER OF TIC FIXTURE. ACCESSIN,E LOS SHALL E MOUNTED El THE RN OR COUNTER SUFFICE NO IMO TIM 34 ICES ABOVE THE FLOOR IDENTIFICATION SYMBOLS (TOILET ROOM) 1. �X11R MOULTED SMIMCE A (MEl(S) - MACK TIME 1/4" 110 NH EDGES 12" LOW IMP A VERTEX PINTAS UPSIINJ. B` (NOIEICS) - 12" 0 CADE 1/4" THICK. G (VISO° - 12" 0 !RIDE 1/4" TREK NTH 1/4' DICK 111011111 SWEITI IPOND WWII CIRCLE. Q COLOR NO O Cp CON OF THE MOW =MSS MI THE E SINS LIE WIFE ED ON DE ION SO" FROM THE FLOW 1 ,um A TIE IEIIM10N1M5MMGOL N ACCESTOUTY 6 N6WaED ON THE ■IL *SCENT TO TIE LAIGI SME OF THE COOP, THE BONDER OIEISCIS OF THIS PITOGN 1 515.1. E MMRN E F N IE16WR. MERE DINE 6 NO MIL SPACE ON TIE UNpHMQ.UOIIG N DOUCE LEN DOORS, 9G6 SWILL PUKED 011 TIE I I MACENT M. PIEFEkIf .Y 11 THE tNR II Wit OESC PTONI AS 10 RESiNOOM LEAGE E. MEN'S ORION, ETC,) 6 PLACID PEOLYE101 THE Mkt OF G lit CIONC1EJR INCROCRND OF 'OE SRN 6 E ... 3 �q�, OR OSER no AND DE COLON IRO ■ S wit SIGH PSUIOET commas MI THE COLOR AND COI I co THE Ulu. Q 'SINS NE CORNED ON AE SILL ID' FROM it FLOOR L MUM 11.211144 Mr/ Mfg ONIC1E16 ME VIM 3/11 INN ND A WARM OF TOILET ROOM FIXTURES AND ACCESSORIES I. NE MEAT OF 1CCESSIVE VIER Q06E1S NU E A MINN OF 17 NOES NO A MINN NN1 OF 19 NOB MU611NEI 10 Ut TOP OF NNE TILER 2 . MORE 111 NOES FRAM DE CENAERIE OF 1E SUER C NET 10 NE 3` NNE AO NPR RIM CONTROLS 95.1 E OPEIME AM DIE TIM LID SML NOT ROUTE lN?IT GOASPIC, PICNIC, OR IMMO a it IRA CDOM FOR NNE FLU N MITES SILL R MONO ON 1E OPEN ORO 91E OF I E TOLE? Sall, NO MORE 1111 44 NOES /WE 11E 11.0.1E HIRE IMO 10 ACTMIE COMM SILL E NDOSTERNMsUR TOILET ROOM FIXTURES (CONTI 4. MOE i HMS WE ROM% AT LEAST ONE 9*L WI A GLEN SPM1 30 ICES WE IV 48 NOES LONG N FNON OF AE MIL a LEAST ONE UMW. MM A IV Pi Di UG A INNS OF 14 INDIES IRON it SKL WNW DRILY) No A MINIM OF 17 PUtS AMOR DE FLOOR 951 1E 1161413. 5► A GEAR RON SMCE M NdtS WIDE iK N ACES LANG 9WL PROVIDED iN FAIT OF A M ORA 10 ALLOY roNSMa IIPPIIO & SJOI CLEM SPACE SAKI 001311 OR 011UP AN ACCES911.1 ROUTE NO SRL EXTEND 010 NEE M4 10E SPACE Ii111I110111 MICRR. S. UNIONS 91KI E MINTED NTH A CLENWCI OF AT LEAST 29 ICES FRO I DE FLOOR 1O AE BOTTOM OF 11E .+TON VDT KNEE CLEJWIYEE UNDER THE MOW U]' DOOM A NOUN OF 30 NOES N SDM NMI I NACRES VIM OEPM a DE LOP. TOE coma SHALL E SSE INN NS A WHAM OF i ICES ICH FROM it FLOOR MD A MN OF 17 IDLES DEEP MOM DE FTDNr OF NNE meow 7. HOT SATER AND ORM I PIPES UNDER MODES WALL E MUTATED OR NOME CO EDT. TETE WI. E NO 91NIP OR MIIMIE SURCB UNDER LW11S. a M MOBS SHALL BE MOUNTED SIN MINN EDGE OF THE "CLEM( sum NOT MORE DM 40 NOES FROM TIE FLOOR 1. LOCWE PIER TM 061131936. SWIM MY 51OP ESPDISF16. NO AND SAS1E RECEPTE1E3 NTH ALL OPDMEE PARS NOT NNE TIM 40 IMiES FROM TIE FLOOR 10. LOCHS TOUT TISSUE DISPOSERS CM it HILL IMO 12 ICES Cr THE FRONT EDGE OF DE TALET SEN. MULTIPLE ACCOMMODATION TOILET FACILITIES I. A CLEAR SPACE. MEA' FD FROM 1E FLOOR TO A SOLI OF 27 ICES MK THE FLOOR ROHN TIE SMITIOY FACLnY ROOR, OF 9EF10ENr SIZE 10 SERE A ONCE OF A ONION Tar LESS MI 60 ROES. OR A Q M SPACE NOT LESS DM. 56 NOES X 63 POtS II SIZE 91K1 E POW DOORS OTHER THAI TIE DOOR TO WE DISAOED TOILET COMPARIMDNT, N 1ff P0910Mm LAY NOT ENf,1NOACH INTO liS SPACE BY NOT ACE DWi 12 SDME,S. 2. NI =MOLE mow TOW STALL 95u MCC AT LEAST 3 NICHES WAR SPLICE FROM A I UE OR 32 WES QM SPICE FROM A SILL AT ONE SIDE OF THE BITER CLOSET. A 4 NCH LONG AFAR SPACE N FRONT OF W ER CLOSET 951 BE PROVIDED F THE COMPIMRuIEiIT TM MI END OPENING DOOR (FACTO THE 1511 CUM). A W ICH LCNS CLEM SPACE 951 E PROMO N COMMENT MEN DOOR IS LOCOED AT DE St. GINS CHAS SHMLi. NOT PINED 55. 1151 3 IMMES INTO DEM SPICE VEINED ABOVE. 3. MTER CLOSET OO SI LENT SIN?. E EQUIPPED NON DOOR 11W HAS AN MOM CLO'SMC IEVNE, ANSI A 01* UNNSTRUCTD OPENING MTH OF 32 NOES 501 LOCOED a TIE ENO, AND 34 ROVES (CALFOIIM ONLY) SEAR LOPED N DE SLOE, WEN TIE DOOR 6 POSITIONED a NI MOLE OF SO OWES FROM RS CO>SED POSITION. 4. INCEPT FOR DOOR OPEN ICS. A CLEAR UNOBSTRUCTED CMS NOT LESS 1)WM 44 ICES SIALI E PROVIDED TO ALL M1ER CLOSET COIPARNE1iT5 II9GPED FOR USE N THE ream. it SPACE Y IrDDMIELY N FRONT OF A SI WR CLOSET COMPARTMENT SHALL E MT LDS TIM 48 ICES AS MEASURED AT NIGHT MIRES 10 THE 03MANINDIT DOOR N ITS WISED ROTOR GRAB BARS 1. OMB BM6 SWILL E LOCATED ON ONE SIDE AND THE SACK OF THE PHIMSIGLLY 01980 TOILET STALL OR CO PNWE T ND 9W.L E SECURELY =CIO 33 INCHES ABOVE MD Prawn. TO TIE FLOOR 2. 3. NM EMS ATDE SCE 515 .1 LIEATLpsr 42 INCHES IWNTH DE FRONT END PE5ITTaOD 54 IDES FROM THE BOCK OF TIE STALL PAD BIBS N THE SCR 951. MITE LESS DIN 36 I RUES LONG. THE DNIEER OR VID H OF THE (WPM SURFACES OF A GRAS SIR SWLI. BE 1 -1/4 PUtS OR TIE SINE 9511. PROYNE NI EQUM DI! GIPPING SUWICE. F LIE GRUB EMS NE MINTED iDA CENT 10 A MILL, DE SPACE BO EN DE VOL ND Tit GRAB DIMS 9MLL IF 1 -1/2 ICtS. 4. GRAS BARS, AND ARK MI OR OVER SURRCE *KEW 10 IT, SHALL DE FREE OF ANY SHARP OR WAX ELDENIS GMB 81R EDGES 951. NW A WIUN k S OF 1/1 NCR 5. GR10 MRS 951. NOT NOTATE MILL TER FRiNGS. GRID MRS SWILL E IOlSNNED 10 SIrPOIN A 250 PONS FORCE. TELEPHONES 1. MADE A M 1101X48 NCI WEM SPICE N 1ELEPHONt. 1t CLEAR SPACE WV NCUME DEE SPACE DOER THE TELEPHONE. 2. THE HOIST OPERME PNITT OF 1E TELEPHONE SHILL BE 15111 48 lots OF THE FLOOR F Fi RNA D MPI O CED MO 54 NOES F SEE MPBOACEQ 3. TELEPHONES MOUNTED II A CO TOR 11W ITEOINIE 51E10MIt USERS TO REACH DIAGONALLY SHKL ME TIE ICIEST OR ME PINT NO HOER TIM 54 NOES AIRE TIE FLOOR. 4. THE CORD FROM 1E MERCK 101E MOSEY sivLL E AT LEAST 29 ACHES LANG. 3, F NUNRS OF AMC 1UFPiIOIES NE PRONE%, THEN A TOSONABLE NOW, ON ALUMS a LEAST ONE N A SWIM OR FACILITY SWILL E MUFFED STN A VOLK COINlOP 6 MEMO O 951. IMIIE PMl3M- 8ITIQi CONTROLS NEiE SURFCE FOR WI MIMEO IS AMIABLE ADDITIONAL REQUIREMENTS 1. TIE CENTER E WOTA LE OUTLETS STALL EE NOT LESS 1•1 15 ROES MOVE WE FLOOR OR NM WNW. 2. WE CENTER Cr If GIP OF THE OPERaNC iSIOE OF soots INTENDED 10 BE USED M OCCUFM S O A NOON OR AREA TO CONTROL LOOM MS NOM CURDS. ArPLM10ES► o R COOLING. NRAMO MO RIO ILMS EQIJPIENT, 95.L E NOT LESS MI 36 ACHES NOR MOTE VW 4I kitS MO E THE FLOOR OR 1I11IG MEWL 1 TIE COTTER OF FiRE M. WRONG DEVICES (Colts) 951. IE LOWED • MIMGIES NOW 111E LEVEL OF 1E ADVJNC 5 FLOOR, IRONING PLMFORN. MONAD SM . OR St11LK. 4. I TEMATI M I. 91111% OF W NIL E DE SNOOD USED 10 MOM R LTES 151 ME Nassau TO MD 16I111E 1T PIIFSIGLLY OTnop PERSONS. lit V O L SPEWED ONE 94u COIN OF A WM WM III RUE NOON* IE RIC SALL IE OR RI 10 COLOR TAI. rlNI P FERIll SaI NS 593k dog, -201 FOOD AREA SANITATION NOTES � SHKI IE FIESPON3RE FOR COMPLYING MIN LOCK ICAO 10•111 1011 ROAEIFJTS FOR THE OON51 JCTION OF A nu. SOW RESiMJNT. VERIFY woo IEOUI11 airWs NTM LOCAL TOM OEPARIWIR POOR 10 OOIBTMJCTOI AE roost Ras AK RER me TO WHEN UV MI ROUREMENTI 1. ALL EXTERIOR DOORS MD MOOTS MIL E TOWING. 000Rs SHALL E MUFFED SRN CLOSETS MO O 1111.1 MONS OWL iN11E FWD GUMMED 016 IESHI SOUS 2. TOILET ROOMS N WOO AREAS SIMU DE DIPPED TIN T anFe1W DOORS MIN a06ERS. DO NOT UNDERCUT DOORS PIIEMO DOOR WIPES FOR TO SEAL MOM a FLOOR LE110. 3. M.L. 1D Q3'MM.NC !SWAGES MERE FOOD 6 PREPARED. STONED OR OISES ME CLEMED SHALL BE MOVIE. MOON. 11011A160i6E , INSHIRE NO 'UG ! COLORED' (LOT RTLECIMCE SIRE OF 702 OR GREATER). PROVIDE STAINLESS STm (26 Gll) MU. NI LS OILER TILE LOOSER MIND ON WILL SWAGES WIND MD iiENINELY ADMEN! 10 COMES 4. ALL MARS SHILL E WHNNAIED PER UIC. ALL OO5.EI NOM SSW OWL E DINGED NO 16TMLED PER 1K MD DER MFR 161ED I EOUREIIENTS. REFER 10 TIE MEOWICII DISMISS. IISUILOT SHALL E RESPONSE FIR DE MIMIC ND TESTING OF ISO NC HOBO MUST 99E16 10 THE SAI&ACTIONI OF TIE HEALTH MO NUM EUVRIMENTS 5. ALL FOOD PEP11I N AREAS SHALL BE «01511.7 LLAMA WED AS FOUNTS (SEE WING PLAN FM U9IIN G DESIGN). A 20 FC ((Y LILUMNTIOIJ) • 3D' AFL WERE FOOD IS PREPMREO OR PMONED AND M t OGRES NE CLEARED. I. 10 FC a Be AREAS MERE ALCM 6 PIDPA11EO C. 20 FC FIR GREW CLEATING O1E151016. 0. UGif FU1lKS N AREAS HERE FOOD IS PANNED OR OPEN FOOD IS STORED OR MERE UTENSILS ARE CLEANED SISI E OF 'SHMTiERPNOOF' CONSTRUCTION OR IMIE 'SINTIERP OOF' LENSES. FXRTMRES SHALL LE IiEI Y CID MILL. 6. RILL CHOCKS MD 011110ES AT OON511UCTION WOK .INKS N SW BE SULED/GYIUED iNiN 'l IWE` SLJCOIE. 7. ALL PIPES. CONDUITS, ETC. 911.1. BE FULLY CONED N NiLIS,, SILA S OR CET NCS OR .TIN CAOIET CON SIRUC ION. AIL PENETRATIONS 951. DE FULLY CMNIED MM 1111WE' d TILL FLOOR SUPPORTED PTC3EN WWI NOT ON NIELS SWM.1. E PLACED CM EITHER 6" HIGH ROUND MEW. LEGS OR 6' NIGHT SEALED P10151 . SDI COILED FLOOR TILE ME. (MEW NOT ON INHWELS OWL ISaVE 6" QENWCE 10 11 OR OTHER EOUMMtNT OR a SEALED DRECILY 10 ADAM MULL SURFACE. 9. FROM IOIIFCT MSTE (LE. FLOCRSINRS) FOR ICE 1KtS/ Imo, FOOD ARRAIGN, %FLAi► 0613, RffNCENT01 MOS. STEM VMS NO OTHER 9111AR NUM*. FIFER TO PLUMBING ND KITCHEN EQUIPMENT DIAMNrS. 10. ALL F0006ERVCE EOUPMtNiS 951. BE NOII00R'106NE'. NONTOXIC MO MC NLSF (MD LL NOI E RECORD) URNS PI:R15EMLY AMID TO THE EOIWPtI r. 11. PROVIDE SEPARATE NI1N DSN6 NMI SOAP It TOM DISPENSERS NO HOT /COLD MN N FOOD PREP/RAM N IS. REFER 1O PUMP( NO k1F ltHN EQUINOX DING'S. 12, PROVIDE A SEPARATE ENO 06LAIE FOR THE STORAGE OF QEMNIC NOVAS. 116ECfl DE . P06016 AHD OTHER TORRID WOKS F SHRED N A FOOD FRONTON AREA REFER 10 PLANS. 13. PROVIDE SEPIMSIiE STORAGE CONTAINERS FOR SOLED MI5. TOTES MD APPAREL 14. FEMME /OEQUIIE GARBAGE CONTAINERS ASIDE AND OUTSIDE. CONIUNERS 51IALL E LEN( ND RODENT MOTOR. REFER 10 M AL MD P110tNI MOWN! PLANS FOR LOCA1IDE ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 IR OLYM P I C ASSOCIATES COMPANY 75036 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON DISABLED ACCESS / SANITATION REQ.'S PINS 1N1D RN NC: ME NE'14 • C 0 P Y R I G H T• Ns U vast ow S mar rn sum AMNTIMIwN81i r wen 411011II O WN MPM 01111' T1.1 11111b PION IOU ROI • .. LOCI 0 el D4 0 10 20 40 SCALE: 1'-20 POWER WULT UMW (LUM.) YARD LIGHT POMIETR METER JUNCTION BOX (PS NOTED) CATCH BASIN (CB) STORM MANHOLE (SOH) WON SEWER MANHOLE (SSMII) GAS METER GAS VALVE WATER VALVE (NV) FRE HYDRANT (FN) WATER METER SIGN LEGEND p EASEMENTS AND RESTRICTIONS COMMONWEALTH No. 600-10086839 1-4. NOT APPUCABLE TO BE SHOWN ON ALTA SURVEY. CONCRETE LEGAL DESCRIPTION THOSE PORTIONS OF LOTS 5. 6. 27. 28, AND 29. BLOCK 4. FIRST ADDITION TO moos HOME TRACTS, AS PER PUT RECORDED IN VOLUME 12 OF PLATS. PAGE 50. RECORDS OF KING COUNTY AUDITOR. DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) 23.75 FEET NORTHEASTERLY FROM ITS INTERSECTION MOTH THE SOUTH LINE OF SAID LOT 5. THENCE SOUTH 8? 09' 25" EAST. 217.66 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6; THENCE SOUTH 01' 05' 28" WEST. ALONG THE EAST LIE OF SAID LOT 27, 162.36 FEET; THENCE NORTH 8T 09' 25" WEST. 271.80 FEET TO SAID EASTERLY MARGIN; THENCE NORTH 20' 06' 38" EAST, ALONG SAID EASTERLY MARTIN, 165.00 TO THE POINT OF BEGINNING; EXCEPT` THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 20020416003153; SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON. 5. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF TUKWILA ORDINANCE NO. 1510, AS RECORDED UNDER RECORDING NO. 8903300383, RECORDS OF KING COUNTY, WASHINGTON. (NOTED HERE 6. THIS PROPERTY IS SUBJECT TO MATTERS SET FORTH BY SURVEY AS RECORDED UNDER RECORDING NO. 7810189001. RECORDS OF KING COUNTY, WASHINGTON. (THIS SURVEY WAS EXAMINED AND U11UZED IN THE PREPARATION OF THIS ALTA SURVEY) 7 -16. NOT APPLMJIBLE TO BE SHOWN ON ALTA SURVEY. GIbAMET. WATER L - ',TAINUIRY SEiIER LINE SRAM CARNAGE LNE CAS UNE POWER OHQiHEAD CRAW UNE FENCE IMOD FENCE 1 I v° CB TYPE 1 RIM:432.88 1 1E 12 CONC N =330.83 IE 12' CONC 5=330.83 IE it CMP NE.•330.88 SSMH R14- 330.94 IE 18' CONC N-323.66 E 18' CONC S•323.79 IE 8" CONC E •323.94 IE 8" CONC W•323.94 CB TYPE 1 1101•336.41 E 12" CONC N•334.31 IE 12' CONC S•334.21 IE 12" CONC NE-334.31 l at ul P•. Co 0 (4r POWER POLE W /UMNNWRE rt .. ALTA / ACSM LAND TITLE SURVEY M American Land Title Association I American Congress on Surveying and Mopping and National Society of Professional Surveyors POWER POLE / - w AMER • VIM • • • .r.. • • • • • • ... •• ~ •• • _ _ • . • 1 • • ..••. • SOUTH 162nd STREET • • •.r t . * - s CB TYPE 1 RIM=334.2 E 6" PVC E =334,44 -. , • • : • .010 .LOT UDR SIGN x ONAIMJN ti CB TYPE 1 RIM434.46 NE 24" CUP W= 1.67 IE 6" CMP Ex' 2.78 IE 6" CMP S• 2.68 al• VIM Oa 14 _irk, . OF= I,' O ``�. I i. STING 'DING DOUBLE YELLOW 24' CEDAR 24" CEDAR CB TYPE 1 RIM =334.15 E 6' PVC W332.80 IE 6' PVC N =332.80 CHAINL.ItIK FENCE (4)14' COTTONWOOD 1r COTTTONW000 (2W COTTONWOOD 12" CO TOm►M000 rt 12' MAPLE G ` 416 B UIDIN ( 3 12' MAPLE (2)24' MAPLE 36" MAPLE (2)24' MAPLE 36' MAPLE - 3 r COTTONWOOD COTTONwo00 • COTTONWOOD COTTrONW OD SURVEYOR'S NOTES SURVEYOR'S CER11ACATION TO OLYMPIC ASSOCIATES COMPANY; TACO BELL. INC.; AND 3OMMONVINALTM LAND TITLE COMPANY OF PUGET SOUND, LLC: �. CRAM, SSEY, P.L.S. VIPSHINGTON IEGISTM110N NO. 28236 1. THIS "ALTA/ACSM LAND TITLE SURVEY' IS WI ACCORDANCE WITH 11114MUM STANDARD DETAIL REOUIREM(NTS FOR ALTA/ACSM LAND TITLE SURVEYS' JOINTLY ESTABLISHED AND ADOPTED BY THE AMERICAN LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING MID WAPPING IN 1990. 2. HORIZONTAL DATUM IS WASHINGTON COORDINNAIE SYSTEM, NORTH ZONE (NAB 83/94 ESTABUSHED FROM INFORMATION PUBLISHED BY THE CITY OF TUKWILA (001). WE HELD COT NO. 1 FOR POSITION, NM THE BEARHNG OF NORTH 29'0117' WEST TOWARD COT NO. 15. 3. VERTICAL DATUM Is NAND 1968. BENCHMARK IS COT NO. 1; PK WIL VIITN BRASS TAG. NE CORNER OF INTERSECTION HIIGI * Y 99 AND S. 152ND STREET. ELEVATION • 331.56 FEET. 4. THIS DRAWING MEETS THE NATIONAL MAP STANDARDS FOR A ONE-FOOT CONTOUR INTERNAL NID DRAWING SCALE OF 1' • 20'. UNNAUTHORIZED ENLARGEMENTS WAY EXCEED THESE STANDARDS. 5. ALL. TITLE *FORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM OOM IAOINI M.TH LAND TIRE COMPANY OF PUGET SOUND COMMITMENT NO. 600- 10066839, DATED DECEMBER 30. 2002. IN PREPARING THIS IMP, BARGHNUSEN CONSULTING MINERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS BARGHAUSEN CONSULTING ENGINEERS, INC. AWARE OF ANY 111LE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED COMMONWEALTH COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS. INC. WAS RELIED WHOLLY ON COMMONWEALTH'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE BARGHMJSEN CONSULTING ENGINEERS. INC. QUALIFIES THE MAP'S ACCURACY MD COMPLETENESS TO THAT EXTENT. & PROPERTY AREA • 39.485 * SQUARE FEET (0.906 t ACRES). 7. THIS PROPERTY HAS LEGAL ACCESS TO PACIFIC HIGHWAY SOUTH (HIGHWAY 99). SH OVM HEREON AS A PUBLIC RIGHT-OF-WAY. PHYSICAL. ACCESS MAY BE LIMITED BY IMPROVEMENTS. OR LACK THEREOF, AS SHOWN ON THE SURVEY. 8. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE 004100 -0525 AND 004100• -0680. 9. ZONING: RC (REGIONAL COMMERCIAL). TUKWILA. ANA. 10. CURRENT MINIMUM BUILDING SETBAOKS: 20' FRONT; 10' REAR (SECOND FRONT); 10' SIDES MINIMUM PER THE TUKWILA MUNICIPAL CODE. PLEASE CONSULT MUNICIPAL 000E FOR FULL PARTICULARS. 11. BUILDING LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES • FROM PROPERTY LIE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHIOwN OTHERWISE) 12. .NO BUILDINGS OR PORTIONS THEREOF ENCROACH OVER PROPERTY LINES. EASEMENTS, OR BUILDING SETBACK LINES UNLESS SPECIFICALLY SHORN ON THE SW DRAWING. 13. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE GROUND. OTHER PORTIONS OF THE SITE NOT WAXED ARE ALSO USED FOR PARKING VEHICLES. 14. FLOOD ZONE DESIGNATION • X. AREA DETERMINED TO BE OUTSIDE OF 500 -YEAR FL000 PLAIN. ACCORDING TO FLOOD INSURANCE RATE MAP. ("FIRM") NO. 53033C0960 F. COMMUNITY NO. 530091. (CITY OF TUKWILA), PANEL NO. 0960. SUFFIX F. EFFECTIVE MAY 16. 1995. KING COUNTY, WASHINGTON, AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ('FEW'). 15. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE U11UTES MAm EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ME SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ME SHOWN AS STRAIGHT LINES BETWEEN SURFACE UTIUTY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO L.ABIJTY FOR THE ACCURACY OF PUBLIC RECORDS. 16. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JANUARY 10, 2003. ALL SURVEY CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2003. 17. ALL DISTANCES ARE VI FEET (U.S. SURVEY FEET). 18. THIS IS A FIELD TRAVERSE SURVEY. A SOKKLA ENE - SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN MAC 332 -130- 090. ALL INSTRUMENTS AND EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO (MANUFACTURERS' SPECIFICATIONS,. 19. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF OLYMPIC ASSOCIATES COMPANY; TACO BELL, INC.; AND COMMONWEALTH LAUD TIRE COMPANY OF PUGET SOUND. LLC. RIGHTS TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY BARGHNAUSEN CONSULTING ENGINEDIS, INC. AND/OR THE PROFESSIONAL WID SURVEYOR WHOSE SEN. APPEARS HEREON. THIS IS TO CERTIFY THAT THIS MAP OR PUT AND THE SURVEY ON WHICH IT IS BASE SIDE MAOE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALWACSM LAND TITLE SURVEYS.' JOINTLY ESTABLISHED AND ADOPTED BY ALTA, AGSM AND ASPS IN 1999, AND INCLUDES ITEMS 2, 3, 4. 5, 6, 8. 10. MO 11(A) OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, ASPS, MM AGSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER .':ERJ HIES THAT PROPER FEW PROCEDURES. INSTRUMENTATION, AND ADEQUATE SURVEY 'ERSOMEL WERE £API mYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE 3U LINED M THE "M IM ANGLE, DISTANCE, AND CLOSURE REQUIREMENTS FOR SURVEY MHICH CONTROL LAID BOUNDARIES FOR ALTA/ACSM UM TITLE • ovi o f 1 RECEIVED rnv S E P 1 1 ?303 PIl MN 1 (%ENTER 4 0 5 N ''. ! O r 14e • J V W 5 IL. zo z >. 2 !:: r: 6- e 0 a CO 1� 46 (X (C ' . M 0 C O > M � c x o . a _ - • O D U s x oZ � � W nip Z in oo N o o O)CD00 WW a z 3�� C5 i tV CV 2 - .-. w W *l Em z V 4. Ov IOM 0 0 r• S a r O N 0 Mdi a ..iani2MELEUM CARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCA Of frU EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR VTIUTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION THIS ALL OF ClitilL UTTLITU MTY AT LOCATIONS e • OR NOT CONFUCTS EXIST. LOCATIONS Of SAID Ui ENOKERS, MN OCal oc k T P R ORaf firsom pRoeuusSIOLLIN"MACCRA.pmoil TO 1°-20' ( 336.60 6" PVC 0 1.0* FOR CONNECTION OF ROOF AND 336.50 FOOTING DRAMS. 10+0 FH A STA: 12+27.21 CEI TYPE 1 RIM'n336.41 IE 12* CONC Nw334.31 IE 12" CONC Sm.334.21 1E 12" CONC NE.N334.31 1 TA: 1 1 NEW STREET IMPROVEMENTS INCLUDING CURB AND 12' WIDE CONCRETE WALK AND CONCRETE DRIVEWAY APRON TO BE CONSTRUCTED BY CITY OF TUKWILA. SSMH RIMa336.48 - IE 18" CONC N..323.17 iE 18" CONC S..323.26 I 0 4 I 334 CB TYPE 1 R114=332.88 E 12" CONC IE 12* CONC ( ..%.330.83 IE 12" CMP Nb330.88 On° isiyucHt / P.... 1 / POWER P./:E W/LUMINNRE W/TRANWOR .• S. 152ND ST. niorrcii AgorilucluttAL ?LA,/ StiT. Ao.k /14 cLuuteiss, •viC Her 1 ..slywro) To Dic *A A-rwe oks-Attb 5 ( LA) (z) CoIAThl1: P Le Ftg.rwAs (2. dA) (3) jo te, N ott , e v irtg. ILLt. LO C.A11,p s( off New Ibuu..046.16 -•••rAPPIPA•P•••••••••••••".. ( 1.(1[ \ E>:. :. F./1P ---_. %-- 51M-1 [OP 1 (./W- RISEk-r333.20 IE i 2" C.:0.' IE 24 c.;C:;;A - 71 i i \ IE 12" c1/41::' NOTE: TEMPORARY ASPHALT DRIVEWAYS SHALL BE CONSTRUCTED IN THE LOCATION OF THE PROPOSED CONCRETE DRIVEWAYS UNTIL THE CITY • STRUCTS THE FINAL DRIVEWAY APRONS. A • .1.1... ..••■•••■•■••••••• CATCH BASIN TABLZ: CB #1, TYPE 1 STANDARD GRATE R1142.334.50 1E-331.11 CB /2, TYPE 1 STANDARD GRATE Rim-335.00 lE=331.27 CB 13, TYPE 1 STANDARD GRATE Rim-335.00 lE=332.00 CB 14, TYPE 1 STANDARD GRATE RIM-436.00 1E13331.73 CB 15, TYPE 1 STANDARD GRATE RIM•3311.00 IEs332.00 a --- ilgovtgt AeD 3.00' LOCATED IN A PORTION OF THE NW 1/4 OF SECTION 22, TOWNSHIP 23N, RANGE 4E, WILLAMETTE MERIDIAN, TUKWILA, WASHINGTON POWER POL.€ w/THANtwoRmcP. w INAIRE NEW 60x1 WATER QUALITY WET VAULT SEE giGt-t1 bort' D ETAIL, SHEET C3. 12 I C kir ur itcojfki.120u) CB 06, TYPE 1 STANDARD GRATE RIM =334.50 IE•331.50 CB /7, TYPE 1 STANDARD GRATE 1E-333.00 OVERHANG CB I1A INSTALL TYPE 2-48" CB W/ SOLID LOCKING UD. R 335.50 IE 24" • 331.26 IE 12" • 331.75 CONTRACTOR TO VERIFY LOCATION AND DEPTH OF CMP. IF DISCREPANCY EXISTS CONTACT BARGHAUSEN ENGINEERS IMMEDIATELY, FOR RESOLUTION. • GRADING AND DRAINAGE PLAN LOT LIGHT 3.00' SAWCUT EX. ASPHALT TO PROVIDE SMOOTH TRANS. W/NEW ASPHALT 30' WIDE INGRESS/ AND UTIUTY EASEMENT LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAIN CLEANOUT EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE UNE EXISTING STORM DRAINAGE UNE EXISTING SANITARY SEWER MANHOLE DUSTING SANITARY SEWER UNE EXISTING WATERMAN EXISTING ME HYDRANT EXISTING WATER VALVE PROPOSED SPOT ELEVATIONS (TOP OF ASPHALT OR CONC. WALK) PROPOSED SURFACE SLOPE PROPOSED GRADE BREAK EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PANAMMIEmpo. y .4106 144cr covr 44,8 A&,» si per 5 IQ 11.10.••••■1•10 AIIIM••••••11IM .011111••••••1•11. .•••■••■•••■•■ 1111111111=111111111C==1111111111 GAL 1 00 100 •■■■■••■■■ 1•■•••••■••■• • FENCE ON PROP - CB "I(PE 1 Rit41334.46 IE 24" CMP W 331.67 IE CMP Els632.78 IE 6" CMP 5=332.68 U C TOTAL. PARCEL AREA-0.91 ACRES EXISTING IMPERVIOUS SURFACE AREA=B0.89 ACRES (4576.41g SITE COVERAGE) PROPOSED IMPERVIOUS SURFACE AREA=4.75 ACRES (=83.2% SITE COVERAGE) • r/ b.02..e)/ APPROXIMATE QUANIl inCUT 305i APPROXIMATE QUANI1Y OF FILL300.k YD DO NOT SCALE FROM DRAWINGS. 12" MAPLE NM. Ono OM. 12" MAPLE ALL CONCRETE MING PER TYPE SPECIFIED BY ARCH. DINGS. oak) NIG BUIDING L-- (2)24" MAPLE 36" MAPLE (2)24" MAPLE 36" MAPLE 36" COTTONWOOD 30* COTTONWOOD .---- 30 COTTONWOOD 30* corroNw000 60" COTTONWOOD SURVEYOR'S NOTES 1. HORIZONTAL DATUM IS WASHINGTON COORDINATE SYSTEM, NORTH ZONE (MAD 83/91), ESTABLISHED FROM INFORMATION PUBLISHED BY THE CITY OF TUKWILA (COT). WE HELD COT NO. 1 FOR POSITION, AND THE BEARING OF NORTH 2708'37" WEST TOWARD COT NO. 15. 2. VERTICAL DATUM IS NAVD 1988. BENCHMARK 5 COT NO. 1; PK NML WITH BRASS TAG, NE CORNER OF INTERSECTION HIGHWAY 99 AND S. 152ND STREET. ELEVATION gm 331.56 FEET. 3. PROPERTY AREA EP 39,485 * MARE FEET (C.906 ± ACRES). 4. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE 004100-0525 AND 004100-0680. 5. ZONING: RC (REC1ONAL COMMERCIAL), TUKWILA, WA. HEREON. 6. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JANUARY 10, 2003. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2003. LEGAL DESCRIPTION THOSE PORTIONS OF LOTS 5, 6, 27, 28, AND 29, BLOCK 4, FIRST ADDITION TO ADAM'S HOME TRACTS. AS PER PLAT RECORDED IN VOW,/ E 12 OF PLATS, PAGE 50. RECORDS OF KING COUNTY AUOffOR, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) 23.75 FEET NORTHEASTERLY FROM ITS INTERSECTION WITH THE SOUTH LINE OF SAID LOT 5; THENCE SOUTH 87 49' 25" EAST, 217.66 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6; THENCE SOUTH 01' 45' 2r WEST, ALONG THE EAST UNE OF SAID LOT 27, 162.36 FEET; THENCE NORTH 87 09' 25 WEST, 271.80 FEET TO SAID EASTERLY MARGIN; THENCE NORTH 20' 16' 38" EAST. ALONG SAID EASTERLY MARGIN, 165.00 TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 20020416003153; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. INDEX OF SHEETS: Cl OF 6 C2 OF 6 C3 OF 6 C4 OF 6 C5 OF 6 C6 OF 6 GRADING AND DRAINAGE PLAN TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN DETAILS WATER AND SEWER CONNECTION PLAN CONSTRUCTION NOTES HORIZONTAL CONTROL PLAN gEgrelALACOM 1. SITE PLAN PREPARES BY OLYMPIC ASSOCIATES CO. 2. BOUNDARY AND TOPO SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINES'S. 3. GEOTECHNICAL REPORT PARED BY: GOLDER ASSOCIATES, INC. DATED 3-3-03, 023-1320 18300 NE UNION HILL RD., SUITE 200 REDMOND, WA. 98052 425-883-0777 15036 INTERNATIONAL BLVD TUKWILA, WA 98188 PAKEI NO 004100-0525 • SITE ■O, ( WIPigittO P 1 0 OOj Peru T ciNTER C r C p. C C C C • • • .. w , .w• .... _. • _e.. .. , ..r, -. .. - ,,.....« .;.."....- RIGHT-OF-WAY TO BE DEDICATED TO CTTY OF TUKWILA . 2.-"S• •P.. 3.7'S STA: 12 +27.21 NEW STREET IMPROVEMENTS INCLUDING CURB AND 12' WIDE CONCRETE WALK AND CONCRETE DRIVEWAY APRON TO BE CONSTRUCTED BY CITY OF TUKWILA. SSMH RIM= 336.48 - IE 18" CONC N= 323.17 1E 18" CONC S =323.26 r CE TYPE 1 RIFE =332.89 IE 12" CONC N=330.83 E 12" CONC S=330.83 IE 12" CMP N= - 330.88 CB TYPE 1 RIM- 336.41 -• IE 12" CONC N =334.31 IE 12" CONC S ~334.21 1E 12" CONC NE- 334.31 L07 LUGH7 / / 1 I! ,'`■ /1 POWER Pg,tE W/LUM1'RE W/TRAN$,rOR LOT LIGHT 1 Ex;. 24" GM1'` "' - SOM R €M= 334.25 TOP 12" CMP RISER= 333.20 IE 12" GATE VALVE -331.02 EE 24" SOUASH PIPE E=331.00 IE 12" CMP SW =331.00 NOTE: TEMPORARY ASPHALT DRIVEWAYS SHALL BE CONSTRUCTED IN THE LOCATION OF THE PROPOSED CONCRETE DRIVEWAYS UNTIL THE CITY 0.' - THE FINAL DRIVEWAY APRONS. POWER POLE W/ = MANSE ORMf: R W/t. INA1RE CATCH BAN TABLE CB #1, TYPE 1 STANDARD GRATE RIM •334.50 0 =331.11 CB #2, TYPE 1 STANDARD GRATE RIr•335.00 IE=331.27 C8 #3, TYPE 1 STANDARD GRATE RIM.335.00 1E- 332.00 CS 0, TYPE 1 STANDARD GRATE RIM=336.00 1=331.73 Ce 15, TYPE 1 STANDARD GRATE 1E23332.00 CB 16, TYPE 1 STANDARD GRATE R81•334.50 IE- 331.50 C8 17, TYPE 1 SWORD GRATE R 336.20 IE =333.00 C8 I1A INSTALL TYPE 2 -4e C8 WI SCUD LOCKING L D. R- 336.50 IE - 331.26 IE 12 in 331.73 CONTRACTOR TO VERIFY LOCATION AND DEPTH OF CMP. IF DISCREPANCY DUSTS CONTACT aMGFMALISETI DOWN IMMEDIATELY, FOR IOLUTIONI. LOCATED IN A PORTION OF THE NW 1/4 OF SECTION 22, TOWNSHIP 23N RANGE 4E, WILLAMETTE MERIDIAN, TUKWILA, WASHIN OTON NEW 610'x10' WATER QUALITY WET VAULT SEE DETAIL, SHEET C3. GRADING AND DRAINAGE PLAN 3.00' - SAWCUT EX. ASPHALT TO PROVIDE SMOOTH TRANS. W/NEW ASPHALT FENCE ON PROP • CEO TYPE I R14334.46 IE. 24" CMP W4331.67 IE 6" CMP E: 32..78 IE 6" CMP S=332.68 _ - 00 - •• --0.7' 12" MAPLE 12" MAPLE (2)24" MAPLE 36" MAPLE I E BUIDING -- 36" COTTONWOOD 30" COTTONWOOD 30" COTTONWOOD --- 60" COTTONWOOD 30" COTTONWOOD SURFACE AREA CALCULATIONS TOTAL PARCEL ARf/1■0,111 ACRES EXISTING IMPERVIOUS SURFACE MEMO.Oa ACRES (•76.42 SITE PROPOSED IMPERVIOUS SURFACE AAEAssO.TS ACRE (143.2% 511E COVERAGE) CAUTION De rots =mom SMALL BE RESPONSIBLE F O R MO PlA THE OIt LOCAD POIT T AND TIC AL MIT MA. LOCATION! PRIOR TO THE INCLUDE .L O� EXISTING ��� L 1 1 UTUrV AND THEN PHYSICALLY ' Y OR NOT CONFLICTS MST. OF SAO DIES AS SHOWN ON MESE tJPQN - ,I ME 10 VARK ION. occ ] ] TO • �] • , • . 311 " WITH MC. VICINITY MAP NOT TO scut SURVEYOR'S NOTES 1. HORIZONTAL DATUM IS WASHINGTON COORDINATE SYSTEM NORTH ZONE (NAD 83/91), ESTABLISHED FROM IN ORATION PUBLISHED BY THE CITY OF TUKWILA (COT). WE HELD COT NO. 1 FOR POSITION, AND THE BEARING OF NORTH 29x'08'37" WEST TOWARD COT NO. 15. 2. VERTICAL DATUM IS NAVD 1988. BENCHMARK is COT NO. 1; PK NAL WATH MSS TPA NE CORNER OF INTERSECTION HIGHLY 99 MID S. 152ND STREET. ELEVATION = 331.56 FEET. 3. PROPERTY AREA = 39,485 f SQUARE FEET (0.906 f ACRES). 4. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 004100 -0525 AND 004100 -0680. THOSE PORTIONS OF LOTS 5. 6. 27, 28, AND 29, BLOCK 4, FIRST ADDITION TO ADAM'S HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: BECOMING ON THE EASTERLY MARGIN OF STATE HIGH AY NO. 1 (PANIC HIGHWAY SOUTH) 23.75 FEET NORTHEASTERLY FROM ITS INTERSECTION WITH THE SOUTH LINE OF SAID LOT 5; THENCE SOUTH 82' 09' 25" EAST, 217.66 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6; THENCE SOUTH 01' 05' 28" WEST, ALONG THE EAST LINE OF SAID LOT 27, 162.36 FEET; THENCE NORTH 82' 09' 25" WEST, 271.80 FEET TO SAID EASTERLY MARGIN; THENCE NORTH 20' 06' 38" EAST, ALONG SAID EASTERLY MARGIN, 165.00 TO THE POINT OF BEGINNING; C1 OF 6 C2 OF 6 C3 OF 6 C40F6 C5OF6 C6 OF 6 St P r a 1. 2. 3. !Mµ336.48. r - - CB ? RIMS 333.60 \ if: 6" PVC S= 332.05 °PIPES -- " �-- EXISTING TREES ALONG SOUTH . r-16 S TYPE 7'gL X� ��``J j PROPERTY LINE SHALL REMAIN F _ UNDISTURBED. POWER VAULT --, EXISTING BUILDING REMOVE EXISTING; /, I 5G 3 6 CB AND ASSOCIATED ! FIN. FLOOR =335.8'± PIPES , S WALL DUSTING BLDG. SHALL BE L GAS METER POWER PANEL . 4 • 4 :1 ,,..___ CB ?APE 1 RIM =.334..x.4 IE 6" PVC N=332.46 1E PVC S =332.46 CA B IN LET ( S GN FLTER PER DETAE. THIS TCH SHEET ASIN . l -. CE =YPE& R1M =334.26; IE 6" CMP E= 333.11 ('' ! T LIGHT i'-20' CATCH BASIN INLET ALTER PER DETAIL THIS SHEET. V ,r I CB TYPE 1 RIM= 33:.88 E 12" CONC N= 330.83 IE 12" CONC S =330.83 IE 12" CMP NE =330.88 +r.sw.•••.. r C8 TYPE 1 RIM •.336.41 -- - iE 12" CONC Nµ334.31 \ IE 12" CONC S =334.21 1E 12" CONC NE- 334.31 EXISTING GAS VALVE SHALL REMAIN UNDISTURBED. CUT AND CAP� SERVICE UNE BETWEEN VALVE AND EXISTING BLDG. -x14 DOSING WATER METERS #10 MANN. cut AND caw SERV UNES BOWEN DOSMII BLDG. �-- SDMH RIM =334.25 TOP 12" CMP RISER= 333.20 IE 12" GATE VALVEµ32 ` .G2 IE 24" SQUASH PIPE E =321. IE 12" CMP SW -321.00 LOT LIGHT X EROSION AND SEDIMENT CONTROL NOTES THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. BEFORE BBEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABUSH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ESC MUST BE CONSTRUCTED AND IN OPERATION. INSTALL MD IMWNTAIN ALL ESC MEASURES TO THE ESC PLAN. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL ANAL SITE COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 1 'THROUGH SEPTEMBER . FROM MEASURES TO PROTECT A RE= AS PROVIDE TEMPORARY THAT *ILL REMAIN MD UNWORICED FOR SEVEN DAYS OR MORE. . FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TDAPORPRY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UINWiORKED FOR TWO DAYS OR MORE IN ADDITION TO COVER M EA11)RES THE CONTRACTOR SHALL - PROTECT MD STEEP CUT AND FILL SLOPES F UM ORKED FOR MORE THAN 12 HOURS. ON SITE, ENOUGH COINER MATERIALS TO COVER ALL DISTURBED AREAS. • BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC OOP/ERIrG, ETC.). 8. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL /ESC) PLAN DOES NOT CONSITIVTE AN APPROVAL OF PERMMM ENT ROAD OR DRAINAGE DESIGN E.G., SIZE MD LOCATION OF ROADS, PIPES, RESTRICTORS, CI'MMNNE'L.,S, RETENTION FA , UTIJTIES. ETC.). THE IMPLEMENTATION OF THESE ESC PLANS MD THE CONSTRUCTION 'TE'N REPLACEMENT, MD UPGRADING OF THESE ESC FACILITIES IS THE RE*'PON9I ILI Y THE APPUCNIT/ESiC SUPERVISOR UNTIL ALL cCI6TRuCTION IS APPROVED. THE BOUNDARIES OF TIE CLEARING LMMI S SWIM ON TN#S PLAN SWIVEL BE Y FLAGGED , BY A SUS OF SURVEY TAPE_ (ORS IF REQUIRED PRIOR . PMOD THE CLEARING LETS SHALL BE POINTED. THE CLEARING LIMITS BWL SE MAINTAINED BY TIE APPUCAPff/E9C SUPERVISOR FOR THE DURATION OF 11. THE ESC FAM;IJTES SHORN ON THIS PLAN MIDST BE CONSTRUCTED PRIOR TO OR N CONJUNCTION TOWERS, DIVI ITS MD ADJACENT KENT mow PROPtims IS MINIMIZED. TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN LOCATED IN A PORTION OF THE NW 1/4 OF SECTION 22, TOWNSHIP 23N, RANGE LE, WILLAMETTE MERIDIAN, TUKWILA, WASHINGTON 12. 13. EXISTING 24' II.MP AND POWER POLE W,/TRANSFORMER S* W /LUMINAJRE 0 s CONSTRUCTION UNE LIGHT UlAITS OF CONSTRUCTION ALONG PROPERTY DINE OR CURB LINE. MIRE NEEDED TO SAVE DOSING TREES. 1 CUT •EXISTING 6' PVIC AT THE 24 CMP AND . CAP wnH WATER �-, k . TIGHT .' OVERHANG LOT LIGHT . •w� "Z S" 'S • �- FILTER FABRIC FENCE 11R 'SOUTHERN PROPERTY. UNE PER C.O.T. DETAIL DS-24 THIS SHEET. BASIN INLET V" PER DETAIL MIS SHEET. GB TYPE , RIM•=334.28 - --�:, 1E 6" PVC . E'= ; 3 3. €`.4 'THE ESC FtiaunES SHOWN ON THIS PIM ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACIUTTES SKALL BE UPGRADED AS NEEDED FOR STORM EVENTS AND MODIFIED TO ACCOUNT FOR cwwaNC SITE COMMONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC. . THE ESC FApU11fS SHALL BE INSPECTED QNLY BY THE APPLIGN__ ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. IIITIEN RECORDS ri BE KEPT OF WEEKLY REVIEWS OF THE ESC FAO.IfIES DURING THE WET SEASON SEPIEIiERJO� 31 AND OF MONTHLY MIDIS DURING 'THE DRY SEASON (AMY 1 14. AT NO TIME SHALL MORE TITAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WHIN A CATCH BASIN. ALL CATCH BASINS MD CONVEYMICE LNES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHAM NOT FLUSH SEDIMENT- IADEI4 WATER INTO THE DOMIrSIRf11M SY51EM. 15. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE B EGINNING OF CONSTRUCTION MD MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 16. ANY PERMANENT FUN CONTROL FACILITY USED AS A 'TEMPORARY SETTLING RASH SHALL BE MOWED WITH THE NECESSARY EROSION CONTROL MEASURES AND S *L PROVIDE ADEQUATE STOWE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN IN FTL•TRATION SYSTEM, THE TDAPOIVRY FAICIJTY MUST BE GRADED SO THAT THE BOTTOM MD SIDES ARE AT LEAST THREE FEET ABOVE THE F. GRADE OF THE PERMANENT FA 1L1TY. 17. WERE MR* MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED. IT SFW,L BE •PLED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 18. • ,Q. .0'1 LOT LIGHT PRIOR TO THE BEGINNING OF THE VIEr SEASON (OCT. OE SEEDED �i�u DISTURBED �s SHALL BE REVIEWED REVIEWED io mom WHICH ONES cawSEEDED M �iw► FOR THE WINTER tea. DISTURBED WAS STYLI. BE SEEDED glllM ONE VIED OF THE IMNIO OF THE MET SEASON. A SKETCH ANP OF 11109E WAS 10 E SEEDED MD THOSE AIIfAS TO ROM UNCOVERED SHALL BE SUBMITTED 10 THE ODES INSPECTOR. 1FE DOES INSPECTOR CM REQUIRE SEEDING OF ADDITIONAL WAS M ORDER 10 PROTECT SUIiACE WATERS. ADJACENT MIOrE111IES, OR MAW FlCIUlIES. - ' ` I o f CHAj , N K . FE N \ I 0 Cf3 TYPE 1 RIM !E 24" ;:MI' W = {331.67 IE 6" CMP E= 2.78 IE 6" CMP S= 3 2.6 8 EXISTING P .... ! .B TYPE 1 RIM=334.1 - 7 I 1 1:: 5" PVC W =332.80 ,# , IE 8" PVC N= 332.80 4. f / 3 1 FLTER FABRIC MATERIAL 60' WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2'x2 x14 GA. WIRE FABRIC OR EQUN. NOT TO SCALE • b 0 N k 112" MAPLE 12" MAPLE LIMITS OF CONSTRUCTK,IN SHALL BE 12" BACK OF DCISTING CURB. ALL EXISTING TREES SHALL REMAIN. --• 36" COTTONWOOD (2)24" MAPLE 36" MAPLE (2)24" MAPLE 36" MAPLE 30" COTTONWOOD 30" COTTONWOOD 30 " COTTONWOOD - 60 4'TONWOOD 2x4" WOOD POST ALT: STEEL FENCE POSTS FILTER FABRIC MATERIAL -1MI1 -SYNTHETIC 1 INDUSTRIES -AMOCO 2127 EXXON GTF 180 2:4'I14 GA, WIC FABRIC OR LOIN. PROVIDE .75" - 1.5' IVASHED M�raaN� SIDES OF aN THE SURFACE 1 E 11x' lRMG1� I II i ppgp i�q��pp V � EOI�YL D KlMlEg9RL iF RE� V FLTER FABRIC FENCE (C.O.T. DETAL DS-24) - II AS PER KING COUNTY ROAD STANQARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R/W PRIOR TO INSTALLATION OF THE ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. R IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD S O r DO NOT WALE FROM DRAIMdG& ALTER MEDIA FOR DEWATERING SOLID WALLS CATCH BASIN INLET FILTER NOT TO SCALE 4 "-8' QUARRY SPALLS GEOTEXIILE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE NOT TO SCALE CATCH 4SNr POROUS BOTTOM 41 re •l P •+t t.910.4%r „„,•- i. • r .r'1•r'1•ry.••1.•I.i1. ✓ ��� '� 41 5 fir.:4,16 : 11:06 .4.91 % %491 .11il♦ •�. 1 .r •.•`1,•1.•1.•1.1.•1.•1.• '.r rl.r`1.ry.•1.•I.r'1.r1,r�.. �. • • .r1.r1. .r 1 .• - • THICKNESS TEMPORARY V DITCH ALTAR FABRIC DETAL THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ME NECESSARY, FLTER CLOTH SHALL. BE SPUCED TOGETHER ONLY AT A SUPPORT POST. WITH A MINIMUM 6-NCH OVERLAP, MD BOTH ENDS SECURELY FASTENED TO THE POST. THE FLTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS . THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART MD DRIVEN SECURELY INTO (MINIMUM IMUM OF 30 INCHES). A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. WHEN STANDARD STRENGTH FILTER FABRIC IS USED. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MNMMUM OF 4 INCHES MD SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL. GROUND SURFACE. THE STANDARD STRENGTH FLTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHOAL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGIN . GROUND SURFAICE. FILTER FABRIC SMI. NOT BE STAPLED TO EXISTING TREES. W 'E1N EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WITTED DIRECTLY TO THE POSTS WITH ALL OTTER PROVISIONS OF STMDARD NOTE E. APPLYING. THE TRENCH SHALL BE BAOCFLLED WITH 3 /4-INCH MINIMUM DLAMETFR TWISTED GIONNa. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HALVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE WA HAS BEEN PERMOND4TLY STABILIZED. FLTER FABRIC FENCES SMALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL MD AT LEAST DIMLY DURING RAINFALL MY REQUIRED REPAIRS SMALL BE MADE MAMMY. GRATE NOTE: THIS DETAL IS ONLY SCHEMATIC. MY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEVMATER THE STORED SEDIMENT. AN OVERFLOW. MD CM BE EASILY MAINTAINED. FULL WIDTH INGRESS /EGRESS AREA • MTV RECEIVED m f 1 0 7 !; ;3 PER MIT Ott. LICE: 1) CONTRACTORS RESPONSMIUTY FOR MAINTA MNG & CLEANING THE APPROACH BASIS. ON A REGULAR 2) F DIRECTED SPALLS MUST BE ADDED. 3) THE APPROACH MUST BE LOCATED AT PERMANENT APPROACH LOCATION. O Mtn 0 .Q O N 0 N 0 u-) 0 n 1 C 0 C . 0 N II 0 0 0 O 0 0 0 co CP 0 • I WET VAULT CONTROL STRUCTURE SEE DETAIL THIS SHEET. i S'x1O' OPEN GRATE REMOVABLE PANEL W/ OSHA CONFINED SPACE WANING 12' SD OUT IE =332.00 12" SD TO EXISTING 24" DET. PIPE 5'x10' OPEN GRATE REMOVABLE PANEL W/ OSHA CONFINED SPACE WIARN LNG A n WET VAULT DETAIL - SECTION SCALE: Hor. 1" = 10" VERTICAL 1"=.2' c WET VAULT DETAIL - PLAN SCALE: Hor. 1" = 10" 12" SD OUT IE =332.00 1 5'x10' OPEN GRATE REMOVABLE PANEL WI OSHA CONFINED SPACE WARNING PIPE SUPPORT TOP OF RISER PIPE EL = 333.50 24` DKA. FRAME. GRATE, AND SOLID LOCKING LID PER KCS IM. 12" SD TO EXISTING 24" OCT. PI IE =332.00 1 SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL EL= 330.00 SCALE: VERTICAL. 1"=2 60' 0' --6" I MIN. • 1 REMOVABLE BAFFLE W/ 6" HIGH x 3' WIDE OPENING MOP - • WET VAULT CONTROL 8TR)CTLEE • 12' SD IN IE- 331.06 LADDER OR STEPS • 12' SD IN IE= 331.06 STANDARD GALVANIZED 24' DIk FRAME, GRATE, AND SOLJD LO(2ING LID PER KCSWDM. SHEAR GATE WITH CONTROL ROD FOR CLEANOUT /DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) SEE KCRS DWG. 2 -026 • LOCATED II A PORTION OF NE NW 1/4 OF SECTiON 22, TOWN8HIP 23N, RANGE 4E, wLLAMETrE kRD IUKWLA, WASHINGTON • MIN 10' DETAILS 6' DEAD STORAGE 1 ■41111.1111 12' MIN. SED. STORAGE WET VAULT CROSS SECTION B -B SCALE: Hor. 1" = 10'. Ver. 1"=2' p c » - Wl 2" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE (ALT. IS 3' ATB) NOT TO SCALE (PROVIDED NN GEOTECH REPORT) 12' SUBGRADE COMPACTED TO 95% (MODIFIED PROCTOR DENSITY) NOTES: 1. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT I OR BETTER.) 2. PROVIDE WATER STOP AT ALL CAST —IN —PLACE CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSItM. 3. VAULTS s 10' WIDE MUST USE REMOVABLE UDS. 4. PREFABRICATED VAULT SECTIONS MAY REQUIRE STRUCTURAL MODIFICATIONS TO SUPPORT 5 OPENING OVER MAIN VAULT. • .rte PAFYATE ASPHALT PAV SECTION IA 1 DEPRESSED CURB RAMP NOT TO SCALE NOT TO SCALE SE T1Oly A—A 12" WIDE 1/4" DEEP x 1/4" WIDE SCORES IN CONC. 0 3/4' D.C. o TOP OF RAMP. RAMPS SHALL RECENE A ROUGH BROOM FINISH CONC. CURB O BACK OF SIDEWALK WHERE RAMP ABUTS LANDSCAPING 4' MIDI. CITY Of T;J WIU1 1 1. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TWMMLA PUBLIC WORKS FOR AVSPECTION. 2. CONCRETE SHALL BE CLASS 8 OR BETTER THAN 5 1/2 SACK, 3000 PSI. L ALL DRIVEWAY APRONS SHALL. BE A M. 6' THICK. 4. ALL WORK SHALL 11E PERFORMED IN ACCORDANCE WITH APM6VWSOOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA 5. REMOVAL Cl? paw COVE CURB. GLITTER OR SIDEWALK SHALL BE To THE NEXT EXPANSION JOINT: SCORE JOINTS MUST BE SAW CUT AND REPL/ICED W1TMI EXPANSION JOINT. 6. DRIVEWAYS WIDI HIGH VOLUME (AS NOTED BY CITY ENGINEER) MAY DE APPROVED FOR INTIIRSECTION TYPE ACCESS. 7. TURNING RESTRICTIONS MAY BE APPLIED BY THE CITY ENGINEER. COMMERCIAL DRIVEWAY (C.O.T. DETAIL RS-9) SEP `, 0 • CURB DETAIL F ACE OF CONC. CURB SLOPES WITH RAMP. DO NOT SCALE MOM DRAWINGS. RECEIVED r,ry OF TI HOW ,�'► x,,111 PERMIT CENTER 8 U) 1- 28 3 � Lc4 a 0 w W G� U z 2 W a � re) csa W c • tLT OD I I < r— r N N w �1 �� W N N a N- 411 vCi 0 Cr 0 0 0 C . 4 C C 4 0 0 C. s 4' a �' MAX. 8.330 _1�IAX. 8.33% �1 SLOPE ;o 1 r--- 1 WET VAULT CONTROL STRUCTURE SEE DETAIL THIS SHEET. i S'x1O' OPEN GRATE REMOVABLE PANEL W/ OSHA CONFINED SPACE WANING 12' SD OUT IE =332.00 12" SD TO EXISTING 24" DET. PIPE 5'x10' OPEN GRATE REMOVABLE PANEL W/ OSHA CONFINED SPACE WIARN LNG A n WET VAULT DETAIL - SECTION SCALE: Hor. 1" = 10" VERTICAL 1"=.2' c WET VAULT DETAIL - PLAN SCALE: Hor. 1" = 10" 12" SD OUT IE =332.00 1 5'x10' OPEN GRATE REMOVABLE PANEL WI OSHA CONFINED SPACE WARNING PIPE SUPPORT TOP OF RISER PIPE EL = 333.50 24` DKA. FRAME. GRATE, AND SOLID LOCKING LID PER KCS IM. 12" SD TO EXISTING 24" OCT. PI IE =332.00 1 SECTION OF PIPE ATTACHED BY GASKETED BAND TO ALLOW REMOVAL EL= 330.00 SCALE: VERTICAL. 1"=2 60' 0' --6" I MIN. • 1 REMOVABLE BAFFLE W/ 6" HIGH x 3' WIDE OPENING MOP - • WET VAULT CONTROL 8TR)CTLEE • 12' SD IN IE- 331.06 LADDER OR STEPS • 12' SD IN IE= 331.06 STANDARD GALVANIZED 24' DIk FRAME, GRATE, AND SOLJD LO(2ING LID PER KCSWDM. SHEAR GATE WITH CONTROL ROD FOR CLEANOUT /DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER) SEE KCRS DWG. 2 -026 • LOCATED II A PORTION OF NE NW 1/4 OF SECTiON 22, TOWN8HIP 23N, RANGE 4E, wLLAMETrE kRD IUKWLA, WASHINGTON • MIN 10' DETAILS 6' DEAD STORAGE 1 ■41111.1111 12' MIN. SED. STORAGE WET VAULT CROSS SECTION B -B SCALE: Hor. 1" = 10'. Ver. 1"=2' p c » - Wl 2" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE (ALT. IS 3' ATB) NOT TO SCALE (PROVIDED NN GEOTECH REPORT) 12' SUBGRADE COMPACTED TO 95% (MODIFIED PROCTOR DENSITY) NOTES: 1. ALL METAL PARTS MUST BE CORROSION RESISTANT. STEEL PARTS MUST BE GALVANIZED AND ASPHALT COATED (TREATMENT I OR BETTER.) 2. PROVIDE WATER STOP AT ALL CAST —IN —PLACE CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSItM. 3. VAULTS s 10' WIDE MUST USE REMOVABLE UDS. 4. PREFABRICATED VAULT SECTIONS MAY REQUIRE STRUCTURAL MODIFICATIONS TO SUPPORT 5 OPENING OVER MAIN VAULT. • .rte PAFYATE ASPHALT PAV SECTION IA 1 DEPRESSED CURB RAMP NOT TO SCALE NOT TO SCALE SE T1Oly A—A 12" WIDE 1/4" DEEP x 1/4" WIDE SCORES IN CONC. 0 3/4' D.C. o TOP OF RAMP. RAMPS SHALL RECENE A ROUGH BROOM FINISH CONC. CURB O BACK OF SIDEWALK WHERE RAMP ABUTS LANDSCAPING 4' MIDI. CITY Of T;J WIU1 1 1. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TWMMLA PUBLIC WORKS FOR AVSPECTION. 2. CONCRETE SHALL BE CLASS 8 OR BETTER THAN 5 1/2 SACK, 3000 PSI. L ALL DRIVEWAY APRONS SHALL. BE A M. 6' THICK. 4. ALL WORK SHALL 11E PERFORMED IN ACCORDANCE WITH APM6VWSOOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA 5. REMOVAL Cl? paw COVE CURB. GLITTER OR SIDEWALK SHALL BE To THE NEXT EXPANSION JOINT: SCORE JOINTS MUST BE SAW CUT AND REPL/ICED W1TMI EXPANSION JOINT. 6. DRIVEWAYS WIDI HIGH VOLUME (AS NOTED BY CITY ENGINEER) MAY DE APPROVED FOR INTIIRSECTION TYPE ACCESS. 7. TURNING RESTRICTIONS MAY BE APPLIED BY THE CITY ENGINEER. COMMERCIAL DRIVEWAY (C.O.T. DETAIL RS-9) SEP `, 0 • CURB DETAIL F ACE OF CONC. CURB SLOPES WITH RAMP. DO NOT SCALE MOM DRAWINGS. RECEIVED r,ry OF TI HOW ,�'► x,,111 PERMIT CENTER 8 U) 1- 28 3 � Lc4 a 0 w W G� U z 2 W a � re) csa W c • tLT OD I I < r— r N N w �1 �� W N N a N- 411 vCi 0 Cr 0 0 0 C . 4 C C 4 0 0 C. s 4' a DIM "A" DIM "8" DIM "C" DIM "D" WATER DEPTH DIM "E" 7' -0" 4' -8" 7' -0" 3' -6" 3' -2" 7' -0" 4'8" 7' -0" 4' -3" 3' -11" 7' -0" 4' -8" 7' -0" 5' -3" 4 9' -0" 5' -0" 7' -2" 4' -2" 3' -10" 9' -0" 5' -0" • 7' -2" 5' -2" 4' -10" 11' -2" 5' -8" 7' -2" 4' -4" 4' -0" 11' -2" 5' -8" 7' -2" 4 4' -7" 12' -8" 6' -8" 8' -0" 4' -7" 3' -10" 12' -8" 6' -8" 8' -0" 5' -6" 41 -9" 12' -8" 6' -8" 8' -0" 6. -0" 5' -3" 15' -7" 9' -7" 8' -6.5" 5' -0" 3' -9" 15' -7" 9' -7" 8' -6.5" 6' -3" 5' -0" 19' -11' 9' -11" 8' -11" 6' -2" 4' -9" 19' -11' 9' -11" 8' -11" 7' -2" 5' -9" ......, .. , .,..,.�.. .ro.w,�. r -zo' O 10 20 INSTALL 1 -FIRE PER WATER CONNECTION TO 1 1 - v. 44 z �� � o tt 1, . 44.1 a � � r co a ir Aib I/ KING COUNTY WATER DISTRICT NO. 125 STANDARD NOTES CONFLICT EXISTS. V 40 , 41 likc `4 d POWER POLE 1 • -4 /: • I/ CB TYPE 1 RIM::: 336,41 E 12" CONC N•�334,31 IE 12" CONC S 334.21 IE 12" CONC NE.: 3 :4 31 C.; ASS8LY. NJ) 125 SIDS. W /6` . 10" BY WET TAP. TAPPING TEE (FL) MAO • VALVE MAO 10 LF 6" DI (MJ) , ri W /L.L1MINARE. w /1'RANSFORMIr R I/ if 1 6. CONTRACTOR SMALL FURNISH ALL MATERIALS. 1i 10. CET NION MEpHINMp1L JOINT SLEW COUPLNNM REQ MED. f NSTALL NEW CLEANOUT. APPRO �' LOCATION OF EXISTING 6" SIDE "? `. EXACT LOCATION AND it TO BE VERIFIED BY THE Ii BY 'POT - HOLING" ANDi/ . IF CONFLICTS APPEAR Td EXIST, «" ACT ENGINEER IMMEDIATE . GAS VALVE- - .J 0" WATER MAIN !I // Skill RiM ~.336.48 IE `( CONC N•- 323.17 IE 1 . " CONC S=323.26 EXISTING 6 U SDMH RIM=334.25 -Cr TOP 12" CMP RISER= 333.:0 1E 12" GATE ±VALVE= 321.02 \ 1E 24" SQUASH PIPE Eµ321.10 1E 12" CMP SW=321.00 \_ LOT L IGHT CB TYPE : RIM= 3.32.88 `\ 'E 12" CONC N =330.83 '.E 12" CONC S- 330.83 IE 12" CMP NE- 330.88 1. APPROXIMATE LOCATIONS OF EXISTING UTILI'iES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTIJTIES NOT SHOWN SO AS TO AID DAMAGE OR DISTURBANCE. THE CONTRACTOR SH1YL CONTACT THE UTILJTIES UNDERGROUND LOCATION CENTER (1 -800- 424 -5556) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATNE SHALL BE CONTACTED F A UTILITY 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TINE OF STAKING. 4. CONTRACTOR S1 * L FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS MD FOR 1NIIRMITIONI FROM TIE ENGINEER'S DEOGN. 5. CONrRACIOR SHALL INSTALL EQUIPMENT M ACCORDANCE WITH MM LIF RECOMMENDATIONS, WATER DISTRICT NO. 125 SPECIFICATIONS, AND (CITY OF TUKWILA / CITY OF SEAT / KING COUNTY) STANAMAIIDS. 7. ALL WATER MANN PIPE SIMILE BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANCNIL JOINT CEMENT LINE We A21.4), EXTERIOR COOED WITH COIL TM VARNISH. INS?A NATION TO BE IN ACCORDANCE WAN MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SIMIL. BE CAST ZION AIM SHALL COMMA TO APPUGABLE PORTIONS OF NISI STIMOND A21.10, A21.11, 816.2, 016.4 AID A21.53, WITH A M IMI PRESSURE IMITING OF 150 PSI NCI WELL BE CEMENT UIED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDIVE NITS TO SE MUELLER. (.L. HYDRANTS IN COY OF SEATAC TO BE IOWA) O. CUT -INS NO IM TAM TO BE MADE BY CONTRACTOR. OVER DISTRICT NO. 125 SUPERINTENDENT, ENS! NO (CITY OF 1IALWILJI CITY OF SEAT / KIN: COUNTY) INSPECTOR MUST SE NOTIFMO 41 HOURS IN SUPERINTENDENT. EXISTING 1i" DOMESTIC MD 1" IRRIGATION WATER METERS TO REWJN. CONNECT NEW DOMESTIC WATER SERVICE TO EXISTING DOMESTIC METER. - LOT LIGHT / 11.1) ! 11. TAPPING SLEEVES SILL BE MUELLER CAST IRON, JCM EPDXY MATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPUNGS, CONNECTIONS` CUT -INS, AND LIVE TAPS. 13. 3-1/2 FOOT MINIMUM COVER OVER ALL WATER MAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMNENCE OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WATER DISTRICT INC. 125 SUPERINTENDENT OR DISTRICT ENGINEER AND THE (CRY OF TUKWILA / SEAT / KING CoUN TY) PUBLIC WORKS DOWER. 18. REFER TO WATER DISTRICT NO. 125 CONDITIONS AND STANDARDS, AND TO THE (CITY OF TUKWILA / CITY OF SEAT / KING COUNT)) STNDARO SPECIFICATIONS FOR ALL REMAINING NOTES MD DETMLS. 19. PROVIDE 3/4-INCH SERVICE UNE MD TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MA)aMIJM ALLOWABLE OPEN TRENCH SIW.L BE BO FEET. 21. STOCK PIES SMALL BE COVERED DURING ALL PERIODS OF PR J 1PITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED MD COPES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER ALL COMPACTION UNDER PINNED MO TRAFFIC MIAS 9IM11 SE 94% MOWN DENSITY MODIFIED PROCTOR PER ASTM D-- 1567. ALL OTHER AREAS TO BE S0% 16cMI M DENSITY MOWED PROCTOR. 21 ALL VMILVES, F9E wows AND SERVICES TO THE METER STOP TO SE INCLUDED AS PART OF ALL PRESSURE NM PURITY TESTS. NO EMXPITON15. 1414 DOMESTIC WATER UNE • FOOL UNE SIZE TO BE DETERMINED BY BUILDING PLUMBER CH4!NLINK FENCE , WATER /SEWER CONNECTION PLAN 1 I _ 21 7.81' `_ LAJ 2 C :iiu�b�".. ;�ks k '..<, h:K�.>< F t r � �.:JEa Yy � ^;ll k°?fbE. 3` n ....a- - - "'-- -_�•': r r Cam '-- CONC. SLAB /Nk' FENCE CB TYPE 1 RIM= 334.46 IE 24" CMP W= 331,67 IE, 5" CMP E= 33.2.78 IE 6" CMP S- 332.68 12" MAPLE 12" MAPLE: - (2)24" MAPLE 36" MAPLE (2)24" MAPLE :36" MAPLE j ~ 36" COTTONWOOD ( l BUIDING 30" COTTONWOOD 30" CO 'OtiMX) ) 31: 7COT1'ONWOOD • 60"R OTTONWOOD t O 2O/ 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH (CITY OF TUKWILA / CITY OF SEATAIC / KING COUNTY) REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED TO WITHIN 10 FEET OF MY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENMCES wFIERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BY WATER DISTRICT NO. 125. ■ DO NOT SCALE MOM Di{A1NINCla 1'-0 2" VENT PIPE TO BLDG. VENT SYSTEM TO PROVIDE POSITIVE DRAIN TO GREASE 6" MIN DIA. INLET EL =332.3 NON - SHRINK GROUT PRECAST CONCRETE VAULT COAT INTERIOR WITH COAL TAR EPDXY. .► . ,.,..w......- +..... ...+..........- .......- ...,.- ....... +.FM .. w .....am...•••.."•. CONCRETE PAD 10" DIM "B" 600 750 950 1000 1250 1500 1750 2000 2500 2750 3000 4000 5000 6000 4" A t GREASE TRAP SIZING CALCULATIONS: NUMBER OF MEALS LS 1PER HOUR) WASTE FLOW X RATE RETENTION X TIME STORAGE UQUID X FACTOR = CAPACITY 95 X 5 X 1.5 X 2 = 1,425 USE 1500 GALLON INTERCEPTOR. RIM EL =±335.9 RIM EL= t335.9 ADJUST TO GRADE SECTION NEW AA DIM "A" NON - SHRINK CLEAR ACCESS OPENINGS GROUT BOTH SIDES --.. PLAN VIE 4 isoTTi SIDES (DESIGN CRRERI A UNIFORM PLUMBING CODE APPENDIX H) NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 psi 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI- 318 -83 BUILDING CODE ASTM C--857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" 5. ALL SEWER UNE CONNECTIONS TO THE INTERCEPTOR SHALL BE CORE DRILLED AND SEALED WITH NON- SHRINK GROUT. 6. ACTUAL VOLUME is 1,500 GALLON 7. LOADS: H -20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO. 8. FILL W/ CLEAN WATER PRIOR TO START UP OF SYSTEM. 9. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND SAMPLING TEES. 10. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 24" MIN DIA LOCKING FRAME & COVER: GAS TIGHT, HS -20 LOAD CAPACITY AND LABLED "PRIVATE SEWER" (3 PLACES) RIM EL= t335.9 6" MIN. 1 DIM "C" DIM "D" 12" MIN. COMPACTED DEPTH PEA GRAVEL OUTLET CLEANOUT SANITARY SEWER EL =332.2 IAN FACTURED PRODUCT) PRECAST CONCRETE TANK DELI DATA: SINGLE SERVICE KITCHEN WITHOUT DISHWASHER SEATING CAPACITY: APPROX. 60 SEATS ESTIMATED MEALS SERVED: 95 PER PEAK HOUR 181 HOURS OF OPERATION GREASE INTERCEPTOR DETAIL (TUKW1LA DETAIL 1183 -12) (LmLrrY VAULT X5106 -GA -1500 GALLON) NOT TO SCALE VAL WE SEWER DISTRICT S rMIOARD NOTES: 1. ALL WORK AND MMATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VAL WE STANDARD SPECIFICATIONS, AND WSDOT /APIA STANDARD SPECIFICATIONS, LATEST EDITION. 2. PRIOR TO Ni! CONSTRUCTION ACTMTY. THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PERSONNEL UCTION CONFERENCE WITH THE VML WE SEWER DISTRICT CONSTRUCTION INSPECTION 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. ALL SMNTTARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORQWWCE WITH THESE APPROVED PLMNS. ANY DEVIATION FROM THESE PLANS WI. REQU E APPROVMIL.FROM THE OWNER, ENGINEER MD APPROPRIATE PUBIC AGENCIES. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND MY OTHER RELATED PERMTS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. ALL LOCATIONS OF DOTING UTIUTES SHOWN( HERON HONE BEEN ESTABLISHED BY FIELD SURVEY OR OBTMN:D FROM AMIABLE E REJOORDS MD SHOULD THEREFORE SE COED APPRIOXIWTE ONLY AND NOT NECES'SMMLY COMPLETE. IT IS THE SOLE RESPOINSSJTY OF THE CONTTMrCTOR TO INDEPI NOENTLY VERBY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER NO AVOID ANY OTHER UTIU ES N10R SNOBN PgREON WHICH MAY BE AFFECTED BY THE NPLEMDNTATION OF MIS PUN. 7. THE OO OMICTOR MALL CONTACT THE UTI TIES UNDERGROUND UND LOCATION MITER (1-600-424-5565) PONWUCT � THE OWNER OR HIS ATNE SHALL BE CONTACTED F A UTILITY E ALL r S3 MALL k PVC MR-35 PIPE, UNLESS MIME NOTED. STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. SCREW IN CAP JOINT SEALANT 1" DEEP 1" STYROFOAM ALL. AROUND '-. CEMENT CONCRETE CLASS 5 (1-1/2) 6" 01k C.O. (STRAIGHT T RISER) RECtivito MTV ("IF TPJKIM/ SEP 10 ?GO PEwMT caNTER 116 ggg CITY OF TutOSIA PRNED SEP 3 0 2093 AS 4" r E '1 a 0 r x in CNI iO 0 U 0 M 0 0 N 0) C 0 C 0 0 0 0 a. 4' • I --> \'',, / r-- -N r • --1 D - ► , ( N. 1. _ .♦ • ---/ . , I - `� ..0 PRECAST DMDER -= 1, 4 . ......, .. , .,..,.�.. .ro.w,�. r -zo' O 10 20 INSTALL 1 -FIRE PER WATER CONNECTION TO 1 1 - v. 44 z �� � o tt 1, . 44.1 a � � r co a ir Aib I/ KING COUNTY WATER DISTRICT NO. 125 STANDARD NOTES CONFLICT EXISTS. V 40 , 41 likc `4 d POWER POLE 1 • -4 /: • I/ CB TYPE 1 RIM::: 336,41 E 12" CONC N•�334,31 IE 12" CONC S 334.21 IE 12" CONC NE.: 3 :4 31 C.; ASS8LY. NJ) 125 SIDS. W /6` . 10" BY WET TAP. TAPPING TEE (FL) MAO • VALVE MAO 10 LF 6" DI (MJ) , ri W /L.L1MINARE. w /1'RANSFORMIr R I/ if 1 6. CONTRACTOR SMALL FURNISH ALL MATERIALS. 1i 10. CET NION MEpHINMp1L JOINT SLEW COUPLNNM REQ MED. f NSTALL NEW CLEANOUT. APPRO �' LOCATION OF EXISTING 6" SIDE "? `. EXACT LOCATION AND it TO BE VERIFIED BY THE Ii BY 'POT - HOLING" ANDi/ . IF CONFLICTS APPEAR Td EXIST, «" ACT ENGINEER IMMEDIATE . GAS VALVE- - .J 0" WATER MAIN !I // Skill RiM ~.336.48 IE `( CONC N•- 323.17 IE 1 . " CONC S=323.26 EXISTING 6 U SDMH RIM=334.25 -Cr TOP 12" CMP RISER= 333.:0 1E 12" GATE ±VALVE= 321.02 \ 1E 24" SQUASH PIPE Eµ321.10 1E 12" CMP SW=321.00 \_ LOT L IGHT CB TYPE : RIM= 3.32.88 `\ 'E 12" CONC N =330.83 '.E 12" CONC S- 330.83 IE 12" CMP NE- 330.88 1. APPROXIMATE LOCATIONS OF EXISTING UTILI'iES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTIJTIES NOT SHOWN SO AS TO AID DAMAGE OR DISTURBANCE. THE CONTRACTOR SH1YL CONTACT THE UTILJTIES UNDERGROUND LOCATION CENTER (1 -800- 424 -5556) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATNE SHALL BE CONTACTED F A UTILITY 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TINE OF STAKING. 4. CONTRACTOR S1 * L FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS MD FOR 1NIIRMITIONI FROM TIE ENGINEER'S DEOGN. 5. CONrRACIOR SHALL INSTALL EQUIPMENT M ACCORDANCE WITH MM LIF RECOMMENDATIONS, WATER DISTRICT NO. 125 SPECIFICATIONS, AND (CITY OF TUKWILA / CITY OF SEAT / KING COUNTY) STANAMAIIDS. 7. ALL WATER MANN PIPE SIMILE BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANCNIL JOINT CEMENT LINE We A21.4), EXTERIOR COOED WITH COIL TM VARNISH. INS?A NATION TO BE IN ACCORDANCE WAN MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SIMIL. BE CAST ZION AIM SHALL COMMA TO APPUGABLE PORTIONS OF NISI STIMOND A21.10, A21.11, 816.2, 016.4 AID A21.53, WITH A M IMI PRESSURE IMITING OF 150 PSI NCI WELL BE CEMENT UIED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDIVE NITS TO SE MUELLER. (.L. HYDRANTS IN COY OF SEATAC TO BE IOWA) O. CUT -INS NO IM TAM TO BE MADE BY CONTRACTOR. OVER DISTRICT NO. 125 SUPERINTENDENT, ENS! NO (CITY OF 1IALWILJI CITY OF SEAT / KIN: COUNTY) INSPECTOR MUST SE NOTIFMO 41 HOURS IN SUPERINTENDENT. EXISTING 1i" DOMESTIC MD 1" IRRIGATION WATER METERS TO REWJN. CONNECT NEW DOMESTIC WATER SERVICE TO EXISTING DOMESTIC METER. - LOT LIGHT / 11.1) ! 11. TAPPING SLEEVES SILL BE MUELLER CAST IRON, JCM EPDXY MATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPUNGS, CONNECTIONS` CUT -INS, AND LIVE TAPS. 13. 3-1/2 FOOT MINIMUM COVER OVER ALL WATER MAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMNENCE OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WATER DISTRICT INC. 125 SUPERINTENDENT OR DISTRICT ENGINEER AND THE (CRY OF TUKWILA / SEAT / KING CoUN TY) PUBLIC WORKS DOWER. 18. REFER TO WATER DISTRICT NO. 125 CONDITIONS AND STANDARDS, AND TO THE (CITY OF TUKWILA / CITY OF SEAT / KING COUNT)) STNDARO SPECIFICATIONS FOR ALL REMAINING NOTES MD DETMLS. 19. PROVIDE 3/4-INCH SERVICE UNE MD TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MA)aMIJM ALLOWABLE OPEN TRENCH SIW.L BE BO FEET. 21. STOCK PIES SMALL BE COVERED DURING ALL PERIODS OF PR J 1PITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED MD COPES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER ALL COMPACTION UNDER PINNED MO TRAFFIC MIAS 9IM11 SE 94% MOWN DENSITY MODIFIED PROCTOR PER ASTM D-- 1567. ALL OTHER AREAS TO BE S0% 16cMI M DENSITY MOWED PROCTOR. 21 ALL VMILVES, F9E wows AND SERVICES TO THE METER STOP TO SE INCLUDED AS PART OF ALL PRESSURE NM PURITY TESTS. NO EMXPITON15. 1414 DOMESTIC WATER UNE • FOOL UNE SIZE TO BE DETERMINED BY BUILDING PLUMBER CH4!NLINK FENCE , WATER /SEWER CONNECTION PLAN 1 I _ 21 7.81' `_ LAJ 2 C :iiu�b�".. ;�ks k '..<, h:K�.>< F t r � �.:JEa Yy � ^;ll k°?fbE. 3` n ....a- - - "'-- -_�•': r r Cam '-- CONC. SLAB /Nk' FENCE CB TYPE 1 RIM= 334.46 IE 24" CMP W= 331,67 IE, 5" CMP E= 33.2.78 IE 6" CMP S- 332.68 12" MAPLE 12" MAPLE: - (2)24" MAPLE 36" MAPLE (2)24" MAPLE :36" MAPLE j ~ 36" COTTONWOOD ( l BUIDING 30" COTTONWOOD 30" CO 'OtiMX) ) 31: 7COT1'ONWOOD • 60"R OTTONWOOD t O 2O/ 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH (CITY OF TUKWILA / CITY OF SEATAIC / KING COUNTY) REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED TO WITHIN 10 FEET OF MY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENMCES wFIERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BY WATER DISTRICT NO. 125. ■ DO NOT SCALE MOM Di{A1NINCla 1'-0 2" VENT PIPE TO BLDG. VENT SYSTEM TO PROVIDE POSITIVE DRAIN TO GREASE 6" MIN DIA. INLET EL =332.3 NON - SHRINK GROUT PRECAST CONCRETE VAULT COAT INTERIOR WITH COAL TAR EPDXY. .► . ,.,..w......- +..... ...+..........- .......- ...,.- ....... +.FM .. w .....am...•••.."•. CONCRETE PAD 10" DIM "B" 600 750 950 1000 1250 1500 1750 2000 2500 2750 3000 4000 5000 6000 4" A t GREASE TRAP SIZING CALCULATIONS: NUMBER OF MEALS LS 1PER HOUR) WASTE FLOW X RATE RETENTION X TIME STORAGE UQUID X FACTOR = CAPACITY 95 X 5 X 1.5 X 2 = 1,425 USE 1500 GALLON INTERCEPTOR. RIM EL =±335.9 RIM EL= t335.9 ADJUST TO GRADE SECTION NEW AA DIM "A" NON - SHRINK CLEAR ACCESS OPENINGS GROUT BOTH SIDES --.. PLAN VIE 4 isoTTi SIDES (DESIGN CRRERI A UNIFORM PLUMBING CODE APPENDIX H) NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 psi 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI- 318 -83 BUILDING CODE ASTM C--857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" 5. ALL SEWER UNE CONNECTIONS TO THE INTERCEPTOR SHALL BE CORE DRILLED AND SEALED WITH NON- SHRINK GROUT. 6. ACTUAL VOLUME is 1,500 GALLON 7. LOADS: H -20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO. 8. FILL W/ CLEAN WATER PRIOR TO START UP OF SYSTEM. 9. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND SAMPLING TEES. 10. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. 24" MIN DIA LOCKING FRAME & COVER: GAS TIGHT, HS -20 LOAD CAPACITY AND LABLED "PRIVATE SEWER" (3 PLACES) RIM EL= t335.9 6" MIN. 1 DIM "C" DIM "D" 12" MIN. COMPACTED DEPTH PEA GRAVEL OUTLET CLEANOUT SANITARY SEWER EL =332.2 IAN FACTURED PRODUCT) PRECAST CONCRETE TANK DELI DATA: SINGLE SERVICE KITCHEN WITHOUT DISHWASHER SEATING CAPACITY: APPROX. 60 SEATS ESTIMATED MEALS SERVED: 95 PER PEAK HOUR 181 HOURS OF OPERATION GREASE INTERCEPTOR DETAIL (TUKW1LA DETAIL 1183 -12) (LmLrrY VAULT X5106 -GA -1500 GALLON) NOT TO SCALE VAL WE SEWER DISTRICT S rMIOARD NOTES: 1. ALL WORK AND MMATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VAL WE STANDARD SPECIFICATIONS, AND WSDOT /APIA STANDARD SPECIFICATIONS, LATEST EDITION. 2. PRIOR TO Ni! CONSTRUCTION ACTMTY. THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PERSONNEL UCTION CONFERENCE WITH THE VML WE SEWER DISTRICT CONSTRUCTION INSPECTION 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. ALL SMNTTARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORQWWCE WITH THESE APPROVED PLMNS. ANY DEVIATION FROM THESE PLANS WI. REQU E APPROVMIL.FROM THE OWNER, ENGINEER MD APPROPRIATE PUBIC AGENCIES. 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND MY OTHER RELATED PERMTS PRIOR TO ANY CONSTRUCTION ACTIVITY. 6. ALL LOCATIONS OF DOTING UTIUTES SHOWN( HERON HONE BEEN ESTABLISHED BY FIELD SURVEY OR OBTMN:D FROM AMIABLE E REJOORDS MD SHOULD THEREFORE SE COED APPRIOXIWTE ONLY AND NOT NECES'SMMLY COMPLETE. IT IS THE SOLE RESPOINSSJTY OF THE CONTTMrCTOR TO INDEPI NOENTLY VERBY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER NO AVOID ANY OTHER UTIU ES N10R SNOBN PgREON WHICH MAY BE AFFECTED BY THE NPLEMDNTATION OF MIS PUN. 7. THE OO OMICTOR MALL CONTACT THE UTI TIES UNDERGROUND UND LOCATION MITER (1-600-424-5565) PONWUCT � THE OWNER OR HIS ATNE SHALL BE CONTACTED F A UTILITY E ALL r S3 MALL k PVC MR-35 PIPE, UNLESS MIME NOTED. STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. SCREW IN CAP JOINT SEALANT 1" DEEP 1" STYROFOAM ALL. AROUND '-. CEMENT CONCRETE CLASS 5 (1-1/2) 6" 01k C.O. (STRAIGHT T RISER) RECtivito MTV ("IF TPJKIM/ SEP 10 ?GO PEwMT caNTER 116 ggg CITY OF TutOSIA PRNED SEP 3 0 2093 AS 4" r E '1 a 0 r x in CNI iO 0 U 0 M 0 0 N 0) C 0 C 0 0 0 0 a. 4' • I CONSTRUCTION NOTES OW OP MACULA DRAM= MINERAL 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKINILA ENGINEERING SWORDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION AC'TMTY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBNUTY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTMJTY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1 --a00- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A U11UTY CONFLICT EXISTS. 6. CATCH BASIN - TYPE I - PER WSDOT/APWA STANDARD PLAN B-1 OR ASSOCIATED SAND AND GRAVEL CB-15. OR EQUAL. 7. CATCH BASIN - TYPE II - PER 1NSDOT /APIA STANDARD PLAN B-1 E (48 -INCH I.D. OR 54 -INCH I.E. AS DESIGNATED) OR ASSOCIATED SAND AND GRAVEL C8-19. OR EQI�AL_ 8. UNIT COVERS AS DESIGNATED ARE WSDOT /APIA STANDARD, (PER STANDARD PLAN B-12). 9. ALL TYPE II CATCH BASINS SHALL HAVE LADDERS OR SAFETY STEPS PER WSDOT /APWA STANDARD PLAN B -12. 10. ALL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT /APWA STANDARD PLAN 13-2A. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL. ALL OIL/WATER SEPARATOR CB GRATES SHALL BE OF THE ROUND SOLID LACKING TYPE. 11. 12. 13. ALL STORM DRNEINIE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: A. HELICAL CORRUGATED ALUMINUM (OR ASPHALT- TREATED , MINIMUM 16 GAUGE OR GREATER AS SHOWN 2 2/3 -INCH x 1/2-NCH WfflUGATION, WITH WATERTIGHT CONNECTING BANDS. B. CONCRETE, PER A.S.T.M. C -14, CLASS II, NONREINFORCED BELL AND SPIGOT (WITH BELL FLUSH WITH C.B. WALL OF USED). WITH RUBBER GASKETS. C. P.V.C. CONFORMING TO A.S.T.M. D -3034 - SDR 35. D. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1) PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND 2) WHERE A PIPE MATERIAL. IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL. MUST BE USED. E. MINIMUM PIPE COVER SHALL BE 2.0 FEET. F. SMOOTH WALL SPIRAL RIB ALUMINUM (OR ASPHALT- TREATED STEEL) PIPE, 16 GAUGE. W/34 -INCH 3/4 -INCH RIBS AT 7 -1/2 INCHES O.C. G. ADS TYPE N -12 HIGH - DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF A.A.S.H.T.O. M -294. 14. ALL PIPE BEDDING SHALL CONFORM TO WSDOT /APIA SECTION 9- 30.7(1)8 FOR ALL*$NUM AND P.V.C. PIPE, AND SECTION 9- 3O.7(1)A FOR CONCRETE PIPE. ALL TRENCH BACKFIIl SHALL BE COMPACTED TO 92 PERCENT MINIMUM DRY DENSITY PER A.S.T.M. D- 1557 -70. 15. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATION 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR THE TOP OF' THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING,' THE FIRST LEFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE MATERIAL IN THE BOTTOM THE TRENCH IS LOOSENED, REGRADED, A COMPACTED TO FORM A DENSE UNNYELDING BASE. 16. ALL BUILDING ROOF DRAIN DOWNSPOUTS AND FOOTING DRAINS SWILL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. ROOF DRAMS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 6-INCH OR 8-INCH DIAMETER WHERE SHOWN) NP P.V.C. RIGID, NONPERFORATED FOR ROOF DRAINS, PERFORATED FOR FOOTING DRAMS.) CLEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MAINTANED. THE SYSTEM SHOWN HEREON IS SCHEMATIC ONLY. THE DRANdAG GRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT AS REQUIRED TO DRAIN THE SITE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CL.EJYIOUTS AND SUBMIT SAME TO THE CITY, ENGINEER, AND OWNER UPON COMPLETION OF THE WORK. 17. ALL ROOF AND FOOTING DRAINS SHALL BE LOCATED IN THE FIELD AND ADJUSTED AS NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED ON THE GRADING PLAN TO BE SAVED SA� POSSIBLE. SHOULD BE LOCATED OUTSIDE THE DRIP LIE OF TREES TO BE 16. THE STORM DRAM AGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLAINS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 19. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM 20. CONSTRUCTION OF DEWATE RING (GROUT A►TER SYSTEM, F REQUIRED, SHALL BE IN ACCORDANCE WITH THE A.P.W.A. Sr ANDA D TIONS, SECTION 61 -3.02, 1981 EDITION. 21. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED OUT BY PUMPING. (DO NOT PUMP OR DISPOSE INTO MAY OTHER STREAM, STORM SEWER, OR SfANITARI SEIM SYSTEM.) 22. RIP RAP ROCK FOR EROSION PROTECTION SWILL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM IMUM DEPTH OF ONE (1) FOOT. ROCK AGGREGATE TO BE AS FOLLOWS; 1/2 INCH - 2 INCHES - 10 PERMIT - 40 PERCENT 2 INCHES - 4 INCHES - 20 PERCENT - 40 PERCENT 4 INCHES - • INCHES - 40 PERCENT - 70 PERCENT 21 TESTING OF ALL STORM SEWER PIPE WILL AT THE OPTION OF THE CITY OF TUKIML A. 24. WHEN PLAN ALUMINUM PPE OR PPE ARCH IS USED WHERE IT WILL BE IN CONTACT WITH CONCRETE OR CONCRETE PPE, ALL ALUMINUM SURFACES IN CONTACT WITH THE CONCRETE OR CONCRETE PPE SWILL BE PAINTED WITH TWO COATS OF PAINT. THE ALUMINUM PIPE 10 BE PAWED SWILL IE =NCO WITH SOLVENT TO REMOVE CONTAMINANTS. AFTER MORAL THE PIPE � � PAINTED WITH PAINT, TWO COM OF 71C CHROMATE, PAINT CONFORMING TO ALKYD VEHICLE.) 71111IN 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY T UTTUTES SITE INSPECTOR AT ( 206) 433 -0179 AT LEAST 48 HOURS BEFORE STARTING 3. REQUEST A PUBUC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED CITY OF TU A. REQUIRE PRE-APPROVAL FROM THE OWNER, THE ENGINEER. AND 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA INFRASTRUCTURE DEMON AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SWILL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. CONTRACTOR SWILL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON UD LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL L BE IWAD 83/91. FOR PROJECTS WITHIN A FL000 CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. THE CONTRACTOR SHALL REPLACE. OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 11 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE '"STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,' WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 14. ALL LOCATIONS OF EbStING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FE].D SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD 'THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONS61L11Y OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL tlIIUIY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND /AVOW ANY OTHER U1LI11ES NOT SHOWN HEREON WHICH MAY AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE Ut1U11ES UNDERGROUND LOCATION SERVICE (1- 000- 424-5566) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE YEDYIIELY CONTACTED IF A UTILITY CONFI.ICT EXISTS. 15. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO MINIMUM 95 PERCENT DRY OPTIMUM DENSITY PER A.S.T.M. D- 1557 -70 (MODIFIED PROCTOR). 16. UNLESS OTHERWISE NOTED, ALL ELEVATIONS SHOWN IN PAVED AREAS ON THE PLANS ARE TOP OF PAVING. 17. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED IN ACCORDANCE WITH CITY OF TUKWIAA, WSDOT /APWA STANDARD PLAN B-11, AND hECWWICAI.I.Y COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT -UNE CUT WITH SAW IN A CONTINUOUS UNE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BOCKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICIOESS OF THE ORIGINAL ASPHALT OR THREE (3) INCHES. WHICHEVER IS GREATER. CIn c TUM Y i AMMO SEP 3 0 2333 A raj ,'U P(?) r N -- �rarv" ,, SEP 1 +1 ?003 PLAINT CENTER 0 1 �..ui • -10-05 i N 1 0 i s 0 -d z I • • w • 0 0 oc 0 C 0 0 U 0 0 0 0 N 0 41) 0 4 Jab ow I qbGH4(, 1 1 8215 72ND AVENUE SOUTH F I 1 1 spa.: q For s snow 1 I Sant o o s • ( _ ist ; tf• ' F ste F'.'' 1 O()U ;`� t ) /' @ \ e ngineering\ 10750 - 1.dwg Dote /Time: 06/13/2003 08 :52 Scale: 1 =20 esingleton Xrefs: z 10750s,z 10750b,hal, 45; roll rz 000411.4), IQ 7 0 z twcti et, it ' cc, Na. Number Dots I ey 1 OW . I lippr. 3 !i- tf.3 -a1 1PW WPC HPC RF11 SFfl Pitt d P WT MEW 2O D� O gZ ig> gt8 tgz 1 4531 ho it D PZ ffi STAKE & GUY ONE GRaikid ., NURSERY GROWN, MULTI - -TRUNK EQUAL TO 2" CAL STAKE & GUY ONE GROWING SEASON; NURSERY GROWN. LOW BRANCHED STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE BRANCHED AT. 6' NURSERY GROWN, LOW BRANCHED, SPECIMEN, SYMMETRICAL. IN LAIN PLANTER STAKE & GUY ONE GROWING SEASON NURSERY GROW N FOR STREET TREE USE, BRANCHED AT 6' TO REMAIN SA AND PROTECT. M rell PRUNE CLEAN -UP, AND PROTECT PER AMORIST 4 PER PLANTER, SEE DETNL FOR PUNTER BACKFILL M LOW PLANTER IN LAN PLANTER II LAN PLANTER EP30 tbti .t1) LANDSCAPE PLANTING NOTES AND MATERIALS sOOPO oP wo* FURNISH ALL MATERIALS, LABOR. EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPUSH THE TREATMENT AND PREPARATION OF SOIL. FINISH GRADING. PLACEMENT OF SPECIFIED PLANT MATERIALS. FERTILIZER, STAKING. MULCH, CLEAN -UP. DENIS REMOVAL. AND 00 - DAY MAINTENANCE. QUAJFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING ' JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK. OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK. OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK. REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE- ESTABLISHING FINISHED GRADE AND RE- MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL. FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1. SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1- 1986). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONE." INDICATES CONTAINER; "BR' INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL UNE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR Y' CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL. SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLAIN BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT. AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS. UNLESS NOTED OTHERWISE ON THE PLAN. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, LAWN AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA TO BE OBTAINED. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED. A TEST TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPUCATION RATES, AND POST- CONSTRUC- TION MAINTENANCE PROGRAM. TESTS TO BE PERFORMED BY AN APPROVED SOIL TESTING LABORATORY WHICH WILL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER TO TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL TO BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW. AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM TO CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM. U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPUER AND SAMPLE OF TOPSOIL CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON-SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 1. ORGANIC COMPOST TOPSOIL FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING IS FOR SOIL WITH 3 -4 PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE /COMPOST X ORGANIC CONTENT. BLEND. AND /OR AGED FIR BARK MULCH WILL SATISFY ORGANIC REQUIREMENTS. COMPOST TO BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. 2. FERTILIZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER TO BE "AGRO- DELUXE NURSERY' 10 -15 -20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL ON -SITE TOP SOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. E) TOPSOIL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES MINIMUM OF TOPSOIL PER A) AND /OR B), ABOVE. CONTRACTOR TO ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR TO FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS TO BE EVENLY BLENDED THROUGHOUT THE TOP 6- INCHES. TOPSOIL TO BE WORKED INTO SUB --11 cSE FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED NTH I PARKING PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PIT BOTTOM 12" TO MINIMIZE STRUCTURAL COMPACTIONS BA RK MULCH ('TOPDRE'"SSTNG): ONE- HALF --INCH (1/2") SIZE, TO ONE -INCH (1 "), I.E., "MEDIUM," HEMUOCK/F1R BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN LAWN. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ME NOT ACCEPTABLE. STAKES: 1 -1/2 -INCH DIAMETER, NET, BY 8-FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL.: 1 —INCH WIDE POLYETHYLENE CHAIN N LOCK TYPE TIES; OR, 3/e WAIVER RUBBER, NO WIRE. �FIERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR TIE FIRST YEAR AFTER INSTALLATION. • K:. •• a 2" MULCH LAYER (COMPACTED DEPTH) FINISH GRADE 3" BELOW TOP OF PLANTER PREPARED PLANTER SON. MIX COMMERCIAL GRADE PUNTER SEE ARCHITECTURAL PLANS PROVIDE FILTER FABRIC OVER DRAIN HOLES 4" LAYER WASHED PEA GRAVEL PLANTER DRAINAGE /BACKFILL DETAIL NOT TO SCALE NOT TO SCALE ....r -• 4 . ••• ANTI-DESICCANT: 'WILT- PROOF'." 4S HOURS PRIOR TO SHIPMENT TO SAE FROM JUNE 1 reams SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELMERY. PLANT MATERIAL DELIVERED TO SITE TO OE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. CRECVTION: FINISHED GRADES: PINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER IWO INCHES (2 DIAMETER FROM TOP THREE INCHES 3 OF PREPARED PLANTING BED. ALL FINISHED GRADES TO BE SMOOTH EVEN GRADES. LOW COMPACTED. AS SHOWN ON THE PLAN AND DETAILED. SITE CM. DRAWINGS IDENTIFY FINN. ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT. PLANT AND STAKE OR OW. AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES TO BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL UR10 WATER ONLY. NO MECHANICAL COMPACTION. INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3") BELOW, AND 'TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE. AS DETAILED. MULCH: MULCH ALL GROUND COVER AREAS NOT COVERED BY LAWN. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. r UTILJTY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES /SHRUBS AND 2 - FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND IML AY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE- ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE TO INCLUDE 'THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. 2" MULCH LA YER (COMPACTED DEPTH) FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN —1/2" ABOVE GRADE 1" ABOVE GRADE NOTES: .. • BED • 0 REMOVE CONTAINER & WORK ROOTS FREE OF SOIL; SPREAD ROOTS INTO EXCAVATION 0 BACKFlLL TO BE SETTLED USING (MATER ONLY *SEE PLANT LIST FOR PLANT SPACING 1 GROUNDCOVER PLANTING DETAL NOT TO SCALE PRUNE ofraitNcW TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: • STAID ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE • KEEP ROOTOAI.L MOIST NV PROTECTED AT ALL Tilrl'S O HOLD CROrNM OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT TRUNK AND LRIS FROM INJURY O OACKFILL. TO BE SETTLED USING WATER ONLY — NO MECHLANMCAL COMPACTION o REMOVE ALL WIMP, TIES & CONTAINERS. REGARDLESS OF MATERIAL. 2*2 D.F. STMES, PLUMB WITH ELASTIC CHAIN-LOCK TAPE TIED IN MIK EIGHT; (REMOVE AFTER ONE PROTECTIVE WRAPPING DURING SHII'M EIff TO SITE * INSTALLATION REIAOVE AT COMPLETION OF PWIIINQ r MULCH LAYER (COMPACTED HOLD MULCH s FROM raUNc 10" ERMINE ED ORME PIERRE a��,�wu�"n��s�0�"ivi AND • .• •. • ( 1'LJIII�! /LMS'1) (ILJMAO tea! 111L01) MOVE SCORE arm FROM PERIMETOt ROOM SPREAD Boas INTO ooMraioN. SET BILL ON UNDISTURBED INK OR COMPACTED Mono UNDO DU POWWOW 10 (+) 24 . DEC TREE f `/M„ �, STAKING TIM. id MULCH AT CURB DETAIL NOT TO SCALE NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER LTURAL SOIL DEPTH OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL BERM HEIGHT 6" TYP. MIN. OR AS NOTED SOIL LINE: 3" IN MULCH. FLUSH IN TURF sUecRAoE REMOVE EXCESS GRAVEL. AID PAVING NOT TO SCALE DENOTES TREE NUMBER Or FROM AMORIST REPORT ira�cu 2' MULCH LAYQt (COMPACTED DEPTH) 1" MAX. TOP OF CURB TO TOP OF MULCH • CURB PLANT MATERIAL SPA1O DETAL Ii 12" MAX. UP G NV PARKING LOT PLANTERS DETAIL (TOPSOL PREP.) NOT TO SCALE , r A,`e � vii �� L��o • mi .�, � � _ -mss � (Uri TOPSOIL SETTLED (COMPACTED CONDmON) CURB 1-1/2" DRAIN AT LOW POINTS & 10' MAX. SPACING PAVING SECTION (DEPTH VARIES) PA(I1O LOT LANDSCAPE CALCULATION MINIMUM MOOR PwaNO LOT MOWN REQUIREMENT: '� 511 STALLS AT 15 !/ PER STALL MO !/ REQUIRED PLANT MATEFAL;ScHEDULE SYMBOL eorANiaAL / COMMON NAMES 114 0 0 • 0 U 0 • • "7,/ TREES: ACER CIRCINATUM / VINE MAPLE CORNUS 'EDDE'S WHITE WONDER' / EDDIE'S WHITE WONDER DOGWOOD SCARLET O / AK STYRAX OBASSIA / FRAGRANT SNOWBELL ZELKOVA SERRATA / SAWLEAF ZELCOVA EXIS=TING TREES 1.42$ SF PROVIDED SHRUBS: CRASSIFOLLAdmea MINTER BLOOMING CISTUS HYBDUS / WHITE ROCKROSE ERICA x DARLEYENSIS 'FURZEY / HEATH HDAEROCAWS HfirB. 'STELLA D' ORO' / YELLOW DAYULY LEX CRENATA 'CONVEXA' / JAPANESE HOLLY NANDIdA DOMESTICA / HEAVENLY BAMBOO NEW �ZEALAND FLAX PRUNUS LAUROCERASUS OTTO LLJYKEN LAUREL timer / RHODODENDRCN NO COMMON NAME / RHODODENDRON 'UNIQUr NO COMMON NAME / ./ COMPACT LAMEN DER COTTON NO COMMON NAME / DINIW" BURN S VI M OLACEJR ENGUSH IVY / CFAMOTFILJS OLORIOSUS 'POINT REYES' / POINT REYES CEANOTNIUS FRIVIAMA CHIU3ENSIS ORNAMENTAL RUINS PENTPLOSI EVERGREEN !N AGAPANTHUS AFRICAN US / ILY—OF —THE—NRE and CROCOSMIA O�S'INA / CAOO on/ MOM IVY ••• 6' -8'HT. B 2' CAL. B & B 2' CAL. B 2" CAL. B & B 2" CAL. B&B 1 GALLON 21" - 24" CONTAINER 1 GALLON 1 GALLON 18" - 21" CONTAINER 21" - 24" CONTAINER 5 GALLON 18" -21" 18" —21" B & B 18" -21" B &B 1 GALLON 4' HIT. CONTAINER 18" —21" CONTAINER 4' POT 4" POT 4" POT 4" POT 1 GALLON 1 C LLON 4" POI • 1 i I, E 1 !I N N U) 0 to 0 N i dier • 41 1. IRRKA'flON Notes GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL. SERVICE FROM ELECTRICAL. SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN($). PROVIDE STANDARD THREADED STUB --OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT-OF-CONNECTION (P.O.C.) CONTRACTOR SMALL NOTIFY OWNER AND BARGHAUSDI CONSULTING ENGINEERS, INC.. OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEETING. 2. SYSTEM HAS BEEN DESIGNED FOR 20 GPM AT 75 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST /CALCULATION 85 -90 PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOcC UDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 5. MMNUNNE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND UNE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSTPONED ADJACENT TO CURBS. IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS- BUILT" DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMIUARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING. SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON RISERS TO BE INSTALLED NEXT TO WALKS. STREET. AND /OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS TO BE FLUSH MOUNTED, POP -UP MODELS ONLY. IRRIGATION HEADS ON RISERS TO BE AS NOTED ON THE PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS. AND /OR ALTERNATE NOZZLES. IN- NOZZLE ADJUSTMENT IS UNITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S UMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBUSHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL. SPLICES. 3M, SCOTT'S LOCK SEAL TACK 3576 -78, OR EQUAL.. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINUNE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. Lb Li) AND APPROVED. AND SHALL BEAR THE U.L LABEL. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT. OR PURVEYOR, AND OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION /SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES. OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. IRRIGATION SCHEDUUNG: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE- ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBUSHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE') TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDUUNG TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 17. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. * ELECTRICAL'. 24 VAC; INSTALL.. PER MFR'S SPECS. * SET ADJUSTMENT AT 1/4" RAINFALL TO INTERRUPT SOLENOID CIRCUIT O MOUNT ON WEATHER EXPOSED WALL S' ABOVE GRADE. O PROVIDE 1/2" GALV. ELECT. CONDUIT TO O PINT CONDUIT TO MNTCM BUILDING COLOR„ R SENSOR DErAL (WALL MOtff) NOR 10 SCALE piw..... - r..rw ow .. 0 PVC UNION DOUBLE CHECK VALVE PER DETAIL SCH 1110 PVC UNION 0 THE DEVICE TO HAVE ON ALL SIDES POINT oi: CONIVEC'T1ON (P.O.0 DETAL NOT TO SCALE NOT TO SCALE SCH 80 NIPPLE NOT TO SCALE NOT 10 SCALE SCH SXT 90' E BOW NIPPLE EQ VALVE (BLOWOUT) METER PER CITY STANDARDS METER STOP PeIC HEK VALVE ASSEMBLY I I IfJ,IIII ,IIIII O S 0.0.0.0 .4 • ••'o 0 I , 7 i w. IMEGNAGINCEIN 8LEEVEMENCHING DETAL DOUBLE CARTON ORADE LEVEL VWL,VE BOXES WILKNS GOO PRES. REDUCING VALVE T %um onlitte2 UE�ER r� I PEre CITY sTDS. REMOTE cONTROL VALVE ASSEMBLY r DOUBLE CHECK VAWE_(SfATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES & TEST INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. QTR NIPPLE & FEMALE UNION SCH so PVC SIDE OF VALVE SCH 80 NIPPLE (TYPICAL) BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT GRAVEL SUMP - 7/8" WASHED. GRAVEL r O PROVIDE EXTRA COILS (181 OF EACH WIRE IN VALVE 0 TAPE WIRE TOGETHER EVERY 20 FT. o MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE o COMPACT SOB. MOUND VALVE BOX o USE TEFLON OR FUMBLE SEALANT IN ALL THREADED FITTINGS. PER MANUFACTURES SPEC'S. TOPSOIL (FINISH PAVING SECTION PER CML PLANS , COMPACTED BACKFILL AT (TOPSOIL BAC FLQ AT 952 DENSITY (STRUCTURAL) PVC LATERAL. SLEEVE(S) ALT. WIRE SUM PVC M NUKE VE PIPE BED MATERIAL TO BE CLEAN & FREE THAN OF �1/2}ARGER o INSPECTION OF COMPLETED ASSEMBLY WY CERTIFIED TESTER REQUIRED. WIRE WITH WATERPROOF WIRE CONNECTOR PLASTIC CONTROL VALVE BOX WITH COVER (10" DIA.x12" MIN.) PVC LATERAL 10 SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" GRAVEL SUMP PVC MAINUNE MAIN UNE FITTING SCH 40 SUP TEE BOX • DIMENSIONS ME MM. CLEARANCES. d &U IRRIGATION SLEDIING TRENCH BACKFILL MATERIAL TO BE CLASS OR BETTER (MAIL OF 1001 PIS MO N0.40 S01) NO BE ( COMPACTED TO MIN. INK OPTIMUM AS T JM DENSITY PER M D- 1567 -70 0 JILIBERSOUngli 6" POP QUIcK OUPUNG VALVE ASSEMBLY NOT TO SCALE SPRINKLER FLUSH WITH MULCH UNE SPRINKLER SCHI GO NIPPLE PVC PVC LATERAL. POI 10 SCALE • POP-JP FISER ASSE.LY r' FINISH GRADE PLASTIC VALVE BOX (10" DIA.) QUICK COUPUNG VALVE 1 . FT. 7/8" GRAVEL SUM MARLEX ELL (TYPICAL) SCH 80 P.V.C. NIPPLE SCSI 40 PVC SXSXT TEE O MM MILJFACTURER LIMITS PREVAIL FOR BMSTALIATION NO ADJUSTMENTS. O mom MS JOINT RISERS AT WALKS AND CURBS. 24 FLEXIBLE RIMS ACCEPTABLE I -SCH 40 PVC TEE SNSOT (SIDE INLET ONI.Y) P.O.C. AT EXISTIING IRRIGATION WATER METER VERIFY LOCATION AND SIZE PRIOR TO CONSTRUCTION COORDINATE IRRIGATION WITH PLAPO1NNO DESIGN SEE LANDSCAPE PLAN • r_w` "w r_wr + _____ _______________________________ w � RIGAON SCHEDULE swam DESCRIPTION SYMBOL. ALIGN HEADS WITH PARKING STALL STRIPING 'TYPICAL COSTING TREE TO REMAIN SAVE, AND PROTECT - SEE LANDSCAPE PLAN • • • e o e `o its lb 'b b b tD e e e m O • •see e e I3 MD . • EXISTING LANDSCAPE � � , SAVE. ALA SEE LANDSCAPE PLAN LOCATE MAINUNE ALONG CURB 1/4 MIN NOZZLE (--PC: WITH PCD'a PER CATALOG) PSI SPRINKLER DADS: TORO 570Z -6P POP-UP FOR SPRAY HEADS. DESONED FOR USE OF POD'_ S (-CP) WITH 30-40 OPERATING PSI. USE STANQARD & 1-FOOT LESS RADIUS FOR UNDER 30 PSI. M UM SYSTEM OPERATING PSI OF 20. SIZE PRESSURE TING DEVICES (PCXM) PER CATALOG PERFORMANCE DATA. GPM (STD. PCD'. PER CATALOG) 570Z- 5 F, TQ. Tr, H. T, Q -PC 30 0.35. 0.26, 0.23,, 0.18„ 0.12. 0.09 570Z- 8 F, TO, TT. H. T. Q -PC 30 0.85. 0.64. 0.59. 0.44. 0.29. 0.22 5702- 10 F, TO. TT, H, T, Q -PC 30 1.33, 0.99, 0.89, 0.66, 0.44, 0.33 570Z- 12 F, TO, Tr, H, T, Q -PC 30 1.92, 1.44, 1.28, 0.96, 0.64, 0.48 570Z- 4-SST, EST -PC 30 0.88, 0.43 DENOTES PLANTERS TO BE WAD WATERED DURING INSTALLATION AM) MIAINTENAWCE PERIOD - SQ/TRIA RADIUS PREeP. COVER 1..39/1.60 5' 1.31 /1.52 8' 1.28/1.48 10' 1.29/1.49 12' 1.39 4'x30'/15' 1* TOTAL EXISTING LANDSCAPE TO REMAIN, SAVE. AND PROTECT - SEE LANDSCAPE PLAN SEE IANDSCAPE PLANTING PLAN AND COORDINATE WITH PUNTING INSTALLATION RADIO 100 -PEB REMOTE CONTROL VALVE ON NN. 10' DIAL GRADE LEVEL BOX) HUNTER MN CUK 502H MN SENSOR RAIBD ESP -LX+6 CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND MD BATTERIES PER MFR. SPECS. WIJCINS 850 - BALL VALVE, SIZE TO MATCH PIPE CARSON INDUSTRIES # 1730 (TIVO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LACK LID RNN IRD 3/4" QUICK COUPUNG VAALVE AND 33K KE'Y'S (QCV); COMBINE WITH OTTER VALVES IN SQ. BOX OR 10" DMA, BOX WIJCIrS 950 )(LT - 3/4" DOUBLE CHECK MAUVE (STATE APPROVED); TEST MD CERTIFICATION BY LICENSED BACICFLOW 'TESTER YAWNS 600 - 1" PRESSURE REGULATOR IMMUNE - CLASS 200 PVC Or COVER); 1 1/4" SIZE LATERAL - CLASS 200 PVC Or COVER); SIZE PER PLAN SLEEVE - CLASS 200 PVC (24' MINIMUM COVER AT VEHICLE CROP 'TWICE SI OF INTERIOR k PIPE AND/OR WIRES , SE P 1 ;IL PORN PORN 0,04 TE v v� ' � STATION NUMBER NALVE SIZE MRIQATION SN10WN DIAGRAMAIICALLY FOR PM me. COMMON TRENCH MAINFOLD GROUPED NIL.VES M ADJ CDfT' Si** PAPS *LIE FEASIBLE. «.... r w... s+ r. .... .�,.�...........�.w.....,.n or of Vi SEP 3 p X33 • ,._,.. ,..."..." ♦ _. ;.v -. mow I 1 t41 0 c N p N CO co • co co I I n1 LS N N N I ger 0 0 U • Ai f • I I, WV TYPE 1 Rilrty--334.24 ": PVC N =332.46 PVC S332.46 CO TE :1E16" EGG FH 4 ". /CB TYPE 1 RIM= 332.88 0 , IE 12" CONC N= 330.83 IE 12" CONC S= 330.83 IE 12" CMP NE= 330.88 lr SSMH RIM= 330.94 IE 18" CONC N= 323.66 IE 18" CONC S= 323.79 IE 8" CONC E=323.94 IE 8" CONC W= 323.94 CB TYPE 1 RIM= 336.41 IE 12" CONC N =334.31 IE 12" CONC S =334.21 IE 12" CONC NE= 334.31 (E) ac • C 4IZ Q 4 C J POWER POLE W /LUMINAIRE SCALE: I'.20' •40" EXISTING 1 h" DOMESTIC it 1" IRRIGATION WATER METERS TO REMAIN - UTILITY CO. TO DISCONNECT FROM SITE SERVICE PRIOR TO DEMOLITION SITE DEMOLITION PLAN • POWER POLE W /TRANSFORMER W /LUMINAIRE DASHED LINE AROUND SITE INDICATES LIMITS OF AREA DISTURBED BY DEMOLITION ACI1VITIES (E) STORM SEWER TO REMAIN - CAP AT .. DEMOLISHED CAT CH BASIN IN TIE -INS SOUTH 152nd STREET CB TYPE 1 RIM= 334.28 IE 6" PVC E= 333.04 • EXISTING 3„597 S.F. SINGLE STOREY BUILDING TO BE DEMOLISHED wax won MIK x CHA1NLINK FENCE 0 CB TYPE 1 RIM= 334.46 IE 24" CMP W= 331.67 IE 6" CMP E= 332.78 IE 6" CMP S =332.68 XISTING IDING ...� _ QOIIOt t�ELL CB TYPE 1 RIM= 334.15 IE 6" PVC W =332.80 IE 6" PVC N= 332.80 24" CEDAR 24" CEDAR w ti CHAINLINK FENCE (4)14" COTTONWOOD 12" COTTONWOOD (2)0" COTTONWOOD 12" COTTOmOOO G BUIDING 1111111.111111.0 .111.111. .7't 12" MAPLE 12" MAPLE (2)24" MAPLE 36" MAPLE (2)24" MAPLE 36" MAPLE 36" coTToNwoo0 30" COTTONWOOD 30" COTTONWOOD COTTONWOOD OTTONWOOD PO TIMIttA AMMO SEP 3 0 r.'13 hf F r S ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 It EGISTERED CHITECT WASHINGTON +hor III: nor at rm r 1 0 :003 PER eT cats, Tai OLYMPIC ASSOCIATES COMPANY 15036 International Blvd Tukwila, WA 98168 SITE DEMOLITION PLAN 06 -09-03 POW SET SUONI TAL OWE 1B61011 * c 0 P Y R I CH T at � O ralorR a OSN OAR IW MI a' M! � KIM �O�O pll�rlll NO lr R awl► a .mot aR w . moor woe sons m w sum amp A0.0 AIR et • PROJECT STATISTICS WATER COMPANY : KING COUNTY WATER DISTRICT • 125 SEWEW COMPANY : VALVUE SEWER LANDSCAPE AREA : 6.859 SO. FT. PARKING CALCULATIONS: 1 STALL / 50 S.F. OF USABLE FLOOR AREA 2,796 S.F. USABLE FLOOR AREA 2.796 / 50 = 55.92 STALLS REQ'D. 56 STALLS PROVIDED COMPACT STALL (30% ALLOWED) = 16.8 ALLOWED 10 COMPACT STALLS (8'x 16') 19 MEDIUM STALLS (8.5'x19) 24 LARGE STALLS (9'x19) 1 ACCESSIBLE STALL (13 19') 2 VAN ACCESSIBLE STALLS (16'x 19') 56 STALLS TOTAL MIN. 2 BIKE PARKING - 6 BIKE RACK PROVIDED (1) 10'x30' TRUCK LOADING AREA PROVIDE - PLEASE SEE NARRATIVE PROVIDED REGARDING THE TIME OF DELIVERIES. SITE PLAN NOTES 1. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHOR RIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT & PLANS, ETC. 3. DEMOLITION /SITE CLEARING: SEE SITE DEMOLITION PLAN AND GEOTECHNICAL REPORT FOR EXTENT OF SITE DEMOLITION. THIS WORK SHALL INCLUDE REMOVAL OF ALL EXISTING PAVEMENTS, CURBS (U.O.N), LIGHT POLES (INCLUDING FIG'S.) VEGITATION (INCLUDING STUMPS), UTILITIES (NOT OTHERWISE REUSED) OR OTHER SUBSTRUCTURES AS REQUIRED FOR NEW CONSTRUCTION. 4. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS & SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT REFERENCED IN THIS PLAN SET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING & REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AND MOISTURE CONDITIONED AS SPECIFIED IN THE SOILS REPORT. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, REGISTERED WITHIN THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECS, AND THE RECOMMENDATIONS SET FORTH IN THE SOILS REPORT. 5. THE A.L.T.A. SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. THE G.C. IS RESPONSIBLE FOR LOCATING IMPROVEMENTS PER THESE PLANS. 6. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTORS FULL RESPONSIBILITY TO CONTACT THE APPROPRIATE UTILITY COMPANY. NO COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK FORCE. 7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST, PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 8. SEE CIVIL PLANS FOR ALL WORK IN STREET RIGHT OF WAY. STREET USE, IF APPLICABLE, AND CITY ENCROACHMENT PERMITS TO BE OBTAINED AND PAID FOR BY THE GENERAL CONTRACTOR. 9. REFER TO DWG. E2 FOR SITE ELECTRICAL REQUIREMENTS AND PHOTOMETRIC PLAN. 10. ALL ON -SITE PAINTED STRIPING, LETTERS AND TRAFFIC ARROWS SHALL BE "EPDXY" TYPE "TRAFFIC" PAINT. 11. PRIOR TO SUBMITTING BID AND INSTALLATION OF WATER SERVICES G.C. SHALL CONFIRM AVAILABLE RESIDUAL AND STATIC WATER PRESSURES AT STREET POINT OF CONNECTION. G.C. SHALL BE RESPONSIBLE FOR NOTIFYING PROJECT ARCHITECT /ENGINEER OF AVAILABLE PRESSURE. KEY NOTES 0 A.C. PAVING AND BASE, PER PROJECT GEOTECHNICAL ® NOT USED. REPORT. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT (MAX. SLOPE 2%). ® ACCESSIBLE PARKING SIGN MOUNTED PER DETAIL 6 SHT. ^Q.4. 1/AN" ACCESSIBLE SIGN WHERE NOTED. ® CONSTRUCT 6" THK. P.C.C. PAVEMENT (W /'LAAAP BLACK' 0 8 LBS /CY) W/ 04 0 18 0 0.C. EW ( CONST. JOINTS. 12' -O" TOW AWAY SIGN PER DETAIL 12 SHT. O.C. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT). PROVIDE EXPANSION JOINTS 0 ® PLANT STRIPING PER CITY REQ. & STATE ACCESSIBILITY CODE. 20' O.C. MAX. (MAX SLOPE 1%). 04 HC 03 CONSTRUCT DUMPSTER ENCLOSURE ON 6" THK. P.C.C. PAD ACCESSIBLE PARKING STALL 2% MAX. PAVEMENT SLOPE (W/LAMP BLACK' 0 8 LBS /CY) w //4 0 12" O.C. EACH WITHIN HC ACCESSIBLE PARKING AREA. REFER TO GRADING PLAN. WAY. (CONST. JTS. 12' -O" O.C. APPLY LIQUID ASPHALT AT ALL JOINTS BETWEEN CONCRETE AND ASPHALT). SEE ® INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED ON DETAIL 1.§ SHT. ®Q,,4 PAVEMENT OF PARKING STALL PER DETAIL Z SHT. A4A. (WHITE ON BLUE BACKGROUND) ® NOT USED. 5 NOT USED. 0 PAVEMENT SURFACE AT ALL BLDG ENTRY /EXT DOORS SHALL NOT EXCEED 2X SLOPE FOR 5' IN DIRECTION OF © CONSTRUCT 6" P.C.C. CURB PER DETAIL 1 SHT. ,dQ,3 SWING AND 2' TO STRIKE SIDE OF DOOR. Co CONSTRUCT 6" P.C.C. CURB & GUTTER PER DETAIL 2 SHT. ® CURB ELEVATION AT DRIVE -THRU & PRE -PAY TO BE & 3" A.F.F. ® CONSTRUCT P.C.C. CURB EDGE SIDEWALK PER DETAIL 3 0 NOT USED. SHT. NU. 5% SLOPE MAX., 2% MAX. CROSS SLOPE IN 41: PAINT 24" HIGH LETTERS (WHITE) 024" OC. DIRECTION OF TRAVEL. ® NOT USED. 4* PAINT 12" WIDE X 4' LONG STRIPES ACROSS DRIVE THRU LANE AT 24" OC. CONSTRUCT P.C.C. SIDEWALK PER DETAIL 5 SHT. 1. 5% PAINT TRAFFIC ARROWS WHITE PER DETAIL SHT. 614. SLOPE MAX., 2X MAX. CROSS SLOPE IN DIRECTION OF TRAVEL USE 'EPDXY TYPE' TRAFFIC PLANT. 0 NOT USED. 0 NOT USED. 0 RADIUS TOP OF CURB DOWN TO SIDEWALK. SEE DETAIL 14 ® SENSOR LOOP AT DRIVE THRU WINDOW. REFER TO DETAIL SHT. !lL3. 3 SHT. 0 NOT USED tOCti"" - '® MENU BOARD. SENSOR LOOP & SPEAKER PEDESTAL �,�y q SUPPUED BY OWNER, INSTALLED BY GC. PER DETAIL 3 �P ' SHT. istu. (UNDER SEPERATE PERMIT). (N) FIRE HYDRANT 'Z) 9n1 0 SOFFIT CLEARANCE SIGN SUPPLIED BY OWNER, INSTALLED la (E) F.H. SV 3 .` BY GC. PER DETAIL U SHT. au. 0 (E) LIGHT POLE f' - --'"'' - ® PREVIEW BOARD SIMILAR TO MENU BD. REFER TO DETAIL -^r !�A'' �•` 14 SHT. 80„1. (UNDER SEPERATE PERMIT) la INSTALL BOLLARD PER DETAIL U SLAT. f4 0 .' � NOT USED. INSTALL BOLLARD AT CURB PER DETAIL. Ll SHT. !l0.'. 0 DOUBLE FACED ILLUMINATED DIRECTIONAL SIGN (SIGN FACE 0 INSTALL CONCRETE WHEELSTOP PER DETAIL LQ SHT. a0.3. NOTED) BY SIGN SUPPLIER. ROUGH ELECTRICAL BY GC. (TYP. ADJACENT TO BUILDING) 0 (N)L,ANDSCAPE AREA REFER TO DRAWINGS. NOT USED. la TEL. TERMINATION BRD. PER UTILITY CO. REQ.. REFER TO 0 LIGHT FIXTURES AND POLES SUPPLIED BY OWNER, ELECT. DWG'S. INSTALLED BY GC. REFER TO DETAIL 4 SHT. au. 0 BIKE RACK PER DETAIL 9 SHT. BQ.,,. NOT USED. 0 DECORATIVE POLE FIXTURE -BASE SIMILAR TO DETAIL 0 ELECTRICAL MAIN SWITCHBOARD. SEE ELECTRICAL DRAWINGS. 4 /AO.5. 0 INSTALL KFC FURNISHED CONCRETE TRASH RECEPTACLES GAS SERVICE AS REVD FOR PROJECT PER (TYP. OF 4). PROVIDE CONCRETE BASE IN UTILITY CO. REQT'S. VERIFY LOCATION Of GAS FACILITIES AND ON - SITE LATERALS WITM UTILITY CO. PRIOR TO START OF W ORK. 0 NOT USED. 0 NOT USED. i 1 // i i r 1 i 1 1 I DIIIC?ICNML 11 Pint EXISTING SHELL eERvIC E STATION 6 82109'" W YA.EELSTOP PER 10/A03 TO IMMO 400. 1011......•+ D11ICTIONAL MOWN PROrcem Pk".7LE LIG"IIT LOCATIONS GEE LD" IMANRE FLAN BASE PER 4/40110 MOOR poor rae saw 0 6 $2'O11'00" E anal' 2'10.14' Q0 o 1 SOU114 52nd STREET • •CALEi 1" • 20 0 24 „ cep Ale 24' CEP AR SITE PLAN TON SlruE MA 4M" GDS c1 OD 2*" C011009000 12 * lZ" i i NORTH 2 124' r1APL 3 .M t1APL- 3$„ MAPLI 34," carT0149000 30" CO71040000 cOTTONWO I I ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 IR OLYMPIC ASSOCIATES COMPANY 16038 International Blvd Tukwila, WA 98188 IOW /I -W U IIIOE I'•30► REGISTERED CHITECT lb 1/ R. CR(fSS A ` F WASHINGTON 5155 ME A/1 OIL AR lit SITE PLAN RECEIVED CITY OF rxwILA S E P 2 `; 2003 PERMIT CENTER MR KM 011-01-03 POW SET SI�MI x-03 P IZA 01-21-03 NOAH Cr OK OUCI11011 EVISION N0 wmot * C O P Y R I G H T * 1)(05°201 NifisTYMPASEL617. Mani 0023 6 0.1 AP OMR W GLNE},'AI , dn1 F `). 1. "LOCAL JURISDICTION" SHALL MEAN CITY, COUNTY, STATE, FEDERAL OR OTHER ENTITY HAVING JURISDICTION OVER ANY PART OF THE WORK RELATED TO THIS PROJECT. 2. THESE PLANS AND SPECIFICATIONS ARE SUBJECT TO MODIFICATION DURING CONSTRUCTION WHEN CONDITIONS DEVELOP THAT WERE NOT APPARENT DURING THE DESIGN AND PREPARATION OF THESE PLANS. ALL MODIFICATIONS MUST BE APPROVED BY LOCAL JURISDICTION PRIOR TO CONSTRUCTION AND /OR IMPLEMENTATION. 3. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE MODIFICATION TO THESE PLANS OR OF ANY FIELD CONFLICTS. 4. IN THE EVENT OF ANY DISCREPANCY BETWEEN ANY DRAWING AND THE FIGURES WRITTEN THEREON, THE FIGURES SHALL BE TAKEN AS CORRECT. 5. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE THERETO IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL. CONTACT THE ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. 6. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ACCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL. 7. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMITS PRIOR TO COMMENCING CONSTRUCTION INVOLVING RIGHT OF WAYS, AND FOR THE CONSTRUCTION, MODIFICATION, OR CONNECTION TO FACILITIES. ALL WORKMANSHIP EQUIPMENT AND MATERIALS SHALL CONFORM TO LOCAL JURISDICTION STANDARDS AND SPECIFICATIONS. 8. TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY TRANSPORTATION DEPARTMENT AND SHALL BE OUTLINED IN A TRAFFIC CONTROL PLAN PROVIDED BY THE CONTRACTOR. 9. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. 10. WHERE SOIL OR GEOLOGIC CONDITIONS ENCOUNTERED IN GRADING OPERATIONS ARE DIFFERENT FROM THOSE ANTICIPATED IN THE SOIL AND GEOLOGICAL INVESTIGATION REPORT, OR WHERE CONDITIONS WARRANT CHANGES TO THE RECOMMENDATIONS CONTAINED THEREIN, A REVISED SOIL OR GEOLOGIC REPORT SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE ACCOMPANIED BY AN ENGINEER'S OPINION AS TO THE SAFETY OF THE SITE FROM THE POSSIBILITY OF LAND SLIPPAGE, SETTLEMENT AND SEISMIC ACTMTY. GRADING AND DRAINAGE: 1. THE FORMS FOR CONCRETE SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAYS THAT ARE TO BE CONSTRUCTED TO CONFORM TO EXISTING ROADS SHALL BE INSTALLED TO THE GRADES SHOWN ON THESE PLANS. PRIOR TO PLACING CONCRETE THE FORMS SHALL BE INSPECTED AND APPROVED BY LOCAL JURISDICTION FOR CONFORMANCE TO EXISTING ROAD IMPROVEMENTS. GRADES OF NEW IMPROVEMENTS ARE SUBJECT TO FIELD ADJUSTMENT TO FIT CONDITIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING FACILITIES TO AVOID ANY ABRUPT OF APPARENT CHANGES IN GRADES OR CROSS SLOPES, LOW SPOTS, OR HAZARDOUS CONDITIONS. 3. ALL GRADING, BACKFILLING, EXCAVATION, ETC.., SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL INVESTIGATION REPORTS. REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO THESE PLANS. 4. THE CONTRACTOR SHALL NOT DISTURB ANY PERMANENT SURVEY POINTS WITHOUT THE CONSENT OF LOCAL JURISDICTION. ANY POINTS DESTROYED SHALL BE REPLACED BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 5. WHERE UNSTABLE OR UNSUITABLE MATERIALS ARE ENCOUNTERED DURING SUBGRADE PREPARATION, THE AREA IN QUESTION SHALL BE OVER EXCAVATED AND REPLACED BY SELECT BACKFILL MATERIAL AS DIRECTED IN THE FIELD BY THE ENGINEER. 6. THE OWNER WILL, AT HIS SOLE EXPENSE, MAKE TESTS OVER THE SOIL ON WHICH THE ROAD SURFACING AND BASE IS TO BE CONSTRUCTED AND FURNISH THE TEST REPORTS TO THE PROJECT ENGINEER FOR USE IN DETERMINING THE STRUCTURAL DESIGN OF THE ROADBED. 7. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE ON THE SITE DURING GRADING OPERATIONS AND SHALL OBSERVE THE GRADING AND IDENTIFY AND CONDITIONS THAT SHOULD BE CORRECTED AND RECOMMEND CORRECTIVE MEASURES TO THE CONTRACTOR. B. GRADING AT THE BOUNDARIES SHALL BE DONE SO AS NOT TO OBSTRUCT THE RUNOFF OF STORM WATERS FROM ADJACENT PROPERTIES. STANDARD CONSTRUCTION NOTES: 1. ALL MATERIAL AND WORK SHALL CONFORM TO LOCAL JURISDICTION'S SPECIFICATIONS AND PLANS. THE IMPROVEMENTS ARE SUBJECT TO THE INSPECTION AND APPROVAL OF THE LOCAL JURISDICTION PUBLIC WORKS DEPARTMENT. CONTACT THE LOCAL JURISDICTION'S OFFICE TWO WORKING DAYS (48 HOURS) PRIOR TO THE START OF ANY WORK TO ARRANGE FOR INSPECTION. 2. PRIOR TO EXCAVATING NEAR ANY UNDERGROUND UTILITIES, CALL U.S.A. AT LEAST FORTY -EIGHT (48) HOURS IN ADVANCE AT PHONE (BOO) 624 -2444. 3. THESE PLANS HAVE BEEN CHECKED BY THE LOCAL JURISDICTION AND /OR ITS AUTHORIZED REPRESENTATIVE, BUT SUCH CHECKING AND /OR APPROVAL DOES NOT REUEVE THE DEVELOPER FROM HIS /HER RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION. 4. REFER TO THE FINAL MAP OF THIS TRACT FOR PROPERTY LINE DATA. 5. CONTRACTOR SHALL CONTROL DUST AT ALL TIMES DURING CONSTRUCTION AS REQUIRED BY THE CITY. 6. RELOCATION OF DESIGNED UTILITY SYSTEMS MORE THAN 25' MUST BE REVIEWED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO CONSTRUCTION AND SHALL BE ACCURATELY SHOWN ON REVISED PLANS STAMPED AND SIGNED BY CITY STAFF PRIOR TO THE INSTALLATION OF THE IMPROVEMENTS. 7. ALL CONSTRUCTION STAKING FOR CURB, GUTTER AND SIDEWALK, SANITARY SEWERS. STORM DRAINS. WATER LINES, FIRE HYDRANTS, ELECTROLIERS, ETC. SHALL BE DONE UNDER THE DIRECTION OF A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 8. ALL EXISTING UTILITIES MAY NQT BE SHOWN. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE LOCAL COUNTY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD. 9. BUILDING SERVICES, FIRE HYDRANT LATERALS, GAS AND TELEPHONE LINES, AND ALL OTHER UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO CURB, GUTTER AND SIDEWALK CONSTRUCTION AND STREET PAVING 10. ALL LINES ABANDONED DURING CONSTRUCTION SHALL BE REMOVED. 11. TESTING: a) ALL INDEPENDENT LABORATORY INSPECTION CALLED FOR BY THE LOCAL JURISDICTION ENGINEER WILL BE PAID FOR BY THE DEVELOPER, U.O.N. IN BID INSRUCTIONS. V 12. PAVEMENT STRIPING SHALL BE IN ACCORDANCE WITH LOCAL DURISDICTION STANDARDS. 13. ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH LOCAL JURISDICTION STANDARDS. 14. EXISTING CURB AND SIDEWALK WITHIN THE PROJECT LIMITS THAT ARE DAMAGED OR DISPLACED, EVEN THOUGH THEY WERE NOT REMOVED, SHALL BE REPAIRED OR REPLACED PER LOCAL JURISDICTION STANDARD DETAILS. 15. ASBESTOS CEMENT PIPE (ACP) OR FITTINGS SHALL NOT BE USED. 16. PRIOR TO TRENCHING FOR ANY SEWER, WATER, OR STORM DRAIN PIPE, THE CONTRACTOR SHALL VERIFY, IN THE FIELD, THE SIZE AND LOCATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION. ANY DEVIATION FROM THE PLANS SHALL BE RESOLVED BY THE DESIGN ENGINEER PRIOR TO TRENCHING. 17. MANHOLES. VALVES, CLEANOUTS, ETC. SHALL BE BROUGHT TO FINISH GRADE BY THE UNDERGROUND CONTRACTOR AFTER THE FINAL PAVING COURSE IS PLACED. STORM DRAIN NOTES: 1. STORM DRAIN PIPE SIZES SHALL NOT BE CHANGED WITHOUT THE APPROVAL OF THE ENGINEER. 2. STORM DRAIN PIPE MATERIALS SHALL BE IN ACCORDANCE WITH LOCAL JURISDICTION STANDARD SPECIFICATIONS. 3. FOR ALL CONSTRUCTION PROJECTS, CONTRACTOR SHALL FILE A NOTICE OF INTENTION (NOT) TO THE STATE WATER QUALITY BOARD. THIS IS PART OF THE NPDES PERMIT PROCESS. CONTRACTOR SHALL ALSO BE IN COMPLIANCE WITH CURRENT LOCAL JURISDICTION CODES AND ORDINANCES. THE CONTRACTOR MAY FILE FOR A NOTICE OF EXEMPTION WITH THE STATE WATER QUALITY BOARD. 4. ALL CONSTRUCTION SITE ACTMTIES SHALL CONFORM TO THE STATE WATER RESOURCES CONTROL BOARD, NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES). WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. WATER NOTES: 1. ALL WATER LINES, INCLUDING THE EXISTING, SHALL BE PRESSURE - TESTED FOR LEAKS, DISINFECTED, FLUSHED AND TESTED FOR BACTERIA IN CONFORMANCE WITH COUNTY SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE BY THE LOCAL JURISDICTION. 2. ALL WATER SERVICES SHALL INCLUDE A BROOKS 1017 OR CHRISTY /B12 BOX OR EQUIVALENT. 3. ALL VALVES, TEES AND CROSSES TO BE FLANGED TO THEIR RESPECTIVE FITTINGS. WATER VALVES TO BE RESILIENT SEAT ONLY. 4. ALL VALVE STEMS MUST BE BROUGHT TO A MINIMUM OF FOUR FEET (4') BELOW FINISH GRADE WITH STEM EXTENSION UNITS. 5. THRUST BLOCKS SHALL BE PROVIDED AT ALL REQUIRED LOCATIONS ON WATER LINE IN ACCORDANCE WITH THE COUNTY SPECIFICATIONS AND DETAILS. UTILITIES NOTES: 1. ANY TRENCH EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH TRENCH BACKFILL STANDARDS PER LOCAL JURISDICTION REQUIREMENTS. 2. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING STRUCTURES AND /OR UTIUTIES DURING CONSTRUCTION, PROPER REPAIR SHALL BE DONE TO THE SATISFACTION OF THE APPROPRIATE UTILITY COMPANY. 3. THE CONTRACTOR SHALL COORDINATE THE WORK TO AVOID CONFLICTS BETWEEN SEWERS, STORM DRAINS, AND WATER MAINS. TEMPORARY REPAIRS TO ALL TRENCHES WITHIN THE TRAVELED WAY ON EXISTING ROADS SHALL BE MADE WITHIN TWENTY -FOUR (24) HOURS OF TRENCH OPENING. MINIMUM TEMPORARY REPAIRS SHALL CONSIST OF BACKFILLING AND COMPACTING 6" OF AGGREGATE BASE AND 1 OF TEMPORARY ASPHALTIC SURFACING. 4. MINIMUM COVER FOR CONDUITS SHALL BE 36" UNLESS OTHERWISE SHOWN OR NOTED ON THESE PLANS. 5. EXISTING UNDERGROUND FACILITIES AS SHOWN ARE APPROXIMATE ONLY AND WERE OBTAINED FROM AVAILABLE UTILITY RECORDS. HOWEVER, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY OR COMPLETENESS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL LOCAL UTILITIES AND TO HAVE ALL FACILITIES LOCATED AND EXPOSED TO VERIFY THE CLEARANCE OF NEW PIPELINE CROSSINGS BEFORE CONSTRUCTION OF NEW PIPELINES COMMENCES. 6. ANY RELOCATION OF PUBUC UTILITIES SHALL BE DONE IN ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY AND WITH REGARD TO THE REQUIRED FEES, BONDS, PERMITS, WORKING CONDITIONS, ETC., OF SAID COMPANY. 7. ABANDONED UNDERGROUND STRUCTURES ENCOUNTERED SHALL BE REMOVED TO SUFFICIENT DEPTH TO ALLOW UNDERGROUND LINES TO CROSS. 8. PRIOR TO FINAL PREPARATION OF THE SUBGRADE AND PLACEMENT OF BASE MATERIAL, ALL UNDERGROUND UTILITY MAINS SHALL BE INSTALLED AND SERVICE CONNECTIONS STUBBED OUT BEYOND CURB LINE. SERVICES FROM PUBLIC UTILITIES AND SANITARY SEWERS SHALL BE MADE IN A MANNER AS WILL MINIMIZE THE DISTURBANCE OF STREET PAVEMENT AND SIDEWALK, CURB AND GUTTER WHEN THE SERVICE CONNECTIONS ARE MADE. 9. ALL MANHOLES, VALVES, AND MONUMENT FRAMES SHALL BE SET TO FINISH GRADE AFTER PAVING. 10. COMPACTION TESTS SHALL BE PERFORMED ON ALL TRENCHES AND STREET WORK TO VERIFY THAT COMPACTION CONFORMS TO COUNTY STANDARDS. ALL TESTING SHALL BE AT THE CONTRACTOR'S EXPENSE. 11. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. TRENCHES SHALL BE SHORED IN ACCORDANCE WITH OSHA. SEWER NOTES: 1. DIMENSIONS SHOWN ON PLANS ARE TO CENTERLINE OF PIPE AND /OR MANHOLES, UNLESS OTHERWISE NOTED. 2. ALL MANHOLES SHALL BE 48" IN DIAMETER, UNLESS OTHERWISE SHOWN. 3. MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL HAVE RIM SET TWELVE INCHES (12") ABOVE GROUND SURFACE, OR TO GRADES AS NOTED. 4. MANHOLE VACUUM TESTING PER ASTM C1244-93 IS REQUIRED WITH THE ADDITION OF THE FOLLOWING CONSTRAINT: A MINIMUM OF 9 INCHES OF MERCURY SHALL BE HELD FOR A MINIMUM TIME OF ONE MINUTE. 5. SANITARY SEWER MAINS SHALL BE CONSTRUCTED OF EXTRA STRENGTH (VCP) PIPE WITH TYPE II BEDDING AND BACKFILL. UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL USE FOUR FOOT (4') PIPE LENGTHS IN CURVED SECTIONS. JOINT DEFLECTION SHALL COMPLY TO COUNTY STANDARDS AND MANUFACTURES RECOMMENDATIONS. 7. SERVICE SEWERS SHALL BE CONSTRUCTED PER LOCAL JURISDICTION STANDARDS. ANY SEWER SERVICE ENTERING A MANHOLE SHALL BE INSTALLED WITH THE INVERT ELEVATION OF THE SERVICE PIPE MATCHING THE CROWN ELEVATION OF THE EXIT SEWER EXCEPT WHEN AN INTERNAL DROP CONNECTION IS USED. IF THE MANHOLE AT THE END OF A CUL -DE -SAC IS CONSTRUCTED WITH A PRE -CAST BASE, THE INVERT OF ANY SERVICE STUBS SHALL BE A MINIMUM OF ONE INCH ABOVE THE INVERT OF THE EXIT PIPE. • 8. ALTERNATIVE FOR VCP SERVICE SEWER PIPE FOUR & SIX INCHES (4" dt 6 ") o) ACRYLONITRILE- BUTADIENE -STYRENE (ABS) SOLID PIPE b) 4 & 6" ABS SOLID PIPE AND FITTINGS SHALL CONFORM TO AND MEET THE REQUIREMENTS OF ASTM DESIGNATION D2661, SOR 18.99, MINIMUM WALL THICKNESS 0.237 INCHES. 9. CONSTRUCTION OF A CLEANOUT TO GRADE FOR ALL SEWER SERVICES IS REQUIRED. CONSTRUCTION OF THE TOP 1' OF THE CLEANOUT RISER MAY BE DELAYED UNTIL THE INSTALLATION OF THE BUILDING SEWER AT THE OPTION OF THE DEVELOPER, EXCEPT WHERE THE WATER MAIN IS TO BE INSTALLED BEHIND THE SIDEWALK (REFER TO NOTE 10: STANDARD DRAWING 7 -5). IF THE CONSTRUCTION OF THE TOP 1' OF THE RISER IS DELAYED, THE LOCATION OF THE SERVICE SHALL ACCURATELY BE STAKED WITH A 4 "x4" POST. 10. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED UNDER THESE PLANS SHALL NOT BE DISCHARGED TO THE EXISTING SYSTEM. PLUGS MUST BE INSTALLED IN EXISTING MANHOLES AS NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND DEBRIS PRIOR TO ACCEPTANCE. CARE SHALL BE EXERCISED IN LOCATING PLUGS TO AVOID INTERRUPTING SERVICE CONNECTIONS. MORTAR AND BRICKS OR MECHANICAL DEVICE PLUGS MUST BE USED: INFLATABLE DEVICES ARE NOT SATISFACTORY. ELECTRICAL. TELEPHONE & GAS NOTES: 1. REFER TO SITE ELECTRICAL AND UTILITY PLANS FOR CONDUIT LOCATIONS. 2. ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH LOCAL GAS & ELECTRICAL COMPANY(S) REQUIREMENTS, STANDARDS AND ENERGY DRAWINGS. 3. THIS CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING WITH EACH RESPECTIVE UTILITY COMPANY TO ASCERTAIN THE AVAILABILITY, LOCATION AND REQUIRED WORK TO INSURE THESE UTILITIES ARE AVAILABLE TO COMPLETE THE PROJECT PER THE PROJECT SCHEDULE. 4. THIS CONTACTOR SHALL NOTIFY THE DEVELOPER IMMEDIATELY IF R IS DETERMINED THAT A UTILITY IS NOT PREPAID TO PROVIDE SERVICE IN A TIMELY MANNER SO AS TO MEET THE PROJECT SCEDULE. STRIPING AND SIGNAGE NOTE$: 1. ALL SIGNING SHALL CONFORM TO COUNTY STANDARDS. 2. INSTALLATION OF PAVEMENT STRIPING AND SIGNAGE SHALL BE INSPECTED BY THE COUNTY ENGINEER BEFORE BEING INSTALLED. 3. ALL PAINTED LEGENDS SHALL CONFORM TO CAL -TRANS STANDARDS. 4. ALL STRIPING AND PAINTED LEGENDS, IN STREET RIGHT-OF WAYS, MAY BE EPDXY TYPE "TRAFFIC" PAINT ON -SITE UNLESS OTHERWISE REVD BY LOCAL JURISDICTION SHALL BE THERMOPLASTIC. 5. OPENINGS IN STRIPING AT INTERSECTIONS SHALL BE 80' MIN. 6. CURBS SHALL BE PAINTED RED 7.5 FEET EACH SIDE OF FIRE HYDRANT LOCATIONS. 7. PAVEMENT MARKINGS SHALL BE FIELD REVIEWED BY THE LOCAL JURISDICTION ENGINEER, PRIOR TO ANY INSTALLATION. CONTRACTOR SHALL COORDINATE. 8. NO PARKING SIGNS SHALL BE AT 45 DEGREE ANGLE TO ROAD. 9. ALL STOP SIGNS SHALL BE 30 ". ENGINEERED FILL NOTES (UNLESS OTHERWISE NOTED IN THIS PROJECT'S GEOTECHNICAL REPORT): 1. FILL MATERIAL SHALL BE GRANULAR, NONEXPANSIVE AND FREE FROM VEGETABLE /ORGANIC MATTER AND DELETERIOUS MATERIAL. THE SELECTED FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED A COMPACTED THICKNESS OF SIX (6) INCHES. EACH LAYER SHALL BE SPREAD EVENLY AND THOROUGHLY, BLADE -MIXED DURING SPREADING TO ENSURE UNIFORMITY OF MATERIAL IN EACH LAYER. WATER SHALL BE ADDED UNTIL ADEQUATE MOISTURE CONTENT IS ACHIEVED TO ASSURE THOROUGH BONDING DURING THE COMPACTION PROCESS. AFTER EACH LAYER HAS BEEN PLACED, MIXED AND SPREAD EVENLY, IT SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 90% OF MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D- 1557 -70 TEST PROCEDURE, CLASS "A ". 2. ALL DISTANCES AND MEASUREMENTS ARE GIVEN IN A HORIZONTAL PLANE. GRADES ARE GIVEN FROM THE TOP OF STAKES OR NAILS, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PRESERVE ALL STAKES AND SET POINTS FOR LINES, GRADES OR MEASUREMENTS OF THE WORK IN THEIR PROPER PLACE UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT HAVE BEEN REMOVED WITHOUT AUTHORITY SHALL BE PAID BY THE GENERAL CONTRACTOR. 3. NO ROCKS GREATER THAN 6 INCHES IN DIAMETER MAY BE PLACED IN FILL. TRENCHING AND RESURFACING NOTES (UNLESS OTHERWISE NOTED IN THIS PROJECT'S GEOTECHNICAL REPORT): 1. UNSTABLE MATERIAL SHALL BE EXCAVATED AND STABILIZED WITH 13 ROCK (PER ASTM 33 OR APPROVED EQUAL) OR WITH CEMENT SLURRY/ CONCRETE AS APPROVED BY THE LOCAL JURISDICTION ENGINEER. 2. ALL TRENCHES SHALL BE SHORED OR PROTECTED IN ACCORDANCE WITH OSHA AND OTHER LOCAL JURISDICTION SAFETY CODES, REGULATIONS AND ORDINANCES. 3. FOR EXISTING STREETS, BACKFILL MATERIAL SHALL BE AGGREGATE BASE (95% RELATIVE COMPACTION 2' -0" BELOW THE PAVEMENT SURFACE) AND NATIVE BACKFILL (90% RELATIVE COMPACTION FOR THE REMAINING DEPTH TO THE PIPE BEDDING). 4. PLACEMENT OF AGGREATE BASE SHALL BE IN 12" LIFTS EVENLY PLACED AND MECHANICALLY COMPACTED TO RELATIVE DENSITY AS SPECIFIED. COMPACTION TESTS SHALL BE REQUIRED AT THE DISCRETION OF THE LOCAL JURISDICTION ENGINEER. ALL COSTS RELATED TO THESE TESTS SHALL BE BORNE BY THE DEVELOPER(UNLESS OTHERWISE NOTED IN BID INSTRUCTIONS) WHEN SUCH TESTS ARE REQUIRED. IF RESULTS OF THESE TESTS DO NOT MEET SPECIFIED REQUIREMENTS AND AT CONTRACTOR'S SOLE EXPENSE. BACKFILL SHALL BE EXCAVATED, REPLACED, COMPACTED AND RETESTED, IN CASE OF ONE SACK SLURRY MIX OR CONTROLLED DENSITY FILL, NO COMPACTION TEST WILL BE REQUIRED. 5. DROP HAMMER SHALL NOT BE USED TO CUT PAVEMENT. 6. ALL TRENCHES SHALL BE BACKFILLED AND TEMPORARILY PAVED AT THE END OF EACH WORKING DAY. THE USE OF STEEL PLATES MUST BE APPROVED BY THE LOCAL JURISDICTION ENGINEER AT LEAST 48 HOURS IN ADVANCE. 7. MINIMUM OF 24 HOUR NOTICE SHALL BE REQUIRED FOR ALL INSPECTIONS. 8. INITIAL CUT IN STREET PAVEMENT SHALL BE EQUAL TO THE WIDTH OF THE TRENCH WITH THE OPTION OF BEING JACK HAMMERED OR SAW CUT. 9. FINAL CUT IN STREET PAVEMENT SHALL BE 12" WIDER THAN THE TRENCH WIDTH AS SHOWN IN THE DETAIL AND SHALL BE MADE BY SAW CUTTING ONLY. 10. TEMPORARY BITUMINOUS SURFACING (CUT BACK) SHALL BE PLACED AND COMPACTED IMMEDIATELY ABOVE THE TRENCH FOLLOWING COMPACTION AND APPROVED BY THE LOCAL JURISDICTION ENGINEER. MINIMUM DEPTH OF CUT BACK SHALL BE 2' OR AS SPECIFIED AND MAINTAINED IN A CONDITION SATISFACTORY TO THE LOCAL JURISDICTION ENGINEER UP TO THE TIME THE FINAL PAVING IS PLACED ON TRENCH IN ACCORDANCE WITH NOTE 111. 11. FINAL PAVING ABOVE THE TRENCH SECTION SHALL BE PLACED WITHIN 14 DAYS OF ITS BACKFILL AND COMPACTION. EXTENSION MAY BE GRANTED BY THE LOCAL JURISDICTION ENGINEER DUE TO WEATHER CONDITIONS. IN THE EVENT PERMANENT PAVING IS NOT DONE WITHIN 14 DAYS, THE LOCAL JURISDICTION WILL CONSIDER THIS AS INCOMPLETE WORK AM WILL TAKE NECESSARY ACTION IN ACCORDANCE WITH PREVAILING ORDINANCES AND POLICIES. a• 12. TEMPORARY CUT BACK SHALL BE REMOVED BEFORE PLACEMENT OF FINAL PAVING. FINAL PAVING SHALL BE PLACED ON UNDISTURBED PREVIOUSLY INSPECTED AND COMPACTED AGGREGATE BASE OR ONE SACK SLURRY MIX/ CONTROLLED DENSITY FILL. RECOMPACTION SHALL BE REQUIRED FOR ANY DISTURBED BASE OR SURFACE. 13. PROPER TRAFFIC CONTROLS AND COVERING OF TRENCHES SHALL BE MAINTAINED IN ACCORDANCE WITH LOCAL JURISDICTION STANDARD SPECIFICATIONS. 14. ASPHALT CONCRETE SHALL BE IN ACCORDANCE WITH THE CITY STANDARD SPECIFICATIONS. EROSION CONTROL NOTES 1. WHERE REQUIRED BY LOCAL JURISDICTION AN EROSION CONTROL PLAN AND DETAILS SHALL BE INCLUDED WITH THESE PROJECT PLANS. REFER TO THE EROSION CONTROL PLAN FOR SPECIFIC EROSION CONTROL REQUIREMENTS. 2. THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK AND SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. 3. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY. 4. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO ANY STORM DRAIN SYSTEM. 5. VEGETATED SLOPES SHALL BE REPAIRED AS SOON AS POSSIBLE AFTER DAMAGED. 6. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES. 7. ALL CUT AND FILL SLOPES SHALL BE PROTECTED TO PREVENT OVER BANK FLOW. 8. INLETS WHICH ARE NOT USED IN CONJUNCTION WITH A SEDIMENT TRAP SHALL BE BLOCKED OR PROTECTED AS NECESSARY TO PREVENT SEDIMENT -LADEN RUNOFF FROM ENTERING UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZED. 9. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE POINT OF EGRESS FROM THE SITE. THE CONSTRUCTION ENTRANCE SHALL BE COMPOSED OF COARSE DRAIN ROCK (2 TO 3 INCH DIAMETER) IN A PAD AT LEAST 8 INCHES THICK BY THE WIDTH OF THE ROADWAY AND SHALL BE MAINTAINED UNTIL THE ROADWAY IS PAVED. 10. WHEN NO LONGER NECESSARY AND PRIOR TO FINAL ACCEPTANCE, SEDIMENT BASINS SHALL BE REMOVED OR OTHERWISE DEACTIVATED. 11. U.O.N. HYDROSEED ALL CUT AND FILL SLOPES AND AREAS WHERE VEGETATION HAS BEEN REMOVED OR DISTURBED DUE TO CONSTRUCTION ACTIVITIES. HYDROSEED SHALL BE A SLURRY MIXTURE OF WATER, SEED, FERTILIZER, MULCH AND ORGANIC BINDER BROADCAST HYDRAULIC. 12. ALL STORM WATER INLETS ON - SITE WILL BE EQUIPPED WITH "FOSSIL FILTERS ", "FOSSIL FILTER" IS A PRODUCT MANUFACTURED BY KRISTAR ENTERPRISES INC., DESIGNED TO REMOVE PETROLEUM -BASED POLLUTANTS FROM STORM WATER RUNOFF. 13. TEMPORARY EROSION CONTROL DEVICES SHOWN WHICH INTERFERE WITH CONSTRUCTION WORK MAY BE RELOCATED OR MODIFIED SUBJECT TO REVIEW AND APPROVAL OF ENGINEER. 14. EXCEPT AS OTHERWISE DIRECTED BY THE OWNER, ALL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN RAIN IS PROBABLE AND MAINTAINED DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15). 15. THE EROSION AND SEDIMENT CONTROL MEASURES WILL BE OPERABLE DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15). 16. CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN TO MEET FIELD CONDITIONS MAY BE MADE WITH APPROVAL OF PROJECT ENGINEER. 17. AS STORM DRAIN IMPROVEMENTS ARE CONSTRUCTED, ALL STRUCTURES AND INLET PIPES SHALL BE PROTECTED FROM INFLOW OF SILT AS SHOWN ON THE PLAN. 18. CONTRACTOR SHALL HAVE TOOLS, EQUIPMENT, AND MATERIALS TO PROVIDE EROSION CONTROL MEASURES, MADE NECESSARY BY A CONSTRUCTION OPERATION, ON THE JOB SITE BEFORE BEGINNING THAT OPERATION. 19. ADJACENT PROPERTIES SHALL BE PROTECTED FROM STORM WATERS, MUD, SILT, ETC. C c 1t S 3 • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 AIR 16036 INTN'L BLVD. TUKWILA, WA 98168 EGISTERED `CHITECT AN ONE . - I >I O L Y M P I C ASSOCIATES COMPANY SITE GENERAL NOTES 0100.03 POW SUBINIT - -- 111 ON S E P 1 0 ?003 pIf WT moan *c 0 P Y R I G H T 1M' aN a ►1100111116 NI 0111011111 M RwlS,Ir1 ism* A atl1itSIR A0.2 14101 SSW IRV IMP 2) PROVIDED DECORATIVE Lialwr FIXTURE ASPiIALT DRIVE LANDSCAPING ENLARGED ENTRY PLAZA PLAN NOSE DOWN TO FINISH GRADE BIKE RACK PLACEMENT BUILDING NOSING CURVED (PLAN STRAIGHT (PLAN) 11111111� NOTES: SEE LANDSCAPING PLANS FOR PLANTING SCHEDULE FOR PLANTERS. MATCH CITY SIDEWALK CONC. MIX DESIGN, TEXTURE, SCORING PATTERN — COORD. WITH PUBLIC WORKS. PEDESTRIAN PLAZA: 525 SQUARE FEET PROVIDED 525 SQUARE I 60 = 8.75 SEATS OR 17.5 LINEAL FEET BENCHES: 3 — 6' LONG BENCHES = 18 LINEAL FEET MANUFACTURER: DuMOR BENCH 143 COLOR: CEDAR RECYCLED PLASTIC SLATS W/ HERITAGE BROWN CAST IRON BOLLARDS: 2 LIGHTED DECORATIVE BOLLARDS MANUFACTURER: QUICK CRETE MODEL: QR -1 ALB COLOR: ADOBE TAUPE W /LIGHT SANDBLAST TEXTURE TRASH RECEPTACLE: 1 PROVIDED MANUFACTURER: DuMOR MODEL: RECEPTACLE 152 COLOR: SAME AS BENCHES BICYLE RACK: 3 PROVIDED MANUFACTURER: FUNCTION FIRST BIKE SECURITY MODEL: BR2(1 G) COLOR: RED PLANTERS: 2 PROVIDED MANUFACTURER: DuMOR MODEL: PLANTER 153 COLOR: SAME AS BENCHES COLORED CONCRETE: MANUFACTURER: L. M. SCOFIELD COLOR: C -26 ANTIQUE CORK N.T.S. STD. 6" CURB 13 BIKE RACK TYP. CURB WHEELSTOP DETAIL BOLLARD SEE ALSO 13/A0.3 4' - 0" MIN. FROM ANY VERTICAL OBSTRUCTION OR 2' -0" MIN. FROM FACE OF CURB PRECAST CONC. WHEEL STOP 6' -0" LONG W/ (2) 5/8" DIA. HOLES ---�, 1/2" DIA. X 2' -0" LONG STEEL RODS (2 REQ'D.) FILL WITH EPDXY FUNCTION FIRST BIKE SECURITY TUCSON, AZ 85733 -4137 Ph: (888) 245 — 3742 Fox: (520) 326 — 4801 Model Bikes Length BR2(IG) SIX 5' -0" 4" DIA. STEEL POST FILLED W /CONCRETE 18" Dal CONCRETE FOOTING N.T.S. SEE ALSO DETAIL 11/A0.3 CENTER BOLLARD SIDEWALK NOT USED NOT USED 1/2" PRE - MOLDED CONT. EXP. JOINT 4" THICK CONC. WALK 3000 PSI 28 DAY MIN. w/ E.J. 0 20' O.C. MAX. & CONSTR. JNT. AS SHOWN EQ. SPACED 6 "x6" - W1.4xW1.4 W.W.F. - CONT N.T.S. CONCRETE CURB CONCRETE CURB & GUTTER 3 i 4 ' = - o' DECORATIVE LIGHT FIXTURES: MANUFACTURER: ARCHITECTURAL AREA LIGHTING, UNIVERSE COLLECTION, 3" DIA. 14' HIGH POLE LIGHT W/ DOUBLE GOOSENECK METAL HALIDE LAMPS W/ BELL SHADE LLARD AT CURB PLAN) N.T.S. I. 12 NOT USED wa N.T.S. C, oG 0 w z C2 0 W z 0 0 z 3 0 NOTES; 1. ALL CURBING TO BE 3000 P.S.I. 0 28 DAY P.C.C. TYP. 2. PROVIDE EXPANSION JOINTS 0 20' -0" O.C. • • NOTES; ALL CURBING TO BE 3000 P.S.I. 0 28 DAY P.C.C. TYP. PROVIDE EXPANSION JOINTS 0 20' -0" O.C. -- SEE CML PLAN FOR ELEVATIONS - PER PLAN 1 /4 " /FT. 2 1/2" PRE - MOLDED CONT. EXP. JOINT CURB EDGE SIDEWALK c0 6 "x6 " -1.4x 1.4 W.W.F. 4" SAND BASE 3/8" GRAVEL IN BURLAP SACK. MIN. 0.04 C.F. PLANTER Sc CURB S/W PAVEMENT DIMENSIONS REFER TO THIS POINT PAVEMENT ELEVATIONS REFER TO THIS POINT PARKING LOT SURFACE AS SPECIFIED 14 BAR CONT. TOP & BOTTOM 1" RADIUS TYP. P.C.C. CURB & GUTTER PAVEMENT ELEVATIONS REFER TO THIS POINT BASE AS SPECIFIED STABILIZED SUBGRADE AS SPECIFIED (1) 14 CONT., TYP. 4" CONC. CURB EDGE WALK 3000 PSI 28 DAY MIN. W /EXP. JNS 0 20' o.c. MAX. AND CONST. JNTS. AS SHOWN EQ. SPACED 1 " RADIUS PARKING AS SPECIFIED (2) #4 BARS CONT. TOP & BOTTOM 6 "x6 " -1.4x 1.4 W.W.F. 4" SAND BASE N.T.S. PLANTER LINED w/ FILTER FABRIC ("TYPAR" OR "POLY FILTER X") 4" CONC. CURB EDGE WALK 3000 PSI 28 DAY MIN. W /EXP. JNS 0 20' O.C. AND CONST. JNTS 0 5' O.C. 1 RADIUS PARKING AS SPECIFIED 1 1/2 DRAIN THRU CURB. 8' O.C. 2 PER PLANTER MIN. (2) 14 BARS CONT TOP & BOTTOM • 3/4 " =1' -O" �4 I ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 wt OAW SIN SUM dM LAS 5155 a 0eao3 w0 P NM ce Teo U WOWS OLYM P I C ASSOCIATES COMPANY 16036 INTN'L BLVD. TUKWILA, WA 98188 REGISTERED RCHITECT 1 11/ l/. Y E C' I SS ' AT I F WASHINGTON SITE DETAILS aErlrr 91,1111111TAIL 06 -06-03 PE11ES1111111 PUZA SEP 1 0 '003 MOM * C 0 P Y R I C H T or . _ Wt w wig �r A0.3 Ale AO lie wR - I _ 12 FTG. #5 T &B TYP. 0 APRON -- 4' -0 N t0 (4) #5 VERT BAR 8 ' -0 » • #3 HORIZ. TIE BARS CO TOP &16" O.C. — r L 2 "X3/16" STEEL BAR @FRONT AND BACK 5 "X 5 "X 1/4* T.S. W/ 5 "X 5 "X 1/4" CAP PLATE EMBEDED 12" INTO FOOTING 3/8" DIA. A.B. 12 "X 2" 016" O.C.VERT., BOLT TO T.S. w/ACORN NUT ON OUTSIDE 1 PAIR SO. BLOCK HINGES (GATE HARDWARE / GRE SE FITTING) WELD HINGES TO GATE & POST RECYCLE • . I . • • 3. CY . 6' -O" PLAN VIEW 1/4"= 1'-0" PAIR 6'- 0 "X5' -6" 18 GA. CLEANED. PRIMED METAL GATES (BOX RIB) PAINT TO MATCH BLDG. (SW #2207, 'COLONY BUFF', SEMI GLOSS) DIAGONAL BRACE TYP. EACH DOOR. TOP OF C.M.U. SAME AS TOP OF DOOR. 6" CONC. SLAB W/ #4 & #120C EA. WAY OVER 6" AGGR. BASE. 1/2" X 12" LONG CANE BOLTS. (EA. GATE) AS SHOWN. FRONT ELEVATIION TA W 12' -0" M.O. 1/4 " =1' -0" 1/2" DIA. X 12" CANE BOLT (EA. GATE) 1 1 /2"X 1 1/2" X 3/16" METAL ANGLE DIAG. BRACE. JAMB DETAIL & TRASH GATES DUMPSTER ENCLOSURE DETAIL 1-- 1/2 " =1' -0" f. • REFUSE 6 CY • I RFFvSE (QPT.) I 4 CY FTG. W/ #4 TOP & BOTTOM. 1 /2 "DIA. X 8" BARREL BOLT LOCK (SAME GATE AS CANEBOLT) VANDALPROOF HOSE BIBB (TEE OFF IRRIGATION LINE) AT 18" AFT. TIGHT TO CMU WALL 1/2" DIA X 8" LONG BARREL BOLT., WELDED. 5X5X 1 /4" T.S.POST TYP. FOR TWO. —7 1" X 18 GA. METAL DECK • 3 "X 4"X 1/4" METAL ANGLE FRAME 4 SIDES EA. GATE J • 1 B"X8 "X 16" SPLIT FACE CMU. PAINT SW #2207, "COLONY BUFF" (SEMI — GLOSS) 6 i STEEL BOLLARD (TYP. OF 7) PER 12/C2.1 REFER TO CIVIL DRAWINGS FOR LOCATION OF CATCH BASIN CONNECTED TO GREASE INTERCEPTOR (4) 1" 0 X 12" STL. SLEEVES. ALIGN W /CANE BOLTS ON DOORS 44 CMU SHALL BE AS MFR'D BY BASELITE SPLIT FACE 8X8X6, STD COLOR 0345, OR APPROVED EQUAL. 8" SF G.M.U. WALL. SEE DWG. A5. PAINT INTERIOR WALLS W/ SEMI GLOSS EPDXY PAINT 2" CMU. SOLID CAP #4 HORZ. CONT. #4 VERT 0 24" O.C. SOLID GROUT ALL CELLS (2000 PSI.) 6" STEEL BOLLARD, PER DETAIL 12/C2.1. #4 HORZ. 0 24 "0C 1 r MIN. CONCRETE COVER IN FRONT OF BOLLARD, TYP. a 1" RADIUS )" EXP. JOLLY MATERIAL #3 DOWEL r 0 24" OC ipr! SLOPE 1% 6 CONC. SLAB (SLOPE 1% TO DRAIN) W/ #4 0 12" O.C. EA. WAY, OVER 6" AGGR. BASE. TRASH ENCLOSURE SECTION 1 =1' -0" REINFORCING 0 END OF WALL 3 w 1 r —O w R 0 #4 L 024" O.C. ALIGN & LAP W/ C.M.U. VERT. REINFORCING (24" MIN. LAP) (4) 14 CONT. TYP. 1 1/2" MIN. CONC. COVER IN FRONT OF BOLLARD 8X8X16 SF C.M.U. WALL GROUT ALL EDGES (2) #5 VERT. BARS 0 ENDS AS NOTED 16 • 2 r -0 " NOT USED R M TYP. NOT USED NOTE: USE EPDXY TYPE TRAFFIC PAINT (WHITE) PAINTED TRAFFIC ARROWS SIGN MUST BE AT SITE ENTRANCES 70W AWAY SIGN 3' R 5 U, UMMIMMWOWAS 011 MOW WWWWW .OW WOW SIMW MP WNW .WW . "wtMr wa fts -w WWW ...0. _ Warn at 0 0 .w001 0 4 r -O w N.T.S. 1'R ENAMEL ON ALUMINUM SIGN 2 "' GALV. ST'L PIPE AFFIX SIGNS TO POLES PIPE SLEEVE FIN GRADE NOTE: LETTERING TO BE 1" HIGH, SPACED 1 7/16' FILL IN SPACES w/ APPROPRIATE ADDRESS & TELEPHONE No. N.T.S. 10 11 1, NOT USED PARKING ACCESSIBILITY SYMB. 3/4w=1O* 70 SQ. MIN. BLACK LETTERS ON WHITE BACKGROUND CONPLY w/ CAL TRANS CODE l R -1008 9 2-0 7.10 3' -0" 0 STALL ENAMEL ON ALUMINUM SIGN 1* HIGH LETTERS FM GRADE ww ACCESSIBLE OCCURS ON ONE SIGN, SEE SITE PLAN, DWG. A0.1 ii iii -4 a 2.0 GALV. Sri PIPE AFFIX SIGNS TO SLEEVE ACCESSIBLE PARKING SIGN w • PED. STD. WHITE 505A ON BLUE 1590 BACKGROUND N.T.S. 10" 5 NOT USED GROOVING DETAIL MAX 8.33% SLOPE NOT USED GROOVES, 12" MIN. 12" WIDE 1/4" DEEP x 1/4" WIDE SCORES IN CONC. 0 3/4" O.C. 0 TOP OF RAMP SEE 2/A0.4 RAMPS SHALL RECEIVE A ROUGH BROOM FINISH CONC. CURB 0 BACK OF SIDEWALK WHERE RAMP ABUTS LANDSCAPING —\ 18'— 0" VERIFY DEPRESSED CURB RAMP Of 11.10 SE9 3 eg, 3 MAX 8.33% SLOPE • aI 0 " N.T.S. R (o FACE OF CONC. CURB SLOPES WITH RAMP 3/8 " -1 ' -0" ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 15036 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED ' CHITECT WASHINGTON MOM A01 IMD kW VIE OLYM P I C ASSOCIATES COMPANY SITE DETAILS RECaVto erne ric ?vomit* SEEP 1 0 703 p'EIIT ce * C O P Y R I G H T * a t vii r as I wa III w w WI! NW VIM Or pule Ord AO.4 ft PERIMT SURMA . ROT Wilk • r • • w IR NIL ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 5155 MAIM OS= OLYM P I C ASSOCIATES COMPANY 40 fie REGISTERED RCHITECT CROSS WASHINGTON 15038 INTN'L BLVD. TUKWILA, WA 98188 SITE DETAILS r�rn A P 1 O ?Dip? PERMIT ci , Ilk * C 0 P Y R I G H T* w ,� �t •!Mw IEooIII �1�MIe11 m R 11 w> w I fir K1MR 1� "" lag Ili 20 02326 PIP 11114 A0.5 PUN Int Ai T-10" 4 PANEL i, ID 7 5/16" 100' tCC SPEAKER TO DRIVE THRU NI WINDOVi DESIRED. f 2.°C) BOARD FOR KFC) ID SPEAKER STAND ` _ 2 ' C., "' 6" CONCRETE CURB w/ ,. 3/4 ANCHOR BOLTS o ," �- a 1/2" RADIUS EDGE 1' -3 cr Q µ O- 4 9 "' 7 5/1 5 0 " - I Z ' 3/4" PREFAB MAGNETIC LOOP BA$E PLAN G' 4 D CURB CURB 7 3/4 ANCHOR CONDUIT BOLTS CONCRETE BASE PLAN " ! PROJECTION N.. = 111111 x 18" LG DR BOLTS TOP OF CURB � z 6 " '""' • - • STEEL BOLLARD_ PER DETAIL 12/A0. 4 PER •—.1 8) # BARS �4 PER FACE) ( #4 BARS 0 10" O.C. CONCRETE FOOTING ELEC. & D/T CONDUITS. REFER TO DETAIL 3/C2.2- ' I mwe I I: III o I �, #4 BARS HORZ. O 12" OC.(EA. SIDE) SUPPORT o .- 4 PANEL - 8' MENU BOARD PER DETAIL 14/A0.5 PREVIEW BOARD SIMILAR I . '' I # BARS VERT. 0 LOOP 10" O.C.(EA. SIDE) . ELEC. &DRNE -THRU CONDUITS SPEAKER BASE DETAIL 14/A0.5 (W /O SPKR bl i aligi �h* t t,t�7 (1" DIA.) FROM BUILDING 0" j f 1 / '1 -v FRONT '�`�" '1 SIDE ELEC. & D/T CONDUITS. REFER TO DETAIL 3/C2.2 MENU& PREVIEW BOARD DETAIL SENSOR/SPEAKEI SENSOR/SPEAKER DETAIL 1/4-.1.-o- MENUBOARD NOTES: 1/2"=r-0" MENU DARD/ SPKR (STRAIGHT) N.T.S. 9 NOT USED 5 NOT USED 1' -6 11/32" 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ELECTRICAL ROUGH -IN'S AND FINAL ELECTRICAL CONNECTION. 2. ESTABLISH POSITION OF MENUBOARD AND SPEAKER POST USING 8' -0" PREVIEW BOARD -THRU 1 I MANUFACTURER'S DRAWINGS AND TEMPLATES. GROUND WIRE (BLUE OR BLACK) N „Nil L— Lt \-- ® 3. EXCAVATE FOUNDATION AND POSITION CONDUIT AND ANCHOR BOLTS AS INDICATED. CHECK CENTERS TO INSURE ALIGNMENT UNDERGROUND 1" CONDUIT 410 BEFORE POURING CONCRETE, COORDINATE WITH MANUFACTURER'S FOR 24V TO MENU BD. r` INSTALLATION REQUIREMENTS. RED -BLACK PAIR 3/8 -16 SS CSINK BOLTS REMOVABLE PROTECTION & REPLACEABLE ARM FAQ 1/ --"" SPEAKER STAND NOTE: SOLDER & 36" 4. PULL 120V AC WIRE AND LEAVE 36 AT EACH END OF CONDUIT. INSULATE BOTH 5. ERECT MENUBOARD SUPPORT STEEL AND LEVEL WITH NUTS MAG. LOOP CONN. PROVIDED P A P tillik, SWIVEL POINT WATER TIGHT SLEEVE SOFFIT CLEARANCE SIGN SUPPLIED BY KFC. INSTALLED BY G.C. 4 1/2" STEEL TUBE - '`- CO ER 1/2" x " 12 x 12 BASE PLATE �n CLEARANCE 9' -10 " « 0 — ,01 RUBBER TRIM 4 " TALL RED REFLECTIVE LETTERING TYP. BOTH SIDES 1 - .. I • • ., ;.�.. t /4. ® 7 1 /2 WHITE -BLACK PAIR N 6. ERECT SPEAKER POST AND LEVEL WITH NUTS PROVIDED. �' T SPEAKER X. p l I I N 7. CONNECT INTERCOM FROM BUILDING 0 S EAKE BO , GRADE 8. ENERGIZE CIRCUITS TO CHECK. • ,, �. I ` 1 120V •'MHz 0.45A DERFI & ' �► DRIVE-THRU 9. CLEAN UNITS WITH DAMP CLOTH AND USE TOUCH -UP PAINT CURB .0." ELEC. & PROVIDED WHERE NECES .. .I CURB / (II » CONDUIT FOR JUMPER TO PREVIEW BOARD ! TES GROUND INSULATE CIRCUIT ALWAYS HOT (UN- TIMED) I.G. MAG. LOOP RECEPTACLE. INSTALLED IN BASE OF SPEAKER 0 POST. �t •»•;: III I I CONN. �• SPEAKER PEDESTAL STANDARD - NU BOARD PRE -PAY WINDOW (OMIT FOR 'REVERSE' DRIVE THRU CONDITION) a . CONDUITS, (2) 1" , ,4 ' CONDUITS TO MENU BD. 10 . SEE SIGNAGE NOTES FOR FURTHER INFORMATION. d. "'' 1" CONDUIT FOR JUMPER 1/2 x 18" LG. ANCHOR BOLTS • TO MENU BOARD ( # VERT. WI .``'` ' 4 • #3 TIES 0 12" OC. S �,. TOTAL ELECTRICAL DATA ,- LAMPS: (6) F6OT12CW /HO FLUORESCENT 16 AMPS: 4.0 PREFAB MAGNETIC LOOP (SUPPLIED ,�+ ,�' N DIA. VOLTS: 120 =1 . 2 0 I SE NSOR SPEAKER ISOMETRIC N .T. � SPEAKER PEDESTAL DETA L 1 / - '� .! � ,► . l i ,,. 1 I - � -- O MENU BOARD (PREVIEW BD. SIM. ) SENSOR LOOP AND SPEAKER PEDESTAL NOTED �• ---. . , �'' DRIVE WINDOW w Q Z 0 z Q 0 1 , -6 » " ---t 10" CIRCLE BASE PLATE DETAIL •-a.w41 (2) 1" CONDUIT TO MENU BOARD -, N1 0 400, (1) POWER ' I Z....".. PAVEMENT It gt cv - . ., (1) DATA CONCRETE \ (3)33 1► CURB TIES 0 3" O.C. (4) 1" CONDUIT TO BUILDING (1) POWER (1) ORDER CONFIRMATION (1) DRIVE THRU COMM. 4 00. 4444 40." .*. I 3 CIRCULAR TIES 0 8" O.C. (1) SPARE _ : .. (7) 14 VERTICAL BARS EQUALLY SPACED (4) GALVANIZED 3/4" DIA. x 36" LONG BOLTS w/ 3" 90' LEG. NUTS & WASHERS ARE ALL PROVIDED WITH POLES BY MFGR. S .� ''°* 111111Sior • ' :• • ': SEE ALSO DETAILS 9 & 14 S H T, A0.5 1 ' -6» PREFAB MAGNETIC FOR 0 0 FOUNDATION BY G.C. co LOOP FUTURE ` o (OMIT FOR 'REVERSE' DRIVE THRU CONDITION) PREFAB MAGNETIC LOOP LOCATE 2 " BELOW TOP OF CONCRETE PAVEMENT. 0 0 0 1-- SOFFIT CLEARANCE SIGN N.T.S. 11 D/T COMMUNICATIONS ISOMETRIC N.T.S. 3 LINE OF CONCRETE W CSI " �' Fin FOR HEIGHT PROVIDE CUT OFF SHEILDS TO REDUCE OFFSITE GLARE & ALL PERIMETER LIGHTS. (4) 1 X 36" X 3" ANCHOR BOLTS THREADED 4 1/4 " MIN. BOLT TO EXTEND 4 1/4 " OUT OF �tt_!-1 = =_ OW Y � A INSTALL BOLT COVER 1l ,4p °� 014 � ```-� ---., ALUMINUM FIXTURE (AS SPECIFIED) WITH TEMPERED GLASS LENS AND WELDED ALUM. POLE TOP MOUNT WITH DARK BRONZE FINISH REFER TO DRAWING E2. HAND HOLE & LUGS ACCESSIBLE. PER N.E.C. TOP OF FOUNDATION. (2) 1 HEX NUTS AND (2) 1" FLAT WASHERS PER ANCHOR , ' J . ►- r Ct!� tr w t? 3 .. W a 0.. "-'� f , . . z r�� �' r y r Arum ;• �"' FIN. GR. �°—, 1 i 1S303d ,9 —,Z I J ' t ; + 0 '!` /� I H • Imo i X FIN GRADE 0 ' �+ t V P( VERT BH PATTERN ` WITH POLE MANUFACTURER. T AT I 3" O.0 (3) 3 ES O I PAVEMENT OR GRADE CONDUIT � 'T -14, ' Z w T. ..._34" � ° V1 (n W W VW � (7) 5 BARS VERTICAL ,. -.. 2 W W w Z ' POLE SHAFT I � '.., PA ^ I - „ k z w i O ©�' W REFER TO PHOTOMETRIC PLAN, DWG. g U. FOR SPECIFICATIONS, LIGHT/ AND MO UNTING HEIGHTS CONC. BASE TIES AT 12" O.C. `' _ '" + • � �� #3 '� d �, 24 0 90 MPH B ASE PLAT DETAIL , B END MIN. � N.T.S. (18 MIN RAD) 1rift 0 NOT USED 16 YARD LIGHT DETAIL N. T.S. 4 r • • w IR NIL ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 5155 MAIM OS= OLYM P I C ASSOCIATES COMPANY 40 fie REGISTERED RCHITECT CROSS WASHINGTON 15038 INTN'L BLVD. TUKWILA, WA 98188 SITE DETAILS r�rn A P 1 O ?Dip? PERMIT ci , Ilk * C 0 P Y R I G H T* w ,� �t •!Mw IEooIII �1�MIe11 m R 11 w> w I fir K1MR 1� "" lag Ili 20 02326 PIP 11114 A0.5 PUN Int F.O.S. } =ter M N CsJ o) e Cq 9:, 0 00 0 u'7 N A6.2 co 0 1, 0" 3' -6 3/4" 6' -O 1/2" - i r I 0 WIMP- 1'- WALL LEGEND 1 3, -9" 2 3 109 A8.1 4 12' - 93- 6' -0 1/2" 7 , - 8 " R.O. 10' -8" R.O. TYPICAL EXTERIOR WALL: 2X6 WOOD STUDS 016" O.C. W/ PLYWOOD SHEATHING PER STRUCT. DWG.AND R -19 FIBERGLASS BATT INSULATION (U.N.O.) ON 6" HIGH CONC. CURB. TYPICAL INTERIOR WALL: 2X4 WOOD STUDS 016" O.C., (2X6, 2X8 AND SHEAR WALL(SW) WHERE NOTED). ON 6" HIGH CONC. CURB. REFER TO DETAIL 12/ A9.1. INTERIOR SOUND -RATED WALL: CONSTRUCT TYPICAL INTERIOR WALL W/ 3-1/2" UNFACED ACOUSTICAL BATT INSULATION. REFER TO PLAN FOR WALL THICKNESS. PARTIAL HT. WALL : 2X4 WOOD STUDS 016" O.C. ON 6" HIGH CONC. CURB. REFER TO DETAIL 18/D1.1 WALK -IN BOX GSM /SS INSULATED WALL PANELS/ DOORS PROVIDED BY VENDOR AND INSTALLED BY G.C: SEE SCOPE OF WORK FULL HEIGHT 20 GA SS WALL PANELS(VERTICAL SEAMS) CLEAR SILICONE SEALANT WHERE PANEL ABUTS ADJOINING MATERIALS. NOTES: 1. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR FINISH AND ROOM FINISH SCHEDULE FOR INTERIOR FINISH. 2. REFER TO STRUCTURAL DRAWINGS FOR POSTS, SHEARWALL SHEATHING/ ANCHORING AND SILL PLATE REQUIREMENTS. 3. PROVIDE 6" HIGH CONC. CURB 0 BASE OF ALL INTERIOR AND EXTERIOR WALLS. SEE DETAILS 12/A9.1, 18/D1.1 AND DWG S1.1 hC U 10' -4 3/4" 2 4 1 /4" 8' -0 1/2" 1 " "Illllgtl 1lE{I < 5 -9 ) 6'--5 1/2" -11i" Icsrarotl 0 3 101 6' -0 1/2" R.O. ' -4 7 J c 1' -6" $ DIPING 1 3 100 A8 1 4 6' -0 1/2" 25' -0" R. FLOOR PLAN NOTES 00 1.1 DECOR 1. SEE SHEETS DI , D 1.1 & D1.2 FOR SEATING PLAN AND DETAILS. t R.O. DIMENSIONS 1. ALL DIMENSIONS ARE TO FACE OF STUD. FACE OF EXTERIOR PLYWOOD FLUSH WITH EDGE OF SLAB /FOOTING. REFER TO DWG S 1, FOR SLAB DIMENSIONS. WOOD 1. EXTERIOR PLYWOOD SHALL MEET REQUIREMENTS STATED IN STRUCTURAL DRAWINGS. 2. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL FRAMING REQUIREMENTS. 3. SEE STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS AND PLYWOOD SHTG. 4. ALL EXTERIOR WALL FRAMING TO BE 2X6 STUDS 0 16 "O.C. U.O.N. 5. ALL INTERIOR WALL FRAMING TO BE 2X4 STUDS 0 16 "O.C. U.O.N. 6. PROVIDE PROPER BLOCKING FOR ALL RECESSED/WALL MOUNTED EQUIPMENT WINDOWS /DOORS 1. SEE SHT. A1.1 "WINDOW TYPE" ( 0) "DOOR SCHEDULE" ( ). 2. ALL DOOR & WINDOW OPENING DIMENSIONS ARE TO ROUGH PENING. FINISH SUBSTRATES 1. ALL INTERIOR WALLS SHALL HAVE 5/8" TYPE X GYP. BOARD SUBSTRATE, U.O.N. SEE NOTES 5, 6, & 7 BELOW. 2. PROVIDE 5/8" THICK CEMENTITOUS BOARD FROM FLOOR SLAB TO 12" A.F.F. 3. ALL JOINTS, GAPS AND SPACES LEADING TO HOLLOW OR INACCESSIBLE SPACES ARE TO BE SEALED WITH "NSF INTERNATIONAL" APPROVED SEALANTS. 4. SEE SHT. A8 THRU A9.1 FOR ROOM FINISHES. 5. ALL KITCHEN WALLS, EXCEPT UNDER HOODS, TO HAVE 5/8" CDX PLYWOOD (BETWEEN 3' -6" AND 7' -6" AFF) IN LIEU OF GYP. BD. 6. PROVIDE 5/8" TYPE "X" MOISTURE RESISTANT GYP. 8D. ALL WALLS & CEILINGS IN KITCHEN & TOILET ROOM AREAS AND ALL WALLS RECEIVING TILE. 7. PROVIDE 5/8" CEMENT BOARD FULL HEIGHT BEHIND SS WALL PANELS UNDER HOODS. • ' _ -,. _ Of" ' ''''ii . ) it _LL _ I ___J _ I - , a - - A8.3 - i ___r i T_ N E__J -1- 2 3/8" / 15 ' ,r J 1 /2" ;1 CV N -4.1" R.O. 11' -9" 92' -O" I I L4 15 -1 1/2" I 2X6 F 3 c 19 105 NNE ., I I ,,,, I _ I ,,,,,„ IX t rVIINMAYVH . T.i. 1 g A 4 A 411CIIIN 1 .1 19 2'- 92' -0" 2" 3 103 A8.5 1 8 9' -2 4 I- 8'-9" "SERVICE COUNTER ". SEE DETAILS INDICATED ON SHEET D1.1 AND SEATING & DECORE PLAN ON SHEET D1. WATER HEATER. SECURE TO FLOOR AND WALL. REFER TO DWG. P 1. L /2" 106 18'- 1 PROVIDE TILE BASE UNDER SAFE - SEE DETAIL 11/A9.1. ROOF ACCESS LADDER, SUPPLIED AND INSTALLED BY GC. REFER TO DETAIL 15/A3.1. PROVIDE 22 GA. STAINLESS STEEL WALL PANEL OVER FULL HEIGHT 5/8" CEMENT BD.APPLY WITH CONSTRUCTION ADHESIVE. S.S. WALL PANEL SHALL COVER ENTIRE WALL BELOW THE HOOD. EXTEND PAST ENDS OF HOOD THE DIMENSION REQUIRED BY LOCAL CODES. SEE INTERIOR ELEVATIONS. RECESSED FIRE DEP'T KEY BOX. SEE DWG K1. RECESSED CONC. FLOOR SLAB 0 W.I. FREEZER. REFER TO DWG S1 FOR SLAB DEPRESSION DIMENSIONS. ELECTRICAL MAIN SWITCH BOARD. REFER TO ELECTRICAL DRAWINGS. BUILT -IN CABINETS BY GC. SEE DETAIL 16/ A9.1 LOW WALL AT SERVICE COUNTER BY G.C. SEE DETAIL 18/D1.1 RECESSED ELECTRICAL PANELS IN WALL. REFER TO ELECTRICAL DWG'S. PROVIDE 6 "MIN SEPARATION BTWN PNLS. MAINTAIN 3 CLEAR WORK SPACE IN FRONT. 12 CO2 FILL BOX LOCATION. BOX SUPPLIED BY OWNER, INSTALLED BY GC. NOT USED. L /2" 'DECOR' WALLS /QUE RAIL /CONDIMENTS /DRINK STATION - REFER TO DECOR DWGS. FOR LAYOUT 18' -O 1g" 9' -2 1 /2" KEY NOTES NOT USED 104 A8.5 3 115 A$.4 9' -4 1 /2" -6 1/ cD (U 2 30 2' -7 X 0 4 2 I 114 A8.2 4 13' -1 1/2" 8' -0 1/2" 2' -6 R.O. R.O. 26r- VERIFY LAYOUT OF SERVICE COUNTER SUPPORT WALLS W/ DECOR VENDOR PRIOR LAYOUT. T X a, I acKEN COOLER c LIM w I 1 1)(i 2" RECESSED TILED(T -3) MOP SINK W /3" CURB - REFER TO 15/A9.1. OMIT CURB AT JANITOR'S CLOSET. PROVIDE SS WAINSCOT UP +48" AFF, ON SURROUNDING WALLS. HAND SINK - REFER TO PLUMBING DRAWINGS. 3- COMPARTMENT SINK - REFER TO PLUMBING DRAWINGS. PREP SINK - REFER TO PLUMBING DRAWINGS. LAVATORY SINK WITH CONCEALED SUPPORT BRACKETS - REFER TO PLUMBING DRAWINGS 3" DIA. CAST IRON RWL IN STUD WALL & CONC CURB. DISCHARGES THROUGH FACE OF CURB, REFER TO PLUMBING DWGS. TYPE I EXHAUST HOOD REFER TO HOOD DWGS. TYPE II EXHAUST HOOD REFER TO HOOD DWGS. RECESSED ILLUMINATED P.O.P. BOXES. REFER TO INTERIOR ELEVEATION, DWG A8 FOR ROUGH -IN REQUIREMENTS. 6 "O PVC CHASE, IN WALL, FROM 6" ABOVE CEILING DOWN TO + 18 "A.F.F. REFER TO DETAIL 11/P3.1. PROVIDE R -19 BATTT INSULATION (FULL HEIGHT) AT INTERIOR WALLS AND CEILING OF UTILITY ROOM EXTEND GYP. BD. ON WALLS BEHIND WALK -IN BOXES. PROVIDE 20 GA SS WALL fINISFI(fULL HEIGHT) BEHIND BREADING STATIONS, 3 -COMP SINK AND PREP SINK. REFER TO INTERIORS ELEVATIONS. CC TO PROVIDE 22 GA SS CLOSURE M1GLE(2'x27 WHERE W. I. BOX ABUTS WALL. ' I I ; j IL _ lr / 1! i! I L-- 119 ICI 13' -5" 7' -5 I LmUlYI 2 /2" 116 , A8.2 30 4 0 0 FACE OF CMU SILL BELOW. • 0 OX til . 1 1/2" CLR. CITY Of T1 SEP 3 D 1 13 h FLOOR PLAN SCALE: 1 /4"= 1 • r• 0 O ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 06►09.03 OLYM P I C ASSOCIATES COMPANY 16036 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON FLOOR PLAN L POUT etr , ip, FEW SUINI TSL ° C 0 P Y R I C H Ts 1 ors V � MOM NNW NS iR ilk w IN w PAN = ;.;: MIN APPOINIIN or awl s 11m lCsiL A1.0 AP NPR • QTY. OWN. Q 2 • • < ` 4 • 4� SEE PUN 2 3 3 CO> 2 0 2 SUPPLY INSTALL G.C. OWN. G.C. • MIRROR 22 "x30" • HAND DRYERS (OPTIONAL) • GRAB BARS (2) -36" & (2) -42" X 1 1/4" DIA. BOBRICK OR BREY KRAUSE • PARTITIONS (REFER TO ACCESSORY NOTE 18) BOBRICK "DURALINE SERIES" (SOLID PHENOLIC) • SOAP DISPENSER • TOILET PAPER DISPENSER • TOILET SEAT PROTECTOR DISPENSER • PAPER TOWEL DISPENSER • ACCESIBILITY SYMBOL/ SIGN • BRAIL SIGN TOILET ACCESSORY SCHEDULE ITEM SHEET METAL SPECIALTIES WORLD DRYER - /WA.126 GOJO 19728 VERIFY W/ OWNER VERIFY W/ OWNER VERIFY W/ OWNER VERIFY W/ OWNER VERIFY W/ OWNER MANUFACTURER & MODEL NO. 3" O kk SURFACE MOUNTED SURFACE MOUNTED SURFACE MOUNTED OVERHEAD BRACED. REMARKS COLOR 1S -431 "WILLOW GREY" SURFACE MOUNTED SURFACE MOUNTED SURFACE MOUNTED ABOVE TOILET PAPER DISPENSER SURFACE MOUNTED REFER TO DWG 8.5 (ROOM 103) 2' -11 1/2" • • 4 r 4 Ir al E _ U INSIDE FACE OF STUD ENLARGED RESTROOM V L. PLANS - 1 60X60 °i c 0 1 8' -3 1/2" 2 • 1 105 A8.1 4 4" MAX cr 5 1/2" 18' -5" O ' Q o O 60X61 60X60 8 ' -9 " 1. REFER TO INTERIOR ELEVATIONS,(DWG A8.1), FOR LOCATION OF ACCESSORIES. REFER TO DWG T1 .1 FOR GENERAL DISABLED ACCESS REQUIREMENTS. 2. PROVIDE PROPER 2x BLOCKING AT WALL RECESSED MOUNTED ACCESSORIES. %% / / / / / / /%/ DENOTES BLOCKING LOCATIONS IN WALL. 3. GRAB BARS, FASTENERS & MOUNTING DEVICES SHALL BE DESIGNED AND INSTALLED TO SUPPORT 250 LB. PER LINEAR FOOT LOAD PER A. D. A. 4. MIRROR SHALL BE MOUNTED WITH THE BOTTOM EDGE OF REFLECTIVE SURFACE NOT MORE THAN 40" ABOVE FINISH FLOOR. 5. LOCATE HAND DRYER OPERABLE PARTS WITH THE TOP EDGE NOT MORE THAN 40" ABOVE FINISH FLOOR. 6. LOCATE CENTERLINE OF TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12" HORIZONTALLY OF THE FRONT EDGE OF TOILET SEATS. 7. LOCATE TOILET FLUSH ACTIVATOR ON THE SIDE FACING WIDEST OPENING, TYPICAL. 8. ACCESSIBLE TOILET COMPARTMENT DOOR REQT'S 44" CLEAR WIDTH APPROACH REQUIRED TO COMPARTMENT. DOOR SHALL BE SELF - CLOSING TYPE W/ 34" NET CLEAR OPENING. PROVIDE 9" UNDER DOOR CLEARANCE FOR FOOTRESTS. LATCH SHALL BE 'FLIP - OVER', 'SLIDING' OR SIMILAR TYPE NOT REQUIRING A GRASPING OR TWISTING MOTION. IN ADDITION PROVIDE A 'LOOP' OR 'U- SHAPED' HANDLE LOCATED IMMEDIATELY BELOW THE LATCH. 5' -9 1/2" x 213 POPTIOM.. `'O •• I 1 - z in (O c 3 ' -8 " CLEAR 3 104 A8. 1 4 ACCESSORY NOTES I WOMEN 0 c0 I 4.0•9 INN • II III II INSIDE FACE OF STUD 2" =1 '--0" p DOOR SIZE 3' -2" x 7 -0" x 1 3/4" 3' -O" x 7' -O" x 1 3/4" NOT USED 3' -0" x 6' -8" x 1 3/4" 2' •0" x 6' -8" x 1 3/4" 3' -0" x 6' -8" x 1 3/4" 3' -0" x 6' -8" x 1 3/4" 3' -0" x 6' -8" x 1 3/4" 3' - x6' -8 "x 1 3/4" 3' -0" x 6 -8" x 1 3/4" 4 � EL + . 7' -2" 0. CO. .MIMINIMMIIIMP i 6 ' - O " 6 , -0 " FIN. SLAB DOOR R W to MAT'L AL Al. WD WD WD WD WD HM HM HM AL AL HM HM HM HM H FIN. SLAB • • BUTTS • • • • • , D EL. +0'-0" R.O. s N I. N • • o • 2'- LOCKS • DOOR SCHEDULE W • DOOR SCHEDULE REFERENCE NOTES s N 43 cc 1. ALL HARDWARE SHALL BE FURNISHED & INSTALLED BY G.C. U.O.N. 2. ALL HARDWARE FINISHES SHALL BE ASTM 626 (US26D), U.O.N. 3. ALL H.M. FRAMES SHALL BE 16 GA., DOORS 18 GA. STL., U.O.N. 4. ALL LOCKS TO BE FALCON 6 PIN INTERCHANGEABLE CORE SUPPLIED & INSTALLED BY THE G.C. ALL EXTERIOR LOCKS TO BE PROVIDED WITH CONSTRUCTION CORES. ALL PERMANENT CORES TO BE KEYED ALIKE. 5. PERMANENT CORES TO BE SHIPPED TO THE RESTAURANT GENERAL MANAGER. 6. MOUNT DOOR CLOSERS ON TOILET RM. OR KITCHEN SIDE ONLY. 7. DOORS 14, 5, 6, 7, 8 TO RECEIVE PLASTIC LAMINATE FINISH PER ROOM FINISH LEGEND, DWG. A9.1 8. INCLUDES PANIC FRAME, HINGES, KICKPLATE, WINDOW, LATCH GUARDS. KICKSTOP, AND CLOSER SUPPLIED & INSTALLED BY G.C. -SEE LEGEND FOR ADDITIONAL COMPONENTS . 9. HM DOOR FRAME FINISHES: INTERIOR FRAMES- PAINTED WU PER ROOM FINISH LEGEND, DWG. A9.1 EXTERIOR FRAMES- PAINTED 0 PER PAINT FINISH SCHEDULE, DWG. A4 10. STOREFRONT ENTRANCE DOOR TO BE 'NARROW' STILE DESIGN. 11. MAXIMUM DOOR OPERATING PRESSURES - 5 LBS INTERIOR. 8 1 /2 LBS EXTERIOR 12. PROVIDE DISABLED ACCESS AND BRAILLE SIGNS PER LOCAL CODE. 13. PROVIDE SIGN ON FRAME ABOVE DOORS #1, 2 & 3 IN 1" HIGH WHITE LETTERS ON BLACK BACKGROUND. SIGN TO READ "THIS DOOR SHALL REMAIN UNLOCKED DURING BUSINESS HOURS ". 14. PUSH /PULL, TSHLD., SWEEP & WEATHERSTRIP SUPPLIED BY STOREFRONT MFR. FINISH TO MATCH STOREFRONT FINISH. 8' - O " 3' -10 DMMIMIIMIDIONDO z • CLOSER 3 W J CL t J o: 2 (A) 3 U) 1 W -J CL 0 I- a. z J • • • • rn w I II I II I II I Ny 1 1 L +3 .� 1 .---- J - - - - � la.o. • • • KICKPLATE W 0 V1 V) 0 0 CD CO t • 4041. FIN. SLAB 17) 0 Vf CO _ N N X s J W U) W J FIN. SLAB W U, 0 m M s x -- P.LAM OVER SOLID CORE KICKPLATE BOTH SIDES I 24"WX 12 "H GSM LOUVER THRES HOLD P.LAM OVER..■--) SOLID CORE KICKPLATE - ON BOTH SIDES • (1) CP I p i? (.719 DOOR STOP 1 1 /4" SAFETY GLASS(LO• E) SIGN WHERE NOTED - WINDOW TYPES (DIMENSIONS ARE TO STOREFRONT FRAME) L POWER SUPPLY REFER TO ELEC DWGS SUPPLIED BY GC D WINDOW UNIT SUPPLIED BY OWNER VERIFY UNIT ROUGH OPENING W /SUPPLIER REFER TO DWG'S K1 & A4.1 FOR DIRECTION OF SLIDING PANEL Y 3 �v `4 11 .r' 2 • 1 • • • METAL HOLLOW s MISC. 1 • • • N U, • a. z U, N W W • 8 "SQ. s 5- IX W 0 z • • • DOOR TYPES • 8 "SQ. STOREFRONT NOTES z U) cr • SEE NOTES 6, 7,11,12 1/4" SAFETY GL. LITE NAM OVER SOLID CORE KICK RATE BOTH SIDES HOLLOW METAL KICK PLATE BOTH SIDES EQ. SEE NOTE 7 SEE NOTE 7, 11 SEE NOTE 7, 11 GLASS TYPES 1" INSULATING GLASS (LOW E 'TYPE) 1" INSULATING TEMPERED GLASS (LOW E TYPE) 1/4" SAFETY GLASS. DOOR NOTES SEE NOTE 10,11,12,13,14 SEE NOTE 10,11,12,13,14 SEE NOTE 6, 7,11 1/4" SAFETY GLASS IN STEEL FRAME W/ HINGED COVER (18 GA GSM) ON INTERIOR EQ. STOREFRONT SECTION SHALL BE 2"x 4 1/2". REFER TO DWG A4 FOR EXTERIOR FINISH. (I) LOW 'E' GLASS SHALL BE PPG "SOLABAN 60 (CLEAR " OR APPROVED EQUAL. ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 Pik 15038 INTNI BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON DOOR / WINDOW SCHEDULES AND ENLARGED RESTROOM PLAN 11.411411 0111115 OLYMPIC ASSOCIATES COMPANY DOE MOEN moo Lb* nrik : mareimumumfie sass 110•1 10110 m 19 remlimv "MC MUMS COINPIR xe 0 WO • 0 im NW =NW IIMIN 80001110 SUM 0110011 RV 110111: A1.1 oft • ABOVE AWNINGS ABOVE AWNINGS .. 11 ABOVE AWNINGS 60' MAX. BETWEEN DRAFT STOPS EQUAL 8' -1" 8' - • EQUAL L 13' -0" 13'-0" EQUAL • (PEPSI) t O 0 REFLECTED CEILING PLAN SCALE: i/.• -,• —( CITY Of TUKWILA kpOYED SEP 30 2CO3 N - J ID • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE, N. SEATTLE, WA. 98109 (206) 285 -4300 IR 16038 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON - 11 -18-o ME 1 /e"•1' -.'' Pilik OLYM P I C ASSOCIATES COMPANY REFLECTED CEILING PLAN 010IIA3 IOW svlrrrr/L PECTIVED MTV A P 1 ) !UU PIEFINNT CENtek * C 0 P Y R I C H T t '7 V cols P i�i1t R 11 Msw emu ww mar WNW i *,411M111 Or SAM rwO A2.0 PUN IOW • CEILING SYMBOL LEGEND CEILING PLAN NOTES KEY NOTES CEILING FINISHES 1 • REFER TO ROOM FINISH SCHEDULE, SHEET A9.1, FOR CEILING FINISHES SUSPENDED CEILING 1. TRIM: INSTALL EDGE MOLDING AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING LONGEST PRACTICAL LENGTHS. PROVIDE EDGE MOLDINGS AT JUNCTIONS WITH OTHER INTERRUPTIONS. 2. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. 3. VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8- INCH IN 10 FEET. 4. VARIATION FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, TWO DEGREES MAXIMUM. 5. INSTALL SYSTEM AFTER MAJOR ABOVE- CEILING WORK IS COMPLETE. COORDINATE LOCATIONS OF HANGERS WITH RELATED WORK. 6. SEE SPECIFICATION SECTION 09510 ACOUSTICAL CEILING PANELS FOR ADDITIONAL INFORMATION. 7. REFER TO DETAIL 2/A2.1 FOR SUSP. CEILING - DIAGONAL BRACING. GYPSUM BOARD CEILING 1. GYPSUM BOARD TYPE SAME AS INDICATED ON SHEET Al , FLOOR PLAN. ' 2. ACOUSTICAL SEALANT: APPLY TO GYPSUM BOARD PANELS AS INDICATED IN SPECIFICATION SECTION 09250 GYPSUM BOARD. 3. GYPSUM BOARD FINISHING AND DECORATING: SEE SPECIFICATION SECTION 09250 GYPSUM BOARD. ELECTRICAL 1. SEE SHT. E4 FOR FIXTURE SCHEDULE 2. SEE SHT E6 FOR OR P05 MONITORS, SPEAKERS AND ALAR a' CEILING GRID STARTING POINT. PROVIDE 5/8" TYPE "X" GYP. BD. DRAFT STOP IN CLG. SPACE FROM ROOF SHTG. DOWN TO CLG. SEAL ALL PENETRATIONS FULL WIDTH OF 4E0 TYPE I EXHAUST HOOD, WITH LIGHTS. EXTEND AC CEILING TILE CEILING OF BLDG. 7 " " 2'-0" x 4 -0 WNLIGHT WALK-IN FLUORESCENT LIGHT BY WALK -IN MFR. FIXTURE OVER HOODS TO REAR WALL, 16 WALK -IN LIGHTING SUPPLIED BY WALK -IN MFR. illao WATER HEATER FLUE PROVIDE S.S. ESCUTCHEON 0 CEILING. SEE EXTERIOR PLASTER SOFFIT. REFER TO WALL SECTIONS. DETAIL 6/P3.1 8 HOOD HANGER ROD, TYP. SEE DETAIL ON SHEETS H - 1, H -2, & H -3 « NOT USED. (_19) MENU BOARD - SEE SHEETS K 1 & K 1.1 ► NON - INSULATED BUNDLED SYRUP LINES FOR DRINK SYSTEM. O CENTER SPEAKER ON CLG. TILE, TYP. OWNER FURNISHED. REFER TO DETAILS 12/A2.1, _ J » " 1 -0 x 4 -0 FLUORESCENT LIGHT k�> FIXTURE C3a 'sr' MI C.C.T.V. CAMERA C.C.T.V. MONITOR 12 " EXHAUST FAN 10/P3.1 FOR INSATALLATION. ,► DRINK STATION SOFFIT BOT. 0 +8'-2" A.F.F. FINIS P1 Q 6" DIA. PVC TUBE. STUB THRU CEILING. SEE DETAIL 10/P3.1. MENU BD. SOFFIT BOT. 0 +6' -9" A.F.F. SEE DETAIL 9/A2.1 FINISH WITH S/S CHANNELO BOTTOM OF WALL BELOW MENU BOARDS. CIO ILLUMINATED AWNINGS. SUPPLIED BY OWNER. REFER TO SCOPE OF WORK,, SERVICE COUNTER SOFFIT :OT. 0 +8' -2" A.F.F K1 FOR INSTALLATION. POS MONITOR 0�' 12" SUPPLY FAN ALL DIMENSIONS TO BE FIELD VERIFIED. SEE DETAIL 9/A2.1. (> P1 ® SPEAKER HANGING MONITOR LOCATION - SEE DETAIL 18/A2.1. F� ROOF ACCESS OPENING. PROVIDE FRP SURROUND IN OPENING. REFER CO FLY FAN - SEE SHEET K 1, K1.1. TO DETAIL 15/A3.1. BULKHEAD 0 +8'-11" AFF. WINDOW VALENCE SUPPLIED BY DECOR VENDOR. INSTALLED BY GC 4011 TYPE II EXHAUST HOOD DUCT W/ S.S. COLLAR (TOTAL 6) 26 SECURITY MONITOR, VERIFY QUANTITY AND LOCATIONS. F RAMING FOR ROUGH RAMING OPENINGS SEE MR DEVICE SCHEDULE ON SHT. M1. EXTERIOR WALL LIGHT. SEE DWG. E4. R • FRAMING MS ) B HO ODS TO PROVIDE D INSTALL 22 GA SS CLOSURE PANEL FROM TOP OF FOR �E LOCATIONS CENTER OVER TABLE TOP TYP. SEE SHEET D1 SECURE PERIMETER AC TILE GRID TO W.I. WALL PANELS. 9 (Plo HOOD M.U. MR COLLARS. REFER TO HOOD DWGS. Q PROVIDE RADIUS ED AC TILE PERIMETER WALL TRIM (OR ANGLE) WHERE AC CEILING TILE ABUTS CURVED SOFFIT ABOVE SERVICE COUNTER. 1 HOUR RATED SHAFT TO EXHAUST FAN. REFER TO REFER TO FINISH LEGEND, DING. A9.1. DETAILS 19 & 20/M2.1 AND FH000 DWGS. 0 DOWNLIGHT \ HVAC RETURN GRILLE `A EMERGENCY LIGHTS (p (WAIL LIGHT 1>< HVAC MOUNTED) S UPPLY DIFFUSER 0 EXIT LIGHT (CEILING MOUNTED) 11, BACK DOOR SECURITY 0 PENDANT FIXTURE STROBE LIGHT (i EXTERIOR WALL FIXTURE ABOVE AWNINGS ABOVE AWNINGS .. 11 ABOVE AWNINGS 60' MAX. BETWEEN DRAFT STOPS EQUAL 8' -1" 8' - • EQUAL L 13' -0" 13'-0" EQUAL • (PEPSI) t O 0 REFLECTED CEILING PLAN SCALE: i/.• -,• —( CITY Of TUKWILA kpOYED SEP 30 2CO3 N - J ID • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE, N. SEATTLE, WA. 98109 (206) 285 -4300 IR 16038 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON - 11 -18-o ME 1 /e"•1' -.'' Pilik OLYM P I C ASSOCIATES COMPANY REFLECTED CEILING PLAN 010IIA3 IOW svlrrrr/L PECTIVED MTV A P 1 ) !UU PIEFINNT CENtek * C 0 P Y R I C H T t '7 V cols P i�i1t R 11 Msw emu ww mar WNW i *,411M111 Or SAM rwO A2.0 PUN IOW • SERVICE COUNTER SOFFIT MONITOR ASSEMBLY AC TILE MONITOR BRACKET BUILT -UP ROOFING OVER PLYWD SUBSTRATE (PER STRUCT DWGS) 2X6 W/24 OC W/ U26 EA. END B.O. FIN.CLG. 2 "x6" END BLOCK'G ALONG CURVE LINE Jil EL. +8'-2" I V B.O. SOFFIT GYP. BRO. FINISH P -3 ON 1/2" SHAPED • URVE PLY ON 2x6 BLOCKING GYP. BRD. FINISH le-A P Y (GLUED 10GETHER)X CUT TO RADIUS SEE DETAIL 4/A2.1 BUILT -UP ROOFING OVER PLYWD SUBSTRATE (PER STRUCT DWGS) 2X FRAMING EA. SIDE EA. TRUSS W/ (4) 16d EA. LAP AT TOP & BOTTOM CHORDS, TYPICAL 2x SOLID BLOCKING Tip- ® /►- CEILING TILE — FLASHING PLATE (2)INNER STEEL CHANNELS - CONNECT CHANNELS W/ (4)1/4" BOLTS OUTER STEEL CHANNEL WHT. PLASTIC SLEEVE TO CONCEAL CHANNELS & POWER CORDS(NOT SHOWN) W/ 1 /4 BOL I I R S ACKEI VARIES RAFTER PLATE - S.S. STEEL MONITOR BRACKET 18 SYRUP LINES IN CEILING l, - __t, it BOTTOM CHORD OF ROOF TRUSS. REFER TO DWG. S2 FOR SPACING. MOUNTING BRACKET. SUPPLIED BY OWNER, INSTALLED BY GC MENU BOARD. SUPPLIED BY OWNER, INSTALLED BY GC �- CERAMIC TILE (THINSET) OVER 5/8" PLYWOOD. EXTEND FULL LENGTH AND HEIGHT BEHIND MENU BOARD(S) S.S. CHANNEL BY GC NOTE: PROTECT SYRUP LINES FROM TRUSS ANGLES BUNDLED SYRUP LINES & FILTERED WATER LINE SYRUP LINE BUNDLE (OWNER FURNISHED, AND INSTALLED) (3) 10d EMI. END GYP. BD. PAINT SOFFIT AND SIDES 2 LAYERS 3/4" CDX PLY (GLUED TOGETHER), TOP dc BOTTOM OF SOFFIT. CUT TO RADIUS AS NOTED IN DETAIL 7/ A2.1 VARIES. REFER TO PLAN GYP. BOARD — PLYWOOD — 2X BLOCKING -► SIMPSON H2.5 EA. TRUSS, TYP. W/ MFR. REQUIRED FASTENERS in' (2) 1/4"x 1" LAG SCREWS EA. TRUSS 2X SOLID BLK'G, TYP FLEX WALL ANGLE 0 RADIUS �CL - CEILING 0 9' -4" +8 -2" _ , ROT. OF SOFFIT.4' (2) 1 /4 "x 2 1 /2" LAG SCREWS AT 16 "0C, TYP, 2 LAYERS 3/4" CDX PLY (GLUED TOGETHER), TOP & BOTTOM OF SOFFIT. CUT TO RADIUS AS NOTED IN DETAIL 7/ A2.1 GYP. BD. PAINT IP SOFFIT AND SIDES SOFFIT FRIG 0 A2.1 SELF SERVE COUNTER SUSPENDED CEILING SOFFIT PLAN OVER FRONT COUNTER LOCATE SPLICE IN PLYWD. 0 TRUSS. STAGGER SPLICES ON EACH SIDE. 8d 0 4" O.C. THRU PLYWOOD TO FULL HEIGHT 2x4's EACH SIDE 2x4 FULL HEIGHT, ONE PIECE, FROM BOTTOM OF BULKHEAD TO TOP CHORD OF TRUSS (4) 16d EA. LAP TYPICAL ROOF TRUSS BULKHEAD ON DIAGONAL TYP. SOFFIT FRMG. WATCH TEGULAR EDGE TRIM CEILING T'S 0 EDGE BAND WALL ANGLE — TRIM TILES TO SUSPENDED CEILING VER'T. STRUT 11112'— O"O.C. NOT TO EXCEED 6' —O" CONT. HORIZ. STRUT TO PREVENT SPREADING OR RUNNERS SUSPENDED CEILING DETAL AT 111 .HANGER W E ALLOW. T 112 » 11 2 10 SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTIONS SUCH AS POP RNETS. SCREWS. PINS PLATES WITH DENT TABS. OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 X DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MINIMUM GO POUNDS). i SUSP.CEILING DIAGONAL BRACING N.T.S. SOFFIT 0 DINING 3/4 ".1' -0" I 20 SOFFIT 0 SELF SERVE COUNTER N.T.S. 16 • FLEX WALL ANGLE • 1,2 TYPICAL WALL ANGLE SOFFIT PLAN OVER DINING ve - 1 ' — o' 4 • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT ?01 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 Nt _ Karr Il E: PIN 11 E: * C 0 P Y R I G H T• ar ° >" n a 'um: aw /01/ 0 " 1 s WO w WNW MOW Norm ismoisma sr awe IIIINONNI OLYM P I C ASSOCIATES COMPANY 'OM irt20 16036 INTN'L BLVD. 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METAL REGLET AND REMOVABLE FLASHING. 2 PIECE REGLET TYPE --ST FLASHING AS MANUFACTURED BY FRY CORP. OR EQUIVALENT. PIPELINE RUNNING ACROSS ROOF SURFACE METAL CLIP SECURED TO BLOCKING SAME MATERIAL AS PIPE. NOTE: SPACE SUPPORTS 6 -8 FEET APART 2" MIN. (M.L omit PLYWOOD DECK PLASTER REGLET DETAIL PROTECTION PAD SECTION ADHERED UNDER WOOD SUPPORT ROOF MEMBRANE (SEE TYPICAL SECTION) NTS EXT. PLASTER ON 2 LAYERS 60 MINUTE BLDG PAPER EXTERIOR PLYWD. 0 PARAPET PLASTER J- MOLDING 3 " =1' -0" NA n is 19 A EL. 20 T OP OF PLATE NA 20 NOT USED EL. 19' -4" IV TOP OF PARAPET LINE OF PARAPET BEYOND 3' WIDE BY t 3' -3 HIGH SCREENGATE ON METAL SUPPORT FRAME W/ 180' HINGE SEE DETAIL 2/A3.2 r T • B.U. ASPHALT ROOF ON PLYWOOD DECK " NA FINISH TO FINISH COPING TO TRANSITION REGLET OPEN UNDER SCREEN NOT USED NA 14 NOT USED NA 115 r". C CUPOLA TOWER FLASHING NEON TUBING EXT. PLASTER REFER TO SPEC'S. & DWG. A4 PROVIDE CLIP HARDWARE TO KEEP GATE CLOSED PARAPET WALL B.U. ROOF AND 4" CANT STRIP CUPOLA (REAR) 1/2 " =1' -o~ I 9 NOT USED NA 10 NOT USED NA 11 16NOT USED 1,043-2.1)1 NOT USED NA NA 12_CUPOLA TOWER ROOF PLAN 6 FOR CUPOLA TOP CONNECTION. SEE DETAIL 4/A3.2 HEAD JAMB MOD. BIT. FLASHING MEMBRANE --- 20 GA. ALUM. FLASHING O HEAD do JAMBS W/ 1/2" DRIP EDGE TO OUTSIDE 22 GA. ALUM. FLASHING O HEAD do JAMBS W/ 1/2" DRIP EDGE TO OUTSIDE THRESHOLD 1 - o' I TOWER ATTACHMENT DETAIL EL. 20' -7 TOP OF TOWER 4 CONT. METAL FLASHING 1/2" FJITHILNW G PLYWOOD ) ------ 7/8" EXT. PLASTER ON FURRING LATH (REFER TO DWG. A4). 2x6 (TYP.) BACKER ROD & SEALANT SCREEN 2 GATE E W/ STEEL FRAME. PROVIDE INWARD SWING W/ STOPS ON FRAME MOD. BIT. FLASHING MEMBRANE X BUILT —UP ROOFING ON PLYWOOD BASE ON THRU GATE OPENING, STRUCT. TRUSSES SL SEE DETAIL 8/A3.2 CUPOLA SCREEN DETAIL 1 1 /2 "= 1' -0" 2 2'x2'x1/4' ALUM. ANGLE (BY GC) SECURE COPULA ROOF TOWER TO TO ROOF PARAPET WALL. SEE DETAIL 2/A3.2 & 4/A3.2 COPING — TRANSITION aD 0 a r 3 11 1/4" w a V) 3' -O" x 4' -1' HIGH SCREENGATE WITH 180' HINGE 10 0/0 FINISH q 5'-7" 1 7 1/2/ NOTE: BUILT —UP TOWER TO BE BUILT TO DIMENSIONS AS SHOWN TO ALLOW FOR INSTALLATION OF SQUARE CUPOLA (TURN. BY KfC/VENpOR). TOWERS THAT ARE BUILT OUT OF SQUARE WILL NOT BE ACCEPTABLE. J A6..2/ F IZ T NS F 37 --COPING TRANSITION SEE OET. 14/43.1 CITY Of TU W11A APPROVED SEP 3 0 221O3 AS L 2 "x2 "x1 4" CONT. ALUM. ANGLE BY G.C.; INSTALL PRIOR TO INSTALLATION OF CUPOLA TOWER CONT. MTL. FLASHING TO OUTSIDE WALL FLASHING _ � 71 3/8 1 '0 LAG BOLT & WASHER 0 12" O.C. CONT. METAL FLASHING TO BE INSTALLED UNDER CUPOLA TOP FLASHING BASE SHEET & CAP SHEET INSIDE OF TOWER WALL W EL. 19' -4" TOP OF FRONT PLATE (2) 2X6 CANT BACK'G REFER TO STRUCT. DWGS. 1"x1" ALUM. TOWER FRAMING (BY KFC/ VENDOR) 1/2" DIA. BOLT 0 2 —0" O.C. 1 ALUM. TOWER FRAME EL. 20;— 7" CONT. METAL FLASHING TO ANGLE NEON TUBING EXT. PLASTER ON 2 LAYERS 60 MINUTE BLDG PAPER METAL FLASHING PLYWD. CONTINUOUS COPING TRANSITION PARAPET METAL CAP FLASHING. TURN UP 4 AGAINST TOWER WALL PARAPET TOP PLATES N.T.S. Fir p • • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 IMMO OMB • q OLYM P I C ASSOCIATES COMPANY 15038 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON . — ME ROI WE EXTERIOR DETAILS St ZUuJ PERMIT DWYER PERMIT SVIINIK ISOM • C 0 P Y R I G H T• a r RIM! __ Si OMEN NO �c 1. 11111 1 11 1 1 , A3.2 IVO O 4 EL. 26' -5" W TOP OF KFC CUPOLA I EL. + TOP OF KFC TOWER EL. 7' -2" BOT. OF AWNING 0 TYP. V R i WRITE ELEVATION NOTES RED 4 MISCELLANEOUS 1. EE S4-IT. Al .1, DOOR AND WINDOW SCHEDULE, FOR TYPES, DIMENSION AND ELEVATIONS. 2. AWNINGS, COPULA, NEON SIGNS AND LIGHT BANDS SUPPLIED, INSTALLED BY OWNER'S VENDOR UNDER SEPARATE PERMIT. GENERAL CONTRACTOR TO PROVIDE ROUGI -I ELECTRICAL AND MAKE FINAL CONNECTIONS. 3. ALL EXTERIOR PAINT TO BE SEMI - GLOSS. 4. PROVIDE ANTI - GRAFFITI COATING (PER SPEC'S SECTION 09164) AROUND ENTIRE BLDG. AND TRASH ENCLOSURE. COATING TO EXTEND FULL HGT AT TRASH; UP TO +10 -6" ON MAIN BLD'G.; FULL NEIGI -IT ON KFC TOWER. EXTERIOR PLASTER 1. 7/8" PLASTER OVER 3.4 LB. /5Q. YD. SELF - FURRING GALVANIZED METAL LATH OVER 2- LAYERS, FACTORY APPLIED GRADE "D" 60 MINUTE PAPER. FINISH COAT TO BE TO BE 100% ACRYLIC BASE TYPE USING MFR. APPROVED BASE PRIMER. 2. LATH, OTHER TWAN AS SPECIFIED OR AGREED TO IN WRITING BY THE OWNER, WILL BE REJECTED. ALL FASTENERS SHALL BE GALVANIZED. 3. COLD JOINTS WILL NOT BE ACCEPTABLE UNDER ANY CIRCUMSTANCES. 4. PLASTER FINISH SHALL BE "SMOOTH SAND" AS SPECIFIED BY THE STUCCO MANUFACTURERS ASSOCIATION, MACHINE APPLIED. 5. ME51.4 AS SPECIFIED SHALL NOT OVERLAP OR BE CONTINUOUS AT CONTROL JOINTS. 6. MESH OVERLAPS SHALL NOT COINCIDE WITH PLYWOOD JOINTS. 7. SCARIFICATION AS SPECIFIED SI -TALL ALWAYS BE IN THE HORIZONTAL DIRECTION. 8. INTERIOR DRYWALL SHALL ALWAYS BE INSTALLED AFTER BUILDING HAS BEEN "DRY ED- IN, " BUT PRIOR TO APPLICATION OF STUCCO - UNLESS DRYWALL IS SCREWED, NOT NAILED. 10.PROVIDE 100% ACRYLIC EXTERIOR PENETRATING SEALER OVER ALL NOR IZONTAL PLASTER SURFACES. SEALERS 1. SEALANT AT ALL WALL AND ROOF PENETRATIONS. 2. SEALANT AT ALL WINDOWS AND DOOR FRAMES AT HEAD, SILL AND JAMB. 10 ► 19 • SOUTH ELEVATION NOT USED AREA /ITEM KFC TOWER GSM PARAPET CAP ACCENT BAND BELOW PARAPET TRIM GENERAL WALL SURFACE UPPER WALL PLASTER TRIM BAND WAINSCOT BASE DOOR AND FRAME GAS METER, ELECTRICAL SERVICE EXPOSED UTILITY PIPES AND CONDUIT LIGHT BAND TACO BELL PLASTER ARCH TRIM BAND BOLLARDS RED RED UPPER PARAPET TRIM (BELOW GSM CAP) LOWER PLASTER TRIM BAND (ABOVE WSCT) PAINTED PLASTER p TACO BELL PORTAL 0 v 1 � ■ - A7.0 `-' •• A7.0 • L __ - -- -- . -- ii L___ �__.._ _. _._ MI ■■■■ ii i .IIii ❑ X111 ■ ■■1E■E■11iE■■■1❑1tEE■■■ ■ ■1111 ■-1111■ ■1111❑■■ ■■■■■■■■1111■■ ■■■■1■■■■■■■■■■ ■■M■ EXTERIOR FINISH SCHEDULE COLOR 311 IMO O ■ a Ell EDI • RED 0 I - 0 •I iA W I UUtU ° 1 ■411ii■E■ - -- - MI MINN ■■ 7 ■■MII ■■ ■O1 MIN - ■■511■i 1 SNERWIN WILLIAMS (SEMI - GLOSS) SW 2207 "COLONY BUFF' 5W 2207 "COLONY BUFF" SW 2207 "COLONY BUFF" SW 1553 "CABARET PURPLE" SW 2207 "COLONY BUFF" SW 1105 "TORTOISE" SW 1105 "TORTOISE" SW 1090 "CRAFT BROWN" SW 2207 "COLONY BUFF" SW 2207 "COLONY BUFF" 5W 2207 "COLONY BUFF" SW "SAFETY RED" SW 2123 "WRITE" 5W 2323 "MAJORCA MELON" SW "SAFETY RED" m m EEl RED a Et E1 L: TYP. 0 v m 0 S 0 EL. 16' -0" TOP OF LIGNTBAND dik EL. 0' - 0" TOP OF SLAB m g EL. 10' -6" B.O. OF D/T AWNING TRIM BAND 1 AINT IN FIELD. SEE DET. 2/A7.1 DETAIL b/A0.3 TYP. - SEE PLASTER NOTES THIS SHEET PRIME AND PAINT IN FIELD. EQUIREMENTS. TO MATCH ADJACENT /A3.I. UOUS ON WALL 4 PARAPET (TYP.) D. SEE DETAIL 10/A7.1 • PAINT ACCENT T TYP. AS NOTED ON DWG A3. REFER MATCH ADJACENT SURFACE. SPACING AND E4 FOR FIXTURE TYPE. TALLED BY SIGN VENDOR UNDER NAL LOCATION W/ OWNER. ELECTRICAL G.G. SUPPLIED • INSTALLED BY OWNER; ECTION BY G.C. • CTR. LINE a EL. 21' -1" T.O. PARAPET t D/T TOWER F EL. lq' -4 " . _ V TOP OF PARAPET (TYP) WEST ELEVATION TYP. TYP. TYP. TYP. 0 MIIIMM1111131111111 11111111101111111111M11121 a► 111111111111111111111111111111111 11■ ❑■■ ui■w■■ ■■ A7.1 ■u\■■ ■■■■ ■■ 8 11111111111111111• ■�; �. A 7 •OIr■ ■ ■■■ 1111 ■rr ■ ■■ ;AC CU 0 TYP. RED m 31 0 coo LINE of ROOF BEYOND. NOT USED. 0 m 0 TYP. RED a TYP. TYP. TYP. TYP. 0 19 e • ■■■ ■•RU ■ ■ ■■ KEY NOTES 9 0 PARAPET TO SCREEN MECHANICAL EQUIPMENT 0 NOSE 8188, REFER TO PLUMBING DWGS. PLASTER CORNICE TRIM. SEE DETAIL 2/A7.1 t PAINT ACCENT BAND PER DETAIL l6/M.I. CO2 FILL BOX (VERIFY WITH VENDOR) i" NIGH BLACK PHENOLIC STREET ADDRESS NUMBER. SUPPLIED AND INSTALLED BY GC. ,' HIGH PIPE BOLLARD (SHOWN ON 11,.1) ILI A TIED V_ IN74_C�SJP�.�tlPPLIED AND INSTALLED BY OWNER EL Rv�iur+ m or NOT USED ELECTRICAL MAIN SWITCHBOARD, SEE ELECTR. DWGS. WALL TO BE FINISHED PRIOR TO INSTALLATION OF SWITCH GEAR. CMU SILL I CAP. SEE DETAIL 16/A7.1 4 PAINT ACCENT TYP.• Ade _NM= 7.0 +i 7.0 NO. ■■■ ■t _ s ■ ❑111■ ■■ ° ! } ! 1 ■■I ION 1 1111■■■ _._ __ - .�. ■�l� ■ ■■ L °C _ .._.._._ _... ='J ■ ■I NMI 1 1111■■■ 11111111111111111i11111•1 ■❑11 ❑■ ■ ■•■■■1101 ■I��■w■11■r lUll I t ■Ci ■■ 1w■116■t■ L ■MMO 111111111111111111E9111111111111111111111111101 ■■ ■t I SEE SHEET A1.1 FOR WINDOW SCHEDULE RED { f ❑ �I I • EL. 20' -7" _ T.O. KFC TOWER EL. 21' -1 T.O. PARAPET • TOW ER' EL. Iq' _ TOP OF PARAPET TYP 0 EL 16 EL. � TOP OF LI6NT6AND � 0 EL. 10-6" SOT. OF TRIM BAND 'f v 0 0 EL. 2' -8' + / - BOT OF CMU SILL/CAP a EL 0' - TOP OF SLAB EL. V-5 TOP OF KFC CUPOLA m 0 m 0 m QTY Of T;OitU N PF OYEO SEP 3 0 ze33 - 10- 7 - rtsCr 1/4 "_ 1 ' _ 0 " • C)2 INSTALLED Cs (ALL�OUR� �pL NEON BAND) SUPPLIED AND NEON LIGHTING • KTB TOWER, (PURPLE NEON BAND) SUPPLIED AND INSTALLED BY GC. (FRONT t 2 SIDES) LIGHT BAND, COLOR RED' (SUPPLIED t INSTALLED BY OWNER). ELECTRICAL ROUGH -IN AND CONNECTION BY G.C. PAINTED PLASTER WALL FINISH • KTB PORTAL. PAINTED TACO BELL ARCH PLASTER TRIM BAND. Q GAS METER PER GAS CO. REQUIREMENTS. NOT USED. • HANDICAP SIGN, POSTED IN ENTRANCE DOOR, 5' -0' APP. /SEE (r/T1.1 12"X12" GSM ACCESS PANEL FOR NEON TRANSFORMER. COORDINATE LOCATION WITH NEON INSTALLER. PAINT TO MATCH ADJ SURFACE. REFER TO GRADING PLAN FOR PAVEMENT ELEVATIONS. SINGLE SCORE CMU BLOCK ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 101 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 KFC /Taco Bell 16036 Internatlional Blvd Tukwila, WA 98188 EGISTERED CHITECT WASHINGTON SOUTH & WEST ELEVATIONS SAM Nit 11 Aff OLYMPIC ASSOCIATES COMPANY RECEIVED CITY (x ') NU3 MOO PINTER POUT SUIIIIITTAL * C 0 P Y R I G H T• lion ma MPS 111001PaN , NMI IS S i* OW 1 0 II MINN w i� = m ar M Mt nor KIM OW Vat • • EL. 21' -1" T.O. PARAPET D/T TOWER B i 1 ■ ■ ■ — ■■ 1 ■ ■ ■ —■■ t ■ ■1■■■■■ I IN 11111111111111111 • ■■ ■■■■ ■■ ■■■■•■ • ■ ■ • Mani ELEVATION NOTES PARAPET TO SCREEN MECHANICAL EQUIPMENT �II NORTt-I ELEVATION MISCELLANEOUS I. Q C„ SEE 5NT. Al .1, DOOR AND WINDOW SCHEDULE, FOR TYPES, DIMENSION AND ELEVATIONS. 2. AWNINGS, COPULA, NEON SIGNS AND LIGHT BANDS SUPPLIED, INSTALLED BY OWNER'S VENDOR UNDER SEPARATE PERMIT. GENERAL CONTRACTOR TO PROVIDE ROUG} -I ELECTRICAL AND MAKE FINAL CONNECTIONS. 3. ALL EXTERIOR PAINT TO BE SEMI - GLOSS. 4. PROVIDE ANTI - GRAFFITI COATING (PER SPEC'S SECTION O'%4) AROUND ENTIRE BLDG. AND TRASH ENCLOSURE. COATING TO EXTEND FULL HGT AT TRASH; UP TO +10 -6" ON MAIN BLD'G.; FULL I- 1EIGl -IT ON KFC TOWER. EXTERIOR PLASTER (REFER TO SPEC'S SECTION Og220) I. 7/8" PLASTER OVER 3.4 LB. /SQ. YD. SELF - FURRING GALVANIZED METAL LATH OVER 2- LAYERS, FACTORY APPLIED GRADE "D" 60 MINUTE PAPER. FINISH COAT TO BE TO BE 100% ACRYLIC BASE TYPE USING MFR. APPROVED BASE PRIMER. 2. LATH, OTI -IER THAN AS SPECIFIED OR AGREED TO IN WRITING BY THE OWNER, WILL BE REJECTED. ALL FASTENERS SHALL BE GALVANIZED. 3. COLD JOINTS WILL NOT BE ACCEPTABLE UNDER ANY CIRCUMSTANCES. 4. PLASTER FINISH SHALL BE "SMOOTH SAND" AS SPECIFIED BY THE STUCCO MANUFACTURERS ASSOCIATION, MACHINE APPLIED. 5. MESI -I AS SPECIFIED SI -TALL NOT OVERLAP OR BE CONTINUOUS AT CONTROL JOINTS. 6. MESI -I OVERLAPS SHALL NOT COINCIDE WITH PLYWOOD JOINTS. 7. SCARIFICATION AS SPECIFIED SHALL ALWAYS BE IN THE HORIZONTAL DIRECTION. 8. INTERIOR DRYWALL SHALL ALWAYS BE INSTALLED AFTER BUILDING HAS BEEN "DRYED - IN, " BUT PRIOR TO APPLICATION OF STUCCO - UNLESS DRYWALL !S SCREWED, NOT NAILED. IO.PROVIDE 100% ACRYLIC EXTERIOR PENETRATING SEALER OVER ALL HORIZONTAL PLASTER SURFACES. SEALERS (REFER TO SPECIFICATIONS) I. SEALANT AT ALL WALL AND ROOF PENETRATIONS. 2. SEALANT AT ALL WINDOWS AND DOOR FRAMES AT HEAD, SILL AND JAMB. RED AREA /ITEM KFC TOWER GSM PARAPET CAP WAINSCOT BASE DOOR AND FRAME NOT USED NOT USED BOLLARDS in LONER BAND "' UPPER HAND TYP. TYP. TYP.TYP. 0 ( 0 TYP. EXTERIOR FINISH SCHEDULE UPPER PARAPET TRIM (BELOW GSM CAP) ACCENT BAND BELOW PARAPET TRIM GENERAL WALL SURFACE UPPER WALL PLASTER TRIM BAND LOWER PLASTER TRIM BAND (ABOVE WSCT) GAS METER, ELECTRICAL SERVICE EXPOSED UTILITY PIPES AND CONDUIT TACO BELL PLASTER ARCH TRIM BAND PAINTED PLASTER p TACO BELL PORTAL COLOR El 0 El D m to 0 PARAPET PARAPET AND ACCENT BAND DETAILS N.T.S. 16 0 SNERWIN WILLIAMS (SEMI - GLOSS) v SW 2207 "COLONY BUFF" SW 2123 "WHITE" SW 2123 "WHITE" SW 1553 "CABARET PURPLE" SW 2207 "COLONY BUFF" SW 1105 TORTOISE" SW 1105 "TORTOISE" SW IOgo "CRAFT BROWN" SW 2207 "COLONY BUFF" SW 2207 "COLONY BUFF" SW 2207 "COLONY BUFF" SW 2123 "WHITE" SW 2323 "MAJORCA MELON" SW "SAFETY RED" • —Q1) (TYP.OF 3) EL. 14:1' -4" r— Sf TOP OF PARAPET (TYI°' 4 6 EL. I6' -0" TOP OF LIGHT BAN D AL EL. 3' -O" TOP OF TRIM BAND • GALV. MTL. COPING - PRIME t PAINT IN FIELD. SEE DET. 2/A7.1 m RWL TNRU FACE OF CUBE DETAIL 8/C2.1. EXTERIOR PLASTER WALL FINISH, TYP. - SEE PLASTER NOTES THIS SHEET GALV. MTL. OVERFLOW SCUPPER - PRIME AND PAINT IN FIELD. SIZE IN ACCORDANCE W /LOCAL REQUIREMENTS. TO MATCH ADJACENT SURFACE . REFER TO DETAIL b/A0.3. CONTROL JOINT -TO BE CONTINUOUS ON WALL i PARAPET (TYP.) SEE DET. 5/A7.I 4 SPECS. UPPER WALL PLASTER TRIM BAND. SEE DETAIL 10/A7.1 t PAINT ACCENT BAND DETAIL 16/.04.1. 14 "1X12 1 W LOUVERED TOWER VENT TYP. AS NOTED ON DWG A3. REFER TO DETAIL 3/ A3.I. PAINT TO MATCH ADJACENT SURFACE. WALL LIGHT. SEE DWG. A2 FOR SPACING AND E4 FOR FIXTURE TYPE. BUILDING SIGN - SUPPLIED $ INSTALLED B SIGN VENDOR UtIPER SEPARATE PERMIT. VERIFY FINAL LOCATIM4 W/ OWNER. ELECTRICAL ROUGH-IN AND CONNECTION BY G.C. ILLUMINATED VINYL AWNING - SUPPLIED I INSTALLED BY OMER; ELECTRICAL ROUGH -IN AND CONNECTION BY G.C. ifiummoRS 1__iimmix I__ 7 .O iA��� bar ■w■1 I■P ■■■ "I _ _ M41 8 y. d ■■ ■ ■.._ A7.1 _■; e ■■■■,pw ..._ ___ �■�� MEM Q ■■■ ■■■1Ii■■■■•■■■■ ■ ■w ■ ■ ■ ■ ■U■■ ■■1 ■ ••■1■ ■■■■■ ■ ■■ ■ 11 ■ ■0''���■ AU111•■ ■■ ■■f■■■ ■■1■•111■I■ 1111111■■■ ■ ■■ ■ • �� ■■ lq TYP. EAST ELEVATION RED 0 TYP. TYP. TYP.TYP. 0 LINE OF ROOF BEYOND. NOT USED. a TYP. 0 KEY NOTES NOSE BIBB, REFER TO PLUMBING DWGS. PLASTER CORNICE TRIM. SEE DETAIL 2/A7.1 t PAINT ACCENT BAND PER DETAIL I6 /A4.I. CO2 FILL BOX (VERIFY WITH VENDOR) HIGH BLACK PHENOLIC STREET ADDRESS NUMBER. SUPPLIED AND INSTALLED BY C. 4' HIGH PIPE BOLLARD (5140e4N ON A4.I) �ICA L D R V C -I 8 LIED AND INSTALLED BY OWNER NOT USED ELECTRICAL MAIN SWITCERD, SEE ELECTR. DWGS. WALL TO BE FINISHED PRIOR TO INSTALLATION OF SWITCH GEAR. CMU SIL / CAP. SEE DETAIL 16/A7.1 1 PAINT ACCENT SIM.. 0 10 27 m (BEYOND) m RED 17043--20.01 e'' P 3 2 0 v EL. 7' -2" BOT. OF AWNING 0 8 T.O. PARAPET Q D/T TOWER B EL. 21' -I" T.O. PARAPET • D TOWER EL. I6' -O" TOP OF LIGAT BAND. EL. 1 0'6" SOT. OF TRIM BAND EL. 3' - _ TOP OF TRIM BAND EL. O' - 0" TOP OF SLAB EL. 21' -1" 0 v 0 a • 1 /4 " =1 '-0" s J EL. 10-6" __A B.O. D/T AWN ING t TRIM BAND EL. O - TOP OF SLAH� 1 /4 "= 1' -O NEON LIGHTING KfG !TOWER (BLUE NEON BAND) SUPPLIED AND INSTALLED BY GC (ALL FOUR (B SIDES) NEON LIGHTING p KTB TOWER, (PURPLE NEON BAND) SUPPLIED AND INSTALLED BY GC. (FRONT t 2 SIDES) LIGHT BAND, COLOR 'RED' (SUPPLIED t INSTALLED BY OWNER). ELECTRICAL ROUGH -IN AND CONNECTION BY G.C. PAINTED PLASTER WALL FINISH p KTB PORTAL. PAINTED TACO BELL ARCH PLASTER TRIM BAND. GAS METER PER GAS CO. REQUIREMENTS. NOT USED. HANDICAP SIGN, POSTED IN ENTRANCE DOOR, 5' -0' AFF. /SEE (r/TI.1 12 "X12" GSM ACCESS PANEL FOR NEON TRANSFORMER. COORDINATE LOCATION WITH NEON INSTALLER. PAINT TO MATCH ADJ SURFACE. REFER TO GRADING PLAN FOR PAVEMENT ELEVATIONS. SINGLE SCORE CMU BLOCK ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 7 01 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 I KFC /Taco Bell r. 76038 International Blvd Tukwila, WA 98188 EGISTERED ` CHITECT W 06.0!.03 KM —. RN 1E: SIR 11 -10-4 lOAE 1 /4'•1' -r OLY M PlC ASSOCIATES COMPANY fail: NORTH & EAST ELEVATIONS PERI Mtr SUMMITM. * C O P Y R I G H T * 9 in it " oa " r4 Darer WM w OM 0 w Nat NOW MINN M1JION ar Mee rOrwt �. 4.1 Purr 1 ■ • I SECTION SECTION TOP OF PARAPET TOP OF LIGHT BAND 4 1) . L .1.4. TRUSS BEARING =/- _ BOT. OF CMU SILL /CAP EL. O'--0" T.O. CONC. SLAB .EL. +19'-4" ...,/ TOP OF PAR TOP OF LIGHT BANID • B.O. TRUSS BEARII}G • BOT. OF CMU SILL/CAP d EL. 0' -0" T.O. CONC. SLAB I Ift / 1 I IAI fee 11► ttrlt 00000 t it 111 1111111 I /,l 11r1r1r,r1r11t11 ► 1111 / EEO 10 ItI r r r1 A. t t r r tit 1 1111 1111 rt '04' r M0'000000 1 1 / / 1 111 1 , 1/ � 1111 1� _ I _ /,I!I !Li�J� . CFO Q • —� ■! Vive'i itir 1 '00 1 1 1 1'1 1 1 1 1 '1r1' 1' /!Itlriteety W00'4%74'00 7 4'1 401 (hI 1 1 / ► ` 1 1 1 1 ► I NMI 11111 I IN NE mem iii,4r1r114'01'1'4' it/�1,1/11r1/111/111 1111,1111,1111111111) 111 6rJ11'1JJ r/ r1r1r111W1r111 Itirlr /'/ 1 i'eit111 J r i r i r i r 1 r 1 1 J t / r.r i t 1 ti r l l i r l r l r i 1 1 1 J t 1 1 J 1 wl r / • J r i r r/1 /1J r 7:11. oar• 20 MI CE1 lilt ter►► HMI& CIO m CURB 0 HVAC UNIT, TYP. m z W 2E 0 KFC SERVICE COUNTER 41111•10 0111111111116 N 00 DINING AREA a► N L. + 19' - 4" f • TOP OF PARAP • TOP OF LIGHT AND I V TRUSS BEARING' w, EL. +7' -2 1 / B.O. AWNING & SOFFIT EL. 1. -6w WINDOW SILL EL. 0 -O T.O. CONC. SLAt I I I I I 1 LONGITUDINAL SECTION 1 M .E_- •..1•1 - /' � r CLIRAN E I � I I U11111111111•1 11111111111111. O EMS MEN. REV. 20 A3.1 RTU -1 1 Z 4A!�S �... , 1 me II '. p. 1111 WAIF/ 111 ►.�., S ri i ia IIVII 1 i ►�,i ■ MIN ■ VI 4D Aye I MO Pr- SLOPE 3/8" PER FT. SLOPE 3/8" PER FT. RTU PER MECH DWGS I I � i I _L - - - - - 1 MECH PER TYP. MEN WASHROOM TYP. INTERIOR NON BEARING WALL CURB - - ■ MIME. I - co - - 1 /4 " =1' -0" A - _ XX A EL. +21' -1" T.Q. PARAPET 0 D/T TO EER A EL. t_16'-0" TOP OF AWNING A EL. +10'-6" B.O. AWNING AT D/T D/T WINDOW HEAD OS1 3 - 0 " D/T WINDOW SILL EL. 0' -0" T.O. CONC. SLAB SECTION EL. tLU -/ EL. +20' -7" T.O. TOWER P YY RTU -2 i r REV. KITCHEN AREA - - 1 I RTU PER 1 MECH DWGS J ■ MENU BOARD -,r. CI CC Z W M CO co GENERAL NOTES P 2-0/ p SERVICE COUNTER AREA 4441 .11. •1111111.1110 1 RTU -3 Ada SERVICE COUNTER 4111111111110 411•11111111, FIELD VERIFY RTU -1, RTU -2, RTU -3 PLACEMENT WITH ROOF FRAMING SHT. S2.0 1. DIMENSIONS FIELD VERIFY CLEARANCES BETWEEN BOTTOM OF TRUSS AND CEILING SYSTEM FOR DUCT CLEARANCES. l oco t o:0 , 36P 3 0 � ow + 4 wirl■wwl4P SLOPE 3/8w PER FT. DINING AREA - - f k KEYNOTES I I I I .111111•111. MNSWII• 01111111111110 REV. EL. +7' -2 112S. B.O. AWNINGS EL. +1' -6" T.O. WINDOW SILL T.O. PARAPET EL. +7' -2 1/22L B.O. AWNINGS EL. +1' -6" T.O. WINDOW SILL INTERIOR SHEAR WALL. SEE STRUCTURAL DRAWING. GYPSUM BOARD SOFFIT 0 +7' -2" AFF. SUSPENDED CEILING - SEE DWG'S A2.0 & A9.1 CONCRETE SLAB PER FOUNDATION PLAN, SHEET. S1.0 STOREFRONT GLAZING - SEE SHEET. A7.0 FOR DETAILS R -19 FACED GATT EXTERIOR INSULATION RATED 0 <25 FLAME SPREAD, < 450 SMOKE DEVELOPED (TYP.) R -30 FACED BATT ROOF INSULATION RATED 0 <25 FLAME SPREAD, < 450 SMOKE DEVELOPED (TYP.) EXTERIOR PLASTER FINISH PER DWG. A4.0 ROOF TRUSSES - SEE SHEET S2.0 HVAC DUCTING - SEE SHEET M2. 3-1/2", 5-1/2" SOUND ATTENUATING BATT INSULATION, REFER TO DWG. Al . VINYL AWNING - SEE EXTERIOR ELEVATIONS, DRAWINGS A4 AND A4.1 ROOF DRAIN & SCUPPER - SEE DETAIL 13/ A3.1 20 GA S.S. CLOSURE PANEL BY GC RECESS CONCRETE SLAB - 3 3/8" AT W.I. FREEZER. REFER TO DWG S1.0 BUILT -UP ROOFING OVER PLYWOOD. SUBSTRATE - SEE SPECIFICATIONS MENU BOARD SOFFIT. SE DWG'S A2.0 & A2.1. WALK -IN FREEZER. REFER TO KITCHEN & STRUCTURAL DWG'S. GYP. BD. CLG. SEE FINISH SCHEDULE DWG A9.1 DINING ROOM SOFFIT (AW SEATING), REFER TO DET. 20/A2.1. INTERNALLY ILLUMINATED CUPOLA. SEE DWG. A4.0 DRAFT STOP. SEE SHEET A2.0 INTERNALLY ILUMMINATED LIGHT BAND. SEE DWG A4.0 WALL SIGN. SEE DWG A4.0 r 1 /4"=1 . -0" 1/4"=r-0" ' -0" ZZ WW ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N SEATTLE, WA. 98109 (206) 285 -4300 I ROF ME ROI 11111.: *C 0 P Y R I G H Tit WNW NOMIIMIk 1111 CIS MI rr w r o 1 T , in[ s VIA INN0INPIN WwllnwAPI I 0/0.11111% MUM IMMO MVO RECEIVED ern wAltA OLY M P I C ASSOCIATES COMPANY REGISTERED ' CHITECT WASHINGTON "ti ' < NIE. e Trairgallo CEENIA., 76038 INTNL BLVD. TUKWILA, WA 98188 BUILDING SECTIONS POUT A5.0 ROI NW w ✓ IS ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 B.U. ROOFING — OVER ROOF SHTG. (REFER TO STRUCT. DWGS.) ILLUMINATED AWNING (PROVIDED BY OWNER, INSTALLED BY GC) ANOD. ALUM SILL FLASHING WALL SECTION 7, AWNING DETAILS PARAPET FLASHING STRUCT. FRMG. LIGHT BAND B.U. ROOF FLASHING OVER 1 /2" PLYWD. WALL SHTG. PER STRUCT. DWG S.) (1) SIMPSON H4 0 EACH TRUSS WINDOW HEAD HEADER REFER TO STRUCTURAL B.U. ROOF FLASHING OVER 1/2" PLYWD. WALL SHTG. (PER STRUCT. DWG'S.)— 2x6 PARAPET WOOD STUDS 016" OC, —' W/ (3) 16d EA. END SOLID WOOD BLOCKING THING — B F. ALUM. STOREFRONT (TYP.) FLASHING WINDOW HEAD WALL SECTION TOWER 2'-5 1/2" SIMPSON A35 EA. STUD SIGN SUPPORT AND UPSTAND BY OWNER. VERIFY BLOCKING AND ELECTRICAL REQUIREMENTS WITH SIGN INSTALLER — NAIL L 2X10 LEDGER tsij (3) 16D PER STUD, TYP. — WOOD TRUSS, SEE STRUCTURAL DWGS. — SIMPSON A35 EA. STUD fix WOOD HEADER, SEE STRUCTURAL DWGS. _ EL. -1 --0" B.O. TRUSS _ E.L. +1O' -6 B.O. SOFFIT IV PLYW'D. EDGE NAIL PLASTER OVER 1/2" ON 2 LAYERS 60 MINUTE BLDG PAPER PLYWOOD WALL SHTG. (PER STRUCT. DWG'S.) ILLUMINATED AWNING (PROVIDED BY OWNER, \ INSTALLED BY GC) AWNING DETAILS -- FACE OF TOWER AWNING DETAILS C WALL SECTION STRUCT. FRMG. PARAPET FLASHING —B.U. ROOF FLASHING OVER 1/2" EXTERIOR GRADE CDX PLYWOOD ROOF KEf B.O. TRUSS 0 EL. T.O. TRIM BAND AT D/T WINDOW SEE STRUCTURAL FOR FOUNDATION AND SLAB DETAILS DRIVE THRU WINDOW PLASTER FINISH"" - ON2 LAYERS 60 MINUTE BLDG PAPER 2x6 CONT. BLKG. 0 CEILING EXTERIOR PLASTER — ON 2 LAYERS 60 MINUTE BLDG PAPER OVER 1,/2" PLYWD. WALL SHTG. (PER STRUCT. DWG'S.) B WALL SECTION NOTE (ALL DETAILS THIS SHEET): REFER TO STRUCTURAL DRAWINGS FOR ALL FRAMING, CONNECTIONS, ETC., U.O.N. PARAPET FLASHING SUSPENDED CLG. SEE A2 PERIMETER AC CEILING GRID CITY Of TU`rtM A APPROVED SEP302O3 ILL) • I• I OLYMPIC ASSOCIATES COMPANY KFC /Taco Bell IR 76038 Internatlional Blvd Tukwila, WA 98168 EGISTERED RCHITECT WASHINGTON WALL SECTIONS 11IPI ME: AOF 1ME: ME • .23 •$ iDKL 3/4'.1' 41' MOM Miff SWIM pqt N1 ON REcENv (WV OF n jcwti► :)t_P1 PMAYT Maw C O P Y R I G H 133010.11.1 T A 1PC PAR R AID N X10 w MIT rNIp11A ONIONS Or SCAM �ww� beas A6.0 AIL ROI WU: MAR Ink 4S Ie,9*ir PMe- WALL SECTION HEADER REFER TO STRUCTURAL H WALL SECTION R-30 BATE INSULATION ubn i! mw11►t i 4I1 7 SOLID WOOD BLOCKING (3) 16d EA. END — ROOF SHEATHING 2x6 CRIPPLE STUDS 0 16" O.C. 2x BLOCKING 2x6 PARAPET WOOD STUDS 016" OC, W/ (3) 16d EA. END B.U. ROOF FLASHING OVER 1/2" PLYWD. WALL SHTG. (PER STRUCT. DWG'S. SEE STRUCTURAL FOR - FOUNDATION AND SLAB DETAILS WALL SECTION 2' -5 1/2" - SIMPSON A35 EA. STUD PLYW'D. EDGE NAIL 7/8" EXT. STUCCO ON 2 LAYERS 60 MINUTE BLDG PAPER OVER 1/2" EXTERIOR GRADE PLYWOOD ON WOOD STUDS - -- SIGN SUPPORT AND � UPSTAND BY OWNER. VERIFY BLOCKING AND ELECTRICAL REQUIREMENTS WITH SIGN INSTALLER - ILLUMINATE CANOPY PROVIDED Y OWNER, INSTALLED FY GC) El _ B.O. AWNING CANOPY `V AWNING DETAILS - FACE OF TOWER TOP OF FLOOR SLAB 2x6 FLAT BLOCKING SHEAR PANEL EDGE NAIL (TYP. BLOCKING AT MID - SPAN TYPICAL 1/2" PLYWOD SHEATHING (RESTROOM AND KITCHEN ONLY) 5/8" GYP. TYP. U.O.N. R -19 KRAFT INSULATION (TYP.) SEE DWG. A5 WALL CTIO ak + EL. 19'_4» IV TOP OF PLATE PLASTER FINISH — ON2 LAYERS 60 MINUTE BLDG PAPER TOP OF LIGHT BAND 2x6 SOLID BLOCKING • SHEAR PANEL, EDGE NAIL (TYP.) 2x6 SOLID BLOCKING — REFER TO STRUCT. DWGS PLASTER FINISH — ON2 LAYERS 60 MINUTE BLDG PAPER (2) 2x6 CONTINUOUS 2x6 CRIPPLE STUDS 0 16" O.C. c EL. +7'- -2 1/2" I V B.O. AWNING ANOD. ALUM SILL FLASHING 11 ' TOP OF WINDOW SILL .4 4 5 /Lo'-o" TOP OF CONC. SLAB r I- 1 -- • TOP PLATES REFER TO STRUCT. DWGS EL. +11' -0" B.O. TRUSS EL. o'- 6" BOTTOM OF PLASTER BM 'D AWNING DETAILS SEE STRUCTURAL FOR - FOUNDATION AND SLAB DETAILS I I I I I I I J I• I ROOF FLASHING OVER 1 /2" EXTERIOR GRADE CDX PLYWOOD B.U. ROOFING OVER ROOF SHTG. (REFER TO STRUCT. DWGS.) EL. ±19'-4" _ TOP OF PLATE PLASTER FINISH - ON 2 LAYERS 60 MINUTE BLDG PAPER J EL. +1 6'- 0" TOP OF LIGHT BAND 10d ® 6" 0.C.- 2x6 SOLID BLOCKING SHEAR PANEL, EDGE NAIL (TYP.) SIMPSON A35 0 EA. BLOCKING R -19 BAIT INSULATION PLASTER FINISH - ON 2 LAYERS 60 MINUTE BLDG PAPER dh EL. +11' -0" B.O. TRUSS ,- EL. 10' -6" � I I I I I BOTTOM OF PLASTER BANY 2x6 CRIPPLE STUDS 0 16" O.C. EL. +7'- -2 1/2" IV B.O. AWNING ANOD. ALUM SILL FLASHING - EL. +1' -6" IV TOP OF SILL l TOP OF CONC. SLAB AWNING DETAILS SEE STRUCTURAL FOR FOUNDATION AND SLAB DETAILS I I I I • r • I I I B.U. ROOFING OVER ROOF SHTG. (REFER TO STRUCT. DWGS.)- I I I e B.U. ROOF FLASHING OVER 1 /2" EXTERIOR GRADE CDX PLYWOOD lol EINIVIREMPATEI — HEADER REFER TO STRUCTURAL REV. • 2x BLOCKING AT AWNING AS REQ'D p'9e A to . 0 4/4 isiksuietriov, 4:144c B.U. ROOF FLASHING OVER 1 /2" EXTERIOR GRADE CDX PLYWOOD NOTE (ALL DETAILS THIS SHEET): REFER TO STRUCTURAL DRAWINGS FOR ALL FRAMING, CONNECTIONS, ETC., U.O.N. I I • r I I WIMP '\. i i a mom i _ EL. +19'-4" TOP OF ROOF PLATE - PLASTER FINISH ON 2 LAYERS 60 MINUTE BLDG PAPER REV. PLASTER FINISH Fr 2 LAYERS 60 MINUTE BLDG PAPER PERIMETER AC CEILING GRID EL. +11' -0" B.O. TRUSS W EL. +10' -6" B.O. PLASTER BAND • 0 ILLUM. LIGHT BAND EL. +16' -0" T.O. BAND PLASTER FINISH CITY Of TU MIUI APPROVED SEP 3 0 2CO3 A„ I~F., : E U y ."4l1 . EL. +3'-0 T.O. TRIM BAND I _ I _ EL. O'_O I OP OF CONC. SLAB I I I ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 01 DEXTER AVE. N. EATTLE, WA. 98109 (206) 285 -4300 KFC /Taco Bell 16036 Internatlional Blvd Tukwila, WA 98168 WALL SECTIONS 06.00.03 on. OIBE EGISTERED CHITECT Rm . R01' NNE* OEM OLYMPIC ASSOCIATES COMPANY RECEIVID MTV TI SMOLA SEP 1 0 2 003 Pow CTER *C 0 P Y R I C H T• smounak 111111110 1103100111111 WWI 4 Al 1411111111111 i . * r �41.01119_0844W �w IIIIF ICU KIM SUBMITTAL A6.1 MI TIM • • a BUILT -UP ROOFING OVER ROOF SHEATHING rx2 CONT. ALUM. ANGLE (BY GC) TO SECURE COPULA ROOF TO ROOF PARAPET. B.U. ROOF BASE /LAP SHEET — FULL HEIGHT INSIDE OF CUPOLA, U.O.N. • HEADER SCREEN GATE TRU SEE B.U. ROOF BASE /LAP SHEET - FULL HEIGHT INSIDE OF CUPOLA, U.O.N. WALL SECTION KFC TOWER r / .r / .o1 11' -0" OUTSIDE PREFAB CUPOLA 10' -8 " FINISH TO FINISH SUSPENDED CEILING, SEE CEILING PLAN A2 REV. ~ - ILLUMINATED KFC TOWER COPULA - LT. FIXTURE SEE ELEC. (2) 2x6. PLYWD. EDGE NAIL EL. +20' -7" TOP OF TOWER PLATE STRUCT. FRMG. bh AWNING DETAILS METAL FLASHING WITH CONT. CLEAT EXT. PLASTER. REFER TO DWG. A4 - PLYW'D. EDGE NAIL TO DBL. 2 X 6 BLOCKING (ALIGN W/ MAIN PARAPET PLATES) SIGN SUPPORT AND UPSTAND BY OWNER. VERIFY BLOCKING AND ELECTRICAL REQUIREMENTS WITH SIGN INSTALLER WOOD TRUSS, REFER TO STRUCTURAL DRAWINGS. - VINYL MINING WITH LIGHT FIXTURE _ _ EL. +7' 72 1/2" BOTTOM OF AWNING - DOOR HEADER, SEE STRUCTURAL DWGS. ENTRANCE DOOR • EL. +21' -1 " TOP OF COPULA BAN EL._ +19' -4" TOP OF ROOF PARAPET - EL. +11' -0" B.O. TRUS EL. +0'-0. TOP OF SLAB 3/4 " =1' -0" J REGLET REV. REV. • WALL SECTION KFC TOWER 1O' -8" FINISH TO FINISH 1 1"-0" OUTSIDE TO OUTSIDE TOWER CAP. ILLUMINATED KFC TOWER COPULA SUSPENDED CEILING, SEE CEILING PLAN A2 See A. 4.0 `per \,s.4•wv' • c I s WINDOW HEAD s. s. s. s. 1 REV. REV. i i i r NOTE (ALL DETAILS THIS SHEET): REFER TO STRUCTURAL DRAWINGS FOR ALL FRAMING, CONNECTIONS, ETC., U.O.N. v 61141111111111111011011VV/Ma 'cr 40 LT. FIXTURE SEE ELEC. EL. ±21' -11 TOP OF COPULA BAND 2x6 PARAPET EXTENSIONS AT TRUSS LOCATIONS EL. - TOP OF TOWER PLAT METAL FLASHING WITH CONT. CLEAT OVER 3/4 PLY EXT. PLASTER. REFER TO DWG. A4 - EXT. GR. CDX PLYWD. SIGN SUPPORT AND UPSTAND BY OWNER. VERIFY BLOCKING AND ELECTRICAL REQUIREMENTS WITH SIGN INSTALLER STRUCT. FRMG. 2X6 4CKING 0 CLIP AS REO'D ILLUM14TED VINYL AWNING AWNING DETAILS WINDOW WOOD TRUSS, REFER TO STRUCTURAL DRAWINGS. EL. _+19'_74" TOP OF ROOF PARAPET Iv EL. +11' -O" - B.O. - TRUSS W _ EL. +10'76_,A TOP OF AWNING4' EL. +7' 72 1 BOTTOM OF AWNING `'F' WINDOW HEADER CITY OF T;JWILA APPF:AD SEP 3 0 LQ 3 LU / Y J _ EL. ±1' - 6 - TOP - OF WINDOW SI EL. TOP OF SLAB 3/4"..1'-O" ■ I. ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 i KFC /Taco Bell C MAW OM NATIO 16036 InternatIonal Blvd Tukwila, WA 98168 EGISTERED ' CHITECT WASHINGTON TOWER WALL SECTIONS PUN arc: OLY M P I C ASSOCIATES COMPANY RECEMBD err,' or norwiti, SEP 1 0 003 Pilaw maw' PONT SUBMITTAL ISOM * C 0 P Y R I G H T* II IMO NO NOM 1111111.41111111111 Mel AI w w A MN MON MIMI NO0111/8110 ar WNW Wr• "' 4 A6.2 AN IOU PUN Mk • !1 55 5 /2R - - - S PIASTER OVER 2 DYERS a 1 /2r E GR. PLED. R � �I 60 MINUTE BLDG PAPER P BOARD GYPSUM 5 WOOD FRAMING , ; . NOTE: E a.. W - W , . , ; . S - PLASTER J- MOLDING E - r ---R -- 6 WALL FINISH: SUBSTRATE AS " • E RECEIVE S - A ,∎" SEALANT & BACKER ROD - " 2x6 a 0 16 O.C. (TYP.) •.. 4 :E:),; - E 1= E H r 11tal - ----- R REINFORCING MESH I 0 I I I) I I ! !;.!' - REINFORCING MESH A � A ALIGN FACE OF WINDOW N 11110 . - . EXT. PLASTER : t E i � _ _ `_ r �.� M M S r • ��� . , N ■ 0 NOTE: ALIGN FACE OF WINDOW , _ 1 * 06.. W : � 1 _ � , _� : 1 /2" SEALANT & BACKER r� Air P P PLASTER — 04 A GYP BD MOLD WAINSCOT CAP Ir. � • WINDOW FRAME A LEGEND , " — SEALANT & BACKER ROD S " " —J—MTL. J —MTL. STUCCO TRIM (TYP.)` a & BACKER R WRAP MESH 2 MIN. A — 3/4 STUCC OVER (2� w -ALU W z - SEALANT & BACKER ROD - S SEE WINDOW SCEDULE SHIM & WD. BLOCKING. S SHIM & WD. BLOCKING. - - SHIM & BLOCK' = — - — F a S � � .; _ - ADHESIVE 0 WINDOW ` ALUM WINDOW -- NOTED. . .. A SCHEDULE R -2X6 0 EIFS TRANSITION TO STUCCO NTS 1 17 W WINDOW JAMB AT A &W TOWER N.T.S. 1 13 W WINDOW JAMB(© TOWERS) 3 " =1' -0" 9 9 W WINDOW JAMB (ABOVE WAINSCOT) N.T.S. 5 5 W WINDOW HEAD 3 ' = -0 " 1 1 . � EXT. PLASTER 8 - CMU VENEER OVER 2 OVER 2 LAYERS 60 M NUTE BLDG PAPER - 8■1/44EUR E O • 1 Pr F 2 LAYERS 2X6 0 16" O.C. (TYP) P �' B =: ' BLDG PAPER A ALUM. WINDOW - 2x6's 0 16" O.C. EXT. GR. PLYWD. OVER TYP W W ALL FINISH: SUBSTRATE AS S -- WALL FINISH: SUBSTRATE AS NOTED. A SEALANT & BACKER R - No■tilligil 5 ' S 1/2" EXT. GR. PLYWD. OVER A _ 2 II A OFAM O -ALUMINUM FLASHING ALUMINUM FLASHING " ril . _ = -SET IN SEALANT r- „,� - I GSM DRIP FLASHING S CMU SLOPED SILL / � si , ,, A ALUMINUM FLASHING W W T FACE OF SHEATH NG NDOW � /�"�” I , _ _ r SHEATHING � � SEALANT do BACKER ROD A . - 1 - (HEAD ONLY) A - SHIM & WD. BLOCKING C CMU VENEER IFI -- SHIM & WD. BLOCKING. O hihb..SCHEDULE D -. S DOOR A H.M. DR. & FRAME AS REQ'D. I I N NOTE: ( CONTRACTOR INSTALLED). , SURFACE MATERIAL � ��� I II - CHAIR R NOTE: AUGN FACE OF WINDOW SCHEDULED INTERIOR If NOT USED N.T.S. 1 18 S SERVICE DOOR HD. JAMB SIM.3'=l' 1 14 A ALUMINUM DOOR J JAMB 3 "`1' -°" 1 10 W WINDOW JAMB BELOW WAINSCOT N.T.S. 6 6 W WINDOW SILL 3 i .. E 3 " = 1' -0" 2 2 — EXT. PLASTER OVER 2 LAYERS i G S O 2x6 s 4 16 O.C. (TYP.) - CONT' _ S E P A .— EXT. GRADE 1 /2 CDX N ., j 'WINDOW W/ FACE . - j - -. ' ..•• �"...7- - - - .. '•: OF SHEATHING E AS REQ'D. C I\ ` , : . . , G - I ` � C i bl i i E _ � ���� ..\ - J- MOLDING 2 � � �I , SHIM & W W0. BLOCK . WI J-MOLD - U U \ -- r AS REQ'D. A SEALANT & BACKER R I A OVER 2 LAYERS 60 - - G r V • IMP ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 KFC /Taco Bell 16036 InternatIonal Blvd Tukwila, WA 98788 EGISTERED CHITECT WASHINGTON EXTERIOR DETAILS DOORS /WINDOWS CITY OF TtinskA APPROVED SEP 3 0 2CO3 yi 4-- - At MAT NIL AN IND *C 0 P ¥R I G H T 1111119 IONS INIORPIRIDJIVIN 4 AN Mb w ap w 1 UMW 11111,11111 41.001111111111 • MAIM RZE MID OLYMPIC ASSOCIATES COMPANY MOM PERE SUBMI AL OII1E 10601 rur, si ? I : ?063 PEROT CrekTE MR IN& RP CO A7.0 ,ALTERNATE: FOAM BLOCK MAY BE USED IN PLACE OF 2x WOOD IF SCRATCH COAT IS CONTINUOUS BEHIND FOAM BLOCK — 7/8" EXT. PLASTER ON 2 LAYERS 60 MINUTE BLDG PAPER A 4) VINYL AWNING TOP r ME NM LIGHT BAND SUPPLIED & INSTALLED BY OWNER'S VENDOR. GC TO COORDINATE AND INSTALL ELECTRICAL. 7/8" EXT. PLASTER OVER 2X PTDF E . 10' - BOTT. OF BAND B.O. TRIU BANO ` —+ ' ' ALUM. FRAME. r ' w AN* 2X _BLOCKING FOR AWNING ANCHORS � 1 III • VINYL AWNING AT BOTTOM 7/8" EXT. PLASTER PER SPEC'S. OVER TWO LAYERS OF GR. 'D' (60 MIN.) PAPER OVER PLYWOOD SHEATHING (PER STRUCTURAL). EL. 16' -0" TOP OF LIGHT BAND •11314k . EXT. GR. PLYWD. t. PLASTER TRIM BAND — 2 X WD. BLKG. EL. 1O' -6" ILLUMINATED AWNING W/ MTL. SUPPORT BY AWNING MFR. 7/8" EXT. PLASTER OVER 2 LAYERS 60 MIUTE BLDG PAPER EXT. GR. CDX PLYWD. OVER 2x6's 0 16" O.C. (TYP.) 3X6 JAMB FRAMING PER STRUCTURAL DWG. 9 A7. AWNING FASTENING DETAIL 3 " =1' -0" AWNING FASTENING DETAIL AWNING FRAME ALUM. WINDOW FRAME BELOW PLAN VIEW 3 " =1 ' -- 0" GC TO COORDINATE J -BOX LOCATION W/ VENDOR 4" PAINTED SI SCORE CMU (2) LAYERS BUILDING PAPE 1" AIR SPACE 4" HIGH SCRE WEEPS 04' -0 SIDEWALK (GR OCCURS) ED 1 "x 1 "x.090 ALUMINUM STAPLE BAR W/ VINYL INSERT APPLIED IN REVEAL 1 "x 1 "x.090 ALUMINUM N SQUARE TUBE VERTICAL BACK BARS 02' --6" CENTERS (2) DOUBLE LAMP FIXTURES W/T12 H.O. DAYLIGHT LAMPS (D/T AWNINGS ONLY, WINDO AWNINGS ROW OF LAMPS HAVE ONLY AS SHOWN DASHED) ALUMINUM ANGLE BRACKET FOR EGG CRATE SOFFIT CRATE SOFFIT EL. 2' -8" TOP OF CMU SILL /CAP LE — EER MIN.— EL. O' -O" TOP OF SLAB WHERE 17 AWNING FRAMING DETAIL a BOT. OF AWNING 18 VINYL AWNING AT FACE ILLUMINATED AWNING W/ METAL FRAME BY AWNING MFR. STUCCO — (2) LAYERS PAPER TO RUN CONT. BEHIND SILL /CAP & CMU VENEER 'Z' SHAPED FLASHING SHINGLED INTO BLDG PAPER 1 /8" GAP — SET FLASHING TO — CAP IN SEALANT HEMMED EDGE d d 3M PANAFLEX AWNING COVER W/ 3M VINYL GRAPHICS (PER KFC CORP. SPEC'S.) 1 "x3/4 "x.090 ALUMINUM SQUARE TUBE INNER RECESSED RAFTERS 06" CENTERS (MIN. 6" FROM FACE). 1 "x 1 "x.090 ALUMINUM SQUARE TUBE BOTTOM BARS RECESSED 1" UP TO ALLOW FOR EGG CRATE SOFFIT. NOTE: GC TO COORDINATE J- BOX LOCATION W/ VENDOR N.T.S. 3 " =1' -0" m 16 1 "x 1 "x.090 MIN. ALUMINUM FRAME MEMBER INSTALLATION CLIP SPACED 02' -8" MAX. ®TOP AND BOTTOM. 3/8" DIAMETER x 3" PLATED LAG SCREWS ��,,.•' INTO WOOD EXISTING BACKGROUND INSTALLED CLIPS ARE ADJUSTABLE THEREFORE NO ADDITIONAL BLOCKING IS REQUIRED NMI li v t Ir )'' 13 AWNING FASTENING DETAIL ALTERNATE: FOAM BLOCK MAY BE USED IN PLACE OF 2x WOOD IF SCRATCH COAT IS CONTINUOUS BEHIND FOAM BLOCK SEALANT BOTH SIDES GSM REGLET /FRY "ST" (2 PIECES) (2) 2x6 TOP PLATE BUILT -UP ROOF FLASHING OVER 1/2" PLYWD. SHTG. TOWER VENT 1 "x 1 "x.090 MIN. ALUMINUM SQUARE TUBE —\ FASTERNERS THRU 3/8" DIA. HOLE IN FRAME MEMBER & INTO WALL STRUCTURE (TOP & BOTTOM) EXISTING BACKGROUND 7/8" (EXT. PLASTE PER A4). 2X WD. BLKG. CORNER BEAD(TYP). PLYWOOD Y," i 1 '0' Ati 1 "1 ti IPS NTS EL. 10' -6" 14 PLASTER BAND ABOVE AWNINGS 3 '_ +' -0 ' SLOPE 1 /2 " /Ff. •• 10 ALTERNATE: FOAM BLOCKS MAY BE USED TO FORM PAPAPET DETAIL AT TOP, IN PLACE OF 2x WOOD IF SCRATCH COAT IS CONTINUOUS BEHIND FOAM BLOCK 2x6 JOISTS 0 16" O.C. ALIGN W /STUDS & CONNECT W /(3) 16d EA. END 2x6 SOLID BLOCKING SIMPSON A35 EA. STUD PLYW'D. EDGE NAIL INSTALLATION DETAIL ALTERNATIVE INSTFyLZ4TION DETAIL 9 PLASTER CONTROL JOINT (UON) N.T.S. NOT USED ro rmr rrr�IIIIIIInmm� IItIUi htUI�iI IiIt!IIIl IIIIIIIIIIIIIIIIII;n1I IIIP,IiIII 1 FIELD PAINTED 20 GA GALVANIZED COPING ga ROLLED BITUTHENE 60 MIL CONT. OVER CANT FIBER CANT 2 LAYERS 3/8" EXT. GRADE PLYWOOD, BENT TO RADIUS PVC CASING BEAD CHORS W NW- PRENSSTE WASH 0 1' -4" O.C. CONTINUOUS CLEATS w w W . '. REWS' 0 24" O.C. 3/4" EXT. PLYWD OVER 2x WD. BLK'G. 7/8" PLASTER 4' -0" A.F.F. • EL. +21'-1 T.O. TOWER PARAPET FRY PCS -75 -25/25 CDX PLYWD. ON 2X6 WD STUDS 0 16" O.C. CORNER BEAD TYPICAL EXT. GRADE PLYWOOD EL. +19'-4 T.O. ROOF PARAPET 7/8" EXT. PLASTER PER SPEC'S, R TWO LAYERS OF 11 R 2" PL 60 MIN SHEAT TH H SHEATHING OVER E STRUCTURAL). a +19' -4" T.O.P. CONTINUOUS CLEATS W/ 1 /2 "x 2.5" WD. SCREWS 0 24"o.c. N 3/4" EXT- GR. PLYWD OVER 2x4 WD. BLKG. N (2) 2x6 PTDF TOP PLATES SPLICE PER 4/52.1 TYPE 'B' FIBER CANT PVC CASING BEAD N CORNER BEAD TYPICAL EXT. GRADE PLYWOOD PLASTER FINISH ON 2 LAYERS 60 MINUTE BLDG PAER 2x6 WD STUDS — MODIFIED BITUMEN — FLASHING MEMBRANE TO TOP OF PARAPET WALL TYP. PARAPET NOT USED • ' 4 Pri • al I' J 1 z N 5/8" CEMENT BOARD X 16" HIGH, TYPICAL ALL WALLS. 3" RWL WHERE NOTED (IN WALL) 7/8" EXT. PLASTER ON 2 LAYERS 60 MINUTE BLDG PAPER * WHERE SILL PLATE IS LESS THAN 6" TO GRADE/ 2" TO PAVEMENT PROVIDE 10" WIDE X CONT. 20 MIL NERVASTRAL FLASHING. PLACE BEHIND LATH & PLASTER PRIOR TO PLACING PAVING WEEP SCREW FRY #FNS -875 NOTE: SEE STRUCT. DWGS FOR HOLDDOWN & ANCHOR BOLT INFO CITY Of �� APPF - SEP 3 0 2n3 I — ANCHORS W/ NEO- PRENE/STEEL w WASHERS 0 1 -4 O.C. FIELD PAINTED 20 GA. GALVANIZED COPING • ROLLED BITUTHENE 60 MIL CONT. OVER CANT SEALANT 1 /2" THIC. BITUMINOUS IMPREGNATED CORK B0. W/ TEAR STRIP SEALANT BOTH SIDES 2x WOOD BLOCKING — 2X6 BLOCKING BETWEE VERTICAL STUDS 3 " =1' -0" SECTION THRU LIGHT BAND N.T.S. 20 CMU VENEER BASE 1 1 /2 " =1' -Ow TYP. RAISED PARAPET 1 1/2 " =1 -0 8 WEEP SCREED/ EXP. JOINT MS • r ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 KFC /Taco Bell 0- Sit OLYM P I C ASSOCIATES COMPANY 16058 International Blvd Tukwila, WA 98188 EGISTERED ' CHI ECT WASHINGTON EXTERIOR DETAILS MISC 0100.03 env of mimic. SEP 1 9 ?U63 1 PERMIT CINTIR PUNT SUIINTAL UMW *C 0 P Y I G H T � W Rj AIM= OPPor 011 m 0 w foR wwlw 4110440• KIM 4111011111 w*a opus cm- A7 PLO 1011. f 0 11 (0 1 SEATING 1 f VINYL W -2 I; ii ■, I �_- - - - - - - =moti t: I 1 i I 11 I I j + l r TILE BASE B -1 1 ! ;: 11 1 3)wbnaz . q lth 4wzA3.V.A3 tH\ � = I 1 I 11 --------- \ Ii �= I I i +` t1 I Tw I : VINYL W- 9.hubJwa .z q )tZ .. esda slO WAINSCOT r 7.0 DINING AREA 3/8".1 TERMINATE CHAIR RAIL 0 CORNER 3 FRONT COUNTER B -1 kin OPEN T0 KITCHEN 00 PrNet CO 7i / „r chi ace OPT. WALL MTD. ri ;nom air = ==11 VINYL [W WSCT co (/ N OPEN TO-1 v - PASSAGE 4 • PASSAGE VINYL I : 1 TILE BASE j�I r I cnv Of T' MILA APPF NED SEP 3 0 2003 DINING AREA 3/8 " =1 -0” GENERAL NOTES 1 . Q DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET K1 , K 1.1 2. REFER TO "FLOOR PLAN NOTES ", SHEET A1, FOR BLOCKING AND SUBSTRATE NOTES. 3. 4. DENOTES FINISH MATERIAL. REFER TO SHEET A9.1 FOR FINISHES. DENOTES WALL MOUNTED ARTWORK. REFER TO SHEET D1 FOR TYPE. KEY NOTES DMDER WALL NOT SHOWN FOR CLARITY. REFER TO 4/D1 .2 KFC CUSTOM SERVING COUNTER. REFER TO DETAIL 16/D1.1 NOT USED NOT USED 4 THICK LOW WALL, WALL HIGH = 36" TRASH CHAIR RAIL - SEE DETAIL 12/D1 .2 DMDER WALL. REFER TO DETAIL 4/D1.2. SS CHANNEL CLOSURE 0 B.O. TILE BULKHEAD. REFER TO DETAIL 9/A2.1. NOT USED SELF -SERVE BEVERAGE AREA. REFER TO DETAIL 13/01.2. KFC VINYL LETTERING (RED). SUPPLIED BY OWNER, INSTALLED BY GC. CENTER CLOCK OVER BOOTH BACK RECESS ELECT. BOX FOR CLOCK TO SET FLUSH. WAINSCOT WD. EDGE MOLDING (SUPPLIED BY MFR) - TYPICAL AT WAINSCOT CORNERS. ILIUM. EXIT SIGN. REFER TO ELEC. DWG'S. CLEAR (LEXAN) CORNER GUARD FROM TOP OF CHAIR RAIL UP TO WD. TRIM. TYPICAL AT ALL CORNERS IN DINING AREAS. SUPPLIED BY DECOR VENDOR, INSTALLED BY GC. SS CORNER ANGLE/ END WALL CLOSURE CHANNEL GUARD FULL HEIGHT. TYPICAL ALL CORNERS/ END WALLS IN KITCHEN AREAS. REFER TO DETAIL 10/A9.1. SUPPLIED & INSTALLLEO BY GC. Q NOT USED NOT USED SOLID SURFACE WINDOW SILL / APRON. NOT USED GYP. BD. SOFFIT HEIGHT AS NOTED ON DWG. A2 CONDIMENT COUNTER (SUPPLIED BY OWNER). REFER TO DECOR DRAWINGS. NOT USED EXTEND WALL TILE (T-6) BEHIND AND SIDES OF DRINK , STATION FULL HEIGHT. WALL TILES (T -6) CONTINUES BEHIND MENU BOARD. KFC "BUCKET" WALL SCONCE. REFER TO ELECTRICAL DWGS. NOT USED BULLNOSE TILE EDGE 0 EXTERIOR CORNERS, TYP. EMERGENCY LIGHT. REFER TO ELEC. DWG'S. "MAXIMUM OCCUPANCY" SIGN. SUPPLIED AND INSTALLED BY VERIFY TYPE TEXT AND MOUNTING HEIGHT WITH LOCAL FIR BIG G DEPARTMENT. E TMENT. 100 100 a • • • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 r OLY M P I C ASSOCIATES COMPANY 15036 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON INTERIOR ELEVATIONS - DINING ROOM 06.09.01 IR 00E PLOT ME PLOT at r A - • U'M' • EN - Er MR ti- 1+1-11 loft 3/r.I'-I. AN IL L: PUNT SUOMIITM. * C O P Y R I G H T * i SO S" r MOW Caw Ni W NNW it w 0 w PM WNW wRiw ;_;._ r=. ar Writ 41110411111 ai — ww A8.0 AP MR • 2 I21 • 4" 1`` • • " W -1 l-- WSCT. It }'? flirt 1 \ 0 / SOFFIT I P-3 I � r i s ; L L f 1 CENTER PENDANT LIGHT OVER TABLE, TYPICAL. 0 03 citzw.49 1 DINING AREA 3/8 " =1' -0" 109 Cy) WSCT W - 1 WIDTH VARIES TILE BASE B -1 30) t s i I VINYL W -2 I 4 VINYL 1 W 2 1 WAINSCOT W -1 1 B-4 TILE BASE 4A © U I Law 2 -0 N 4A 2' -14 " " R.O.(VERIFY' 10 0 RECESSED POP PANELS A9.1 SEE RECESSED P.O.S. DET. 109(4A)/A8.1 tn Li 01 RECESSED P.O.S. DINING AREA 3/8"=1'-0" GENERAL NOTES 1. 3. 4. cD DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET K1, K1.1 2. REFER TO "FLOOR PLAN NOTES ", SHEET Al, FOR BLOCKING AND SUBSTRATE NOTES. DENOTES FINISH MATERIAL. REFER TO SHEET A9.1 FOR FINISHES. DENOTES WALL MOUNTED ARTWORK. REFER TO SHEET D1 FOR TYPE. 109 KEY NOTES ) 4" THICK LOW WALL, WALL HIGH = 36" DMDER WALL NOT SHOWN FOR CLARITY. REFER TO 4/D1.2 KFC CUSTOM SERVING COUNTER. REFER TO DETAIL 16/D1.1 NOT USED NOT USED TRASH CHAIR RAIL - SEE DETAIL 12/D1.2 DMDER WALL. REFER TO DETAIL 4/D1.2. SS CHANNEL CLOSURE ® B.O. TILE BULKHEAD. REFER TO DETML 9/A2.1. NOT USED SELF -SERVE BEVERAGE AREA. REFER TO DETAIL 13/D1.2. KFC V NYL LETTERING (RED). SUPPLIED BY OWNER, INSTALLED BY GC. CENTER CLOCK OVER BOOTH BACK RECESS ELECT. BOX FOR CLOCK TO SET FLUSH. WAINSCOT WD. EDGE MOLDING (SUPPLIED BY MFR)- TYPICAL AT WAINSCOT CORNERS. ILLUM. EXIT SIGN. REFER TO ELEC. DWG'S. CLEAR (LEXAN) CORNER GUARD FROM TOP OF CHAIR RAIL UP TO WD. TRIM. TYPICAL AT ALL CORNERS IN DINING AREAS. SUPPLIED BY DECOR VENDOR, INSTALLED BY GC. SS CORNER ANGLE/ ENU WALL CLOSURE CHANNEL GUARD FULL HEIGHT. TYPICAL ALL CORNERS/ END WALLS IN KITCHEN AREAS. REFER TO DETNL 10/A9.1. SUPPLIED & INSTALLLED BY GC. 24 C NOT USED NOT USED SOLID SURFACE WINDOW SILL / APRON. RECESSED P.O.P. PANELS SUPPLIED BY OWNER, INSTALLED BY GC. CORDINATE FINAL RECESSED OPENINGS AND ROUGH -IN W/ OWNER W / J' PR)OR TO MOULDIN FRAMING . GYP. BD. 0 ROUGH OPENING SHALL BE EDGED GYP. BD. SOFFIT HEIGHT AS NOTED ON DWG. A2 CONDIMENT COUNTER (SUPPLIED BY OWNER). REFER TO DECOR DRAWINGS. NOT USED EXTEND STATION WALL FULL TILE (T -6) BEHIND AND SIDES OF DRINK . WALL TILES (T -6) CONTINUES BEHIND MENU BOARD. KFC "BUCKET" WALL SCONCE. REFER TO ELECTRICAL DWGS. NOT USED BULLNOSE TILE EDGE 0 EXTERIOR CORNERS, TYP. EMERGENCY LIGHT. REFER TO ELEC. DWG'S. "MAXIMUM OCCUPANCY" SIGN. SUPPLIED AND INSTALLED BY VERIFY TYPE TEXT AND MOUNTING HEIGHT WITH LOCAL FIRE BLG C DEPAkI MENT. • • • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 NIL 16036 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON PUX IME: ROI 1111E OLY M P I C ASSOCIATES COMPANY INTERIOR ELEVATIONS in DINING ROOM rfrgn 'SEP' 1 0 ?003 I filIerrabAZR ' C 0 P Y R I C H T• a t lt V suing a"�"rrr 1, o " s iww� b�aw "At3.1 Rff POW SUM MITM. AMON Aar 'r • 0.B.= OPEN SHELF SERVICE 3 1 0 4 \__ I TILE BASE B-2 IL TILE BASE 8-2 1 FRP VERIFY LOCATION IN FIELD W/ OWNER FRP 1 PL-16 2 FRP 1 L TILE BASE 18 21 CIO) OA OS. L; R. OFFICE 3/3=1 —0" < <E■ _ 05131=11221211MISSEEZCOM Ms. • TILE BASE I B 21 1 4:11=121:2231:1=_ 2 =et 1 i I nn 11 11 <DB> 11 11 II II 1 II 11 II II 11 11 II II II II 11 II 11 11 0 II 0 11 1 FRP 1121Z1=1511111=5=1:. nn 1 i ?' 1 i 1 Illli TILE BASE B-2 4 03- 4 7-01 DRY STORAGE 3/8"= 1' — Ow 1 4 ck 3/8*in 1' —0 40. 111 3 GENERAL NOTES 1. <D DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET K1, K1.1 2. REFER TO "FLOOR PLAN NOTES", SHEET Al, FOR BLOCKING AND SUBSTRATE NOTES. 3. 4. 1 1 DENOTES FINISH MATERIAL. REFER TO SHEET A9.1 FOR FINISHES. DENOTES WALL MOUNTED ARTWORK. REFER TO SHEET D1 FOR TYPE. P 1 FRP TYP. OF 4 0 Cs.1 OFFICE 3 1 10 , A8.2 1 22" 0_ 35' OFFICE LAYOUT 110 114 KEY NOTES (•I) SS CORNER ANGLE/ END WALL CLOSURE CHANNEL FULL HEIGHT. — REFER TO DETAIL 10/A9.1 C PROVIDE 1 —1/2 —1/2 CLEAR LEXAN CORNER GUARD FROM TOP OF WAINSCOT UP TO VALANCE. TYPICAL ALL EXTERIOR CORNERS. PROVIDE 2 DIAMETER HOLE WITH RUBBER GROMMET IN COUNTER TOP. VERIFY LOCATION W/ OWNER. (2) 6 DIA. PVC CHASES THRU CEIUNG. ANCHOR TO FRAMING ABOVE. SEAL TO AC TILE CELING. LIGHT SWITCH(ES) 0 +48" A.F.F. TYPICAL U.O.N. NOT USED. PROVIDE 20 GA. STAINLESS STEEL SIDE & BACK SPLASHES TO +48 A.F.F. THERMOSTATS' LOCATION 0 +48* A.F.F. CO2 FILLPORT • +48. A.F.F. TO BLDG'S EXTRIOR. COORDINATE W/ CO2 SUPPLIER. MANUAL GAS PULL STATIONS • +48. A.F.F. REFER TO HOOD ANSUI DWGS. EXIT LIGHT REFER TO D. E- 4. ANNUNCIATORS (3) FOR DUCT DETECTOR TEST SYSTEM. P.LAM COUNTER TOP AND SHELVING. REFER TO 'PLAN VIEW' (THIS DRAWING) AND DETAIL 14/A9.1 RECESSED MOP SINK. REFER TO DETAIL 13/A9.1 & PLUMBING DWG'S P2,P3 PROVIDE 30"W X 12"H GSM W/ WIRE MESH. NET FREE OPENING REQUIRED = 200 MBH / 1000 = 200 SO IN. EACH EXTEND WALL CABINET TO INSIDE CORNER. CITY Of T't;t APP'F't'At.9 SEP 3 13 2 714 7 • • • 1 ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 01 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 15036 INTN'L BLVD. TUKWILA, WA 98188 06.011.03 NIL ONE Ref NIL PLOT INTERIOR ELEVATIONS - KITCHEN EGISTERED CH ITECT *C 0 P Y R 1 G H T* rim w ANNIMIS crew Matinrr MI IN 111 • NW NNW MEN NONINNONIN W NUM 11111010111 MOS OLYMPIC ASSOCIATES COMPANY esrArcero SEP 1 0 20 moon PUN WU: PEWIT SWIM MOON A8.2 • SECTION THROUGH MENU BULKHEAD • glimmw anomie .�i KITCHEN (PREPARATION) `0 0 0 0 U U OPEN T0 SERVICE AREA 0 2 P -3 GYP. BD. r— I I lil I I III I I I SIDE VIEW OF EQUIPMENTS 0681/#302 3/8 "- 1' — Ow 1 1 7 0 ■ IN 4011111111111.1111111■•••••... L I I 1 .111111111E mimmo OPEN TO KITCHEN GENERAL NOTES 1 . Q DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET K 1, K1.1 2. REFER TO "FLOOR PLAN NOTES`, SHEET Al, FOR BLOCKING AND SUBSTRATE NOTES. 3. 4. I 1 DENOTES FINISH MATERIAL. REFER TO SHEET A9.1 FOR FINISHES. DENOTES WALL MOUNTED ARTWORK. REFER TO SHEET 01 FOR TYPE. I I I 413 I KITCHEN (COOKING & PREPARATION) 3/8 " =1' -0" KITCHEN (SERVICE COUNTER & PREPARATION) Jn_I!ITU/M :S:LI 1 ■t" ■ ■■ 1 ■a.■ I 1... ■■ 1..... 1....■ 1....■ ' 1■ ■..■ 1....■ qz.• - 1..■■■ 111111N1111111 � 11111111111111 INIMMEM 11•1E111 ■EM= ..1111■ ■11111■ •..s____ ..1ii Q4I!: t■ I11!1011! _11111111MMIIIM!l■1111!011111111111111111111!1Fummpil MII III /1U11111111111,1mm !tommI . J11tenstAL/1111111ll! .. —I , MUM NM mow . MOM .1 111•1111111111111 RIM � .• 4.W. . 1 MOP SINK W/ CURB 3 QT COVED BASE SS COVED BASE B--2 4 3/a' = 1 • —o 1 102 CITY Of TUOILA APPROVED JVE SEP 3 0 2413 N.A 112 KEY NOTES MAINTAIN 3' MIN. CLEARANCE IN FRONT OF ELEC. PANELS. SS CORNER ANGLE/ END WALL CLOSURE CHANNEL FULL HEIGHT. REFER TO DETAIL 10/A9.1 SS CHANNEL CLOSURE 0 B.O. TILE BULKHEAD. REFER TO DETAIL 9/A2.1. SS CLOSURE PANEL FROM CEILING TO TOP OF HOOD. PROVIDE 22 GA. STAINLESS STEEL WALL PANEL FROM TOP OF BASE TO THE UNDERSIDE OF HOOD OVER 1/2" CEMENT BOARD. (6) ANCHOR ROOF LADDER TO STUDS WITH MFR. RECOMMENDED LAG BOLTS. WATER HEATER SEISMIC STRAP BRACING PER DETAIL 1 /P3.1. WATER HEATER FLUE PER PLUMBING'S DWGS. AND DETAIL 11/A2.1 RECESSED MOP SINK. REFER TO DETAIL 13/A9.1 & PLUMBING DWGS P2,P3 WITH r HIGH TILED CURB (SEE DWGS Al & K1) PROVIDE QUARRY TILE SURROUND TO +48" AFF PROVIDE 22 GA. STAINLESS STEEL WALL PANEL FROM TOP OF BASE TO TOP OF CEILING AT BREADER STATION. SURFACE MOUNT FAN MOTOR STARTERS; TYP OF 4. REFER TO ELECTR. DWGS. V • • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 i KFC /Taco Bell IR. 16038 InternatIonal Blvd Tukwila, WA 98188 EGISTERED CHITECT WASHINGTON * C O P Y R I G H T * a MOC '"1 r aI► KIM NMI= e 4 * s WrII wwrIR MOO MwI AIININD INIvawwemums INTERIOR ELEVATIONS - KITCHEN OROS OLYMPIC ASSOCIATES COMPANY 05.01.03 Pour su U. DIME ISOM Sep / 0 2 003 wrr qta A8.3 we RN IOU AN We 4 o) PREPARATION AREA I AWOOMMIIIM ,,,,, ►„►�„ml„a 111114111114111 MIN =IN I I lisommo .tie 101111111111111111 7 LO:1\ ■ E AWN Wi Nommto cona 1111111111111111111 PI�vvPI ■ 1 I I ,111110111 ....... ... II a,► 1 —1 FRP I 04 B -2 COVED BASE UTILITY 3/8 " =1' -0" FRP (12) 2 COVED BASE FRP 116 PRE-PAY MIN FRP 1 B -Z COVED BASE 0 0) 3/8 " =1' -0" I 1 15 2 2 T 0 Cm] off - f - ruhT f ^ 3 r /./ / /, r' / i" 1 „if-' /2 r ri B -2 COVED BASE MIEN 4 O) PICK-UP 3/r -1' -0" 108 1. 3. 4. E (60") t 3 0 0 0 0 41. i , //j ii � i/ / 7 % ' , / .4' �/ 1/4' GENERAL NOTES CD DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET K1. K1.1 2. REFER TO "FLOOR PLAN NOTES ", SHEET Al . FOR BLOCKING AND SUBSTRATE NOTES. DENOTES WALL MOUNTED ARTWORK. REFER TO SHEET 01 FOR TYPE. DENOTES FINISH MATERIAL. REFER TO SHEET A9.1 FOR FINISHES. ,• 1 r� FRP 72 KEYNOTES f , L 1 4 CITY Cf TU ilU APPROAD SEP 3 0 NO3 3/8 " -1' -O" I 1 13 MAINTAIN 3' MIN. CLEARANCE IN FRONT OF ELEC. PANELS. SS CORNER ANGLE/ END WALL CLOSURE CHANNEL FULL HEIGHT. REFER TO DETAIL 10/A9.1 SS CHANNEL CLOSURE 0 B.O. TILE BULKHEAD. REFER TO DETAIL 9/A2.1. SS CLOSURE PANEL FROM CEILING TO TOP OF HOOD. PROVIDE 22 GA. STAINLESS STEEL WALL PANEL FROM TOP OF BASE TO THE UNDERSIDE OF HOOD OVER 1/2" CEMENT BOARD. ANCHOR ROOF LADDER TO STUDS WITH MFR. RECOMMENDED LAG BOLTS. WATER HEATER SEISMIC STRAP BRACING PER DETAIL 1/P3.1. WATER HEATER AIR INTAKE & EXHAUST VENTS. REFER TO PLUMBING DWGS. RECESSED MOP SINK. REFER TO DETAIL 13/A9.1 & PLUMBING DWGS P2, P3 WITH 3" HIGH TILED CURB (SEE DWGS Al & K1) PROVIDE 20 GA. QUARRY TILE SURROUND TO +48" AFF PROVIDE 22 GA. STAINLESS STEEL WALL PANEL FROM TOP OF BASE TO TOP OF CEILING AT BREADER STATION. SURFACE MOUNT FAN MOTOR STARTERS; TYP OF 4. REFER TO ELECTR. DWGS. • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 KFC /Taco Bell F 15036 International Blvd Tukwila, WA 98188 EGISTERED CHITECT WASHINGTON INTERIOR ELEVATIONS - KITCHEN wt As Mt PLa 1rE: OLY M P I C ASSOCIATES COMPANY fmt SEP 1 0 2003 t abaft SUM Mt 3 r•I' -r POW SWUM ISM * C 0 P Y R I C H T+ IIILMJ1111110111114 111001,011110 OM 4 /111 III w 0 w POI OMR UMW 110111111111111N w MAC MIMS A8.4 PIP VIR • I \ hn I. I „0-9 4 - . 1 1 1 0 / 1 1 1 1 I o) PREPARATION AREA I AWOOMMIIIM ,,,,, ►„►�„ml„a 111114111114111 MIN =IN I I lisommo .tie 101111111111111111 7 LO:1\ ■ E AWN Wi Nommto cona 1111111111111111111 PI�vvPI ■ 1 I I ,111110111 ....... ... II a,► 1 —1 FRP I 04 B -2 COVED BASE UTILITY 3/8 " =1' -0" FRP (12) 2 COVED BASE FRP 116 PRE-PAY MIN FRP 1 B -Z COVED BASE 0 0) 3/8 " =1' -0" I 1 15 2 2 T 0 Cm] off - f - ruhT f ^ 3 r /./ / /, r' / i" 1 „if-' /2 r ri B -2 COVED BASE MIEN 4 O) PICK-UP 3/r -1' -0" 108 1. 3. 4. E (60") t 3 0 0 0 0 41. i , //j ii � i/ / 7 % ' , / .4' �/ 1/4' GENERAL NOTES CD DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET K1. K1.1 2. REFER TO "FLOOR PLAN NOTES ", SHEET Al . FOR BLOCKING AND SUBSTRATE NOTES. DENOTES WALL MOUNTED ARTWORK. REFER TO SHEET 01 FOR TYPE. DENOTES FINISH MATERIAL. REFER TO SHEET A9.1 FOR FINISHES. ,• 1 r� FRP 72 KEYNOTES f , L 1 4 CITY Cf TU ilU APPROAD SEP 3 0 NO3 3/8 " -1' -O" I 1 13 MAINTAIN 3' MIN. CLEARANCE IN FRONT OF ELEC. PANELS. SS CORNER ANGLE/ END WALL CLOSURE CHANNEL FULL HEIGHT. REFER TO DETAIL 10/A9.1 SS CHANNEL CLOSURE 0 B.O. TILE BULKHEAD. REFER TO DETAIL 9/A2.1. SS CLOSURE PANEL FROM CEILING TO TOP OF HOOD. PROVIDE 22 GA. STAINLESS STEEL WALL PANEL FROM TOP OF BASE TO THE UNDERSIDE OF HOOD OVER 1/2" CEMENT BOARD. ANCHOR ROOF LADDER TO STUDS WITH MFR. RECOMMENDED LAG BOLTS. WATER HEATER SEISMIC STRAP BRACING PER DETAIL 1/P3.1. WATER HEATER AIR INTAKE & EXHAUST VENTS. REFER TO PLUMBING DWGS. RECESSED MOP SINK. REFER TO DETAIL 13/A9.1 & PLUMBING DWGS P2, P3 WITH 3" HIGH TILED CURB (SEE DWGS Al & K1) PROVIDE 20 GA. QUARRY TILE SURROUND TO +48" AFF PROVIDE 22 GA. STAINLESS STEEL WALL PANEL FROM TOP OF BASE TO TOP OF CEILING AT BREADER STATION. SURFACE MOUNT FAN MOTOR STARTERS; TYP OF 4. REFER TO ELECTR. DWGS. • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 KFC /Taco Bell F 15036 International Blvd Tukwila, WA 98188 EGISTERED CHITECT WASHINGTON INTERIOR ELEVATIONS - KITCHEN wt As Mt PLa 1rE: OLY M P I C ASSOCIATES COMPANY fmt SEP 1 0 2003 t abaft SUM Mt 3 r•I' -r POW SWUM ISM * C 0 P Y R I C H T+ IIILMJ1111110111114 111001,011110 OM 4 /111 III w 0 w POI OMR UMW 110111111111111N w MAC MIMS A8.4 PIP VIR • 2 ROWS CHECKERBOARD PATTERN, ALIGN W/ TOP OF TOILET PARTITION LT -9l WALL FIELD TILE, FULL I HEIGHT COVED TILE BASE WOMEN MEN IT- 10] B--1 VINYL W -2 2 ROWS T -9 CHECKERBOARD. ALIGN W/ TOP OF TOILET PARTITION WALL FIELD TILE, FULL HEIGHT COVED TILE BASE PASSAGE 1 ; j -1 4 �... - -4- 4--- - -. -- -4- -! 1-- I w- 1 WAINSCOT V 10 SIGNS S 1 I 6-' COVED TILE BASE 1 OPEN TO DINING ROOM 1 • • ■■ I it t r (WOW / Migar,' o I •III MOM 111 ii Pr . ;i ,_ Ili :a !PM . ? - UM ii ' Tai riummusre 1111111•11111 •111 ill 7 � . �n ■q1► .�NII� � • rim 111111111111111== ME 111111EIMIMIIIIIII A OPEN TO DINING ROOM • I • -4- i 111111•111111111•1111111111111 iia■ ../i■ • a ■■ P110 s aa■ ai■RRRRIi\11�Iiaai■ ■RRRRAia■■ unimpam *gap ■■ • • • ■�■ ■ III ■■ ■■ ■ II ■ _; ■■1 ism a an 111111111111111 �a ■ a1 Ill ■ st___ ■ u� ii SRRUi 0 .... L . 6"x.8. � :::i 1:1 i 1 ) �il - r H 111111 ;4)1 :1► / I ntaa■ aa■ VINYL I W-2 ( w -1 e -1 WAINSCOT CONED TILE BASE 2 N) 2 3 et Li 0 X 0 N OPTIO 0 Offr I nn • I II II U j ju JA a MP= aussa••••• umming RISOMMOMIll u mi j 0 0 4 -1- I T--9 B- 1 1 s -J CC z 0 C) X 0 0 N -- VINYL COVED TILE • 4 4 3/8 " =1' -O" 103 3. 7. 3 DENOTES TOILET ROOM ACCESSORY ITEM. REFER TO SHEET A1.1 FOR TOILET ACCESSORY SCHEDULE. 2. DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET K1 , K 1.1 REFER TO "FLOOR PLAN NOTES", SHEET Al , FOR BLOCKING AND SUBSTRATE NOTES. TILE BASE Q » 2 oi GENERAL NOTES DENOTES FINISH MATERIAL REFER TO SHEET A9.1 FOR FINISHES. q. O DENOTES WALL MOUNTED ARTWORK. REFER TO SHEET 01 FOR TYPE. 5. IN THE RESTROOMS LOCATE FLUSH HANDLE ON WIDE SIDE. 6. FINISHES TYPICAL FOR MEN'S AND WOMEN'S RESTROOMS. : i s 1, .4: ,ADDITIONAL COMPLIANCE REQUIREMENTS, REFER TO SHEET A1.1 FOR TOILET ACCESSORY SCHEDULE w p. 2 ROWS CHECKER PATTERN, ALIGN W/ OF TOILET PARTITION IT -91 (T - 10 ) WALL FIELD TILE, FULL HEI HEIGHT IT -9I 2 ROWS CHECKERBOARD PATTERN, ALIGN W/ TOP OF TOILET PARTITION IT -10I WALL FIELD' T -9 TILE, FULL HEIGHT TILE BASE I B - l 4 KEYNOTES 3/8 "= 1' 3/8"= 1 ' -0" EXPOSED DRAIN PIPES AND HOT WATER LINES UNDER SINK TO INSULATED. LOCATE WC FLUSH HANDLE ON WIDE SIDE OF WALL. CHAIR RAIL - SEE DETAIL 1 2/D1.2. SUPPLIED AND INSTALLED BY DECOR VENDOR. NOT USED CLEAR (LEXAN) CORNER GUARD FROM TOP OF CHAIR RAIL UP TO WD. TRIM. TYPICAL AT ALL CORNERS IN DINING AREAS. WAINSCOT EDGE MOLDING (SUPPLIED AND INSTALLED BY MFR) - TYPICAL AT WAINSCOT CORNERS. TILE CONTINUOUS BEHIND MIRROR. REFER TO DWG. T1.1 FOR LAVATORY CLEARANCE REOT'S. DISABLED ACCESSIBLE SIGNAGE. BRAILLE SIGN. c v r 3 0 203 104 cos ARCHITECTURE ENGINEERING PUNNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 MOM AIR ONE INE a > MOIR OLYMPIC ASSOCIATES COMPANY 16036 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON INTERIOR ELEVATIONS - TOILET ROOMS SEP 1 0 2003 Fear a we* POUT SWIM * C O P Y R I G H T * wt w0POR a m wow ar �ryr Nor= N MP w 0 w MI NNW wwww J_wL yr awe NOM= A8.5 � 1%111 ewe RN gar i • ' a .� -- g 111.1111H111•1111, ss�asss� t ,- --t- - - r -- ; , a s �r .a -I- ,----r s ■■ 11.111 _' �. i . i ,,01.-4t -, i si . ;._ . .. Os MI : i i ■ ■ a/�a , ■■ . L • •Irl/■■■I■■1■au. ■ ■ ■ ■ ■■ _ mums= III aiiai■aii;1 , _,_ ■■ _; ■ ■A. i _ t + . , , as a i ■■ • ilsollr t - I III • I - 4'! • • • , %O rh• } ■ ■■ ` _i_1-_4- ; II i ■■I■r■■■a■■a■■1liaaa 1111•111111•11111111•1111111 11=11111•1111•1111 111•111111111 + . , � ■ ■la■■■I■I■i■sr i• I ■RPJ■ ■■f■ ■� ■aita ■■■� t ' ■ a■a■ �� / • i if M!!!! ■■ H t � a i +._._ .. � Iwia.a #:::kiii:u=::::::m tErj a■i i 3 i , + I I! i t i i :! -- ■■ii■i 111111•1111111•11111111•11•11111111••111•1111111111••••11 , ' , 1111111.1111•11 ia■aaariiariM ' r 1 ■r �aaa■ ■ a■a■■1�■■■a■■ita■ ■■■■ma■■ia■■1■ia■ .. .•,.......... , . ` I ___ mum / lair i 2 ROWS CHECKERBOARD PATTERN, ALIGN W/ TOP OF TOILET PARTITION LT -9l WALL FIELD TILE, FULL I HEIGHT COVED TILE BASE WOMEN MEN IT- 10] B--1 VINYL W -2 2 ROWS T -9 CHECKERBOARD. ALIGN W/ TOP OF TOILET PARTITION WALL FIELD TILE, FULL HEIGHT COVED TILE BASE PASSAGE 1 ; j -1 4 �... - -4- 4--- - -. -- -4- -! 1-- I w- 1 WAINSCOT V 10 SIGNS S 1 I 6-' COVED TILE BASE 1 OPEN TO DINING ROOM 1 • • ■■ I it t r (WOW / Migar,' o I •III MOM 111 ii Pr . ;i ,_ Ili :a !PM . ? - UM ii ' Tai riummusre 1111111•11111 •111 ill 7 � . �n ■q1► .�NII� � • rim 111111111111111== ME 111111EIMIMIIIIIII A OPEN TO DINING ROOM • I • -4- i 111111•111111111•1111111111111 iia■ ../i■ • a ■■ P110 s aa■ ai■RRRRIi\11�Iiaai■ ■RRRRAia■■ unimpam *gap ■■ • • • ■�■ ■ III ■■ ■■ ■ II ■ _; ■■1 ism a an 111111111111111 �a ■ a1 Ill ■ st___ ■ u� ii SRRUi 0 .... L . 6"x.8. � :::i 1:1 i 1 ) �il - r H 111111 ;4)1 :1► / I ntaa■ aa■ VINYL I W-2 ( w -1 e -1 WAINSCOT CONED TILE BASE 2 N) 2 3 et Li 0 X 0 N OPTIO 0 Offr I nn • I II II U j ju JA a MP= aussa••••• umming RISOMMOMIll u mi j 0 0 4 -1- I T--9 B- 1 1 s -J CC z 0 C) X 0 0 N -- VINYL COVED TILE • 4 4 3/8 " =1' -O" 103 3. 7. 3 DENOTES TOILET ROOM ACCESSORY ITEM. REFER TO SHEET A1.1 FOR TOILET ACCESSORY SCHEDULE. 2. DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET K1 , K 1.1 REFER TO "FLOOR PLAN NOTES", SHEET Al , FOR BLOCKING AND SUBSTRATE NOTES. TILE BASE Q » 2 oi GENERAL NOTES DENOTES FINISH MATERIAL REFER TO SHEET A9.1 FOR FINISHES. q. O DENOTES WALL MOUNTED ARTWORK. REFER TO SHEET 01 FOR TYPE. 5. IN THE RESTROOMS LOCATE FLUSH HANDLE ON WIDE SIDE. 6. FINISHES TYPICAL FOR MEN'S AND WOMEN'S RESTROOMS. : i s 1, .4: ,ADDITIONAL COMPLIANCE REQUIREMENTS, REFER TO SHEET A1.1 FOR TOILET ACCESSORY SCHEDULE w p. 2 ROWS CHECKER PATTERN, ALIGN W/ OF TOILET PARTITION IT -91 (T - 10 ) WALL FIELD TILE, FULL HEI HEIGHT IT -9I 2 ROWS CHECKERBOARD PATTERN, ALIGN W/ TOP OF TOILET PARTITION IT -10I WALL FIELD' T -9 TILE, FULL HEIGHT TILE BASE I B - l 4 KEYNOTES 3/8 "= 1' 3/8"= 1 ' -0" EXPOSED DRAIN PIPES AND HOT WATER LINES UNDER SINK TO INSULATED. LOCATE WC FLUSH HANDLE ON WIDE SIDE OF WALL. CHAIR RAIL - SEE DETAIL 1 2/D1.2. SUPPLIED AND INSTALLED BY DECOR VENDOR. NOT USED CLEAR (LEXAN) CORNER GUARD FROM TOP OF CHAIR RAIL UP TO WD. TRIM. TYPICAL AT ALL CORNERS IN DINING AREAS. WAINSCOT EDGE MOLDING (SUPPLIED AND INSTALLED BY MFR) - TYPICAL AT WAINSCOT CORNERS. TILE CONTINUOUS BEHIND MIRROR. REFER TO DWG. T1.1 FOR LAVATORY CLEARANCE REOT'S. DISABLED ACCESSIBLE SIGNAGE. BRAILLE SIGN. c v r 3 0 203 104 cos ARCHITECTURE ENGINEERING PUNNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 MOM AIR ONE INE a > MOIR OLYMPIC ASSOCIATES COMPANY 16036 INTN'L BLVD. TUKWILA, WA 98188 EGISTERED CHITECT WASHINGTON INTERIOR ELEVATIONS - TOILET ROOMS SEP 1 0 2003 Fear a we* POUT SWIM * C O P Y R I G H T * wt w0POR a m wow ar �ryr Nor= N MP w 0 w MI NNW wwww J_wL yr awe NOM= A8.5 � 1%111 ewe RN gar i • ' a 111.1111H111•1111, ss�asss� • a11 an r -- ; , a s �r .a -I- ,----r ,- - ■ �__:_ i . i ,,01.-4t -, i si _�_ ►i sa : i i ■ ■ a/�a , . L • . `i ■ ■ ■ ■ �� ■ ■ ■ I � ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ la■aa■ aiiai■aii;1 ■■ ■aa■a■■waa■ laaa ■■ a ■ai ■i ■RRUURRI I11111•11111••• • , •iaa■1 i■ ■■ ` _i_1-_4- ; II ■■I■r■■■a■■a■■1liaaa 1111•111111•11111111•1111111 11=11111•1111•1111 111•111111111 1. ± 1 I + . , � ■ ■la■■■I■I■i■sr Eaaaiu I *I s■a a ► I I • • �i i if .. I j k i 3 i , + I I! i t i i :! 2 ROWS CHECKERBOARD PATTERN, ALIGN W/ TOP OF TOILET PARTITION LT -9l WALL FIELD TILE, FULL I HEIGHT COVED TILE BASE WOMEN MEN IT- 10] B--1 VINYL W -2 2 ROWS T -9 CHECKERBOARD. ALIGN W/ TOP OF TOILET PARTITION WALL FIELD TILE, FULL HEIGHT COVED TILE BASE PASSAGE 1 ; j -1 4 �... - -4- 4--- - -. -- -4- -! 1-- I w- 1 WAINSCOT V 10 SIGNS S 1 I 6-' COVED TILE BASE 1 OPEN TO DINING ROOM 1 • • ■■ I it t r (WOW / Migar,' o I •III MOM 111 ii Pr . ;i ,_ Ili :a !PM . ? - UM ii ' Tai riummusre 1111111•11111 •111 ill 7 � . �n ■q1► .�NII� � • rim 111111111111111== ME 111111EIMIMIIIIIII A OPEN TO DINING ROOM • I • -4- i 111111•111111111•1111111111111 iia■ ../i■ • a ■■ P110 s aa■ ai■RRRRIi\11�Iiaai■ ■RRRRAia■■ unimpam *gap ■■ • • • ■�■ ■ III ■■ ■■ ■ II ■ _; ■■1 ism a an 111111111111111 �a ■ a1 Ill ■ st___ ■ u� ii SRRUi 0 .... L . 6"x.8. � :::i 1:1 i 1 ) �il - r H 111111 ;4)1 :1► / I ntaa■ aa■ VINYL I W-2 ( w -1 e -1 WAINSCOT CONED TILE BASE 2 N) 2 3 et Li 0 X 0 N OPTIO 0 Offr I nn • I II II U j ju JA a MP= aussa••••• umming RISOMMOMIll u mi j 0 0 4 -1- I T--9 B- 1 1 s -J CC z 0 C) X 0 0 N -- VINYL COVED TILE • 4 4 3/8 " =1' -O" 103 3. 7. 3 DENOTES TOILET ROOM ACCESSORY ITEM. REFER TO SHEET A1.1 FOR TOILET ACCESSORY SCHEDULE. 2. DENOTES KITCHEN EQUIPMENT ITEM. REFER TO SHEET K1 , K 1.1 REFER TO "FLOOR PLAN NOTES", SHEET Al , FOR BLOCKING AND SUBSTRATE NOTES. TILE BASE Q » 2 oi GENERAL NOTES DENOTES FINISH MATERIAL REFER TO SHEET A9.1 FOR FINISHES. q. O DENOTES WALL MOUNTED ARTWORK. REFER TO SHEET 01 FOR TYPE. 5. IN THE RESTROOMS LOCATE FLUSH HANDLE ON WIDE SIDE. 6. FINISHES TYPICAL FOR MEN'S AND WOMEN'S RESTROOMS. : i s 1, .4: ,ADDITIONAL COMPLIANCE REQUIREMENTS, REFER TO SHEET A1.1 FOR TOILET ACCESSORY SCHEDULE w p. 2 ROWS CHECKER PATTERN, ALIGN W/ OF TOILET PARTITION IT -91 (T - 10 ) WALL FIELD TILE, FULL HEI HEIGHT IT -9I 2 ROWS CHECKERBOARD PATTERN, ALIGN W/ TOP OF TOILET PARTITION IT -10I WALL FIELD' T -9 TILE, FULL HEIGHT TILE BASE I B - l 4 KEYNOTES 3/8 "= 1' 3/8"= 1 ' -0" EXPOSED DRAIN PIPES AND HOT WATER LINES UNDER SINK TO INSULATED. LOCATE WC FLUSH HANDLE ON WIDE SIDE OF WALL. CHAIR RAIL - SEE DETAIL 1 2/D1.2. SUPPLIED AND INSTALLED BY DECOR VENDOR. NOT USED CLEAR (LEXAN) CORNER GUARD FROM TOP OF CHAIR RAIL UP TO WD. TRIM. TYPICAL AT ALL CORNERS IN DINING AREAS. WAINSCOT EDGE MOLDING (SUPPLIED AND INSTALLED BY MFR) - TYPICAL AT WAINSCOT CORNERS. TILE CONTINUOUS BEHIND MIRROR. REFER TO DWG. T1.1 FOR LAVATORY CLEARANCE REOT'S. DISABLED ACCESSIBLE SIGNAGE. BRAILLE SIGN. c v r 3 0 203 104 cos ARCHITECTURE ENGINEERING PUNNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 MOM AIR ONE INE a > MOIR OLYMPIC ASSOCIATES COMPANY 16036 INTN'L BLVD. 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T &B TRANSVERSE i L 7' -7" p 0' FS 24' - 11" FS Bil 12' -10" - -1.25" FD1 FS FS TYP. 11' - 10" SLAB TO SLAB -1.25" 1 92'- 92' -1" SLAB TO SLAB 38' - / 'FD1 • " 38' -7" 18- USE (6) #6 T & B w / #3 TIES 2 -5" 4' -0" W x 2' -6" D x 17 -0" L FDN 0 MOP SINK - -1.25" FS r 2' -3" p c ziz aI -.75" FD1 FS 9 ' - 5" —.7 TYP. air 13' -2 FS 26' -7, 3 3/8" —.75" 13' -3" co I 2' -10" 7' -5 1E1 FS b f FOUNDATION PLAN SCALE: 1/4"= 1 W1 N Q) 0 0 t 0 .r FOUNDATION PLAN FOUNDATION PLAN NOTES 1. SEE PLUMBING & ELECTICAL DWGS. FOR ADDITIONAL BLOCKOUT REQUIREMENTS AND /OR SLAB PENETRATIONS. 2. DIMENSIONS NOTED ARE TO FACE OF CONCRETE CURB. REFER TO ARCH. DWGS. FOR BUILDING/ STUD DIMENSIONS NOT SHOWN. a 3. DESIGNATES SHEAR WALL LOCATIONS. xx' -x• 4. SEE SHEAR WALL SCHEDULE, DWG. 52, FOR HOEDOWNS AND ANCHOR BOLTS. 5. REFER TO FOOTING DETAILS, DWG S1.1, FOR FOOTINGS WIDTH, DEPTH AND REINFORCING. ALL FOOTING TRENCHES SHALL BE REVIEWED BY THE PROJECT GEOTECHNICAL ENGR. PRIOR TO REPLACEMENT OF REBAR. 6. SEE SOILS REPORT: PROJECT NO. 023 - 1320.000, DATED 04/03/03, BY GOLDER & ASSOC. FOR ALL INFORMATION REGARDING THE PREPARATION OF BUILDING PAD, COMPACTION AND ALL OTHER REQUIREMENTS. 7. ALLOWABLE SOIL BEARING PRESSURE = 2,000 PSF FOR TOTAL LOAD, SEE SOILS REPORT. 8. ALL CONCRETE SHALL HAVE MIN. COMPRESSIVE STRENGTH f'c = 2500 psi 0 28 days. 9. REINFORCING BARS SHALL BE ASTM A615 MEETING THE FOLLOWING GRADES :- 0 3 - 14 = GRADE 40 (40 ksi) 05 & LARGER = GRADE 60 (60 ksi) KEY NOTES FACE OF CONC. CURB & EDGE OF EXTERIOR WALL PLYW'D, TYPICAL UON. KEYED CONSTRUCTION OR SAWED CONTROL JOINTS IN CONCRETE SLAB SEE DETAIL 4/S1.1 4" THICK CONCRETE FLOOR SLAB (REINFORCED W/ 6 "X6 "/ W1.4XW1.4 WWF) OVER 2" SAND OVER 10 MIL. VAPOR BARRIER OVER 6" AGGREGATE BASE OVER COMPACTED /ENGINEERED FILL (PER SOIL REPORT) 4" HIGH CONC. CURB ON ALL INTERIOR WALLS. (WIDTH VARIES PER DWG Al SEE CURB DETAILS ON S1.1 U.O.N., ALL CONC. FLOOR SLABS CONCRETE FLOOR SLABS TO SLOPE TO EACH FLOOR DRAIN 0 ELEVATIONS NOTED ON PLAIN IN KITCHEN & TOILET ROOM AREAS. PROVIDE NO SLOPE IN FLOOR SLAB UNDER WALK -IN BOXES. 3 3/8" FLOOR SLAB DEPRESSION UNDER FREEZER. VERIFY FINAL FREEZER / BLOCK OUT DIMENSIONS WITH FREEZER MFR. PRIOR TO FORMING SLAB. IT IS CRITICAL THAT DEPRESSED FLOOR SLAB AND SIDES BE TRUE AND LEVEL. SERVICE COUNTER WALL. REFER TO DWG'S Al & D1. HOEDOWN ANCHOR PER SHEARWAIL SCHEDULE DWG. S2, TO 4X6 POST. 6" RECESSED MOP SINK, SEE DETAIL 15/A9.1, 7/S1.1. CW PIPE UP THRU SLAB. REFER TO PLUMB DWG'S. EXTEND CONCRETE SLAB/ CURBS OUT UNDER WALL PILASTERS FOR FULL DEPTH OF ADJACENT FOOTINGS. PROVIDE 14 "U" TIE TOP AND BOTTOM. CRY Of AFP'F E�YtiD SEP 302a3 1tJ :1U 1 r ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 MIN 16036 INTN'L BLVD. TUKWILA, WA 98788 0 Wt. I EXPIRES. SEPTEMBER S. 2003 IMF Mt a t FOUNDATION PLAN aOM OLYMPIC ASSOCIATES COMPANY PIP PEW 511101991. WAILT 91301 ^ „ „„A SEP 1 0 2003 * C O P Y R I G H T * popearcriftt MOM V "7 i +rw a r W U U w w PM MON s■r* NIMINIMS1 • KIM MINIS S1.0 M1111 �I�t • 0 •w' I NOT USED NOT USED NOT USED NOT USED 17 18 19 20 NOT USED NOT USED NOT USED NOT USED 14 15 16 NOT USED NOT USED 9 10 NOT USED 1717 NOT USED N.T.S. 11 12 NOT USED 5 5/8" AB 0 48" OC TOP REINF. CONC. FLOOR SLAB PER PLAN (DWG S.1) EL. 0' -4" TOP OF CURB EL. O' -0" TOP OF SLAB � #4 CONTINUOUS ' r • • a • h -=:7-;.-:-,.._,..- � . A _ !'•. ^ .•r1' -, r r ' -o" MIN. VARIES. SEE FLOOR PLAN FOR WIDTH OF CURB & WIDTH OF FINISH WALL. PLYWOOD WHERE OCCURS. REFER TO DETAIL 18/D1.1. Q r• CURB DETAIL @ INTERIOR WALL NT S 6 LINE OF SLAB BEYOND MOP SINK RECESSED 6 ". BELOW CONC. FLOOR SLAB REFER TO DETAIL 13/A9.1. REFER TO DETAIL 3/51.1 FOR ALL NOTES, U.O.N. REINF. CONC. SLAB PER PLAN (DWG. S -1 SEE PLAN f — SONG. & TRANSVERSE T FTC. REINF. PER DWG. S1 INT. SHEARWALL FTG. @ MOP SINK NTS NOT USED 7 : % C k‘46 p ■Z ( P 4 8 4" VENEER CMU ATTACH TO FRAMED WALL w /APPROVED CONNECTORS O 16" o.c. E.W. GROUT VOID BTWN CMU & STEM WALL SOLID BELOW GRADE 4" HIGH SCREENED WEEPS 048" OC z CO i I, I I I I-I III 1' -6" AB's PER SHEAR WALL SCHED. SPACING. MIN.) " o.c. MAX. PRESSURE TREATED SILL PLATE PER SW SCHEDULE 6" CURB WALL S.O.G. PER PLAN NOTES I #4 (2) #4 T & B & 0 16" o.c. MAX SPACING BTWN #4 0 16" o.c. S ill 11� *to TYPICAL FOOTING NTS 1 /2" THICK PRE — MOULDED EXPANSION JOINT - -- -W— -14 I I I 1 1 1 1 FOOTING © DOOR OPENING AB PER PLAN — & SCHEDULE WALL PLYW' D & P.E.N PER SW SCHEDULE EL. O' -4" TOP OF CURB EL 0' —0" TOP ,OF S EXTEND ANCHOR BOLT 7" BELOW -1 I TOP OF FTG PROVIDE 13 DOWELS f 0 32" O.C. ALTERNATE 4 - 1 " 1" 2 6 " f SEE PLAN 6 1/2" WHERE PLY BOTH SIDES MIN. 3X6 SILL PL. (U.N.O.) 14 CURB CON'T. REINF. CONC. SLAB PER PLAN (DWG. S -1) FTG. REINF. PER DWG. S1 INT. SHEARWALL FOOTING NTS 1 2 3 NOTE: -a I II = ii = iii= ii = iii =iii- _ • • • • REINF. CONCRETE SLAB OVER SLAB/ MEMBRANE/ AGGR. BASE, PER PLAN (DWG. S.1). CONTROL JOINT A. TRANSVERSE JOINTS MAY BE SAWED 1/2 " DEEP IF ACCOMPLISHED WITHIN 24 HOURS OF CONCRETE PLACEMENT. CONTROL JOINT 3/4 " =1' -0 4 (..I�r.y.�. M •we. •■ • p ._�..lw.I....•�Iln.ti _.fin.- w.lrl� ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 I, See. ank4-t`fs onewto activJ ll��t -o3 15038 INTN'L BLVD. 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APPLY STRAPS OVER PLYW D SHTG. ItiliMNIMMIMM I I �r r M UM .� � L N O 0 N 0 0 NOT USED NOT USED NOT USED NOT USED 17 18 19 20 NOT USED NOT USED DOUBLE 2x6 SILL PLATE i CUPOLA POST ANCHOR DETAIL WwJ PARAPET KING STUDS (TYP.) 16d 0 16" O.C. 1W. AS SHOWN NTS • m 0 • ABOVE ROOF 13 CUPOLA TOWER WALL PLAN PLYW'D SHTG. TYPICAL 4x6 BLOCKING W I (2) ROWS OF 16d 0 16" O.C. STAGGERED (2) SIMPSON H8 W/ (10) 10dx1 1/2" BELOW WALL w/ U26 HGR EA. END ABOVE ROOF 14 CUPOLA FRAMING TOP CHORD OF TRUSS (2) 2x6 SILL PLATES 16d 0 6 O.C. BOT. PLATE TO BLOCKING OMIT SILL PLATES AT ACCESS DOOR OPENING ma% ROOF A6.2 10' -8" F.O. STUD (2) 2x6 BUILT - UP CORNER DBL PLATE 4x6 W /U46 0 EACH END 15 CUPOLA CORNER DETAIL 16 CUPOLA WALL SECTION oleo Ile% A. 1 /2 "O THREADED ROD w/WASHERS PEAN THREADS 0 TOP & BOTTOM W HANGE S END ALIGN F.O. STUD W/ F.O. TOWER FRAMING ABOVE i I. NTS NTS TOP CHORD TRUSS NTS NTS TYP. 0 3 LOCATIONS 10 W/(10) F 10dx 1 1/2* 11 12 Q M TYP. CURB 51.1 2x4 VERT. BLOCKING TO ADJACENT BOTTOM TRUSS CHORDS 1" CLR. ALTERNATE 2x4 VERT. BLKG. 2x PTDF SILL PLATE TYP. NON- BEARING INTERIOR WALL (4) 10d TO BLKG. 2 ROWS OF 10d 0 6" O.C. FULL LENGTH OF TRUSS S W EDGE NAL PER DRAG TRUSS ALIGNED W/ FACE OF WALL BELOW SW II EDGE NAIL PER PLAN TO TRUSS & TOP PL SW Q PLY TO FULL HEIGHT 2x6 STUDS 0 3x6 S� & BLKG. O PLY WOOD JOINTS DRAG TRUSS DETAIL N 0 F- 25. 2" PLANKS 1. JOIST TO SILL OR GIRDER, TOENAIL 2. BRIDGING TO JOIST, TOENAIL EACH END 3. 1"x6" (25MMx152MM) SUBFLOOR OR LESS TO JOIST, FACE NAIL 4. WIDER THAN 1 "x6 "(25MMx152MM)SUBFLOOR TO JOIST, FACE NAIL 5. 2 152MM) SUBFLOOR TO GIRDER, BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, AT BRACED W. PANELS 7. TOP PLATE TO STUD, END NAIL 8. STUD TO SOLE PLATE 9. DOUBLE STUDS, FACE NAIL 10. DOUBLED TOP PLATES, TYPICAL FACE NAIL DOUBLE TOP PLATES, LAP SPLICE 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 12. RIM JOIST TO TOP PLATE, TOENAIL 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 14. CONTINUOUS HEADER, TWO PIECES 15. CEILING JOISTS TO PLATE, TOENAIL 16. CONTINUOUS HEADER TO STUD, TOENAIL 17. CEILING JOISTS, LAP OVER PARTITIONS, FACE NAIL 18. CEILING JOISTS TO PARALLEL RAFTERS. FACE NAIL 19. RAFTER TO PLATE, TOENAIL 20. 1 "(25MM) BRACE TO EACH STUD AND PLATE, FACE NAIL 21. 1 "x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 22. WIDER THAN 1"x8` SHEATHING TO EACH BEARING, FACE NAIL 23. BUILT - CORNER STUDS 24. BUILT -UP GIRDER AND BEAMS NAILING SCHEDULE 2x6 CRIPPLE STUDS 0 16" O.C. SHEAR WALL ABOVE HEADER ELEVATION (2) 2x6 TRIMMERS CMST14 STRAPS (OVER PLYWOOD) TOP & BOTTOM OF OPENING NAIL 16D 0 2" O.C. 2x6 STUDS ALIGN 6x6 BLK'G. w/ BOT. OF HEADER 2x6 STUDS 0 16" O.C. MAX. SHEAR WALL BELOW HEADER ELEV. w • • ' • ' ' , : PARALLEL CONDITION FRAMING (4 SHEAR WALL 2x6 BLOCKING 0 48" O.C. W/ U26 HANGER AT EA. END X I ROOF TRUSS TYP. ALTERNATE A35 (TYP.) LOCATION 0 A A8 SIM 2x4 LAID FLAT SIMPSON OTC ROOF TRUSS CLIP ON BOTH SIDES 5/8 ", AB 0 48" O.C. POWDER ACTUATED FASTENER WITH (2) - 7/8" WASHERS W/ MIN 1 1/2" EMBED AT 32" O.C. 2x4 BRACE AT 48" O.C. W (3) 10d TO BLK. do A34 T TO PLATE A35 0 8" o.c. (2) CONT. TOP PLATES - NO SPLICES PLYWOOD SHTG. -SEE ARCH. DWGS. NTS 6 MIAS (3 -8d) (2 - 8d ( (2 -16d) (16d 016" O.C. 3 - 16d PER 16") (2 -16c1) (4 - 8d, TOENAIL OR 2 - 16d. END NAIL) (16d 0 24 ", O.C. (16d 0 16" O.C. (8 -16d) (3 -8d) (8d 0 6" 0.C.) (16d 0 16" O.C. ALONG E. EDGE) ••• NTS SHEAR PANEL-EDGE NAIL TO POST BELOW HEADER 6x6 WO. I BLKG. •• *•••∎•• 3/4 " - -0 3 -8d 4 -8d 3 -16d 3 -16d (3 -Sd (2 -Sd (2 - 8d) (3 - 8d) (16d 0 24" O.C.) (20d 0 32" O.C. AT TOP AND BOTTOM AND STAGGERED 2 -20d AT ENDS AND AT EACH SPLICE) (2 - 16d AT EACH SPLICE) 7 n o (00 3 U, I- U, 1" CLR. PERPENDICULAR CONDITION TOP OF PLATE I PER PLANS 2 -2x6 TOP PLATES SPLICED AS NOTED PER PLANS 2x6 CRIPPLE STUDS 0 16" O.C. SIMPSON A35 EA. SIDE HEADER PER PLANS SIMPSON A35 2x6 STUDS 0 16" O.C. 2 -2x6 WD. TRIMMERS 2 -2x6 WD. KING STUDS 2x6 WD. PLATE CONNECT BUILT -UP STUDS w/ 16d 0 8" O.C. SIMPSON A35 EA. SIDE - 2x6 PRESSURE TREATED D.F. SILL PLATE w/ 5/8" DIA. ANCHOR BOLTS 0 48 O.C. W/2 2"X3/16 MAX.- UNLESS OTHERWISE NOTED ON PLAN FRAMING ELEVATION HDR. PER PLAN END POST w/ E.N. 0 HDNS. U.N.O. 2x TRIMMER U.N.O. o HOLDOWN PER M PLAN TYP. SHEAR WALL ELEVATION SHEAR WALL ABOVE HEADER ELEVATION SEE SCHED. SHT. S2 \ 2x6 CRIPPLE STUDS 0 16" O.C. zhi EL. 11' -0 IV TOP OF PLATE 6x6 WD. BLK'G. 2x6 STUDS 0 16" O.C. MAX. (2) 2x6 TRIMMERS EL. O' -0" T.O. SLAB 18 " MAX. \ SILL PLATE BOLTING 4" CONCRETE CURB 6x6 WD. ---.� BLK'G. MIN. (4) 16d TO BEAM END SHEAR PANEL LENGTH SEE PLAN 4* CONCRETE CURB FOR LOCATION ROOF TRUSS SHEAR WALL BELOW HEADER ELEV. NOTE: SEE SHEAR WALL SCHIDULE ON SHT. 52 REF ER TU 2 0ET 11 0. FOR WINDOW E.N. FRAMING INFO. NOT SHOWN. SIMPSON OTC ROOF TRUSS CLIP ON BOTH SIDES 5/8 "0 AB 0 48" O.C. POWDER ACTUATED FASTENER WITH (2)-7/8" WASHERS WI MIN 1 1/2" EMBED AT 32" O.C. 2x PTDF SILL PLATE CURB 1/2"=r-0 STEEL WASHER • SHEAR PANEL SCHED r OPENING @ SHEAR WALL DETAIL 3/8 " •1' -0 NTS 2X STUDS 0 16" O.C. U.N.O. SHEAR PANEL -EDGE NAIL TO POST BELOW HEADER NTS 1 ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, Wk 98109 (208) 285 -4300 CITY OF Tv'v!'' ht . �PP�fl SEP 3 o 20 3 •.L KO Mt OLYMPIC ASSOCIATES COMPANY 16038 INTN'L BLVD. TUKWILA, WA 98168 I EXPIRES: SEPTEMBER 9. 20031 WALL FRAMING DETAILS & SCHEDULES 0100.03 01-20-03 NWT MON MaE RV UM PERMIT SUOINITAL SEP 1 0 2003 Cerro MINN *C 0 P Y%Mil R I G H T DAS i t S2.1 �t wor MU NW Meer • • • 1 TRUSS SCHEDULE D DRAG D DOUBLE COMMENTS TRUSS TYPE L LENGTH W WEBS a a b b c c d d TRUSS TYPE "A" 3 37' -0" 7 7 2 2' -1 1/2" 5 5' -11 1/2" 3 3' -3" 4 4' -10" TRUSS TYPE "A" (2) 3 37' -0" 7 7 2 2' -1 1/2" 5 5' -11 1/2" 3 3' -3" 4 4' -10" X X S SEE NOTE 1 BELOW TRUSS TYPE "A" (2) DRAG 3 37' -0" 7 7 2 2'--1 1/2" 5 5' -11 1/2" 3 3' -3" 4 4' -10" X X X X S SEE NOTES 1 & 2 BELOW TRUSS TYPE "B" 4 40' -10" 8 8 2 2' -0 1/8" 7 7' -9 7/8" 3 3' -3" 4 4' -10" TRUSS TYPE "B" (2) 4 40' -10" 8 8 2 2' -0 1/8" 7 7' -9 7/8" 3 3' -3" 4 4' -10" X X S SEE NOTE 1 BELOW TRUSS TYPE "C" 3 38' -6" 7 7 2 2'--1 1/2" 5 5' -11 1/2" 3 3' -3 1/274 1 1 2" X S SEE NOTE 1 BELOW TRUSS TYPE "C" (2) 3 38' -6" 7 7 2 2' -1 1/2" 5 TRUSS TYPE "C" (2) DRAG 3 38' -6" 7 7 2 2' -1 1/2" 5 5 1/2"_3 3 1 /2" 4 4 1/2" X X X X S SEE NOTES 1 & 2 BELOW DBL. TOP I) - PLATE � MSTA36 STRAP si ll LEDGER C ONT. LEDGER SPLICE 11 - � 16d TO E Tl'P II II TRUSS ANCHOR DETAIL NOT USED 14 CORNER STRAP DET. NTS 16 EL. VARIES OP OF TRUSS 16d 0 6" O.C. 2X6 CONT BLKG 2X10 LEDGER W /(3) 16d PER STUD 12" OC. TO BLKG PLYWOOD WALL SHEATHING PER SW. SCHED. - E.N. 0 STRAP SPLICES CONT. DBL. 2x6 BLOCKING AT ROOF DIAPHRAGM TOE NAILED TO STUDS W/ (2) 16d EACH END PLYWOOD PARAPET SHEATHING EDGE NAILING CONT.SIMPSON CS16 STRAP 10d - ALL NAIL HOLES FILLED PLYWOOD ROOF DECK, PER DWG 52 10d 0 6" O.C. TO 4X BLKG. • - 1 4/ TRUSS (PER PLAN) l 4X6 BLK'G. 0 32 "O.C. W /SIMPSON H2 EACH BLOCK AND TO STUD NTS 10 TRUSS PROFILES SCHEDULE 12 NOT USED 80 MPH EXPOSURE 'C' 30 PSF 13 PSF 80 MPH EXPOSURE 'C 1 1 t 1 f I !!I (APPLY TO TOP CHORD) 13 PSF (APPLY TO BOTTOM CHORD) NOTE: ROOF TOP MECHANICAL POINT LOADS NOT INCLUDED IN THE ABOVE LOADING DIAGRAM VERIFY THESE LOADS WITH MECHANICAL SUPPLIER BEFORE DESIGNING TRUSS. TRUSS DESIGN CRITERIA • WIND LOAD 0 PARAPET LIVE LOAD DEAD LOAD DEAD LOAD NTS NTS 7 B NTS 2 MANUFACTURED ROOF TRUSS NOTES: 1. MANUFACTURED ROOF TRUSSES ARE 0 2' -8" O.C. U.N.O. 2. "T- " DENOTES ROOF TRUSS TYPE. REFER TO PLAN AND SCHEDULE. 3. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS, BOTH PREPARED AND SIGNED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER ( STATE OF (PROJECT)). SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE ARCHITECT AND ENGINEER FOR REVIEW AND SUBMITTAL TO BUILDING OFFICIAL FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS TO INCLUDE LAYOUT PLAN AND CONNECTORS. CALCULATIONS SHALL BE BASED ON THE SPECIFIED LOADING CONDITIONS SHOWN HEREIN. MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS BETWEEN TRUSSES. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE DIMENSIONS, SHAPES AND DETAILS SHOWN ON SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER FOR REVIEW AND COMMENT. 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS FOR ALL TRUSS TO TRUSS, TRUSS TO BEAM, AND BEAM TO TRUSS CONN. 5. TRUSS TOP AND BOTTOM CHORD TO BE 2X6, MINIMUM. 2X4 MINIMUM FOR WEBS. 6. TRUSS MANUFACTURER TO PROVIDE VERTICAL WEB MEMBER AT TRUSS SUPPORTS, BRIDGING, AND BLOCKING AS REQUIRED. 7. REFER TO TRUSS ELEVATIONS FOR SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPAN, DRAINAGE, ETC. LOCATION OF BEARING POINTS ARE AS INDICATED ON THE DRAWINGS. 8. MANUFACTURED ROOF TRUSS DESIGN LOADS: SEE TRUSS DESIGN CRITERIA 7/S2.2 9. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENT OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, ETC. SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. 10. TRUSS MANUFACTURER SHALL REVIEW AND DESIGN TRUSSES INCLUDING WIND LOAD PERPENDICULAR TO TRUSS PARAPET ENDS. 11. DESIGN ROOF TRUSSES TO SUPPORT HVAC EQUIPMENT LOADS. COORDINATE SIZE, LOCATION AND WEIGHT OF EQUIPMENT WITH MECHANICAL WORK. PROVIDE MULTIPLE TRUSS WHERE ONE TRUSS CANNOT SUPPORT THE LOAD. PROVIDE BLOCKING/ BRIDGING BETWEEN TRUSSES AS NEEDED. TRUSS GENERAL NOTES: 1. TRUSS DRAWINGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. ENGINEERED DRAWINGS & CALCULATIONS SHALL BE SUBMITTED TO OWNER AND THE ENGINEER if Elt §301340 INSTALLATION. 2. 4" NOMINAL THICKNESS FRAMING MEMBERS SHALL BE DOUGLAS FIR 12 W/ A MINIMUM FIBER DTRESS OF 1300 PSI. 3. 6" NOMINAL. THICKNESS FRAMING MEMBER SHALL BE DOUGLAS FIR #2 W/ A MINIMUM F18ER. 4. ROOF CONNECTORS ARE BASED UPON SIMPSON STRONG -TIE. - OR APPROVED EQUAL. 5. TRUSSES ON SITE PRIOR TO INSTALLATION SHALL BE STORED IN A VERTICAL POSITION WITH SUPPORT POINTS PROVIDED AT FINAL BEARING POINTS AND BRACED TO AVOID TIPPING. 6. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREE POINT VERTICAL PICK AND CARE IS TO BE USED IN LIFTING TO MINIMIZE HORIZONTAL BENDING. 7. IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECIFICATIONS SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOB SITE. LEDGER DETAIL 1 1/2 TRUSS NOTES NTS 4 r) I- T & G EDGES PER PLAN- BOUNDARY NAIL (B.N ) ALONG CONT. PANEL EDGES --- EDGE NAIL (E.N.) O PLYWD. PANEL EDGES LONG DIMENSION OF PLYWD. TO RUN PERPENDICULAR TO JOISTS STAGGER PLYWD. JOINTS FIELD NAIL (F.N.) O ALL INTERMEDIATE MEMBERS DBL. TOP PLATE ---' 1 11111111W11 1101111111 ROOF NAILING PLAN 2X6 STUDS 0 16" O.C. TYP. 0 SPLICE TYP. PLYWD. SHTG. DBL. 2X JOIST OR RAFTER UNLESS NOTED ON PLANS --� !IMO 011■111• ROOF PLY. 4X CONT BLK'G. ROOF TRUSS DBL. STUDS I 1-.0 - -(1BL. 2X HDR. SAME I SIZE AS JOIST OR RAFTER U� NOTED ON PLA NS II it II II II I Il II II .11 NOTES: 1. PLYWD. NAILING SHALL BE INSPECTED, BY THE GOVERNING BULIDING AUTHORITY, PRIOR TO COVERING. 2. MIN. PLYWD. SHT. SIZE SHALL BE 2' -O" X 4` 3. MIN. 3/8" NAILING EDGE DISTANCE. 4. EDGE NAIL (E.N.) TO BEAMS AND AROUND AU. OPENINGS. tr.*. HANGERS- e p/l JOIST SEE NOTE BELOW II PLYWD. EDGE NAILING (E.N.) AROUND OPNG. III!_ OPENING PER H I PLANS NOTE: ' - HANGERS TO BE "SIMPSON" STANDARD "U" 0 ROOF. to DBL. JOIST OR RAFTERS SHALL BE JOINED TOGETHER AS FOLLOWS: O 1.) 10" OR LESS NOM. DEPTH - 16d 0 12" O.C. STAGGERED, 2.) MORE THAN 10" - (2)16d 0 12" O.C. TYPICAL ROOF OPENING SPLICE OF CONT.SIMPSON CMST14 STRAP Aqui CMST14 STRAP SPLICE DET. FOR STRAP SPLICE DET. FOR LEDGER - IT - 11 CMST14 X 6` - LONG STRAP CENTERED 0 S 1/4".1 1"= 1 0 CE 1 /2 " = 1 . 2X6 STUDS 0 16" O.C. TYP. 1/2" = 1 17 18 19 W/ A. STUD 20 2X SOLID BLK'G (VERT. OR HORZ.) 0 24 "0C MAX REQ' D WHERE SPACING OF TRUSS VERTICAL LEGS EXCEED 24" OC (FOR LATH NAILINGS) 16d NAILS O 6" O.C. 2 X CONT. BLK'G EL. VARIES TOP OF TRUSS 2x6 CONT. BLK'G 16d NAILS O 6" O.C. 16d NAILS O 6" O.C. E.N. E.N. E.N. EL 11' -0" IV TRUSS BEARING E.N. .a. E.N. PLYWOOD WALL & PARAPET SHEATHING W/ 10d 0 6" O.C.EDGES 12 "O.C. FIELD,BLOCKED EDGES EDGE NAILING CONT.SIMPSON CMST14 STRAP 10d - ALL NAIL HOLES FILLED 5/8" PLYWOOD ROOF DECK B.N. TO BLOCKING (1) SIMPSON H4 0 EACH TRUSS TOP CHORD OF TRUSS 4 X SOLID BLOCKING ( FULL DEPTH OF TRUSS CHORD). TYP. 2x6 VERTICAL TRUSS CHORD DOUBLE 2x6 TOP PLATE CONTINUOUS MSTA36 STRAPS 0 SPLICE) 1/ 2" PLYWOOD ALL SHEATHING 2x6 STUD 0 16" O.C. 0 STRAP SPLICES O (3) 16d 0 EA. STUD 2x 10 LEDGER 2X WALL 2x 10 LEDGER ROOF TRUSS 0 4- 4- SECTION E.N I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 PLAN VIEW AARAPETYS WALL SHEATHING PARAPET W/ 10d 0 6" O.C.EDGES 12 "0.C. FIELD. BLOCKED EDGES CONT.SIMPSON CMST14 STRAP ROOF PLY. SIN. ROOF TRUSSES BEYOND NOT SHOWN 4X CONT. BLK'G. 2x6 STUD • 16" O.C. CONT.SIMPSON CMST14 STRAP FOR SPUCE -SEE DET. 4X CONT. BLK'G. T.O. PARAPET ,pr jruii_ - TRUSS BEARING EL. 11' -0" EQUAL 2x6 TRUSS ELEVATION EQUAL ALIO 2x WEB MEMBERS EQUAL 2x6 TOP CHORD NOTES: 1. DOUBLE TRUSSES(NOTED AS (2))TO BE NAILED TOGETHER W /1Od 012" O.C. EACH SIDE, TOP & BOTTOM CHORDS AND WEBS. 2. DRAG TRUSS, MINIMUM HORIZONTAL CAPACITY REVD = 60001 SLOPE TRUSS TOP CHORD 3/8" PER FOOT LENGTH (TRUSS 'A','B' & 'C') EQUAL (REFER TO NOTE 15) 2x� PERMANENT da 2 - 16d 0 TRUS l 1 x4 PERMANENT BRI 2 16d 0 TRUS EQUAL BRACE OR STABILIZE WITH PLYWOOD SHEATHING WIT CHOR EQUAL 2x 6 REVD. NOTE: TRUSS MEMBER SIZES ARE FOR REFERENCE ONLY. ACTUAL SIZES SHALL BE DETERMINED BY TRUSS MANUFACTURER BASED ON ACTUAL LOAD CONDITIONS AND CODES. NTS 0 4,0 ,ZI) I DBL. TOP PLATE (TYP.) r e • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 ROOF I TRUSS FRAMING DETAILS, SCHEDULES & NOTES CITY OF TUKWILA APPROVED SEP 3 0 2C113 A.': .y * AR M[ AR Ile OLYMPIC ASSOCIATES COMPANY 15036 INTN'L BLVD. TUKWILA, WA 98188 I EXPIRES: SEPTEMBER 9. 2O03 I MOM POW 9WMMRK Od -3043 AULT OEM Ord MOM MY MI 711111WILA SEP 1 0 2003 ASTa vow * C O P Y R I G H T * 11R ems - MOIMMIMMID Mel 4 AN A • iR j �min R OOL 011111111 11/1 t r S2.2 4 0 TRUSS ANCHOR DETAIL NOT USED 14 CORNER STRAP DET. NTS 16 EL. VARIES OP OF TRUSS 16d 0 6" O.C. 2X6 CONT BLKG 2X10 LEDGER W /(3) 16d PER STUD 12" OC. TO BLKG PLYWOOD WALL SHEATHING PER SW. SCHED. - E.N. 0 STRAP SPLICES CONT. DBL. 2x6 BLOCKING AT ROOF DIAPHRAGM TOE NAILED TO STUDS W/ (2) 16d EACH END PLYWOOD PARAPET SHEATHING EDGE NAILING CONT.SIMPSON CS16 STRAP 10d - ALL NAIL HOLES FILLED PLYWOOD ROOF DECK, PER DWG 52 10d 0 6" O.C. TO 4X BLKG. • - 1 4/ TRUSS (PER PLAN) l 4X6 BLK'G. 0 32 "O.C. W /SIMPSON H2 EACH BLOCK AND TO STUD NTS 10 TRUSS PROFILES SCHEDULE 12 NOT USED 80 MPH EXPOSURE 'C' 30 PSF 13 PSF 80 MPH EXPOSURE 'C 1 1 t 1 f I !!I (APPLY TO TOP CHORD) 13 PSF (APPLY TO BOTTOM CHORD) NOTE: ROOF TOP MECHANICAL POINT LOADS NOT INCLUDED IN THE ABOVE LOADING DIAGRAM VERIFY THESE LOADS WITH MECHANICAL SUPPLIER BEFORE DESIGNING TRUSS. TRUSS DESIGN CRITERIA • WIND LOAD 0 PARAPET LIVE LOAD DEAD LOAD DEAD LOAD NTS NTS 7 B NTS 2 MANUFACTURED ROOF TRUSS NOTES: 1. MANUFACTURED ROOF TRUSSES ARE 0 2' -8" O.C. U.N.O. 2. "T- " DENOTES ROOF TRUSS TYPE. REFER TO PLAN AND SCHEDULE. 3. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS, BOTH PREPARED AND SIGNED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER ( STATE OF (PROJECT)). SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE ARCHITECT AND ENGINEER FOR REVIEW AND SUBMITTAL TO BUILDING OFFICIAL FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS TO INCLUDE LAYOUT PLAN AND CONNECTORS. CALCULATIONS SHALL BE BASED ON THE SPECIFIED LOADING CONDITIONS SHOWN HEREIN. MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS BETWEEN TRUSSES. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE DIMENSIONS, SHAPES AND DETAILS SHOWN ON SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEER FOR REVIEW AND COMMENT. 4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTORS ADEQUATE FOR LOADS FOR ALL TRUSS TO TRUSS, TRUSS TO BEAM, AND BEAM TO TRUSS CONN. 5. TRUSS TOP AND BOTTOM CHORD TO BE 2X6, MINIMUM. 2X4 MINIMUM FOR WEBS. 6. TRUSS MANUFACTURER TO PROVIDE VERTICAL WEB MEMBER AT TRUSS SUPPORTS, BRIDGING, AND BLOCKING AS REQUIRED. 7. REFER TO TRUSS ELEVATIONS FOR SHAPE, OVERHANG, DIMENSIONS, SLOPES, SPAN, DRAINAGE, ETC. LOCATION OF BEARING POINTS ARE AS INDICATED ON THE DRAWINGS. 8. MANUFACTURED ROOF TRUSS DESIGN LOADS: SEE TRUSS DESIGN CRITERIA 7/S2.2 9. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENT OF ALL MECHANICAL UNITS, ELECTRICAL FIXTURES, PLUMBING, ETC. SHALL BE INCLUDED IN THE DESIGN OF THE TRUSSES BY THE TRUSS MANUFACTURER. 10. TRUSS MANUFACTURER SHALL REVIEW AND DESIGN TRUSSES INCLUDING WIND LOAD PERPENDICULAR TO TRUSS PARAPET ENDS. 11. DESIGN ROOF TRUSSES TO SUPPORT HVAC EQUIPMENT LOADS. COORDINATE SIZE, LOCATION AND WEIGHT OF EQUIPMENT WITH MECHANICAL WORK. PROVIDE MULTIPLE TRUSS WHERE ONE TRUSS CANNOT SUPPORT THE LOAD. PROVIDE BLOCKING/ BRIDGING BETWEEN TRUSSES AS NEEDED. TRUSS GENERAL NOTES: 1. TRUSS DRAWINGS ARE PROVIDED FOR CONCEPTUAL DESIGN ONLY. ENGINEERED DRAWINGS & CALCULATIONS SHALL BE SUBMITTED TO OWNER AND THE ENGINEER if Elt §301340 INSTALLATION. 2. 4" NOMINAL THICKNESS FRAMING MEMBERS SHALL BE DOUGLAS FIR 12 W/ A MINIMUM FIBER DTRESS OF 1300 PSI. 3. 6" NOMINAL. THICKNESS FRAMING MEMBER SHALL BE DOUGLAS FIR #2 W/ A MINIMUM F18ER. 4. ROOF CONNECTORS ARE BASED UPON SIMPSON STRONG -TIE. - OR APPROVED EQUAL. 5. TRUSSES ON SITE PRIOR TO INSTALLATION SHALL BE STORED IN A VERTICAL POSITION WITH SUPPORT POINTS PROVIDED AT FINAL BEARING POINTS AND BRACED TO AVOID TIPPING. 6. INSTALLATION OF ALL TRUSSES SHALL BE DONE USING A SPREADER BAR WITH A THREE POINT VERTICAL PICK AND CARE IS TO BE USED IN LIFTING TO MINIMIZE HORIZONTAL BENDING. 7. IMPROPER HANDLING OF THE TRUSSES AS NOTED ABOVE AND IN THE SPECIFICATIONS SHALL MEAN REMOVAL OF THE TRUSSES FROM THE JOB SITE. LEDGER DETAIL 1 1/2 TRUSS NOTES NTS 4 r) I- T & G EDGES PER PLAN- BOUNDARY NAIL (B.N ) ALONG CONT. PANEL EDGES --- EDGE NAIL (E.N.) O PLYWD. PANEL EDGES LONG DIMENSION OF PLYWD. TO RUN PERPENDICULAR TO JOISTS STAGGER PLYWD. JOINTS FIELD NAIL (F.N.) O ALL INTERMEDIATE MEMBERS DBL. TOP PLATE ---' 1 11111111W11 1101111111 ROOF NAILING PLAN 2X6 STUDS 0 16" O.C. TYP. 0 SPLICE TYP. PLYWD. SHTG. DBL. 2X JOIST OR RAFTER UNLESS NOTED ON PLANS --� !IMO 011■111• ROOF PLY. 4X CONT BLK'G. ROOF TRUSS DBL. STUDS I 1-.0 - -(1BL. 2X HDR. SAME I SIZE AS JOIST OR RAFTER U� NOTED ON PLA NS II it II II II I Il II II .11 NOTES: 1. PLYWD. NAILING SHALL BE INSPECTED, BY THE GOVERNING BULIDING AUTHORITY, PRIOR TO COVERING. 2. MIN. PLYWD. SHT. SIZE SHALL BE 2' -O" X 4` 3. MIN. 3/8" NAILING EDGE DISTANCE. 4. EDGE NAIL (E.N.) TO BEAMS AND AROUND AU. OPENINGS. tr.*. HANGERS- e p/l JOIST SEE NOTE BELOW II PLYWD. EDGE NAILING (E.N.) AROUND OPNG. III!_ OPENING PER H I PLANS NOTE: ' - HANGERS TO BE "SIMPSON" STANDARD "U" 0 ROOF. to DBL. JOIST OR RAFTERS SHALL BE JOINED TOGETHER AS FOLLOWS: O 1.) 10" OR LESS NOM. DEPTH - 16d 0 12" O.C. STAGGERED, 2.) MORE THAN 10" - (2)16d 0 12" O.C. TYPICAL ROOF OPENING SPLICE OF CONT.SIMPSON CMST14 STRAP Aqui CMST14 STRAP SPLICE DET. FOR STRAP SPLICE DET. FOR LEDGER - IT - 11 CMST14 X 6` - LONG STRAP CENTERED 0 S 1/4".1 1"= 1 0 CE 1 /2 " = 1 . 2X6 STUDS 0 16" O.C. TYP. 1/2" = 1 17 18 19 W/ A. STUD 20 2X SOLID BLK'G (VERT. OR HORZ.) 0 24 "0C MAX REQ' D WHERE SPACING OF TRUSS VERTICAL LEGS EXCEED 24" OC (FOR LATH NAILINGS) 16d NAILS O 6" O.C. 2 X CONT. BLK'G EL. VARIES TOP OF TRUSS 2x6 CONT. BLK'G 16d NAILS O 6" O.C. 16d NAILS O 6" O.C. E.N. E.N. E.N. EL 11' -0" IV TRUSS BEARING E.N. .a. E.N. PLYWOOD WALL & PARAPET SHEATHING W/ 10d 0 6" O.C.EDGES 12 "O.C. FIELD,BLOCKED EDGES EDGE NAILING CONT.SIMPSON CMST14 STRAP 10d - ALL NAIL HOLES FILLED 5/8" PLYWOOD ROOF DECK B.N. TO BLOCKING (1) SIMPSON H4 0 EACH TRUSS TOP CHORD OF TRUSS 4 X SOLID BLOCKING ( FULL DEPTH OF TRUSS CHORD). TYP. 2x6 VERTICAL TRUSS CHORD DOUBLE 2x6 TOP PLATE CONTINUOUS MSTA36 STRAPS 0 SPLICE) 1/ 2" PLYWOOD ALL SHEATHING 2x6 STUD 0 16" O.C. 0 STRAP SPLICES O (3) 16d 0 EA. STUD 2x 10 LEDGER 2X WALL 2x 10 LEDGER ROOF TRUSS 0 4- 4- SECTION E.N I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0 PLAN VIEW AARAPETYS WALL SHEATHING PARAPET W/ 10d 0 6" O.C.EDGES 12 "0.C. FIELD. BLOCKED EDGES CONT.SIMPSON CMST14 STRAP ROOF PLY. SIN. ROOF TRUSSES BEYOND NOT SHOWN 4X CONT. BLK'G. 2x6 STUD • 16" O.C. CONT.SIMPSON CMST14 STRAP FOR SPUCE -SEE DET. 4X CONT. BLK'G. T.O. PARAPET ,pr jruii_ - TRUSS BEARING EL. 11' -0" EQUAL 2x6 TRUSS ELEVATION EQUAL ALIO 2x WEB MEMBERS EQUAL 2x6 TOP CHORD NOTES: 1. DOUBLE TRUSSES(NOTED AS (2))TO BE NAILED TOGETHER W /1Od 012" O.C. EACH SIDE, TOP & BOTTOM CHORDS AND WEBS. 2. DRAG TRUSS, MINIMUM HORIZONTAL CAPACITY REVD = 60001 SLOPE TRUSS TOP CHORD 3/8" PER FOOT LENGTH (TRUSS 'A','B' & 'C') EQUAL (REFER TO NOTE 15) 2x� PERMANENT da 2 - 16d 0 TRUS l 1 x4 PERMANENT BRI 2 16d 0 TRUS EQUAL BRACE OR STABILIZE WITH PLYWOOD SHEATHING WIT CHOR EQUAL 2x 6 REVD. NOTE: TRUSS MEMBER SIZES ARE FOR REFERENCE ONLY. ACTUAL SIZES SHALL BE DETERMINED BY TRUSS MANUFACTURER BASED ON ACTUAL LOAD CONDITIONS AND CODES. NTS 0 4,0 ,ZI) I DBL. TOP PLATE (TYP.) r e • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 ROOF I TRUSS FRAMING DETAILS, SCHEDULES & NOTES CITY OF TUKWILA APPROVED SEP 3 0 2C113 A.': .y * AR M[ AR Ile OLYMPIC ASSOCIATES COMPANY 15036 INTN'L BLVD. TUKWILA, WA 98188 I EXPIRES: SEPTEMBER 9. 2O03 I MOM POW 9WMMRK Od -3043 AULT OEM Ord MOM MY MI 711111WILA SEP 1 0 2003 ASTa vow * C O P Y R I G H T * 11R ems - MOIMMIMMID Mel 4 AN A • iR j �min R OOL 011111111 11/1 t r S2.2 4 0 12" SO OUT PER ChM 04136. (BEL) 2 S3.0 i ?-- S3.0 INbIDE IcAcE : I . • a" etc. VERT IS • Id" oc. MO!!IZ oMI IDE PACE , TYP. \ f sucnifaar tioicamw I "IP pit6i7 \ FAQ ; \ / \ V 3'-O" \ 2 <#41 53.0 Slwl 4•-•• DETENTION VAULT TOP SLAB PLAN 4'-I" S3.0 TI, 1 S3.0, TYP. % • D• oa. SOT CONT. TYP. (2) ADM 0 6 SOT • w DEPTH OF ear SLAB, TYP. 111i� Polt IiDDMoNAL wwo111cN0 AT 244 dRA1L 111111 WeStl --\ \400. (2) ADO'L SOT DETENTION VAULT FOUNDATION PLAN WALL r-dri • V" o.G. BOT TRANS, TYP. I D TAMS PLAN 3S.4• w x r-i" DP GONT3AICUS CONE FOOTNIC. O, 3) *s LOG BOT, S • 24 oz. TRANS SOT __.r,.. ar . • IT ao. • TID DEPTH SOT SLAl1B, TRANI, TYP. _ J 4 e" REINPORCEMENT TYP tig? Qe,' Nb l VERTICAL: S • E" o.c. 3160E PACE 6 .12" ec, OUTSIDE FACE HORIZONTAL: • S • Id" o.o. EA PACE 4 S3.0 2 RIPAIL VAA1L 4 LID MOTS 4r) 'D- NOT SWOON FOR CANTY. 11 1?' SO IN PER CIVIL OW& MIL) • SCALE: 1 " •1' -o PISS THICOINES• PER SWIM VEIV MEW CUMIN PACE. PER PON PLAN .6 MILS • R" ot. (ALT 1400$) • 'S.'. • I F ea. r r • C • • • r • • • • • r-4" 3 TYP. _14 .6 SOT, Lam, PER TOP SLAB PLAN 2• MR TYP VINT PIMP NICE 'ACS. PER PON PLAN SECTION AT 5' -0' x 10' -0' GRATE ,..CI, , PER TOP SLAB PLAN S xI3 5 - 6"•D' f DEPTW OP SLAB BAOE MEND TO atOU 4) TYP. MOIRIZ PE* EA PACE PIM POIND PLAN �■It uVI. 0� r • r 2' CLR TYP. I" GLAD ON GRADE FREE DRAB llUAaiRADE PER GEO IONICAL PECCIMMENDATICNI DETENTION VAULT SECTION (TYP.) e•xe: N "•r-r DETENTION VAULT Nom 1. REFER TO CIVIL SITE PLANS FOR SITE LOCATION, DIMENSIONS, LOCATIONS OF SD PIPES, ETC., AND DEPTH OF TOP SLAB BELOW FINISHED GRADE OR PAVEMENT. VERIFY C3tOWNED BOTTOM SLAB SLOPES WITH C2VIL DRAWING& 2. ALL CONCRETE FOR DETENTION VAULT SHALL HAVE A 2S -DAY COMPRESSIVE STRENGTH [?C] - 4000 PSL. 3. PROVIDE A WATERSTOP AT ALL CAST-IN-PLAaB CONGO= JOINTS,, TYP. 4. WALL CEMENT NOTES: REINFORCING PER PLANS AND DETAIL 1/33.0. PROVIDE ADDITIONAL 05 VERTICAL BARS EA. SIDE [INSIDE FACE] OF OPENING FOR SD PIPES; PROVIDE ADDITIONAL 05 X 61-0" HORIZONTAL BARS (INSIDE FACE] ABOVE AND BELOW OPENING FOR SD PIPES. PROVIDE 06 X 2' O"X 2 Hoitzotrua, BARS 12" as AT WALL CORNER& S. 5'-0" X 10'-0" OPE 4 GRATE REMOVABLE PANEL BY SRS. PANEL SHALL BE PER KING COUNTY SURFACE WATER DESIGN MANUAL WITH OSHA CONFINED SPACE WARNING. FRAMES, GRATES, AND ROUND SOLID COVERS SHALL BB MARKED "DRAIN", AND SHALL HAVE LOCKING BOLTS PM KING COUNTY SPBQFICA77ONS. ALL STEB,L. PARTS SHALL B8 CORRONON RESISTANT. & 24" DIAMIETEIR FRAME, GRATA, AND SOL30 LCCKINGI LID BY OTHERS. ASSEMBLY SHALL BB PER KINKS COUNTY SURFACE WATER DESIGN MANUAL. ALL MIL PAR'I'S SHALL IS CORROSION RESITAMT. 7. LOADING CRITERIA: THIS VAULT HAS BEEN DE IXW4ID FOR ALL APPLICABLE DEAD AND LIVE LOADS4, AS WELL AS APPUCABI.B LATERAL EAR7'LI PRESSURE LOADS [!0 pcg, PER OBOrI'BQIMCAL EN OI NBBR]. LIVE LOADS USED IN DESIGN mum 113-20 TRUCK LOADS AND TUKWI A PIRG DEPT. LADDER 'MUCK 01111U0018R LOADING (45 kips). ALL ACJ PASELS BY MIMS SHALL II DB/i €D TO SUPPORT THINS LOADING a JIUTA. .0.24 "oa TIPP SCALE: 1"s1' -o" TOP SLAB MAR. PIM PALM ......, . •■■.•••••• w v MUSD WWI OR PAW MEM ARa+CIV+L DOW A s • • 3 " CLR TYP. (3) lb Lams, TYP. S • 24" oz. MAW, 24' DIAM. GRATE : PLAN PHONED dRADETAVlFQfT' TIT MALL 1 PM PLAN • • • 0 .0 40 1 FIR Me � YCLRTYP f TOP SLAB /WALL SEPARA T: PERMI AND APPROV REQUIR ARCHITECTURE ENGINEERING PUNNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 OLY M P I C ASSOCIATES COMPANY 15038 International Blvd Tukwila, WA 98188 I am* stmosvr t„ zoos DETENTION VAULT PLANS & DETAILS Cl ! Y OF ?' :i *11 APPROVED SEP 3 0 603 A RP MI D 09-20-0 % MST OM ON IIIM SEP 1 0 2003 morR1iA *c 0 P Y R I G H T• tosulimium IOW :1111 MIN /II - w N 11.11"1":44111 a I L - - TYP. TYP. 20 A 4u* ' Mi 4 �, •.1 IUD 410 V�rr • i L 1 II I 'III 1 II1 1 11 5' -9 CLEAR <;tit 41g4 4:110 0 J / 4:TIT 20 OPT. 5 . -0 " CLEAR f fIF 4J <4 4P» i 1 _.__ _ r � 1.im•_i ■ 11 1 :1 . 1 J ooke 4PAI 6;:I I / <UN 4 I II 1 � ! I I « --- r ' I L _1 ■ � I �� I III � • rt i 4!1; 11 •.11,1: . v (KFC) Tati.L ( L-;- 10 41.11/.1 3' - 8" CLEAR •"r,11wr :ami1►1]rinw�r7 OPT. -. • *LI:* L 18" •M> -#/# (2) I r) - =1 _s ib INOMMUMIN 11111 f I ■ I :1 CIA 4 wa Cob OPT. Oki wtr 111•111,•11111111r /NM wwr"MIEN . 1 (96 ) 13' -3" 14 2' -6" LIU 440 ..,1 1 P u' . • !J! � 3 . -0 " 4tg-* 4J 20 •11 :► fl ■ E ---- , I I ( 1 i T _ 1 _ - r-, TYP. 71 U DRINK STATION L_ - - • '7= = == " - - - - ---1 - - - - -- j I Tit ii SINK 171(;) 2a1 EQUIPMENT SPECIFIC NOTES ITEM LIGHTING PACKAGE HVAC PACKAGE REMARKS STOREFRONT A ' ML PACKAGE DOORS, WINDOW FRAMES AND ALL GLASS PROVIDED AND INSTALLED BY G.C. A COMPLETE SITE LIGHTING PACKAGE INCLUDING FIXTURES, LAMPS & POLES. GC TO PROVIDE ELECTRICAL & FOUNDATIONS AND INSTALL LIGHTS. SITE LIGHTING PACKAGE SIGNAGE PACKAGE 41) 4E0 CEO 'Z <ED OD A COMPLETE LIGHTING PACKAGE INCLUDING FIXTURES, LAMPS, TIME CLOCKS CLOCKS, CONTRACTORS AND PANEL PROVIDED AND INSTALLED BY GC. A COMPLETE I-WAC PACKAGE INCLUDING UNITS, DIFFUSERS, AND DUCTS PROVIDED AND INSTALLED BY G.C. KA LU A COMPLETE EXTERIOR & INTERIOR SIGNAGE PACKAGE. SEE PLANS. SIGNS BY VENDOR. ROUGH -IN & FINAL CONNECTIONS BY GC. VENDOR SEE PLANS SEE PLANS SEE PLANS 1 UMMING I S/ CEILING GRID PACKAGE FAUCET PACKAGE DECOR PACKAGE • - •'. I •Ti • - 7� IN IN SEE PLANS AWNING PACKAGE EQUIPMENT SCHEDULE REFERENCE NOTES R EMARKS A COMPLETE CEILING GRID PACKAGE INCLUDING GRIDS & TILES PROVIDED BY AND INSTALLED BY G.C. A COMPLETE FAUCET PACKAGE FOR (OWNER PROVIDED) SINKS. GC TO PROVIDE FAUCETS FOR GC SUPPLIED SINKS, LION. A COMPLETE DECOR/ SEATING PACKAGE. GC TO VERIFY SCOPE OF WORK W/ OWNER PRIOR TO SUBMITTAL OF BID. A C GC O PROV� PROVIDE RO AND OD 47 PACKAGE. N I' N. T s / NFIRM LOCAT ' N r IM N OCAL SWITCHGEAR A COMPLETE SWfTCHGEAR PACKAGE AS NOTED BELOW NOTE 7 AND ON ELEC. DWG'S. ALL EQUIPMENT NOTED AS "INSTALLED BY G.C." SHALL HAVE ALL UTILITIES, CONNECTIONS, LEVELING ADJUSTMENTS, AND FINAL INSTALLATION INCLUDING INITIAL START -UP. COORDINATE INITIAL START - UP WITH KFC CONSTRUCTION SUPERVISOR. CONTRACTOR SHALL FIELD VERIFY ALL EQUIPMENT ELECTRICAL AND PLUMBING ROUGH - IN REQUIREMENTS PRIOR TO ROUGH -IN OF UTILITIES. ASSURE ADEQUATE OVER CURRENT PROTECTION FOR ELECTRICAL EQUIPMENT. 2. PVC CONDUIT FOR SYRUP LINES TO BE SEALED AT EACH END WITH DAP "BUTYL -FLEX" WHITE SEALANT OR EQUAL AFTER LINES ARE IN PLAC EXECUTED BY G.C., E. VENDOR SEE PLANS SEE PLANS FCC ATLAS AWNINGS SEE PLANS 3. WALK -IN COOLER/ FREEZER- G.C. TO PROVIDE COMPLETE INSTALLATION OF WALK -IN COOLER /FREEZER /STORAGE BOX PER INSTRUCTIONS FURNISHED WITH UNIT. THIS IS TO INCLUDE UNLOADING, SET -UP, ASSEMBLY, LEVELING, HOOK -UP AND CHARGING OF REFRIGERANT LINES. 4. 1 /2" FILTERED WATER DOWN WALL WITH BALL VALVE AND (2) 3/8" FLARED COPPER FEMALE FITTINGS. 5. GC TO PROVIDE AND INSTALL LTG. CONTROL PANEL (TO BE FLUSH MOUNTED). REFER TO ELEC. DWG'S. 6. DUCT DETECTOR SYSTEM (SIMPLEX 'SERIES 4000') TO INCLUDE 3 DUCT SMOKE DETECTORS (IDH100ACDC), 3 REMOTE TEST STATIONS (ORTS451) AND .3 ANNUNCIATORS (jRA400Z) FOR FAN SHUTDOWN. REFER TO ELEC. DWG'S. FOR TYPICAL AC WIRING DIAGRAM. 7, SWITCH GEAR PACKAGE TO INCLUDE, BUT NOT LIMITED TO, ONE MAIN DISTRIBUTION PANEL9OARD, 4 BRANCH PANEL BOARDS. GC TO PROVIDE AND INSTALL COMPLETE SYSTEM AND FAN STARTERS AND HVAC DISCONNECTS. 8. SEE PLAN FOR ORIENTATION OF PREP SINK DRAINBOARD AND POT SINK 'WASH SINK' / MOTOR. 9. GC TO CONFIRM TYPE OF FIRE EXTINGUISHERS REQUIRED WITH FIRE DEPARTMENT. EXTINGUISHERS TO BE FILLED AT SITE BY GC. 11 1" HIGH LETTERS ON CONTRASTING BACKGROUND. GC TO CONFIRM "MAX. NUMBER OF OCCUPANTS" WITH FIRE DEPARTMENT PRIOR TO SIGN FABRICATION. EQUIPMENT PLAN NOTES DENOTES KFC KITCHEN EQUIPMENT ITEM. REFER TO DWG K1.1. DENOTES TACO BELL KITCHEN EQUIPMENT ITEM. REFER TO DWG K1.1. 2. ALL WALL MOUNTED EQUIPMENT SHALL BE SEALED TO WALL. 3. ALL FIXED EQUIPMENT SINKS, ETC. SHALL BE SEALED TO WALL. 4. ALL ANNULAR OPENINGS AROUND PIPES AND CONDUIT WHERE THEY PASS THRU WALLS AND /OR FLOOR MUST BE SEALED. 5. SEAL ALL CEILING, WALL AND FLOOR PENETRATIONS. 6. CONTROLS AND OPERATING MECHANISM SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN FIVE POUNDS PER FOOT. 7. CONTRACTOR TO COORDINATE ALL CUTOUT SIZES AND LOCATIONS WITH ACTUAL EQUIPMENT AND MAKE CUTOUT IN FIELD. VERIFY ALL CUTSHEETS W/ OWNER. 8. SEE MECH., ELEC. & PLUMBING DWG'S FOR ELECTRICAL AND PLUMBING REQUIREMENTS. COORDINATE ALL WORK WITH EQUIPMENT AND (E) ELECTRICAL AND PLUMBING. 9. G.C. TO PROVIDE ANCHOR BOLTS OR EQUIPMENT FASTENERS TO SECURE CABINETRY WALLS TO CONCRETE FLOOR SLAB. EXTERIOR AWNING, LIGHT BAND CUPOLA PACKAGE. REFER TO EXTERIOR ELEVATIONS FOR EXTENT. PROVIDED AND INSTALLED BY VENDOR. GC TO PROVIDE ROUGH ELECTRICAL AND MAKE FINAL CONNECTIONS. GC TO PROVIDE & INSTALL 'MAXIMUM OCCUPANCY' SIGN. VERIFY TYPE & LOCATION WITH FIRE DEPARTMENT. REFER TO EQUIPMENT NOTE 111 THIS DRAWING FOR 'OCCUPANCY' SIGN REQUIREMENTS. QUE RAILINGS AND DIVIDER WALLS PROVIDED BY OWNER'S VENDOR. REFER TO DECOR DRAWINGS. SOLID SURFACE COUNTERTOP PROVIDED BY OWNER'S VENDOR. REFER TO DRAWING D1. ELECTRICAL DISCONNECT SWITCH, FOR MULTIPLEX UNIT, MOUNTED ON WALL. PROVIDED AND INSTALLED BY GC. REFER TO ELEC. DWG'S. CURVED DISPLAY SOFFIT. REFER TO DWG A2. CONDIMENT COUNTER. REFER TO DECOR DRAWINGS. BUNDLED SYRUP /WATER LINES IN PVC TUBING. REFER TO DWG A2. S.S. CORNER GUARDS (FULL HEIGHT) AT ALL EXTERIOR CORNERS IN KITCHEN. SUPPLIED AND INSTALLED BY GC. CLEAR LEXAN CORNER GUARDS (FULL HEIGHT) AT ALL EXTERIOR CORNERS IN DINING AREA. SUPPLIED BY OWNER AND INSTALLED BY GC. PLASTIC LAMINATE COUNTERTOP AND WALL CABINETS. REFER TO DWG D1 . MISC. ILLUMINATED INTERIOR / WINDOW SIGNS. VERIFY W OWNER QUANTITY AND FINAL LOCATIONS OF SIGNS. GC TO P ROUGH ELECTRICAL AND MAKE FINAL CONNECTIONS. COMBUSTION AIR LOUVERS FOR WATER HEATER ROOM. REFER TO INTERIOR ELEVATIONS AND MECH. DWGS. KEY NOTES 16 REFER TO DWG'S A1.1 AND A8.1 FOR MOUNTING LOCATIONS OF TOILET ROOM ACCESSORIES. PROVIDE 2X BLOCKING FOR ALL ACCESSORIES' ANCHORS. GC TO PROVIDE REQUIRED ELECTRICAL/ WATER FOR ANSUL SYSTEM AND INSTALL (VENDOR SUPPLIED) GAS SHUT OFF VALVE. WATER LINE SHALL BE 1 " MIN. DEDICATED WITH LOCKABLE GATE VALVE. VERIFY MINIMUM 33 PSI 'FLOWING' WATER PRESSURE. ADJUST WATER SYSTEM AS REQUIRED TO INSURE MIN. PRESSURE. REFER TO HOOD DRAWINGS. INTERLOCK ALL EQUIPMENT UNDER THE HOOD AND SUPPLY AIR FANS WITH ANSUL SYSTEM SUCH THAT THESE DEVICES SHUT DOWN UPON ACTIVATION OF THE ANSUL SYSTEM. EXHAUST FANS TO REMAIN RUNNING. REFER TO DWG. H4. EXTERIOR TRASH RECEPTICLES W /SELF CLOSING LID SUPPLIED BY OWNER,INSTALLED BY GC. PROVIDE 4" CONC. PAD UNDER RECEPTICLES WHEN LOCATED IN LANDSCAPE AREAS.REFER TO SITE PLAN FOR QUANTITY AND LOCATIONS. RECESSED WALL CABINET, WITH P. LAM. DOORS, TO HOUSE COMPUTER, DATA AND POS TERMINALS/ CONDUIT FEEDS. REFER TO DETAIL 9/D1.2. GC TO PROVIDE & INSTALL RECESSED KEY BOX PER FIRE DEPT' S REQT' S. PROVIDE 2" DIA. HOLE WITH RUBBER GROMMET IN COUNTER. VERIFY LOCATION W/ OWNER. 5S 'PAR' CHASE SUPPLIED WITH I- LINES 1`j7> TO DWG E6 FOR COMMUNICATIONS' REOT'S. ICE) SS 'POS/ SECURITY' CHASE SUPPLIED WITH I - LINES arg> O'. REFER TO DWG E6 FOR COMMUNICATIONS' REQT'S. 8" 0 SS EXHAUST DUCT UP FROM STEAM CABINET HOOD. REFER TO MECH. DWG'S. REFER C 42 " ) S -6" HOOD _ .��. _ - " __ 1111 - .���1 C(CHX.) EQUIPMENT PLAN • I ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 16038 INTN'L BLVD. 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BOOTH SEATS AND TABLES KFC APPROVED DECOR PACKAGE(VERIFY WITH OWNER) SEATING PACKAGE (72 SEATS) BY SEATING VENDOR, INCLUDES: TABLES, FRAMES, CHAIRS, STOOLS, TRASH ENCLOSURES, CONDIMENT COUNTER, QUEUE RAIL, LADDERS. FRONT COUNTER SEE 16/D1.1 . CURB & PONY WALL BY GC, COUNTERTOP BY OWNER O ARTWORK ITEM REFER TO PLAN, INTERIOR ELEVATIONS & SCHEDULE FOR LOCATIONS NQTE; REFER TO "FINAL FURNITURE DRAWINGS TO VERIFY FINISHES, LOCATIONS, LAYOUTS ETC. ARTWORK SCHEDULE ( REFER TO DWG. A8 FOR LOCATIONS) l (:). QTY. REM REMARKS O 1 MURAL Et 1 KITCHEN WORKER (12"W X 10 "H) 0 1 COLONEL WITH CANE (10'YII X 12"H) e 1 50 YEARS (101W X 12"H) 1 1 1 1 1 SIGN (221W X 24 "H) 2 FINGER LICKN ELEVEN HERBS KFC DINING ROOM (14"W X 12 "H) 1 COLONEL WITH KIDS (14 NV X 12 "H) COLONEL STORE FRONT (24"W X 28"H 1 SECRET SPICE (22"W X 18.5 "H) 1 SANDERS COURT (31"W X 17.5'H) 1 ORIGINAL BUCKET (22"W X 21.5 "H) PRESSURE FRYING (24.5"W X 20 "H) 1 HERBS AND SPICES (36"W X 48"H) 1 SANDERS COURT (60"W X 12"H) WE DO CHICKEN RIGHT • ENLARGED FLOOR PLAN off 67? SEATING & DECOR PLAN DECOR PLAN NOTES . DECOR PACKAGE TO BE SUPPLIED AND INSTALLED BY OWNER'S DECOR VENDOR. REFER TO DECOR VENDOR'S DRAWINGS FOR SCOPE OF WORK AND RESPONSIBILITIES, UON. GC RELATED WORK AND FINAL DECOR LAYOUT SHALL BE CONFIRMED BY THE GC WITH DECOR VENDOR PRIOR TO DELIVERY OF DECOR PACKAGE. 2. ALL DIMENSIONS FOR DECOR CORE DRILL PLAN SHALL BE FROM FACE OF FINISH. CORE DRILLING FOR ALL DECOR ITEMS SHALL BE BY DECOR VENDOR. NO CORE DRILLING SHALL COMENCE WITH CONFIRMATION OF DIMENSIONS. REFER TO DETAIL 9/D1.1 FOR TYPICAL CORE DRILL. 3. VERIFY ALL DIMENSIONS WITH SEATING VENDOR PRIOR TO INSTALLATION OF DECOR PACKAGE. 4. TILE CHIPPING AROUND CORE DRILL HOLES FOR SEATING FIXTURE WILL NOT BE ACCEPTED AND SHALL BE REPLACED BY GC. GC SHALL GROUT HOLES, FLUSH WITH FLOOR TILE. 5. GC TO INSTALL OWNER SUPPLIED ARTWORK AND WORD DECALS TO WALL AND GLASS SURFACES. GC TO INSTALL OWNER PROVIDED MW MURAL. 6. GC TO 'SEAL' ALL DECOR ITEMS, INCLUDING BUT NOT LIMITED TO SETTEES, BOOTHES, ARTWORK, ETC, THAT ABUTS WALL OR CEILING FINISHES WITH CLEAR SILICONE BEAD. 7. DECOR VENDOR TO SUPPLY AND INSTALL DINING ROOM WAINSCOT, CHAIR RAIL AND VINYL WALL COVERING. GC SHALL 'SIZE' GYP. BD. WALLS FOR VINYL. 8. GC TO PAINT 18" HIGH UPPER WALL ACCENT BAND. DECOR VENDOR TO SUPPLY AND INSTALL 3/4" OAK TRIM. 9. NOT USED. - 1 O. LIMITS OF CHAIR RAIL AS INDICATED BY— . (H) SYMBOL DENOTES A HIGH TABLE OR DINING COUNTER WITH STOOLS. SYMBOL DENOTES A HANDICAP ACCESSIBLE TABLE (MIN. OF FOUR REQ'D.) SCALE: 1 /4 =1' —O" 12 NOT USED NOT USED 14 NOT USED "KFC" SERVICE COUNTERTOP (P1-2) VENDOR. GC TO CONSTUCT PONY DETAIL 16/ D1.1. GC RESPONSIBLE OF PONY WALL WITH VENDOR PR KEY NOTES (KFC) 42" HIGH TABLE (PL -6/ PL -7). (KFC) BOOTH / SETTEE COUNTERTOP (PL -6/ PL -7). NOT USED. NOT USED. NOT USED NOT USED OMIT CHAIR RAIL AT SIDE AND REAR WALLS SURROUNDING DRINK STATION. EXTEND WALL TILE FULL HEIGHT. ALIGN FACE OF DECOR DMDER WALL WITH FACE OF WALL FINISH. "KFC" CHAIR RAIL (PL -1) & UPPER WALL VINYL (W -2). REFER TO DETAILS 11A, 12/ 01.2 AND DWG'S A8, A9.1. NOT USED C ri pe ° 44 41A0 ItU SUPPLIED AND INSTALLED BY DECOR WALL/ CONCRETE CURB. REFER TO FOR CONFIRMING DIMENSIONAL LAYOUT TO FABRICATION OF COUNTERTOP. • V ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 16036 INTN'L BLVD. TUKWILA, WA 98188 Pit Ofi1E EGISTERED CHITECT WASHINGTON Rff NW OE SEATING & DECOR PLAN 06.0 * C O P Y R I G H T * 1 4 1 1P111541 PIIIIwv W 41111rC wNCws w10wf Mt 110 14111D IN IN NNW WNW IMMO Halliall.10 If KIM MIMS OMNI OLYM P I C ASSOCIATES COMPANY Four SUSMITAL RENON SEP 1 0 2003 NNW COMA D1.0 I 9 NOT USED CUSTOMER SCHEDULE FINISH- SEE DETAIL 2/D1.2 FOR COLORS AND PATTERN AT KFC "ORDER" COUNTE COVE BASE DETAILS SERVICE CTR NTS SOLID SURFACE OVER 3/4" PLYW SUBSTRATE SCHEDULE FINISH - SEE DETAIL 2/D1.2 FOR COLORS AND PATTERN CONC. CURB PL -2 REFER TO DETAIL 6/S1.1 FOR CONC CURB "KFC" RAISED COUNTER V GYPSUM BOARD KITCHEN 1 /2" COX PLYWD. FRP OVER GYP. BD. WOOD STUDS PER PLAN SEE DWG. Al 5/8" CEMENT BD. TO 12" ABOVE FLOOR- ALL WALLS. EDGE MOLD TREATED 2x WOOD SILL ANCHOR TO SLAB COVED TILE BASE PER SCHEDULE NTS 17 18 20 X N) QUEUE RAIL DIVIDER WALL SECTION 3" BULLNOSE Co z L • 36" IP L 41 E FRP OVER GYP. BD./ CEMENT 8D. COVED TILE BASE 4 . • SEE 'LAN ARCH ELEMENT WHERE NOTED. SEE DWG D1.2 PLASTIC LAMINATE, BOTH SIDES. • • 'KFC" FRONT COUNTER • 4 STEEL SUPPORT alms DINING — SOUD SURFACE OVER 3/4" PLYWD. SUBSTRATE SS FRAME 2" DIA. METAL PIPE QUEUE RAIL, BRUSHED S.S. — 6" RADIUS TYP. CORE DRILLED INTO CONC. SLAB 3/4 " =1' -0" 4 -5/8 4-5/8 ALUM. EDGE MOLDING CUSTOMER 3/4 " =1' -0" J J SCHEDULE FINISH OVER GYP. BD. /CEMENT BD. OVER z 1/2" CDX PLYWD.— SEE DETAIL 2/01.2 FOR COLORS ANQ cL CO UNTER AT KFC "ORDER c m 13 15 1 6 NOT USED • • .. . • : .. TABLE SUPPORT DETAIL 41 3 1/2" DIA. STEEL SUPPORT PLATE STEEL SUPPORT TILE GROUT, FLUSH W/ FLOOR TILE. BY GC. FLOOR TILE BY GC. CONCRETE SLAB • POUR -ROCK 3/4 " =1 - 0" IMMO CLEAR SEATING PACKAGE FINISH SCHEDULE w m t SERVING COUNTER DETAIL p 032e'! 1 5' -10" LOWER COUNTER `/ / MENU BOARD BULKHEAD WALL CURVED SOFFIT ABOVE COUNTER REFER TO DETAIL 7 /A2A RAISED COUNTER CITY Of T ' W A APPROVE SEP 3 0 2T33 • 3/8 " =1' -0 ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 16036 INTN'L BLVD. TUKWILA, WA 98188 SEATING & DECOR PACKAGE SCHEDULE & DETAILS RN Mt '& * C O P Y R I G H T * III& 4113 01111100111 012 Walt MR ID IR M w w w NM mow wnw NONweNNw ar AMC ors MIRE 11 .40411 IOU W — 1 1 MOOD OLYMPIC ASSOCIATES COMPANY EGISTERED CHITECT WASHINGTON mow Pow summit SEP 1 0 2003 mmurrom 01.1 Mkt: MN ICU RN MO: 1 NOT USED NOT USED NOT USED t RECESSED GRATE 1 " DRAIN HOLE - CONNECT TO FLOOR SINK SECTION 3' -O" 4 ,. t LIP A iHHHHOIflIIIIIIIIII!! dig111111111111111111111111111 ■.■.■■■■uuiui. ............. NOTES: 1. COUNTER CUTOUT FOR ICE TROUGH TO BE TO BE 3'- 0 X73/4" 2. GRATE SPACERS TO HAVE 1 " SEPARATION TO ALLOW ICE TO FALL THROUGH. TROUGH DRAIN AT SELF SERVE +'_1'- yr. molar OW. p I Lur 18 3 1 /2" ACCESS HOLE W/ GROMMET 2" SS - CTR LIP COUNTER TOP LAY -OUT NTS DENOTES CUTOUT IN STAINLESS STEEL COUNTERTOP BY CAB'T MFR. GRIND ALL EDGES SMOOTH. 3/4 " = 1' - O" 1 1 /2 " =1' -O" 13 14 15 16 or MELANINE CONT. 11/2"X11/2 STL ANGLE NOT USED i // P. LAM " 4/,/, OVER 3/4" / 7/1 STL ANGLE 2 BRACKET PER PLAN OFFICE CABINET VINYL W -2 • 1 6" 1/4" CHAMFER -- \ \N E.L. 3' -6" T.O. CHAIR RAIL • • I I I I I I I I u DINING ROOM CHAIR RAIL 3/4' (0 (0 5/16" NTS (21 ADJ. HELF (MELANINE P.LAM 1/4"0 X 4" SS PULL, TYP. P.LAM FACE 1 1/2 "o SS STL POST PER PLAN ANCHOR TO FL CHAIR RAIL MARMOLEUM f W N.T.S. 10 NOT USED 0 N 48" ,o' COVED BASE TILE FIELD TILE & 1 "x6" BULLNOSE — EDGE TILES. BY GC KFC SERVICE COUNTER ELEVATION T h 11 KFC DINING DIVIDER WALL ELEVATION DIVIDER WALL ELEVATION QUEING • mho N d 65" a lot— B -1 DIE PANEL BYVENDOR 5 ACCENT TIL S BY GC T -6 n 170" 40" PL T -7 150" u SEE SCHEDULE 2/D1.1 FOR DECOR FINISHES. SEE SCHEDULE 2/D1.1 FOR DECOR FINISHES. n SEE SCHEDULE 2/D1.1 FOR DECOR FINISHES. 65" SIM. MARMOLEUM 1 /2 " =1' -0" PLASTIC LAMINATE if TOP CAP I w- PL -5 II E--an• ALUMINUM ANGLE EDGES CITY Of TUWILIA SEP 302n oks PLASTIC LAMINATE TOP CAP — PLASTIC LAMINATE 1 /2 " .= -O" PL -5 IP L — 4 E--� ALUMINUM ANGLE EDGE 1 /2 " =1' -0" I ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 16038 INTN'L BLVD. TUKWILA, WA 98788 EGISTERED CHITECT WASHINGTON SEATING & DECOR DETAILS 06.09.03 Oat ROT MME: Pig —I PIN F OLY M P I C ASSOCIATES COMPANY Darr sOrrrK SEP 1 0 2003 PoseirCenell IBISOI *C 0 P Y R I C H T a k 10 II 1_ m m N � ws 0 w PIM WNW 11111161 A11 IW MPI 0 011101111 D1.2 p • SYMBOL & ABBREVIATION MECHANICAL SYMBOLS DESCRIPTION GENERAL NOTES 1. THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2001 UNIFORM MECHANICAL CODE, AND ALL OTHER APPUCABLE CODES AND REGULATIONS. AS ADOPTED BY LOCAL PERMITTING JURISDICTION 2. PERMITS AND INSPECTIONS SHALL BE OBTAINED BY THE HVAC CONTRACTOR. 3. THE HVAC CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO SUBMITTING HIS BID IN ORDER TO VERIFY ALL EXISTING FIELD CONDITIONS, THE HVAC DRAWINGS ARE ESSENTIALLY DIAGRAMATIC AND ANY OFFSETS DUE TO EXISTING CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. WITHIN 14 DAYS AFTER AWARD OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT (5) FIVE COPIES OF REQUIRED SHOP DRAWINGS, MATERIALS LISTS AND EQUIPMENT SPECIFICATIONS OF ITEMS PROPOSED FOR INSTALLATION. 5. ALL SUBSTRUfON INQUIRIES SHALL BE MADE A MINIMUM OF 14 DAYS PRIOR TO BID DATE. 6. COORDINATE ENTIRE INSTALLATION OF THE HVAC SYSTEM WITH THE WORK OF ALL OTHER TRADES PRIOR TO MY FABRICAITON OR INSTALLATION. PROVIDE ALL FITTINGS, OFFSETS AND TRANSITIONS AS REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 7. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL CEIUNG DIFFUSERS, REGISTERS AND GRILLES. 8. CONTRACTOR SHALL COORDINATE WIRING, FUSED DISCONNECT SWITCHES AND CONDUIT REQUIREMENTS WITH ELECTRICAL CONTRACTOR. 9. THE EXACT LOCATION OF ALL. MECHANICAL EQUIPMENT SHALL BE VERIFIED WITH THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK. 10. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PROVIDE ALL FITTINGS. TRANSITIONS, DAMPERS, VALVES, AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. 11. MAINTENANCE LABEL SHALL BE AFFIXED TO ALL MECHANICAL EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE OWNERS USE. 12. ALL HVAC EQUIPMENT SHALL BE CERTIFIED BY THE STATE ENERGY COMMISSION TO COMPLY WITH ADOPTED EFFICIENCY STANDARDS. 13. ALL DUCTWORK SHALL BE CONSTRUCTED, SEALED, ERECTED AND TESTED IN ACCORDANCE WITH CHPT. 6 OF UMC. THE MOST RESTRICTIVE OF LOCAL REGULATIONS, PROCEDURES DETAILED IN THE ASHRAE HANDBOOK OF FUNDAMENTALS. OR THE APPUCABLE STANDARDS ADOPTED BY THE SHEET METAL AND MR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. 14. DUCT WORK HANDUNG CONDITIONED AIR SHALL BE INSULATED OR UNED. INSULATION SHALL BE 1" THICK, 3/4 lb. PER CUBIC FOOT DENSITY WITH MINIMUM R =2.1, EXCLUDING FILM RESISTANCE. ALL DUCT WORK EXPOSED SHALL BE INTERNALLY UNED. ACOUSTIC UNER SHALL BE IN THICK WITH R =2.1 MINIMUM. 15. MAKE CONNECTION TO CEIUNG DIFFUSERS WITH INSULATED "GLASSFLEX" LOW PRESSURE FLEXIBLE DUCT. PROVIDE 5' -0" LENGTH MAXIMUM. 16. ALL DUCT DIMENSIONS SHALL BE INSIDE OF DUCT UNLESS OTHERWISE NOTED. 17. PAINT INSIDE OF DUCT FLAT BLACK WHERE VISIBLE THRU MR OUTLETS. (VISIBLE UNER SHAIJ. HAVE BLACK FACING) 18. MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES TO INDIVIDUAL DIFFUSERS, GRILLES AND REGISTERS. 19. DUCT SMOKE DETECTOR SHALL BE SUPPUED BY THE CONTRACTOR, INSTALLED IN THE SUPPLY AIR PLENUMS AND SHALL DEACTIVATE ROOFTOP HVAC UNITS UPON SENSING SMOKE PER UMC 608. 20. ALL DAMPERS TO BE ACCESSIBLE THOUGH FELT STRIPPED ACCESS PANEL IN DUCT AND SHALL BE THE FULL SIZE OF THE DUCT, CONSTRUCT WITH CHANNEL FRAME AND TAG FOR EASY IDENTIFICATION AFTER INSTALLATION. 21. HVAC UNITS SHALL BE MOUNTED LEVEL VERIFY MIL. CURB AND ROOF SLOPE PRIOR TO UFTING HVAC UNITS INTO PLACE. 22. FLEXIBLE DUCTS SHALL BE FACTORY FABRICATED INSULATED LOW PRESSURE DUCT WITH NE FOLLOWING CHARACTERISTICS: A. ZINC COATED SPRING STEEL HEUX WITH (1) ONE INCH THICK FIBERGLASS INSULATION. SHEATHED IN A SEAMLESS VAPOR BARRIER JACKET. B. INTERIOR FIRE RESISTANT COATED TO PREVENT FIBER EROSION. C. CLASS 1 WITH A FLAME SPREAD OF 25 OR LESS, SMOKE DEVELOPED OF 50 OR LESS AS DEFINED IN NFPA -90(A) AND BEARING A U.L_ LABEL 23. PROGRAMABLE THERMOSTAT SHALL BE PROVIDED WITH AN AUTOMATIC CHANGEOVER FEATURE. FAN ON -AUTO SWITCH. 24. ALL UNE AND LOW VOLTAGE WIRING SHALL BE INSTALLED IN A CONDUIT. ALL CONDUITS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AS INDICATED ON THE ELECTRICAL DRAWINGS OR AS SPECIFIED IN THE ELECTRICAL SECTION OF THE SPECIFICATIONS. ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPUCABLE CODES AND REGULATIONS OF GOVERNING BODIES HAVING JURISDICTION THEREOF. 25. FIRE DAMPERS AND /OR COMBINATION FIRE SMOKE DAMPERS SHALL BE FRONDED FOR ALL DUCT PENETRATIONS (IF ANY) THROUGH RATED WALL OR CEILING CONSTRUCTION. PER UMC 605 AND UBC 713.10, 713.11. LOCATION OF RATED CEILINGS AND WALLS ARE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 26. ENCLOSE ENTIRE GREASE DUCT FROM HOOD TO EXHAUST FANS IN U.L. USTED (1 HR RATED) FIRE SHAFT. 27. ELECTRICAL CONTRACTOR SHALL PROVIDE WP /GF1 ELECTRICAL RECEPTACLE WITHIN 25 FEET OF ROOF EQUIPMENT FOR SERVICE PER UMC 306.3. 28. IDENTIFY HVAC EQUIPMENT AS TO THE AREA BEING SERVED PER UMC 310.3. 29. COMMERCIAL KITCHEN HOODS AND KITCHEN VENTILLATION SYSTEMS SHALL COMPLY WITH UMC 507. 508 AND 509. 30. MECHANICAL CONTRACTOR SHALL PROVDE A CERTIFIED MR BALANCE REPORT FOR HVAC SYSTEM AND KITCHEN HOODS PRIOR TO FINAL MECHANICAL INSPECTION PER UMC 508.10. 31. THE CONTRACTOR SHALL PROVIDE A SET OF AS -BUILT DRAWINGS SHOWING THE LOCATIONS OF ALL EQUIPMENT AND INDICATING ALL CHANGES MADE DURING CONSTRUCTION AND ANY DEVIATIONS FROM THE MECHANICAL DRAWINGS. AS -BUILT DRAWINGS SHALL BE DONE WITH AUTOCAD PROGRAM. 33. HOOD MAKE -UP AIR SYSTEMS SHALL BE INTERLOCKED WITH SHUT TRIPPED BREAKERS SO AS TO AUTOMATICALLY SHUT DOWN UPON ACTIVATION OF ANSUL SYSTEM. Newman 771 T D ---- D ----- 0 ---- DL--- SA/SUP SUPPLY AIR (RISE /DROP) RA/RET RETURN MR DUCT (RISE/DROP) EA/EXH EXHAUST AIR DUCT ( RISE/DROP) CD/SR CEIUNG DIFFUSER/SUPPLY REGISTER (ARROWHEAD REPRESENTS NUMBER OF THROW) ER /EG EXHAUST REGISTER /GRILLE FIRE DAMPER DUCT UNING (1" THICK UNLESS OTHERWISE NOTED) SINGLE UNE DUCT BRANCH TAKE -OFF DUCT TRANSITION (RECTANGULAR TO ROUND) FLEX FLEXIBLE DUCT (5' -0 MAXIMUM) PROGRAMABLE THERMOSTAT, HONEYWELL T -7300. T HERMOSTAT SENSOR (REMOTE) MR OUTLET /INLET DESIGNATIONS- SUPPLY, R- RETURN. E -EX AIR QUANTITY IN CFM AC MECHANICAL EQUIPMENT DESIGNATION 1 DESIGNATED NUMBER A/C , AC MR CONDTIIONING RECTANGULAR DUCT ELBOW WITH TURNING VANES Ft FLEXIBLE CONNECTION MVD MANUAL VOLUME DAMPER T -STAT T -STAT DUCT MOUNTED SMOKE DETECTOR. D CONDENSATE DRAIN OIk D IAMETER DL DOOR LOUVER UC DOOR UNDERCUT (3/4" MINIMUM) FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. FURNISHED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. ROD • BACK DRAFT DAMPER CB CIRCUIT BREAKER CLG. CONN. CEIUNG CONNECT /CONNECTION CONT. CONTINUATION CON1'R CONTRACTOR CFM CUBIC FEET PER MINUTE DET. DETAIL DISC. DISCONNECT DTR DOWN THRU ROOF EF EXHAUST FAN EXISTING GA. GAGE /GAUGE GC GENERAL CONTRACTOR HVAC HEATING, VENTILATING, AND AIR CONDITIONING MFR. MANUFACTURER MECH. MECHANICAL (N) NEW OUTSIDE AIR OBO OPPOSED BLADE DAMPER S/S STAINLESS STEEL TYP. TYPICAL UON UNLESS OTHERWISE NOTED UTR UP THRU ROOF 120 7-01 • MARK RTU -1 RTU -2 RTU -3 MARK EF -1 GEMINI EX -UP -24 MANUFACTURER AND MODEL NO. EF -2 EF -3 EF -4 • SF -1 SF -2 YORK YORK DH102 MARK S -1 S -2 S -3 S -4 S -5 S -6 S -7 R -1 R-2 E -1 E -2 MANUFACTURER AND MODEL NO. YORK DH090 CFM 3600 3600 525 500 3600 2880 .B ABAS: 1. REFER TO HOOD MFR DWG'S FOR UL USING DATA, 2. VENTED ROOF CURB & FAN SUPPLIED BY HOOD MFR, INSTALLATION BY MECH. CONTRACTOR. 3. MFR. SUPPUED ROOF CURB FOR SLOPED ROOF. 4. WASHABLE AIR FILTER 5. FLASH CURB WATER TIGHT INTO ROOFING. 6 2" THICK 30%, PLEATED FILTERS. 7. ANTI RECYCLE TIMER. 2 10 5 18"X18" 14"X14" 24x24 24x24 1 2 1 3 2 4 2 1 ITEM EF -1 EF -2 EF -3 EF -4 SF -1 SF -2 RTU -1 RTU -2 RTU -3 TOTAL 600 600 ESP INCHES 1.5 1.5 0.5 0.375 0.5 0.5 NECK SIZE DIFFUSER FACE OR COUNG GRID SIZE (INCHES) 14 "x14" 24x24 12 "x12" 24x24 10 "x10" 24x24 10"X10" 6"X6" • 22 "x22' 20"X20" 8"X8" 6'X6' 1. EXHAUST REGISTERS IN 2. ALL DEVICES SHALL BE 3. PAINT VISIBLE INTERIOR 4. ACCEPTABLE ALTERNATE CFM 2600 2600 3000 FAN RPM 1203 1203 1050 1236 730 550 WIW SP - .5 . 5 . 5 OF w - HP 3 3 0.25 1/4 1.5 0.75 11X11 24x24 24x24 10X10 8x8 OA NM MO 3600 2880 600 600 600 8280 0.A. 500 SUPPLY AND EXHAUST FAN SCHEDULE VOLT / 208/3 208/3 120/1 120/1 208/3 208/3 W U) TYPE w cc cr X X X • X X X X WNW X X X X RA 4E80 .11•0 -- 2000 2000 ACCESS X X X X X X - WPM COOUNG cArAcmr ' f. MOH TOTAL 11.5 11.5 11.5 HVAC UNIT SCHEDULE 90 74 X X X X X X X X X X X AIR DEVICE SCHEDULE PATTERN CFM RANGE 4W 500 4W 300 -440 4W 180 -220 1W 880 1W 490 2W CORNER 220 1W 80 -100 1200 1000 • 200 100 NM an. I•M mob -- 2600 2600 3000 .r w INPUT 120.000 120,000 120,000 0 MOUNTING W La- U) CL a V) DUTY X X X X X X X X 3600 3600 525 500 Ire OD Ow ova HEATING CAPACITY BTUH GEMINI EX -UP -24 • GEMINI DD -UP -13 PENN ' DOMEX' DXO88 GEMINI SU -FA -1515 GEMINI 225 NESS WNW X x X 2400 ww OUTPUT • 96.000 96.000 96,000 X x X X X X X WWI ammo 8225 +55 4 • 1 1/2 1 1/2 2 • X X EA PRESSURE ELECTRICAL DATA - • X X 208 208 208 3 • AIR BALANCE SCHEDULE CFM 50 42 3 3 50 50 MANUFACTURER (SEE NOTE 14) TITUS TITUS Trrus TITUS TITUS TITUS TITUS TITUS TITUS TITUS 42 44 1300 1300 1400 225 225 175 100 325 1120 MODEL NO. MCD MCD MCD SURFACE MOUNTED CEIUNGS TO BE PROVIDED WITH OPPOSED BLADE DAMPERS OF AUUMINUN CONSTRUCTION WITH MFR. STANDARD WHITE FINISH. COMPONENTS OF RETURN AIR GRILLE FLAT BUCK. MANUFACTURERS- METAVAIRE. GC TO INSURE THAT SUBSTITUTED REGISTERS MEET THE CRITERIA LISTED ABOVE. REMARKS 3,5,6,7,10,11,12 REMARKS 1. 2, 5. 6, 8, 9. 13 • 3. 8, 9. 13 8. ROOF CURB AND FAN BY VENDOR, INSTALLATION BY MECH CONTACTOR. 9. WEATHERPROOF DISCONNECT SWITCH 10. PROGRAMABLE THERMOSTAT W/ LOCKING COVER & REMOTE SENSORS. 11. RTU UNITS TO INCLUDE MFR.SUPPUED ECONIMIZERS 13. FAN MOTOR STARTERS SUPPUED BY GC. 14. CURB SEAL. MCD BORDER 13 REMARKS BORDER 13 MCD BORDER 13 MCD BORDER 13 BORDER 13 BORDER 13 MCD BORDER 11 4F BORDER 13 4FF W/20X20 FILTER BORDER /3 4F BORDER 11 BORDER 11 SUPPLIED BY 0 SUPPLIED BY GC Io SUPPUED BY GC SEPARATE PERMIT AND APPROVAL REQUIRED ARCHITECTURE ENGINEERING PLANNING ktANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 MECHANICAL SCOPE, SCHEDULES & GENERAL NOTES IR 15036 INTN1. BLVD. 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NV3 IS(WHX3 01 000H 30NVa HOW lono 3SV380 .Z X.OZ '530Va1 031410 HJJM 1N3w33V1d 311/N1011003 1C-111•11) .o -. I I (Z ' I -(U11) Riff► .9-.6+ o SNOI1vA313 10110 Pi INnN31d •io 1101108 •£ 'z 'L - S,f1111 scu s$nN3ld AlddfS V N MUS 03Nf1 .9Lx.9z 'dAl '1131SAS 13(10 3SYMIO 'O3Sn ION ..f • • _ ...•f ZIxOZ • •••• •N• •p N••••••••••• •••• .. •• M♦ M••» NMNM •M •1•IIII•!•w•N••M.»«•••MN•»• «•«•• _ £--J3 .9 I w • ••• ••••NN•• •••••• ••••••••••••••••••••• ..... •••• •••• ►•g S i ,0•6 1 • •■•••••••••• • _ 4.' i 1 •6•6•6•6, . NMd ONflIJ3 1VOINVH3JI'N £ -1 •id a • GREASE DUCT 0 HOOD TRUSSES NOTE: CONTRACTOR MAY PROVIDE EQUIVALENT UL LISTED 1 HR. SHAFT CONSTRUCTION IN LIEU OF ABOVE IF APPROVED BY THE BUILDING OFFICIAL AND/ OR OWNER. 3" MIN 12" MAX AIR SPACE PER DWG S2 HOUR SHAFT DETAIL V HOOD 1HR. RATED SHAFT 16 GA. WELDED GREASE DUCT 1/4' MAX COMPRESSIBLE FIRE STOP/ SEALANT N.T.S. 19 ' QA FILE NO. WP 1340: 1 HR SHAFT HOOD DUCT ENCLOSURE 5/8" TYPE "X" GYP. BD. ON E.S. 1 5Z8" MTL STUDS 0 24 O.C. W 1 " TYPE "S" DRYWALL SCREWS 8 O.C. °EDGES & 12" O.C. 0 INTERMEDIATE STUDS JOINTS STAGGERED 24 ON OPPOSITE SIDES (NON LOAD BEARING) 16 GA WELDED HOOD EXHAUST DUCT REFER TO MECH DWG'S I ALTERNATE CROSS SECTION OF MAIN HOOD AND GREASE DUCT FLEX DUCT MAX. 5'_O?' ROUND DUCT ADAPTOR FOR RECTANGULAR DIFFUSER CEILING DIFFUSER TOP CONN. N.T.S. ROUND DUCT CONNECTOR PLENUM DIFFUSER NECK A" x B • CEIUNG CEIUNG l 1111aLDAINNEATIQN DISCHARGE HEIGHT TO BE AS DIRECTED BY LOCAL CODES IN Vra■ """j, Ili 4.21 111111111111111111.101. 11-11■1111111111111■._ 3" AIRSPACE TOP CONNECTION 5'— " INIMUM C E DIFFUSER FLEX DUCT MAX. 5' —O" '46% FLEXIBLE DUCT DIFFUSER CEILING DIFFUSER SIDE CONN. • 1 1 EXHAUST FAN PER SCFIEDULE, DWG Mt VENTED ROOF CURB PROVIDE 3" MIN, 12 MAX CLEARANCE FROM GREASE DUCT TO INSIDE FACE OF 1 HR SHAFT. 8"X8" CLEANOUT AND 12"X12"(1 HR. ACCESS DOOR. LOCATE SO AS NOT TO CONFLICT WITH TRUSS WEBS. SUSP. CEIUNG CONTINUOS OVER HOOD. PROVIDE SLOPE PER UMC.507.7 SS CLOSURE PANEL SUPPUED & INSTALLED BY GC. SEAL TO SUSP. CEIUNG GRID SUPPLY AIR PLENUM SUPPLIED BY VENDOR, INSTALLED BY GC. ENTIRE GREASE DUCT SYSTEM FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. Vir.rrirrr►err,r.rrrr r�r ririA rir{ CANOPY gcwwsr HOODS MUST GOO KNNGgEO PM D EDGE OF 1. PULL OUTER INSULATION JACKET BACK AND SLIDE INNER UNE OVER SHEET METAL COLLAR. 3. PULL OUTER INSULATED JACKET OVER SHEET METAL COLLAR AND PLACE A DRAWBAND OVER THE OUTER INSULATED JACKET BELOW THE SHEET METAL COLLAR BEAD. DUCT INSULATION INSTALLATION 4, 14 TEE INSTALLATION INSULATED SUPPLY AIR PLENUM CEILING DIFFUSER DETAIL 13)(!)4•2•113 OUTER INSULATED JACKET INNER DUCT LINER SHEET METAL BOOT COLLAR BEAD DUCT TAPE INSULATION BLANKET BY NAS. INSTALL BY CONTRACTOR SUPPLY DIFFUSER OR RETURN MR GRILLE SHEET METAL BOOT COLLAR BEAD DRAW BAND DUCT TAPE WRAPPED OVER DRAW BAND SUPPLY DIFFUSER OR RETURN AIR GRILLE msS: 1. ALL SHEET METAL FITTINGS AND COLLARS MUST BE COMPLETELY INSULATED. 2. SHEETMETAL TEE MUST BE SUPPORTED WITH A HANGER AT EACH CONNECTION POINT. SPIN—IN FITTING 4. CUT EXCESS DRAWBAND OFF AND WRAP DRAWBAND WITH DUCT TAPE. GALVANIZED STEEL RIGID DUCT WITH SLEEVE INSULATION SUSPENDED CEIUNG LAY —IN CEIUNG TYPE OR SURFACE MOUNTED LOUVERED FACE CEILING DIFFUSER N.T.S. 5' MAX LENGTH. INSULATED LOW PRESSURE FLEXIBLE DUCT, WHERE PERMITTED BY CODE. N.T.S. 2. TAPE INNER — LINER TO SHEET METAL COLLAR WITH DUCT TAPE. DUCT TAPE SHOULD BE WRAPPED AROUND SHEET METAL COLLAR TWO FULL TURNS. • INSULATE TOP OF DIFFUSER. TAPE FOR AIRTIGHT SEAL N.T.S. 4 PERMIT AND APPROVAL RFQUfRED ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE WA. 98109 (206) 285 -4300 IR ROYMR OLYMPIC ASSOCIATES COMPANY 13110111 11111EILL• 15038 INTN'L BLVD. TUKWILA, WA X8168 MECHANICAL CEILINF DETAILS 01+0103 dME Rif lab PIN IOU RIKIKIND MTV A S E P 1 0 2003 PE11w suemmm. * C O P Y R I G H T * DIENFILILYEL-VMEZEN "'/ " '' a lai � 20 2 38 M2.1 Pin Ill • MECHANICAL ROOF PLAN KEY NOTES r ROOF - MOUNTED REFRIGERATION CONDENSING UNITS ON EQUIPMENT PLATFORM. REFER TO DETAIL 12/A3.1. CONFIRM DIMENSIONS OF PLATFORM W/ W.I. BOX MFR. CO OUTSIDE AIR INTAKE FOR ROOFTOP UNIT. MAINTAIN MINIMUM 10' SEPARATION FROM PLUMBING VENTS, FLUES AND EXHAUST FANS. Q ALTERED SUPPLY FAN FOR KITCHEN HOOD. MAINTAIN MINIMUM 10' SEPARATION FROM PLUMBING VENTS AND BUILDING EXHAUST FANS. CIO ROOFTOP UNIT, INSTALL PLUMB AND LEVEL. a LIONS OF�P�L/�►D CONDENSERS. . vi/ ICE T jr4 MACHINE A3.1. CONFIRM TYPE I HOOD EXHAUST FAN W/18" HIGH VENTED ROOF CURB. SUPPLIED BY VENDOR, INSTALLED BY GC. APPLICABLE LOCAL CODES. REFER TO DETAILS 14, 6/M2.1. TYPE N HOOD EXHAUST FAN W/ 18" HIGH CURB.(SUPPUED BY VENDOR, INSTALLED BY GC.) CO SATEUTE DISH LOCATION. REFER TO DWG. A3. Q MNNTAIN MANUFACTURER'S ROOF TOP UNIT MAINTAINANGE CLEARANCE. (36' MINI.) 4E10 WATER HEATER FLUE MIN. 2 ABOVE PARAPET WALL AND MIN. 3'-0` ABOVE COMBUSTION AP INTAKE. REFER TO DETAAS 6 & 7/A3.1 IN ABOR 410 3" VENT THRU ROOF- EXTEND TO TOP O WIN ROOF PARAPET (3' M NICK AI INTAKES WITHIN 10' OF VENT.) REFER TO PLUMB'G DING'S. D ROOF SCUTTLE. REFER TO DM AI 4D EVAPORATNE COOLING - GAS HEATING MAKE UP MR UNIT. iD ROOF DRAIN/ SCUPPER. REFER TO PLMB'S DWG'S AND DWG A3. 011000 TOILET ROOMS' EXHAUST FAN W/ CURB. REFER TO DETAIL 20/A3.1. NOT USED iii B.U. ROOFING VALLEY FLASHING. REFER TO DWG. A3. NO PENETRATIONS SHALL BE PERMITTED IN THIS AREA„ U.O.N. NIEDI PIPE HOOD FOR UTILITIES. REFER TO DETAIL 5/A3.1. 4iDo SF-1 o.A. INTAKE. € SF -2 O.A. INTAKE. ORIENTATE AS SHOWN. SEPARA PERM/7 ,4jn R pP R�AI E � 1 Qu'iRr3 I _..» .. ....w 0 f7 t'3 .ZO/ ■•••••.w. MECHANICAL ROOF PLAN SCALE: 1/4 S ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 NIL PIN Me eor lIS *C w Ille I, 16038 INTN'L BLVD. TUKWILA, WA X8788 0 P Y R I G H T* r! OLYMPIC ASSOCIATES COMPANY I EXPIRES 04-13-04 I TACO MECHANICAL ROOF PLAN 01100.03 PEW 311111110t M3 PLR NW '11 nit itionilLA SEP 1 0 ?003 PIMA/ Cdr MIN 111.1 • SECTION 10060 BASIC MECHANICAL MATERIALS AND METHODS PART 1 • •EMERAL 1.1 SUMMARY A. Taber, in storlsls tools, sad services for a complete Iastsllatioa of equipm eat sad system oontalaed In the Contract Docum sets. •. Principe' features of the work included ere: Nich Iasula ti . , entilating, sir conditioning systems, controls, and mechanical system v Roof curbs for HVAC systems, Intake hoods, louvers, supply tans, and relief vents furnished and set under this Division. Plum bing system and related piping Insulation. Dorn•stic water piping. valves, connections and related piping insulation. Limited area fire protection (sprinkler system ). Refrigerant piping. connsctions, refrigerant end refrigerant charges. Excavating and backfilling for mechanical work; coordinate with Section 02300. Anchor bolts, ele•v••, supports and similar items to be built into concrete or m asonry. Preparation for testing and balance of m echanical systems and correcting doflcisecies. Preparation end submittal of shop drawings and product data. Maintaining a record sot of bluslin• prints and marking thorn to indicate locations of concealed hems, end deviations made to suit conditions and production of mechanical es -built (record) drawings. 1.2 JOB CONDITIONS A. Submittal of bid implies bidder has read applicable paragraphs of the specifications and will be bound by their conditions. LOCAL CONDITIONS A. PART 2.1 S. PART $.1 A. 1. 2. 3. 4. a. 5. 7. 5. 3. 10. 11. Conform with local conditions. Coordinate with local utilities on size of utility services. INTENT A. Th• contract docum ants (drawings and specifications) describe the m echanical work of this project. Any item mentioned in one part shall be as binding as though mentioned in both. 8. Th• contract documents form • guide for com piste m schenical installation. W here an item Is reasonably necessary but not specifically m entioned. such as duct hangers or transitions. piping offsets, drains, etc., for a complete system, provide same. C. Mechanical layouts indicated on drawings are diagrammatic only. Exact locations of ducts. pipes, and equipm ant shall be governed by the drawings of related trades. 1.5 DEVIATION A. No deviations from specifications and drawings shall be made without full knowledge and written consent of Construction Manager. B. Should Contractor find. during progress of work, conditions which dictate • m odiflcstion of any particular requirem ents, report such item promptly for decision or instructions. 1.6 QUALITY ASSURANCE A. Comply with applicable local. state and federal codes. B. Comply with applicable requirem ants of recognized industry associations which promulgate standards for the various trades. C. Employ only qualified journeym en for this work. Em ploy com potent, qualified m echanlcs to supervise the work. 1.7 CODES AND STANDARDS A. Perform work specified in Division 15 in accordance with the applicable codes and standards listed below, and such standards that may be specified In other sections. When these specifications are m ore stringent. they take precedence. In case of conflict, obtain a decision from the Construction Manager. 1. NFPA 54: National Fuel and Gas Code. 2. NFPA 9OA: Air Conditioning and Ventilation System s. 3. NFPA 101: Life Safety Code. 4. Applicable State or City Building Code. 5. Applicable State Mechanical Code. 6. National Standard Plumbing Code ( or Applicable State Plumbing Code). 7. Handicapped Code ANSI A117.1 and ADA 8. Applicable State Energy Code. 9. AGA: American Gas Association. 10. ANSI: American National Standards Institute. 11. AR I: American Refrigeration institute. 12. ASH RAE : Am erican Society of Heating, Refrigeration and Air Conditioning Engineers. 13. ASM E: Am •rican Society for Mechanical Engineers. 14. ASTM : Am •rican Society for Testing and Materials. 15. M SS: Manufacturer's Standardization Society of the Valve and Fitting Industry. 16. NEM A: National Electrical Manufacturers' Association. 17. NFPA: National Fire Protection Association. 18. 8MACNA: Sheet Metal and Air Conditioning Contractors' National Association. 19. UL: Underwriters' Laboratories. Inc. 1.8 COORDINATION A. Carefully examine specifications and drawings to be thoroughly familiar with items which require plumbing or HVAC connections and coordination. B. Coordinate with other Divisions to leave proper chases and openings. Piece outlets, anchors. sleeves, and supports prior to pouring concrete or installation of m asonry work. 1.9 SUBMITTALS A. Submittals are only required for specific item s of equipment or material listed in individual sections of these specifications. B. W ithin 15 days after award of contract for this work, submit a list of proposed m anufacturers (of equipm ent or material to be used) for approval. Subm it this list before submittal of shop drawings and product data. and obtain approval before submitting required Item s. C. Shop Drawings (Not required for Owner furnished equipment, if any). 1.10 DELIVERY AND STORAGE A. Insofar as possible, deliver items in m anufacturer's original unopened packaging. W here that is not practical. cover item s with protective m aterlals to keep them from being dam aged. Use care In loading, transport, unloading, and storage to keep items from being damaged. B. Store items in a clean, dry place. and protect from dam age. 1.11 FIRE RATINGS A. Materials used anywhere in the work must have NFPA ratings as follows: 1. Flom • Spread - Not over 25. 2. Sm oke Developed - Not over 50. 3. Fuel Contributed - Not over 25. B. Materials shall be • •Self Extinguishing." 1.12 PERMITS AND FEES A. Obtain. pay for, and deliver perm its, certification of inspection. and other such items required by the authorities having jurisdiction. Deliver certifications to the Construction Manager prior to Final Acceptance of the work. An Inspection certificate for each class of work requiring inspection must be • subm itted prior to or with the final payment Invoice. The responsible Trade Contractor must make application for the inspection, coordinate same and pay the required inspection fee. 1.13 EXTENDED WARRANTIES W ork furnished under the Contract shall be warranted against defects in workmanship and (Contractor furnished) m aterials for a period of not less than one (1) year, or as otherwise specified, from the date of Final Acceptance of the installation. Defects of workmanship developing during this period shall be remedied. and defective material replaced, without additional cost to Owner. W hen defects in a Trade Contractor's work causes dam age to the work of other Trade Contractors, such damage shall be repaired by the Trade Contractor causing damage and work restored to its original condition, at the expense of the Trade Contractor the caused the damage. 2 - PRODUCTS MATERIALS AND EQUIPMENT A. W Nhin the Contrast Docum ants relating to m 'ebonies' work, manufecturers'noon es, estateg numbers. and other proprietary references to materials and equipment are made. Such references are m ad• to establish the standards of quality and type required, end not to limit com petition. Acceptable manufacturers of com petitnv* products are listed in applicable sections as "approved equals'. Reasonable requests for substitution or additions to "approved equals" will be considered, but the Construction Manager will be the sole judge of eccepteblNty of items proposed as substitutes. rrecognised tes ting laboratory label o ry la bel l whe t abi s are av shall bear UL or other available. 3 . EXECMTIOU LO CATION S �Me chealsal layouts indicated on drawings are diagram at etle. Exact locations of ducts, pipes. and •q•IPm one m ay very because of conflicts with work of ether trades. W ark eel conflict* Where r• ecalieae will net affect operation or appearance of systems. FILE: ktb72HJM4. EDIT: 07 -18-03 • 09:16 BY ER1CL PLOT: 07-18-03 • 0.:14 S . Legate equipment requiring periodic servis's. co that it is readily eseessible. Do not bask u ervice aides to walls, nor place N tee clese to other *Wiwi eat to m site service tat pasties!. Equipm eat service eleareness shell meet m Inlm um acceptable distances as recommended by equipment m saulseturer. 3.2 UTILITIES EXCAVATING AND SACKFILLIN• A. Perform trenehlag exesysting, baskflling for meshes's*, work is accordance with Section 02300 and as set forth below. 1. Perform work necessary for installation of m eshsalasilpium king utilities. 2. Depth of excavation to provide a m "aim um of 3' above top of pipe. Excavation to be serried to a depth of at least 5• below bottom of pipe elevation. FNl below pipe (0•). around pipe, end a minimum of 12 above pipe with sand or Class •B• crushed stone tamped firm and even. Separate topsoil during excavation. Final layer of dirt (12• minimum ) to be topsoil. Trenches le be at least 16. wider then pipe with batterboards placed every 2$'. Baskfilling shall be done to exclude use of reek or stone shove send Of crushed stone. 3.3 CUTTING AND PATCHING A. Repair or replace realise damage caused by cutting In perform me of contract. S . Correct unnecessary damage caused du• to installation of mechanical work. C. Perform repairs with materials whisk match existing and install in accordance with the appropriate section of these specifications. 3.4 CONNECTION TO EQUIPMENT A. Connect or install equipment shown on mechanical drawings that requires plumbing end /or mechanical hookups. 1. Rough -In piping and connect equipm ent. 2. Provide piping, shutoff valves, and unions required for a complete Installation. 3.5 SERVICE OF SYSTEMS A. If equipment is placed in service prior to acceptance of the project by Construction Manager. operate equipment strictly M accordance with m•nufacturer's Instructions. B . Em ploy competent, qualified personnel in operation of the equipment. C. Provide for proper operation and cleanliness. D. Open up equipment for inspection as directed by the Construction Manager. E. Lubricate equipm ent and perform such other maintenance as required to place it in new, defect free, operating condition. PART 1 -GENERAL 1.1 SCOPE OF WORK A. Furnishing of all labor, m starlsls, tools, transportation, services, and related items necessary to complete the Installation of the plumbing system as Illustrated on the drawings and as follows: 1. Hot end cold water systems with complete connections from the water meter to all plumbing fixtures and equipment requiring water connections. 2. Soil, waste, vent and condensate system lines inside and outside the building. 3. Plum bing fixtures, including all the required trim and supports. 4. Trenching and backfilling. 5. Rough -In and final connection to equipment in the kitchen and service area. 5. Final plumbing connections to heating and air conditioning equipment. 7. Meters and utility connections. 5. Gas piping to heating, ventilating and air conditioning units, water heaters, ranges, re- th•rmalizers and fryers. 9. Empty PVC piping in ceiling space for beverage lines. PART 2 - PRODUCTS 2.1 DESCRIPTION END OF SECTION SECTION 15400 PI.UN BINS A. Soil, W este and Vent Piping Below Floor to 5' -0' Outside Building: ASTM C564 or CISPI 301, Standard weight coated cast iron soil pipe and cast iron /neoprene gasket fittings. Yard piping, extra strength vitrified clay pipe and fittings. A.B.8. or P.V.C. Schedule 40 pipe end fittings may be Installed. as approved by local authority in concealed locations only. B. Soil, Waste and Vent Piping Above Floor: ASTM CS54 or C1SPI 301, Standard weight coated cast iron pipe and stainless steel/neoprene gasket fitting, or A.B.B. or P.V.C. Schedule 40. as approved by local authority in concealed locations. C. Hot and Cold Water Piping Above the Floor: ASTM Bea, type 'L' copper. hard drawn. Below ground outside of building: Type "K" soft drawn copper tubing without joints. D. Condensate Drain Piping: ASTM Bee. Type "M' copper with 50/50 sweat solder and wrought copper fittings or P.V.C. schedule 40, as approved by local authority. E. Indirect W este Piping: ASTM BOO, Type 'M' copper with 50/50 sweat solder and wrought copper fittings or P.V.C. schedule 40, as approved by local authority. F. Beverage Line Pipe: Electrical P.V.C. pipe with 30 -inch full 00 degrees sweeps. G. Underground Gas Piping: ASTM A53, Schedule 40 black steel pipe with long radius steel welding fittings including cathodic protection or polyethylene as approved by local gas company and authority having jurisdiction. H. Gas Piping Above Ground: ASTM A53, Schedule 40 black steel with 125 pound black malleable Iron screwed fittings. Install moisture traps on HVAC units. water heater, and kitchen equipment. I. Gas Piping Compound at Joints; in compliance with NFPA Bulletin 054 and local applicable codes and suitable for natural gas service. 2.2 INSULATION A. Insulate all hot and cold water copper piping with at least 112' thick foam rubber or foam plastic type pipe insulation. 2.3 FIXTURES A. All Fixtures: As indicated on drawings with equal products furnished by Am •rican Standard, Kohler or Eljer. 2.4 WATER HEATER A. Provide size as Indicated by American or Teledyne; standard warranty, with parts list and m anufacturer's installation instructions. 2.5 CLEANOUTS, FLOOR DRAINS AND FLOOR SINKS A. All Accessories: As Indicated on drawings with equal products furnished by W ado. J. R. set ith. Josses , or turn being acceptable. 2.5 EQUIPMENT A. Shutoff valves underneath lavatories, tank type water closets. and kitchen equipm ant fixtures: Chrome plated angle stop valves with chrom • plated escutcheon plates end as scheduled on drawings. B . Hose Cocks: As scheduled on drawings; non - freeze, self - draining for exterior locations. C. Vacuum Breakers: As scheduled on drawings. D. Sackflow prevenlers: Watt, Febco, or equal; as scheduled on drawings. PART 3 - EXECUTION 3.1 PIPING A. Run all piping concealed except where otherwise ladicsted on drawings. B . Instal valves, traps, clean -outs end ether apparatus M an easily accessible location. C. Install sell, waste vent offsets and soadeesete drains with a minimum uniform grade of one- eighth to one- quarter lash le the feet. D. IN slntaln het end cold water lines at !emote-Inches apart whore piping Is parallel. E . Provide chrome essetcheen plates when 65 pipes pass through a finished wall. • 3.2 MANGERS AND SUPPORTS A. Seeped copper piping at Intervale not Is exceed 7'-0• and at sash Osage is borisontsl or vertical direction. 3.3 PLUMBING FIXTURES A. Furnish and Install all plum bing fixtures complete with all equlpm eat fittings. trimmings and aecesserlee. S. All Fixtures: Grids A. white. C. Exposed Plplas to Fixtures: A product of the fixture m snufacturer. D. Prevlde fixtures steps sad as equlpm m enuf ent aetared by the fixture m anufaeturer. with m etel - to -m etal seat for ill . 3.4 TEST A. The plumbing system and associated system is subject to final approval of the Owner's Representative sad authorities having jurisdletien. Perform all tests required to show erode compliance as directed. 3.1 CLEANING AND PROTECTION A. After the plumbing piping has been Installed, inspected. and approved, flush the piping system to rem over any foreign m atter from the pipes. W here required. use chlorine or HT solution to sanitize the new piping. PART 1 - GENERAL 1.1 SUMMARY OF WORK B . Submit Product Data. END OF SECTION 3-47,..0 SECTION 16000 HEATING, VENTILATION AND AIR CONDITIONING A. Furnishing of all labor, materials, tools. transportation, services, and related Item s necessary to com pieta the installation of the HVAC system as illustrated on the drawings, together with all necessary auxiliaries and appurtenances. C. Submit Shop Drawings, including mounting and installation details for roof curbs and coordination with roofing system . D. Comply with ASHRAE 15. E. EER: Equal to or greater than prescribed by ASHRAE 90.1, 'Energy Efficient Design of New Building, except Low -Rise Residential Buildings." 1.2 QUALITY ASSURANCE A. Manufacturer's Qualifications: install packaged units, as indicated in the Drawings. in accordance with the M anufactur•r's instructions and requlrem ants. Provide related products and accessories from one manufacturer. Store materials in accordance with manufacturer recommendation protecting from dirt, moisture, contaminants and weather. B . Codes and Standards: Perform all installations In accordance with the latest standards as recognized by ASHRAE, SMACNA and all applicable state and local codes and ordinances. C. Workmanship: Experienced, well - trained workers com patent to complete the work as specified shall perform Labor in conformance with generally accepted trade standards. Install all equipment square and plum b allowing access for proper operation, adjustment and service. 1.3 STRUCTURAL AND SPACE CONDITIONS A. All work shall avoid obstructions and interference with other trades, preserve headroom and keep openings and passageways clear and tree 1.4 VIBRATION AND NOISE A. Install each of the various pieces of equipm ant to operate without objectionable vibration or noise. 1.5 BALANCING AND TESTING A. Test and Balance shall be • performed by a nationally qualified Test and Balance Company contracted directly by the Owner. B . Contractor shall coordinate testing with the Testing and Balance Company. All systems shall be fully operational prior to commencement of testing. Correct all deficiencies noted In the Test and Balance Report within three days or prior to store opening. C. Assum • responsibility for correcting all items det•rm hied to be the result of im proper or incomplete installation. 0. Contractor shall be responsible for providing test reports to the local jurisdiction as required for Certificate of Occupancy. 1.5 CLEAN -UP A. At the corn pletion of the work, clean the area of ell debris such that the Project is left in • neat and clean manner as deemed acceptable by the Owner. 1.7 WARRANTY A. In addition to honoring all Contractor supplied equlpm eat m anutscturers' warranties, the Contractor shall warrant end correct all defects In Contractor supplied m titer's' and all workm anshlp for a period of one • (1) year after acceptance of Project by the Owner. W arranty costs shell include all labor and m storied associated with the correction of work covered under this Contract. PART 2 - PRODUCTS 2.1 ROOF TOP AIR CONDITIONING UNITS, FANS AND AIR OUTLETS A. Shall be as indicated on the Drawings. Air conditioning shall Include h•rd -start kit for low ambient temperature operation. 2.2 DUCTWORK A. Rectangular Ducts Fabrication, General: Except as otherwise indicated. imbricate rectangular ducts with galvanized sheet steel. In accordance with SMACNA . HVAC Duct Construction Standards, Tables 1.3 through 1 -15, including their associated details. Conterm to the require's •nts in the referenced standard for m eta' thickness. reinforcing types and intervals. tie rod applications. and joint types and intervals. S . Kitchen Hood Exhaust Ducts Fabrication, General: Fabricated using 18-gage, carbon steel sheets for concealed ducts and 16-gage stainless steel for exposed duets. Weld and flange seams and joints. Conform to NFPA Standard g5. C. Flexible Ductwork Fabrication, General 1. Factory prelnsulated, spiral helix stool spring permanently bonded to an Interior liner. and sheathed in an exterior reinforced lam looted vapor barrier jacket. 2. Precut lengths of flexible duct with continuous inner liner. factory installed fern ale collars and fastening devices at *ash end. 3. Provide spin extractor/ balancing damper assembly complete with a level position Indicator end p•sitiv• locking device, as Indicated on the Drawings. round dust takeoffs from rectangular mein dusts. 0. Label entire assembly in accordance with UL 131 Class I sir duel regeirem eats sad set have a flame snit smoke spread rating In excess of 21/30 respectively. • w a 3.3 DUCT ACCESS PANELS AND 000R• A. In skeet motel work. hallow sere double eastrustl n of seat e or heavier page material es duel in which installed. preduels by CESCO. Veal Products. Air Silence, or equivalent. 1. Provide Ventlek or approved hiA ee sad latches on all doers; 100 Series hinges end latches en low pressure system deers up to 1$- inches maximum dimension. 200 Series on larger low pressure system doors and 333 Series on high pressure system s 3. Censtruet deers up to 1$- lashes maximum dimension with one Inch overlap fit and 110 Inch flat stockk or by ngle tram and Desiree w►ith - -F larger doors 1/0 -Inch against 1-1/2 o r felt. 3. Door swing to be opposite airflow direction. 2.4 DUCTWORK SPECIALTIES A. Volume and Splitter Dampers 1. Galvanised sheet metal blade end frame with Vsntfabrics Ins.. Ventlok operating hardware. 2. For accessible dam pers. provide 5041 self- locking dial regulators and 0144 self-locking dial regulators for insulated dustwork, 0537 square end bearing. and 0535 spring en bearing. as • licable. 3. For inaccessIble dampers provide •555 or $577 concealed looking damper regulator with bearings as above. r static pressures above 3 -inch W .0.. provide 0540 HIVei dial regulator end •co HIVei end bearng or accessible dam pers. B . V alt1-L•uver Velum • Dampers 1. 15-gouge galvanized steel Tram •. Opposed. 5 -Inch wide, 1$ -gauge galvanized steel blades. Concealed linkage in frame. 2. Titus SAG-35-S, Ruskin .CD351O11D or equal. C. Flexible Connections 1. Provide flexible connectors at the discharge end Inlet of fans, sir handlers, rotating mechanical equipment, and where shown on the Drawings for proper vibration isolation. 2. Neoprene impregnated glass cloth with 24 -gauge galvanized metal frame. Minimum dimensions: 3 -inch metal, 3 -Inch fabric, 3 -inch metal. 3. Duro Dyne •MFN4, V•nttabrics •Ventgias•, 0 Industries. Consolidated Kinetics. Elgen, or equal. D. Backdraft Dampers 1. Provide counterweight type complete with frame, end bearings, counterbalance assembly. blades. and linkage. 2. Install at outside air intakes. exhaust outlets. and where shown on Drawings. 3. Pacific Air Products •PR D- 100AL, Ruskin aCBS -7 or equal by Swartwout, American W arming, or Vent Products. 2.5 DUCT INSULATION A. Acceptable Manufacturers: Provide products of the following m anufacturers, corn plying with specified requirements. Equivalent products of other m anufacturers will be considered in accordance with the 'or equal' provision specified in Section 01000 - timeworn •ntal General Requirements, and the Construction Contract. I . vWNoses-ti, swim r nom uses %..v.p. 2. Johns Manville Corp. 3. C•rtslnteed Corp. B . All Insulation materiel shall com ply with applicable energy conservation regulations for Project location. C. Provide corn posits m echanical Insulation (insulation, ackets. coverings, sealers. m ogees and adhesives) with flame-spread Index of 26 or less, and smoke-developed index of 60 or less. as tested by ASTM E84 (NFPA 255) method. D. Provide staples, bands, wires, tape. anchors, corner angles and similar accessories as recom m ended by insulation m anufecturor for applications indicated. E. Provide cam ants, adhesives, coatings. sealers, protective finishes and aim liar corn pounds as recommended by insulation manufacturer for applications indicated. 2.6 HVAC CONTROLS A. Shall be as indicated on the Drawings. B . Electric and Electronic HVAC Controls: Components and operating features as indicated on the Drawings. 2.7 ROOF CURB A. Manufacturer's standard corrosive - resistant- coated, insulated curb with nailer strip. flashing and counterflashing and cadmium-plated hardware. PART 3 -EXECUTION 3.1 HVAC SYSTEM INSTALLATION. GENERAL A. Sequence. coordinate. and Integrate the various stem ents of m echanical system s. m aterials, and equipment. Comply with the following requirements 1. Coordinate mechanical systems, equipment. and materials installation with other building components. 2. Verify all dim ensions by field measurements. 3. Arrange for chases, slots, and openings in other building corn pononts during progress of, to allow for m echanical installations. 4. Coordinate the installation of required supporting devices and sleeves to be set in poured -in -place concrete and other structural corn pononts. as they are constructed. 6. Sequence. coordinate, and integrate Installations of m echanical rn aterials and equipm ant for efficient flow of the Work. Give particular attention to large equipm ent requiring positioning prior to closing in the building. 6. Where mounting heights are not detailed or dimensioned, install systems, m aterials, and • uipm ent to provide the maximum headroom possible. 7. Coordinate connection of mechanical system s with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies, and controlling agencies. Provide required connection for each serv. S. install ice systems, materials, and equipment to conform with drawings and specs. to greatest extent possible. Conform to arrangements indicated by the Contract Documents. recognizing that portions of the Work are shown only in diagrammatic form . Where coordination requirements conflict with individual system requirements, refer conflict to the Construction M onager for resolution prior to installation. 9. Install systems. materials, and equipm ant level and plum b, parallel and perpendicular to otherbuilding system s and corn ponents. where installed exposed in finished spaces. 10. Install m echanical equipm ant to facilitate servicing. m aintenance, and repair or repiacem ent of equipment corn ponents. As much as practical, connect equipm ent for ease of disconnecting. with m inim urn of interference with other installations. Extend grease fittings to an accessible location. 11. Install systems, m aterials. and equipm ant giving right -of -way priority to system s required to be installed at • specified slope. 3.2 AIR CONDITIONING UNIT INSTALLATION A. Install in accordance with m snufacturer's instructions and corn ply with the following requirements: 1. Provide in eta lie r. layout drawings of units, locations and power requirements to electrical 2. Install m inim urn 30 percent efficiency alrfllters in unit during installation phase. Do not operate the unit without filters in place. 3. Mount rooftop unit on factory built roof -rn ousting tram e. Install roof m ounting tram e level. Secure tram • to structural tram Ing and rooftop unit on fram • as indicated on the Drawings. 4. Install 3-inch long flexible duct connection at inlets and outlets of units. 5. Install condensate drain piping and traps In accordance with manufacturer's Instructions and as shown on the Drawings. All metal piping and supports shall be of sem • m atonal to prevent electrolysis. 6. Control installers shall install thermostat and all wiring associated with control signals into the units. All therm estate shall be located in manager's office with rem ode sensors located in appropriate locations In return ductwork. 7. Install all line voltage power wiring and conduit as indicated on the Drawings and as specified in Division 15 - Electrical. 8. Coordinate with Electrical Contractor to Install a new set of filters three days prior to Substantial Completion review. 3.3 EXHAUST /SUPPLY FAN INSTALLATION, GENERAL A. Install fans level and plumb, in accordance with manufacturer's written instructions. Secure roof - mounted fans to root curbs with cadm ium -plated hardware. B. Provide access space around fans for service and at slntonance, as Indicated on the Drawings and In compliance with applicable Mechanical Code. C. Clean unit cabinet interiors to remove foreign m storied end construction dirt and dust. D. Coordinate with Electrical Contractor to provide electrical power wiring as specified in Diviolon 16 - Electrical. 3.4 DUCTWORK INSTALLATION A. Ductwork Installation, General 1. Ductwork Is g•norsNy diagrammatically indicated on the Drawings and shall be generally Installed as indicated. Do not seam Drawings for exact location of ducts. 2. Install ducts to best suit field conditions and to coordinate with other building corn pononts. Do not Cut Structural m em bore without consent of Construction Manager. Check with Structural Drawings prior to locating penetrations. 3. Duct sizes are indicated as not inside dim ensions on the Drawings. The indicated dim ensions shell be altered at pie job site for the purpose of avoiding interference end ciesrance difficulties to other dim ensions producing the sem s air handling characteristics, provided such altered dimensions are approved by the Construction Manager. SEPARATE PERMIT AND "FOI nj 0 ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 Iw. It OLYMPIC ASSOCIATES COMPANY 16038 INTN BLVD. TUKWILA, WA x8188 L EWrnES 04-13- 04 1 PLUMBING AND MECHANICAL SPECIFICATIONS PIN Sells RR "tilts Sc 0 P Y R I G H T* no JIM MI IN ON w MI UMW Mel Itimt #till W SMIS MUM GNU RIPIr IOW rsrrv... "wMUta S EP 1 0 2003 T ClifftiR M -4 rIR t.„ 1 r S. Neagers sad Supped. 1. Securely fasten all ducts to building construction by means of hangers, supports. W ildes, anchors, and sway braces to maintain duet alignm oat, to prevent sagging, sad go prevent noise and excessive strain on ducts due to movetnial under operating eooditions. 2. Adequately m oval and anchor all material and equipment as required. Include lateral breeing as required to prevent horizontal, seismic m evam eat. Refer to appllesblo Mechanical Code requirem onto and details on Drawings for seismic requirem lots. 3. Do not support ducts from fans or other oquipm sot. 4. Power- driven fasteners shell not be used to support ducts. 5. Support round duct, 30 -Inch and larger, with two hangers at each support point. • . Hangers and supports shell conform to II MAC NA section, 'Hangers and Supports'. Support horizontal ducts with in 2 feet of each elbow and within 4 feet of each branch Intersection using double strap hangers on each side of fitting. 7. Support vertical ducts, passing through roofs with two continuous angles screwed to the duct rt - and From bearing Floor.• to the roof structure, and conforming to SMACNA section •Riser C. Seism lc Supports end Bracing 1. W here required, all ductwork and equipm sot shall be seismically supported and braced per the SMACNA 'Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping Systems', including Appendix E. O. Joints Sealing, General 1. Duct tape shall not be used on duct joints. 2. Transverse joints: All transverse joints including Ductmate type joints on all supply, return, exhaust end outside air intake ducts, sealed using Hardcast Arabol. 3. Interior exposed joints: Seal using water based sealer, Hardcast Iron Grip. 4. Interior concealed joints (above 1 -inch W .O. pressure ductwork): Seal using gypsum impregnated tape and adhesive. 5. Interior concealed joints (to 1 -inch W .0. pressure ductwork): Seal using water based sealer, Hardcast iron Grip. S. Exterior joints (abov• 1 -inch W .0. pressure ductwork): Seal using gypsum impregnated tape and adhesive. 7. Exterior joints (to 1 -inch W .0. pressure ductwork): Seal using oil based sealer, Hardcast Galva Grip or equal. S. Exterior joints: Seal water and to air -tight condition with sealant. E. Ductwork Painting, General - W here the interior surfaces of ductwork are visible through the blades of supply outlets, return inlets. and exhaust inlets. paint interior visible surfaces with one coat of fiat black paint. Bee Section 09905 • Painting. F. Cleaning - Clean the Inside of plenums, casings. enclosures, fans, and accessible ductwork before starting fans. 3.5 DUCTWORK ACCESSORIES, INSTALLATION A. Provide duct -m ounted balancing dampers or attached opposed blade dampers so that each diffuser, grille and register m ay be individually balanced. B. Provide unit opposed blade damper where individual duct mounted balancing dampers are not provided. C. Provide turning vanes In all m listed elbows In all ducts, so that tips are parallal with the sides of the ducts. Vanes shall be single thickness type with extended trailing edge. Tips of acoustical turning vanes on outside radius shall be flush with acoustical lining. D. Provide flexible connections to completely Isolate fans from direct contact with all sheet metal work. E. Provide access panels or doors, as required, for access to valves, controllers, fire dampers. 3.6 DUCT INSULATION, INSTALLATION A. W rapped Ductwork Insulation 1. Application Requirements: insulate the following ductwork as follows: a. HVAC supply ductwork between fan discharge, or HVAC unit discharge, and room terminal outlet. b. HVAC return ductwork between room terminal inlet and return fan Inlet, or HVAC unit Inlet. 2. Insulate each ductwork system specified above with 1 -112 inches thick Insulation and vapor barrier jacket, application limited to concealed locations. B. Lined Ductwork Insulation - Line all supply and return air ductwork, as well as mixed entering air and outdoor air intake ductwork, In exposed areas, outdoors, shafts and plenums, and where indicated on Drawings. with 1 -inch thick semi -rigid fiberglass liner board. C. Install insulation products In accordance with manufacturer's written instructions, and in accordance with recognized industry practices to ensure that insulation serves its intended purpose and as follows: 1. Install insulation on pipe and ductwork systems subsequent to painting, testing, and acceptance of tests. 2. Install insulation materials with smooth and even surfaces. Insulate each continuous run of piping with full- length units of insulation, with a single cut piece to complete run. Do not use cut pieces or scraps abutting each other. 3. Clean and dry pipe or duct surfaces prior to insulating. Butt Insulation joints firmly together to ensure a corn pieta and tight fit over surfaces to be covered. 4. Maintain integrity of vapor - barrier jackets on pipe and ductwork Insulation. and protect to prevent puncture or other dam age. 5. Extend pipe and ductwork insulation without interruption through walls, floors and similar piping penetrations, except where otherwise indicated. S. Protect outdoor insulation from weather by installing outdoor protective finish or jacketing as recom m ended by manufacturer. 7. Replace dam aged insulation that cannot be repaired satisfactorily, Including units with vapor barrier dam age and m olsture saturated units. S. Insulation installer shall advise Contractor of required protection for insulation work during rem cinder of construction period, to avoid dam age and deterioration. 3.7 CONTROL SYSTEMS, INSTALLATION A. Installation 1. Install systems and materials in accordance with manufacturer's instructions end recom m endations, rough -In drawings. and details indicated on the Drawings. 2. Coordinate with Electrical Contractor to Install electrical com ponents and use electrical products corn plying with requirem ants of applicable requirements specified in Division 16 - Electrical. 3. Mount controllers at convenient locations and heights. B. Control W iring - The term 'control wiring• shall be defined to include providing of wire, conduit and miscellaneous materials as required for mounting and connecting electric control devices. C. W (ring System 1. Install corn plots control wiring system for electric control systems. 2. Conceal wiring except in mechanical rooms and areas where other conduit and piping are exposed. 3. Provide multi- conductor instrument harness (bundle) in place of single conductors where number of conductors can be run along common path. 4. Fasten flexible conductors bridging cabinets and doors, neatly along hinge side, and protect against abrasion. Tie and support conductors neatly. D. Start -Up - Start. test and adjust electric control systems in presence of manufacturer's authorized representative. Replace dam aged or m alfunctioning controls and equipment. E. Cleaning - Clean factory- finish•d surfaces. Repair marred or scratched surfaces with manufacturer's touch -up paint. F. Final Ad ustm ant - After corn phonon of installation, adjust therm ostats, control valves. motors and similar equipment specified in this Section. Final adjustment shall be performed by specially trained personnel in direct employ of m anutacturer of primary temperature control system. Control Sequences 1. Rooftop Packaged Units a. Occupied: Energize rooftop units during occupied cycle via manufacturer supplied thermostat. Modulate outside air and return air dampers in sequence and in conjunction with unit's m echenical refrigeration to maintain desired room tem perature via m anufacturer supplied therm ostat. Unoccupied: Maintain outside air damper closed. Cycle unit fan and unit's heating to maintain reduced room temperature of 60 degrees F with unoccupied therm octal. 2. Power Ventilators - Energize exhaust fans during occupied cycle and de- energize during unoccupied cycle vie electronic time clock control. G. b. i END OF SECTION FILE: ktb,7ZM..N14.1.dw9 EDIT: 07 -18 -03 0 09:16 BY ERICL PLOT: 07-18-03 0 08:16 • • tw 4 . *MOM..,...,.... r.,.A... .......,.._1111.._., �..,....,...�... SEPARATE PERMIT AND APPROi'A t RE ActtD armilmoriorianwarmlimm ARCHITECTURE ENGINEERING . PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 Mt POW Mb RR 11b IA I OLYMPIC ASSOCIATES COMPANY 15058 INTN'L BLVD. TUKWILA, WA x8188 I MIRES 04-13-04 1 PLUMBING AND MECHANICAL SPECIFICATIONS MUM a SEP 1 0 2003 Sc miff coast 0 P Y R I G H T* 1111WilaffrlialfiL Alearnin WM In IN Mil MIMI NM OP MIMI MUM 00223 11R !at FIR - I RTIII iiii L.M WOW _Mil W.5):IiiL nal THE HANGER TYPICAL HANGER BRACKET LOCATION s 1/Z 3" AIR -SPACE - 21-- 03 1.d. 1 /2 " =1' -0" Ors Ily JSL a.� 07 Chellid GG1216 0.32 661220 0.41 81bx. GREASE GUZZLER ADJUSTABLE CARTRIDGE FILTER 061616 0.40 0 L lb s. 0.51 EARN AIR SY THE LIGHT AIR FLOW CHARACTERISTICS sst•s. �.i �-- ss''�'�s' ! 'S,II�i .1.441111= 111111=11•111 �r�r 11 WI" ►._. _....■.... 11 - ►:. ti 1 •11•111111111•1111•1111•11 MM. 11•111111•1111 MINIM 11111111111111111 ...■ ■ww 111•111011•11 . . 60 .80 1.00 1.20 1.40 1.60 CFM vs. STATIC PRESSURE CFM PER FILTER 200 250 300 350 400 450 500 550 600 650 700 750 800 EFFECTIVE ARE A QUANTITY ( 12X16 0.33 0.49 0.70 0.90 1.12 1.35 0.20 0.30 0.41 0.57 0.74 0.92 1.15 16x16 0.13 0.19 0.26 0.38 0.50 0.63 0.77 0.90 1.01 1.12 0.09 0.14 0.20 0.26 0.35 0.45 0.55 0.65 0.77 0.88 0.98 1.0 0.09 0.14 0.20 0.26 0.35 0.45 0.55 0.65 0.77 0.88 0.98 1:08 + 0.41 + 3.06 + + 0.09 0.14 0.20 0.26 0.35 0.45 0.55 0.65 0.77 0.88 0.98 1.08 1.19 TOTAL EFFECTIVE AREA ACTUAL FPM TOTAL CFM 3600 f 3.47 1.08 wag smut Nam" CA. WS Oise •71 -+•» • GEMINI AIR SYSTEMS RECESSED FLUORESCENT • MEETS NFPA CODE 96 AND NEC 410 • SPECIFICALLY DESIGNED FOR CANOPY HOODS • FLUORESCENT - 120 VOLTS, 60 CYCLE BALLAST C TOTAL *NAUST _ __., ..r J CP11aiAl A t- 11ELND HO s1m ROOF au1� wn1 OD wLFJR. r- -- ILrrr room, -,r-J DIMENSIONAL DATA SUFA MODELS: DIMENSIONAL DATA SUFA MODELS: rr I1.rrr HOOD PLAN DUCT COLLAR 18 GA. METAL MOUNTING FLANGE U.L. 16 CARTRIDGES 1 HOUR FIRE RATED SURFACE BY OTHERS REMOVABLE GREASE COLLECTOR ALL DIMENSIONS ARE IN INCHES SCALE: 1/4"=1'0" U.L. FLUORESCENT LIGHT FIXTURE 4A - 1010 1/4 I 1400 632 1 1200 747 1 1000 001 SECTION VIEW 914A -1010 1 2000 706 1000 012 1600 032 1400 1033 3 FA-1 4 '_ t 400 f& I ,..22 041 111711111 111M1111. I 11E7.11111111110/11111 OF:71111111F1111 1111117/10 117711•111Wrin 11r7.1111111111VM .77111111 1171111111111F7111111[711111111111 1'rt' �� -'�' r ■ . t'.'•.' ■ WEN 'S' ! " 7 SUPPLY AIR COLLAR WITH U.L. LISTED FIRE DAMPNER 12 "X10" ADD-ON PLENUM INSULATED PLENUM 12--' S/S FIRE SUPPRESSION CABINET FINISHED CEILING GEMINI AIR SYSTEMS FILTERED SUPPLY AIR FAN E1R► ■1Ew SIDE MEW TOP I Ew (0PIICN ! ,► (TA1ioA�ID .o�TT� N a.QM , MKIQEI. A B C D E F G H 1 K L Y FRIER 9. WT. E!IIi.III'�'� F�1'�7 111171•1111M1111 Mall Willa �r� �?�"1'r�F`'17r� 11171 El MEIN 11117/1111 i� f1r�'F61r� il� =� E =MAN 17117/1111111F11111111 [ l ►rte ��� 11117311 �i wawa! EMI [�YI,� Willi E�T1 ■ QYiT1 �r 'IYr� � ��F� E�31�7 � =� [711 �c7�f� [�ZD'�l��'r� �f1r' ER= mum [II1S� �G�I:31L� I1r �� ��. 7�. �t•. il� ���F�Q 'l��l■�:�r���r��i�F%�7i7�1.�i' ��l! «I�7L6'�"I1r��� n" .•,"/7/ /if CLEARANCES LESS THAN 12" REQUIRE CEILING ENCLOSURE PANELS. 6 OVERHANG REQUIRED ON COOKING EQUIPMENT LOCATED AT OPEN END OF HOOD. OD V -BELT DRIVE MELS: PLAN VIEW 1 I 1 1 I I 1 1 1 I FRONT ELEVATION i''""': 11EL YLEFi•WL i F�Fr� ��31r� 3101: 'SRN F IF L LIF:l'1r_�[� MD" 11I : NJ', :�- A'��.1■ E: �I■ ■aT - ]■ 1111ILE 7 ]■I COLLAR CENTERED ON HOOD 3" AIR -SPACE STANDARD FEATURES • DESIGNED FOR COMMERICIAL FOOD SERVICE APPUCATIONS. • UL LISTED 762 FOR REMOVAL OF HIGH TEMPERATURE COOKING VAPOR. • PREWIRED JUNCTION BOX/DISCONNECT SWITCH. • THERMAL OVERLOAD PROTECTION (on single phase motors only). • ADJUSTABLE PITCH MOTOR PULLY/BELT DRIVE. • GREASE COLLECTOR BOX. -11 3/4 46--- 600° F MAX. GEMINI AIR SYSTEMS KITCHEN HOOD CENTRIFUGAL UPBLAST EXHAUSTER 48 X 12 FLUOR. LIGHT FIXTURE THREADED RODS BY OTHERS HANGER BRACKETS 1 /4 "gs BOLT HOLES 0 12" O.C. FACTORY RECOMMENDS 12 OVERHANG ON CHAR BROILERS LOCATED AT OPEN END OF HOOD. FINISHED FLOOR EX -UP -24 !w. MP 1 toe 1114 I !r se I tom se 1 amp sr 1 stir. wr I - M 1 - - ; APPR0D MANUFACTURER MOTOR 3.00 EIAIAUST CFM MANUFACTURER MOTOR 11 50 SUPPLY CFM 1742 SARRE STREET • HAYWARD, CALIFORNIA $4545 Exhaust Hoods without Exhaust Fin Dampers. MODEL: # CWCC -CR250 14451 um 1 W Irrei E i iii, j� lc, rr�l MIN.: 36 50 125 ` 6 15 600' MAX.: 48 2 U.L. HOOD PLATE ATTACHED TO now Off N000 CUSTOM APPROVAL TO MANUFACTURE GENERAL SYMBOLS I:11 =1111 THE HOOQ MINIMUM DISTANCE BETWEEN LOWEST EDGE OF GREASE FILTERS AND COOKING SURFACE: NO EXPOSED FLAME (GRILLS AND FRYERS) EXPOSED FLAME (RANGES AND BURNERS) EXPOSED CHARCOAL OR CHAR. BROIL TYPE FIRES ITEM: # 210 -L DESIGN SPECIFICATION TO BE MODEL CWCC250, A COMPENSATING WALL CANOPY WITH A COMBINATION INTERNAL AND DOWNWARD SUPPLY AIR RETURN PLENUM SINGLE FILTER BANK KITCHEN VENTILATION HOOD MANUFACTURED BY GEMINI AIR SYSTEMS. THE MODEL CWCC250 IS FABRICATED FROM TYPE 300 S/S WHERE EX- POSED. EXTERNAL SEAMS ARE WELDED AND /OR LIQUID -TIGHT AND ALL EXPOSED SURFACES WILL BE POLISHED TO A #3 OR I4 FINISH. THE CWCC250IS BUILT IN COMPLIANCE WITH NFPA STANDARD X96, U.L. USTED, AND IS NSF APPROVED, THE HOOD WILL HAVE A FULL LENGTH SEMI- CONCEALED GREASE TRACK THAT WILL PITCH TO A REMOVABLE GREASE COLLECTOR. FILTERS TO BE U.L. LISTED ADJUSTABLE CARTRIDGE FILTERS MOUNTED AT NO LESS THAN A 45' ANGLE AND WILL BE LOCKED IN PLACE DURING NORMAL OPERATION BY MEANS OF AN UPPER HOLDING TRACK AT THE TOP OF THE FILTER. TO HAVE UL LISTED FIRE DAMPENER IN SUPPLY COLLAR LOCATED AT TOP OF HOOD AND ALUMINUM SINGLE BLADE DIFFUSORS LOCATED AT BOTTOM OF HOOD. THE HOOD WILL BE EQUIPPED WITH U.L. LISTED FLUORESCENT LIGHT FIXTURES ON 4' -0" MIN. CENTERS, AND WILL BE PRE -WIRED TO A SINGLE CONNECTION POINT. 1) VENTILATION HOOD TO BE SECURELY ATTACHED TO STRUCTURAL CEILING AS REQUIRED, BY OTHERS. 2) VENTILATION HOOD MUST BE INSTALLED PLUMB AND LEVEL FOR PROPER OPERATION. 3) VERIFY: ALL NOTES AND DIMENSIONS MARKED WITH AN ASTERISK ( *) MUST BE VERIFIED. ITEMS NOT VERIFIED WILL BE ASSUMED CORRECT. 4) EXHAUST BLOWER AND MAKE -UP AIR BLOWER SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTER LOCK SWITCH. 5) ALL CONSTRUCTION, PLUMBING AND ELECTRICAL MUST MEET WITH LOCAL, STATE AND FEDERAL CODES. 6) GEMINI STAINLESS SHALL NOT BE RESPONSIBLE, OR LIABLE FOR IMPROPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE OR AIR VOLUME OTHER THAN THAT INDICATED AND /OR SPECIFIED. INCLINED DROP IM RESPECT TO AIR FLOW TYPE 1 U.L. USTED GREASE EXTRACTOR MODEL# CW CC- 4 2.5 U.L. LISTED EXHAUST AIR FLOW RATE AT 250 CFM /FT OF CAPTURE AREA LENGTH. CAPTURE AREA LENGTH = i s Mw� + 12 = 12 FT X 250CFM = TOTAL MIN CFM ACTUAL CFM SPECIFIED 3600 THE DUCT DUCT SIZE = , 20 X 12 + 144 = , 1.67 , SQ. FT. NUMBER OF DUCTS = , 1 X 1.67 = TOTAL DUCT S0. FT. _1_67_ TOTAL CFM : , 3600 , + TOTAL DUCT SQ. FT. 1.67 . as 2155 . FPM EXHAUST AIR VELOCITY. _ GEMINI AIR ;YSTEMS MODEL , EX - UP - 24 _ MP 200IZL3N'II VOLTAGE 1203 mott AT S•P• ,TH„ E, SUPPLY_,F 'BLOWER GEMINM SY'TEMS MODEL SU-FA- 1 31 5/1 HP , 2061230 3PN VOLTAGE 712 SEE 11 AT SEE H -3 S.P SEP102003 • m .14.4. MM• zoo: �ii� j 11i� shy =,r W' ems ' .34 71bs. war MIN.= 36 Max.: 48 250 125 6 15 600* • 1) 6 1/2 . 3" AIR -SPACE IF BOO 750 700 650 J 600 550 W I THE HANGER ta 1742 WAR NW. to 1/2 GG1616 001620 .41 .51 0 lbs. lbs. AIR FLOW CHARACTERISTICS THE LIGHT 111EA0E0 ROO ANC LOCK NUTS 10 RE SUNUP) 9Y Pd$TALUNS CONTRACTOR. NANO MOW 111 Pat- PUNDIEO AT FACTORY. TYPICAL HANGER BRACKET LOCATION GREASE GUZZLER ADJUSTABLE CARTRIDGE FILTER TM 111111111111111 .. =MIN =EMS MMMMM moms mom= EMMONS =MM. MEM =MIME... MIMI MIME <LY/ MIME vAll•LN! MUM 1111111111In ME M= III_ ■•••• �M rrr elllrr.■11 , 41►- 1WilM1111e NMI rte►, ins_ Mlles /4 M/iMIII rim INIWAIA111 /ANEW: MIN= wain ■� ■.�.�■ INEFAIN =11•1111E 111MM11Mw 1IVAIIIIIIs ■err �� 1111111111111111111/4/111 ■■w■ III11111111111 NOM= WNW ••1/ IMrMM Ir M•11•11111r .w-.11":41.M..r. 1=111111111111111111111111111 vs..�l 11M11•7411 ■..M. ■..r■s�� r .....V 111M111I11■ �■ Mll<L y ■IIIIII 111111.111111 IMMO WNW% MIME Ol•■• •11111111.1111 >TAN= •111111111,7. 011.11111111 fir 11•M NIIN ►�� �.■■ •;<:: rM■ ■fir.. MN �■� ►�•r -1r •. ►-�.� ■11111•111M 111.111111111111 sir MMMeI' MM11111•M MEN1111111 111MMrlM IIM1eMM �MM1s11 IRWIN!! MUM � MMMrM �� �1MMM1 M■■M■� .20 .40 .60 .60 1.00 1.20 1.40 1.60 STATIC PRESSURE r•.■.0 M.wn a" sti Reconnnended Operating Rouge of Cartridge (000 to 1200 FPM) w MS. CA.. NM OW. 870-ee8e ..w„�,nr....wwf....c w.- ....�.�..�p..•.,,.., .s ..• • . - .r .:«..�.Pi.• 1n 002016 002020 .41 .51 i CFM PER FILTER 200 250 300 350 400 450 500 550 600 650 700 750 SOO EFFECTIVE AREA QUANTITY CFM vs. STATIC PRESSURE STATIC PRESSURE FILTER SIZE INCHES x INCHES 12x16 0.33 0.49 0.70 0.90 1.12 1.35 0.42 x( ) 12x20 0.20 0.30 0.41 0.57 0.74 0.92 1.15 0.42 x( ) 16x16 0.13 0.19 0.26 0.38 0.50 0.63 0.77 0.90 1.01 1.12 0.41 x ) 16x20 0.09 0.14 0.20 0.26 0.35 0.45 0.55 0.65 0.77 0.88 0.98 1.08 1.19 0.51 x(6) 20x16 0.13 0.19 0.26 0.38 0.50 0.63 0.77 0.90 1.01 1.12 0.41 x( ) 2040 0.09 0.14 0.20 0.26 0.35 0.45 0.55 0.65 0.77 0.88 0.98 1.06 0.51 x ( ) IL + +0.41+ 3.06+ + 3.47 TOTAL EFFIC11■E AREA TOTAL CnA 3600 ACTUAL FPM I 1037 • GEMINI AIR SYSTEMS RECESSED FLUORESCENT • MEETS NFPA CODE 96 AND NEC 410 • SPECIFICALLY DESIGNED FOR CANOPY HOODS • FLUORESCENT - 120 VOLTS, 60 CYCLE BALLAST TOTAL SUPPLY AIR TO I100D 1440 , TOTAL SUPPLY AM TO PLENUM • 1 , TOTAL SUPPLY AIR /'ROY ROOM*. TOTAL SUPPLY AIR -MOIL ALL DIMENSIONS ARE IN INCHES GEMINI AIR SYSTEMS SOW mow 7 1 111°E1 41 • ll , l 5 t I N -1 ..r. •1/4 W WII. audio( Nit DUCT COLLAR 18 GA. METAL MOUNTING FLANGE U.L. 16" CARTRIDGES 1 HOUR FIRE RATED SURFACE BY OTHERS © o .y_u_\_. OU SIDE AIR HOOD PLAN 1 i p. REMOVABLE GREASE COLLECTOR • wet ferMw Amos 3 SA 1 SCALE: 1/4"=1'0" U.L. FLUORESCENT LIGHT FIXTURE W 1/! Flown WNW Amos Pomo a ._.� -Y 15 MIN. EQUIPMENT BY OTHERS • s • • L SECTION VIEW i 711 1/2 SUPPLY AIR COLLAR WITH U.L. LISTED FIRE DAMPNER 12 "X10" ADD-ON PLENUM INSULATED PLENUM i 36 MIN. TO 48 MAX. 225 INDIRECT FIRED GAS PACKAGED FURNACE WITH DOWN DISCHARGE PLENUM AND EVAPORATOR COOLER NOTES :, ,�;� Base it Constructed of 20 G90. Galva ilzed Finish. 1 Deis IMIit Uno it C I a Ae11s potitip go. FIwNI1 otisdlst (sll�psd Isere) S 1/4 ® 4aRb =to 110110 mop Ades on the GOO Oshosolzod pa to 0 E Stalderd Fiot ss. Optional ad *a6*aaorbie. @Emit Rotor Not w 1/2" w dandy. OW Now SIeAN ARIL R CCA Udell Gs idet ij 3/C IPS a ta Rs Indoor . 11R not hove blot Wort Solid pa ids s slued se the sides of the blow sodium. Is and is opw os Vie fillet. "Hoisting Eyes ors 1w Is Midst for field ilsielsiisll. Ramon ertsr VI min! ® ! IMr1Mlr Rsirl l or IIe1�e� AMp1, Ilws iota iletsdotion. 1.-1 1/2 Rio. Flom g0 amity motto LOON Moir SN bisulfate. ISIDoon 1' -1 54 51 O.A. 12- FINISHED CEILING ../ /r9f :01 101 i uI 10I f 22 1/2 78 MIN. 46 l r -- 37 1/2 ..I,. 72 r- L _ ek,r1 IOW a= in E n OM MN 11 3/4 4.1-wl 46 f rumem•• 11 1 ...J 69 45 ' 144 0.A. PLAN VIEW CLEARANCES LESS THAN 12" REQUIRE CEILING ENCLOSURE PANELS. CM1DC -dt2so 146122.5 6 OVERHANG REQUIRED ON COOKING EQUIPMENT LOCATED AT OPEN END OF HOOD. V -BELT DRIVE MODELS: EX- UP -24: FRONT ELEVATION 3,DIE EMI IM PrA1111 l:-' 11111WAr tit:'! MA # t .' )_1 }. L ML!F :Ilr1l��ar M, l 12 L.. . I01 4 IMO 1 I 1 I I I COLLAR CENTERED ON HOOD 3" AIR -SPACE STANDARD FEATURES I DESIGNED FOR COMMERICIAL FOOD SERVICE APPLICATIONS, • UL USTED 762 FOR REMOVAL OF HIGH TEMPERATURE COOKING VAPOR. * PREWIRED JUNCTION BOX/ DISCONNECT SNITCH. I THERMAL OVERLOAD PROTECTION (on single phase motors only). • ADJUSTABLE PITCH MOTOR PULLY/BELT DRIVE. x GREASE COLLECTOR BOX. 10 • 11 3/4 46 600° F MAX. J 10 1DI �� •. . - y b. • . - • II VA. 7112 48 X 12 FLuoR. LIGHT FIXTURE THREADED RODS BY OTHERS HANGER BRACKETS 1/4"0 BOLT HOLES 12" O.C. FACTORY RECOMMENDS 12 OVERHANG ON CHAR BROILERS LOCATED AT OPEN END OF HOOD. FINISHED FLOOR GEMINI AIR SYSTEMS KITCHEN HOOD CENTRIFUGAL UPBLAST EXHAUSTER EX -UP -24 an OW sa osio ate, ,P V u Nett . }• •z mg y u u_ NW .. 5* 1Wt .. 5* u u si PIO IMP : In NV a ! Isis erM 3 NW Ws I INS IItII 1/1 DUCT LE ELBOWS 1742 SANE STREET • NAYWARD, CALIFORNIA 114645 Exhaust Hoods without Em FIN w MODEL: # CWCC -CR250 14451 um >n SUPPLY DUCT SECTION EXHAUST DUCT SECTION U.L. HOOD PLATE 1.50 , SP -YE- SP SP s 2.00 TOTAL SP ATTACHED TO rRONT OF N000 CUSTOMER APPROVAL TO MANUFACTURE APPROVED AS NOTED D APPROVED WITHOUT EXCEPTION o REVISE AND RESUBMIT 0 SIGNATURE NAME DATE ITEM: # 2 b 0 _R DESIGN SPECIFICATION TO BE MODEL CWCC25O, A COMPENSATING WALL CANOPY WITH A COMBINATION INTERNAL AND DOWNWARD SUPPLY AIR RETURN PLENUM SINGLE FILTER BANK KITCHEN VENTILATION HOOD MANUFACTURED BY GEMINI AIR SYSTEMS. THE MODEL CWCC250 IS FABRICATED FROM TYPE 300 S/S WHERE EX- POSED. EXTERNAL SEAMS ARE WELDED AND /OR LIQUID -TIGHT AND ALL EXPOSED SURFACES WILL BE POLISHED TO A #3 OR #4 FINISH. THE CWCC250IS BUILT IN COMPUANCE WITH NFPA STANDARD #96, U.L. LISTED, AND IS NSF APPROVED, THE HOOD WILL HAVE A FULL LENGTH SEMI - CONCEALED GREASE TRACK THAT WILL PITCH TO A REMOVABLE GREASE COLLECTOR. FILTERS TO BE U.L. LISTED ADJUSTABLE CARTRIDGE FILTERS MOUNTED AT NO LESS THAN A 45• ANGLE AND WILL BE LOCKED IN PLACE DURING NORMAL OPERATION BY MEANS OF AN UPPER HOLDING TRACK AT THE TOP OF THE FILTER. TO HAVE UL USTED FIRE DAMPENER IN SUPPLY COLLAR LOCATED AT TOP OF HOOD AND ALUMINUM SINGLE BLADE DIFFUSORS LOCATED AT BOTTOM OF HOOD. THE HOOD WILL BE EQUIPPED WITH U.L. LISTED FLUORESCENT LIGHT FIXTURES ON 4 -0" MIN. CENTERS, AND WILL BE PRE -WIRED TO A SINGLE CONNECTION POINT. GENERAL NOTES: (UNLESS OTHERWISE) 1) VENTILATION HOOD TO BE SECURELY ATTACHED TO STRUCTURAL CEIUNG AS REQUIRED, BY OTHERS. 2) VENTILATION HOOD MUST BE INSTALLED PLUMB AND LEVEL FOR PROPER OPERATION. 3) VERIFY: ALL NOTES AND DIMENSIONS MARKED WITH AN ASTERISK (I) MUST BE VERIFIED. ITEMS NOT VERIFIED WILL BE ASSUMED CORRECT. 4) EXHAUST BLOWER AND MAKE -UP AIR BLOWER SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTER LOCK SWITCH. 5) ALL CONSTRUCTION, PLUMBING AND ELECTRICAL MUST MEET WITH LOCAL, STATE AND FEDERAL CODES. 6) GEMINI STAINLESS SHALL NOT BE RESPONSIBLE, OR UABLE FOR IMPROPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE OR AIR VOLUME OTHER THAN THAT INDICATED AND /OR SPECIFIED. GENERAL SYMBOLS V=11111 THE HOOD TYPE 1 U.L. USTED GREASE EXTRACTOR MODEL/ , CWCC -CR250 1445122.5 U.L. USTED EXHAUST AIR FLOW RATE AT , 250 , CFM /FT OF CAPTURE AREA LENGTH. CAPTURE AREA LENGTH : 144 144 , + 12 - 12 FT X 2' - TOTAL MIN CFM 3000 ACTUAL CFM SPECIFIED , 3600 THE DUCT DUCT SIZE = 20 X 4 144 xi - 1.67 SO. FT. NUMBER OF DUCTS = - 1 - K .., 67 = TOTAL DUCT SQ. FT. J 67 TOTAL CFM xt , 3600 + TOTAL DUCT SQ. FT. , 1.67 , = FPM EXHAUST MR VELOCITY. MINIMUM DISTANCE BETWEEN LOWEST EDGE OF GREASE FILTERS AND COOKING SURFACE: NO EXPOSED FLAME (RANGES A FRYERS) AND BURNERS) RS) EXPOSED CHARCOAL OR CHAR BROIL TYPE FIRES THE EXHAUST FAN /BLOWER DUCT (1ST. FIGURE, WIDTH, 2ND. DEPTH) DIRECTION OF FLOW INCLINED DROP NI RESPECT TO AIR FLOW INCLINED RISE NI RESPECT TO MR FLOW 24" 24" 42" GEMINI AIR SYSTEMS MODEL EX-UP-24 VOLTAGE , 120# SEP 1 0 2001 MANUFACTURER , GEMI MOTOR 3.00 PIP 248 /5PH EXHAUST CFM , 3100 , AT , 2.00 S.P. RPMI mTm •SelOA DIE SUPPLY FAN /BLOWER P/ Ng/ • 4 T(' MANUFACTURER , OEMINI AIR SYSTEMS MODEL 225 NESS . �j �4 T ,4 y MOTOR ,1.50 HP , 201/3PM , VOLTAGE •. 4 Df, , 0 SUPPLY CFM , SEE M -3 , Al ifs H-3 ` S.P. / /,/4,. THE EXHAUST AND MAKE - UP AIR SYSTEMS SMALL RE CONNECTED /Y AN ELECTRICAL INTERLOCKING SWITCH. , ....�. r - +s.... w..+.+1+• - w•. win+. w••...w//WvwMr......+.wy.IIIP.+..••..rr +..11..w+w S ...... " �r!w 1 t . Revision Dote co cc U F- Z w W z it 11 T af ILO 33h: 11 lias 11 ih! i� I11LI � ij '' Pal 1 ' cif ilLiftt,I�,H1 Dols 07- 21- 03 SOWS Orsom sy JSL s• f�3 avf Ali a J � 4 tC L.LJ -I 00 D CO X 00 I cn I -..i oC Q J LL-1 Z 0 LLJ (1� 0 SIC Pew 2 of 3 Ii Zio t • • . a GG1216 .34 71bs. 0G1220 ® e bs. • 1) 6 1/2 . 3" AIR -SPACE IF BOO 750 700 650 J 600 550 W I THE HANGER ta 1742 WAR NW. to 1/2 GG1616 001620 .41 .51 0 lbs. lbs. AIR FLOW CHARACTERISTICS THE LIGHT 111EA0E0 ROO ANC LOCK NUTS 10 RE SUNUP) 9Y Pd$TALUNS CONTRACTOR. NANO MOW 111 Pat- PUNDIEO AT FACTORY. TYPICAL HANGER BRACKET LOCATION GREASE GUZZLER ADJUSTABLE CARTRIDGE FILTER TM 111111111111111 .. =MIN =EMS MMMMM moms mom= EMMONS =MM. MEM =MIME... MIMI MIME <LY/ MIME vAll•LN! MUM 1111111111In ME M= III_ ■•••• �M rrr elllrr.■11 , 41►- 1WilM1111e NMI rte►, ins_ Mlles /4 M/iMIII rim INIWAIA111 /ANEW: MIN= wain ■� ■.�.�■ INEFAIN =11•1111E 111MM11Mw 1IVAIIIIIIs ■err �� 1111111111111111111/4/111 ■■w■ III11111111111 NOM= WNW ••1/ IMrMM Ir M•11•11111r .w-.11":41.M..r. 1=111111111111111111111111111 vs..�l 11M11•7411 ■..M. ■..r■s�� r .....V 111M111I11■ �■ Mll<L y ■IIIIII 111111.111111 IMMO WNW% MIME Ol•■• •11111111.1111 >TAN= •111111111,7. 011.11111111 fir 11•M NIIN ►�� �.■■ •;<:: rM■ ■fir.. MN �■� ►�•r -1r •. ►-�.� ■11111•111M 111.111111111111 sir MMMeI' MM11111•M MEN1111111 111MMrlM IIM1eMM �MM1s11 IRWIN!! MUM � MMMrM �� �1MMM1 M■■M■� .20 .40 .60 .60 1.00 1.20 1.40 1.60 STATIC PRESSURE r•.■.0 M.wn a" sti Reconnnended Operating Rouge of Cartridge (000 to 1200 FPM) w MS. CA.. NM OW. 870-ee8e ..w„�,nr....wwf....c w.- ....�.�..�p..•.,,.., .s ..• • . - .r .:«..�.Pi.• 1n 002016 002020 .41 .51 i CFM PER FILTER 200 250 300 350 400 450 500 550 600 650 700 750 SOO EFFECTIVE AREA QUANTITY CFM vs. STATIC PRESSURE STATIC PRESSURE FILTER SIZE INCHES x INCHES 12x16 0.33 0.49 0.70 0.90 1.12 1.35 0.42 x( ) 12x20 0.20 0.30 0.41 0.57 0.74 0.92 1.15 0.42 x( ) 16x16 0.13 0.19 0.26 0.38 0.50 0.63 0.77 0.90 1.01 1.12 0.41 x ) 16x20 0.09 0.14 0.20 0.26 0.35 0.45 0.55 0.65 0.77 0.88 0.98 1.08 1.19 0.51 x(6) 20x16 0.13 0.19 0.26 0.38 0.50 0.63 0.77 0.90 1.01 1.12 0.41 x( ) 2040 0.09 0.14 0.20 0.26 0.35 0.45 0.55 0.65 0.77 0.88 0.98 1.06 0.51 x ( ) IL + +0.41+ 3.06+ + 3.47 TOTAL EFFIC11■E AREA TOTAL CnA 3600 ACTUAL FPM I 1037 • GEMINI AIR SYSTEMS RECESSED FLUORESCENT • MEETS NFPA CODE 96 AND NEC 410 • SPECIFICALLY DESIGNED FOR CANOPY HOODS • FLUORESCENT - 120 VOLTS, 60 CYCLE BALLAST TOTAL SUPPLY AIR TO I100D 1440 , TOTAL SUPPLY AM TO PLENUM • 1 , TOTAL SUPPLY AIR /'ROY ROOM*. TOTAL SUPPLY AIR -MOIL ALL DIMENSIONS ARE IN INCHES GEMINI AIR SYSTEMS SOW mow 7 1 111°E1 41 • ll , l 5 t I N -1 ..r. •1/4 W WII. audio( Nit DUCT COLLAR 18 GA. METAL MOUNTING FLANGE U.L. 16" CARTRIDGES 1 HOUR FIRE RATED SURFACE BY OTHERS © o .y_u_\_. OU SIDE AIR HOOD PLAN 1 i p. REMOVABLE GREASE COLLECTOR • wet ferMw Amos 3 SA 1 SCALE: 1/4"=1'0" U.L. FLUORESCENT LIGHT FIXTURE W 1/! Flown WNW Amos Pomo a ._.� -Y 15 MIN. EQUIPMENT BY OTHERS • s • • L SECTION VIEW i 711 1/2 SUPPLY AIR COLLAR WITH U.L. LISTED FIRE DAMPNER 12 "X10" ADD-ON PLENUM INSULATED PLENUM i 36 MIN. TO 48 MAX. 225 INDIRECT FIRED GAS PACKAGED FURNACE WITH DOWN DISCHARGE PLENUM AND EVAPORATOR COOLER NOTES :, ,�;� Base it Constructed of 20 G90. Galva ilzed Finish. 1 Deis IMIit Uno it C I a Ae11s potitip go. FIwNI1 otisdlst (sll�psd Isere) S 1/4 ® 4aRb =to 110110 mop Ades on the GOO Oshosolzod pa to 0 E Stalderd Fiot ss. Optional ad *a6*aaorbie. @Emit Rotor Not w 1/2" w dandy. OW Now SIeAN ARIL R CCA Udell Gs idet ij 3/C IPS a ta Rs Indoor . 11R not hove blot Wort Solid pa ids s slued se the sides of the blow sodium. Is and is opw os Vie fillet. "Hoisting Eyes ors 1w Is Midst for field ilsielsiisll. Ramon ertsr VI min! ® ! IMr1Mlr Rsirl l or IIe1�e� AMp1, Ilws iota iletsdotion. 1.-1 1/2 Rio. Flom g0 amity motto LOON Moir SN bisulfate. ISIDoon 1' -1 54 51 O.A. 12- FINISHED CEILING ../ /r9f :01 101 i uI 10I f 22 1/2 78 MIN. 46 l r -- 37 1/2 ..I,. 72 r- L _ ek,r1 IOW a= in E n OM MN 11 3/4 4.1-wl 46 f rumem•• 11 1 ...J 69 45 ' 144 0.A. PLAN VIEW CLEARANCES LESS THAN 12" REQUIRE CEILING ENCLOSURE PANELS. CM1DC -dt2so 146122.5 6 OVERHANG REQUIRED ON COOKING EQUIPMENT LOCATED AT OPEN END OF HOOD. V -BELT DRIVE MODELS: EX- UP -24: FRONT ELEVATION 3,DIE EMI IM PrA1111 l:-' 11111WAr tit:'! MA # t .' )_1 }. L ML!F :Ilr1l��ar M, l 12 L.. . I01 4 IMO 1 I 1 I I I COLLAR CENTERED ON HOOD 3" AIR -SPACE STANDARD FEATURES I DESIGNED FOR COMMERICIAL FOOD SERVICE APPLICATIONS, • UL USTED 762 FOR REMOVAL OF HIGH TEMPERATURE COOKING VAPOR. * PREWIRED JUNCTION BOX/ DISCONNECT SNITCH. I THERMAL OVERLOAD PROTECTION (on single phase motors only). • ADJUSTABLE PITCH MOTOR PULLY/BELT DRIVE. x GREASE COLLECTOR BOX. 10 • 11 3/4 46 600° F MAX. J 10 1DI �� •. . - y b. • . - • II VA. 7112 48 X 12 FLuoR. LIGHT FIXTURE THREADED RODS BY OTHERS HANGER BRACKETS 1/4"0 BOLT HOLES 12" O.C. FACTORY RECOMMENDS 12 OVERHANG ON CHAR BROILERS LOCATED AT OPEN END OF HOOD. FINISHED FLOOR GEMINI AIR SYSTEMS KITCHEN HOOD CENTRIFUGAL UPBLAST EXHAUSTER EX -UP -24 an OW sa osio ate, ,P V u Nett . }• •z mg y u u_ NW .. 5* 1Wt .. 5* u u si PIO IMP : In NV a ! Isis erM 3 NW Ws I INS IItII 1/1 DUCT LE ELBOWS 1742 SANE STREET • NAYWARD, CALIFORNIA 114645 Exhaust Hoods without Em FIN w MODEL: # CWCC -CR250 14451 um >n SUPPLY DUCT SECTION EXHAUST DUCT SECTION U.L. HOOD PLATE 1.50 , SP -YE- SP SP s 2.00 TOTAL SP ATTACHED TO rRONT OF N000 CUSTOMER APPROVAL TO MANUFACTURE APPROVED AS NOTED D APPROVED WITHOUT EXCEPTION o REVISE AND RESUBMIT 0 SIGNATURE NAME DATE ITEM: # 2 b 0 _R DESIGN SPECIFICATION TO BE MODEL CWCC25O, A COMPENSATING WALL CANOPY WITH A COMBINATION INTERNAL AND DOWNWARD SUPPLY AIR RETURN PLENUM SINGLE FILTER BANK KITCHEN VENTILATION HOOD MANUFACTURED BY GEMINI AIR SYSTEMS. THE MODEL CWCC250 IS FABRICATED FROM TYPE 300 S/S WHERE EX- POSED. EXTERNAL SEAMS ARE WELDED AND /OR LIQUID -TIGHT AND ALL EXPOSED SURFACES WILL BE POLISHED TO A #3 OR #4 FINISH. THE CWCC250IS BUILT IN COMPUANCE WITH NFPA STANDARD #96, U.L. LISTED, AND IS NSF APPROVED, THE HOOD WILL HAVE A FULL LENGTH SEMI - CONCEALED GREASE TRACK THAT WILL PITCH TO A REMOVABLE GREASE COLLECTOR. FILTERS TO BE U.L. LISTED ADJUSTABLE CARTRIDGE FILTERS MOUNTED AT NO LESS THAN A 45• ANGLE AND WILL BE LOCKED IN PLACE DURING NORMAL OPERATION BY MEANS OF AN UPPER HOLDING TRACK AT THE TOP OF THE FILTER. TO HAVE UL USTED FIRE DAMPENER IN SUPPLY COLLAR LOCATED AT TOP OF HOOD AND ALUMINUM SINGLE BLADE DIFFUSORS LOCATED AT BOTTOM OF HOOD. THE HOOD WILL BE EQUIPPED WITH U.L. LISTED FLUORESCENT LIGHT FIXTURES ON 4 -0" MIN. CENTERS, AND WILL BE PRE -WIRED TO A SINGLE CONNECTION POINT. GENERAL NOTES: (UNLESS OTHERWISE) 1) VENTILATION HOOD TO BE SECURELY ATTACHED TO STRUCTURAL CEIUNG AS REQUIRED, BY OTHERS. 2) VENTILATION HOOD MUST BE INSTALLED PLUMB AND LEVEL FOR PROPER OPERATION. 3) VERIFY: ALL NOTES AND DIMENSIONS MARKED WITH AN ASTERISK (I) MUST BE VERIFIED. ITEMS NOT VERIFIED WILL BE ASSUMED CORRECT. 4) EXHAUST BLOWER AND MAKE -UP AIR BLOWER SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTER LOCK SWITCH. 5) ALL CONSTRUCTION, PLUMBING AND ELECTRICAL MUST MEET WITH LOCAL, STATE AND FEDERAL CODES. 6) GEMINI STAINLESS SHALL NOT BE RESPONSIBLE, OR UABLE FOR IMPROPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE OR AIR VOLUME OTHER THAN THAT INDICATED AND /OR SPECIFIED. GENERAL SYMBOLS V=11111 THE HOOD TYPE 1 U.L. USTED GREASE EXTRACTOR MODEL/ , CWCC -CR250 1445122.5 U.L. USTED EXHAUST AIR FLOW RATE AT , 250 , CFM /FT OF CAPTURE AREA LENGTH. CAPTURE AREA LENGTH : 144 144 , + 12 - 12 FT X 2' - TOTAL MIN CFM 3000 ACTUAL CFM SPECIFIED , 3600 THE DUCT DUCT SIZE = 20 X 4 144 xi - 1.67 SO. FT. NUMBER OF DUCTS = - 1 - K .., 67 = TOTAL DUCT SQ. FT. J 67 TOTAL CFM xt , 3600 + TOTAL DUCT SQ. FT. , 1.67 , = FPM EXHAUST MR VELOCITY. MINIMUM DISTANCE BETWEEN LOWEST EDGE OF GREASE FILTERS AND COOKING SURFACE: NO EXPOSED FLAME (RANGES A FRYERS) AND BURNERS) RS) EXPOSED CHARCOAL OR CHAR BROIL TYPE FIRES THE EXHAUST FAN /BLOWER DUCT (1ST. FIGURE, WIDTH, 2ND. DEPTH) DIRECTION OF FLOW INCLINED DROP NI RESPECT TO AIR FLOW INCLINED RISE NI RESPECT TO MR FLOW 24" 24" 42" GEMINI AIR SYSTEMS MODEL EX-UP-24 VOLTAGE , 120# SEP 1 0 2001 MANUFACTURER , GEMI MOTOR 3.00 PIP 248 /5PH EXHAUST CFM , 3100 , AT , 2.00 S.P. RPMI mTm •SelOA DIE SUPPLY FAN /BLOWER P/ Ng/ • 4 T(' MANUFACTURER , OEMINI AIR SYSTEMS MODEL 225 NESS . �j �4 T ,4 y MOTOR ,1.50 HP , 201/3PM , VOLTAGE •. 4 Df, , 0 SUPPLY CFM , SEE M -3 , Al ifs H-3 ` S.P. / /,/4,. THE EXHAUST AND MAKE - UP AIR SYSTEMS SMALL RE CONNECTED /Y AN ELECTRICAL INTERLOCKING SWITCH. , ....�. r - +s.... w..+.+1+• - w•. win+. w••...w//WvwMr......+.wy.IIIP.+..••..rr +..11..w+w S ...... " �r!w 1 t . Revision Dote co cc U F- Z w W z it 11 T af ILO 33h: 11 lias 11 ih! i� I11LI � ij '' Pal 1 ' cif ilLiftt,I�,H1 Dols 07- 21- 03 SOWS Orsom sy JSL s• f�3 avf Ali a J � 4 tC L.LJ -I 00 D CO X 00 I cn I -..i oC Q J LL-1 Z 0 LLJ (1� 0 SIC Pew 2 of 3 Ii Zio t • • . a THE HANGER O 1 1 /8"---4m. S -13 HEAVY OUTY LACK MILT OKI MOVE ANO OM SLOW HANGER MAC KET sY O11413 HANGER BRACKET. WADED ROD AND LOCK NUTS TO SE SUPPUED SY INSTAUJI CONTRACTOR. NAMUR 'RACKET N PRE-PUNCHED AT FACTORY. TYPICAL HANGER BRACKET LOCATION N.T.S. N.T.S. ALL DIMENSIONS ARE IN INCHES H -1 EXHAUST H -2 EXHAUST H -3 EXHAUST TOTAL EXHAUST SUPPLY FAN #1 SUPPLY FAN #2 SUPPLY FROM HVAC TOTAL SUPPLY COLLAR DUCT THREADED ROD W/ HANGER ALUMINUM MESH FILTER .313131311 Y iY EQUIPMENT: BY OTHERS I 7 , MI. .11•111•1•1•••••■•• ••• Ow SECTION VIEW 3600 CFM 3600 CFM 525 CFM 7725 CFM 12 MIN. • ..• • 3240 CFM 3240 CFM 6480 CFM 1245 CFM 7725 CFM • FINISHED CEILING • 20 1/2 MIN. 78 IN Ka 24 � /J PLAN VIEW CLEARANCES LESS THAN 12" REQUIRE CEILING ENCLOSURE PANELS. V --BELT DRIVE MODELS. 6" OVERHANG REQUIRED ON EQUIPMENT r . LOCATED AT OPEN END OF HOOD. i EQUIPMENT BY OTHERS r 1 1 r FRONT ELEVATION STANDARD FEATURES • UL USTED 705. • MOTOR. • ADJUSTABLE PITCH MOTOR PULLEY. • ALUMINUM BIRD SCREEN. • GRAVITY BACKDRAFT DAMPER. • SAFETY DISCONNECT SWITCH. =1111111111111111 INIVIllt1a1' Acr:Art= ' 1111Faillrr 111E : a:. 111111-: 11=111 . ........,. DUCT COLLAR CENTERED ON HOOD LENGTH. CONSULT FACTORY FOR ALTERNATE COLLAR LOCATIONS. HANGER BRACKET THREADED ROD BY OTHERS FINISHED FLOOR Q � 9 ) WI GEMINI AIR SYSTEMS CENTRIFUGAL DOWNBLAST ROOF EXHAUSTER EX -DW -I IB t I_ ! OP . !am MP Iwo MI A 1�1t nu u Si MO u L! •P Imo MP San IMP !mw BP Soo DP Iwo OP Em. v au 1.1 u Ww am u L11 Y ••■••■•••■•■■ 11••• ,•••••11. ..•■•....._ • f CUSTOMER APPROVAL TO MANUFACTURE APPROVED AS NOTED APPROVED WITHOUT EXCEPTION REVISE AND RESUBMIT SIGNATURE NAME 0 0 O DATE DESIGN SPECIFICATION TO BE MODEL VH150 , A WALL CANOPY LOW TEMPERATURE NON - GREASE LADEN AIR VENTILATION HOOD MANUFACTURED BY GEMINI STAINLESS INC. THE MODEL VH150 IS FABRICATED FROM TYPE 300 S /S. EXTERNAL SEAMS ARE WELDED AND /OR UQUID TIGHT AND ALL EXPOSED SURFACE WILL BE POUSHED TO A #3 OR #4 FINISH. THE VH150 IS NSF APPOVED. THE HOOD WILL HAVE A 2" GUTTER AROUND THE INTERNAL PERIMETER OF THE HOOD, AND WILL HAVE A REMOVABLE ALUMINUM MESH FILTER. GENERAL NOTES: (UNLESS OTHERWISE) 1) VENTILATION HOOD TO BE SECURELY ATTACHED TO STRUCTURAL CEILING AS REQUIRED, BY OTHERS. 2) VENTILATION HOOD MUST BE INSTALLED PLUMB AND LEVEL FOR PROPER OPERATION. 3) VERIFY: ALL NOTES AND DIMENSIONS MARKED WITH AN ASTERISK ( *) MUST BE VERIFIED. ITEMS NOT VERIFIED WILL BE ASSUMED CORRECT. 4) EXHAUST BLOWER AND MAKE -UP AIR BLOWER SYSTEMS SHALL BE CONNECTED BY AN ELECTRICAL INTER LOCK SWITCH. 5) ALL CONSTRUCTION. PLUMBING AND ELECTRICAL MUST MEET WITH LOCAL, STATE AND FEDERAL CODES. 6) GEMINI STAINLESS SHALL NOT BE RESPONSIBLE. OR UABLE FOR IMPROPER FUNCTION ATTRIBUTABLE TO STATIC PRESSURE OR AIR VOLUME OTHER THAN THAT INDICATED AND /OR SPECIFIED. EXHAUST DUCT SECTION HOOD/FILTER DUCT LENGTH ELIDOWS GENERAL SYMBOLS SUPPLY DUCT SECTION 083 $P w SP = TOTAL SP =►11711111 THE HOOD THE STATIC PRESSURE DUCT (1ST. fICUAE. WIDTH. 2ND. DEPTH) } DIRECTION of FLOW INCLINED DROP IN RESPECT TO AIR FLOW INCLINED RISE IN RESPECT TO AIR FLOW TYPE 2 NON - GREASE LADEN MR VENTILATION HOOD MODEL VH150 4248 EXHAUST AIR FLOW RATE AT 150 ,CFM/FT OF CAPTURE AREA LENGTH. CAPTURE AREA LENGTH = 42 42 + 12 = 3 5 FT X 150CFM = TOTAL MIN CFM 525 THE DUCT DUCT SIZE = 8 , X _1_4. 144 is 0.44 SQ. FT. NUMBER OF DUCTS = _ 1 X , O -fit = TOTAL DUCT SO. FT. b.44 TOTAL CFM = 5._ • TOTAL DUCT SQ. FT. SAL_ = 1183 FPM EXHAUST AIR VELOCITY. MINIMUM DISTANCE BETWEEN LOWEST EDGE OF GREASE FILTERS AND COOKING SURFACE: NO EXPOSED FLAME (GRILLS AND FRYERS) EXPOSED FLAME (RANGES AND BURNERS) EXPOSED CHARCOAL OR CHAR BROIL TYPE FIRES 24" 24" 42" THE EXHAUST FAR/BLOWER MOTOR 5 r I 5/250/1 PH ; MODEL AG. 10 W_ 1 � EXHAUST CFM 525 AT 0.50 S.P. • SEPARATE PERMIT AND APPROVAL ITEM: # 241 SEP 1 0 2003 POW MOSS r SMOK Revision Dots REV_VLS 12 -02 N I. Q LAJ .J 'Q --J QO :D (o O �-- MI co I a' I J 0 L 1111 Z " J � � J t� w Z LP O LO hit 07- -21 -03 so. 1/2"=r- 0" aim Iti JSL 01110.. PhiwONI H -3 pegs 3 a f s p I i' a GENERAL NOTES 1 • THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE 2001 UNIFORM PLUMBING CODE, MD ALL OTHER APPUCABLE CODES & REGULATIONS, AS ADOPTED BY LOCAL PERMITTING JURISDICTION. 2. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, (PER UPC 708) UNLESS OTHERWISE NOTED. 3. ALL DRAIN, WATER at GAS UNES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF EQUIPMENT & SECURED IN PLACE. 4. CONTRACTOR SHALL VERIFY THE LOCATION OF THE SANITARY SEWER ON THE SITE UTILITY PLAN AND SHALL ADJUST THE SEWER SYSTEM AS REQUIRED. 5. ALL VENTS TO BE 2" UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL VERIFY LOCATION OF THE GAS AND WATER POINTS OF CONNECTIONS ON THE SITE UTILITIY PLAN. ADJUST BUILDING PIPING LAYOUT AS REQUIRED. 7. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT, CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION. 8. ALL VALVES, TRAP PRIMERS, WATER HAMMERS ARRESTORS OR OTHER EQUIPMENT SHOWN IN WALLS OR ABOVE NON- ACCESSIBLE CEIUNG SHALL BE INSTAU.ED BEHIND AN ACCESS PANEL 9. INSTALLATION SHALL CONFORM TO THE LOCAL ENERGY CODE FOR NEW NON - RESIDENTIAL BUILDINGS. 10. PRIOR TO COMMENCING WORK ON THIS PROJECT, CONTRACTOR SHALL VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL EXISTING UTILITIES IN FIELD BEFORE STARTING WORK. SHOULD CONDITIONS EXIST OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY. 11. CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH AU. OTHER TRADES SO AS TO AVOID UNNECESSARY DELAY OR INTERFERENCES. CONTRACTOR TO REVIEW ARCHITECTURAL AND EQUIPMENT SHEETS. 12. ALL PLUMBING WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPUCABLE STATE & LOCAL ORDINANCES & REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK. ALL PLUMBING WORK & MATERIALS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE LOCAL PLUMBING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPARTMENT OF BUILDING & SAFETY. OBTAIN & PAY FOR ALL PERMITS, FEES & INSPECTIONS REQUIRED BY GOVERNING AUTHORITIES. ALL PIPING TO BE CONCEALED UNLESS NOTED OTHERWISE. 13. THE EQUIPMENT ROUGH -INS AS SHOWN ARE BASED UPON AVAILABLE INFORMATION HOWEVER. IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN. THEREFORE. THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY ON THE CONTRACTOR. 14. CONTRACTOR SHALL PROVIDE GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION. 15. INSTALL SHUT -OFF VALVES ON ALL HOT & COLD WATER UNES TO FIXTURE OR APPLIANCE. ALL EXPOSED WATER AND WASTE UNES TO BE CHROME PLATED. 16. PROVIDE A LEVER HANDLE GAS SHUTOFF VALVE IN THE BRANCH PIPING OF EACH APPLIANCE OR PIECE OF EQUIPMENT. FOR EACH APPLIANCE INSTALL QUICK DISCONNECT, FLEXIBLE PIPE AND RESTRAINING DEVICE FURNISHED BY OWNER. PROVIDE PRESSURE REDUCING VALVES AT EACH PIECE OF EQUIPMENT OR APPLANCE IF GAS PRESSURE GREATER THAN 8" IS USED DOWNSTREAM FROM THE METER. 17. ALL VALVES. UNIONS TO BE SAME SIZE AS PIPE UNLESS OTHERWISE INDICATED ON DRAWINGS. 18. CONTRACTOR SHALL PROVIDE AND INSTALL 3" PVC FLUE EXHAUST & MR INTAKE PIPES FOR WATER HEATER. TERMINATE THRU WALL PER CODE & AND MANUFACTURER'S RECOMMENDATIONS. 19. CONTRACTOR TO PROVIDE AND INSTALL CONDENSATE DRAINS FOR ALL HVAC UNITS TO APPROVED DRAIN POINTS ACCORDING TO LOCAL CODE REQUIREMENTS. 22. 23. 24. 25. 20. CONTRACTOR TO COORDINATE PLUMBING VENT STACKS WITH OUTSIDE AIR INTAKES OF FNAC UNITS & SUPPLY FANS. MAINTAIN AT LEAST 10' -0" DISTANCE FROM ALL INTAKES. 21. CLEANOUTS REQUIRED ON SANITARY DRAINAGE PER UPC 707. SEWER CLEANOUTS PER UPC 719 AND STORM DRAIN CLEANOUTS PER UPC 1101.12 AND 719. CONTRACTOR SHALL PROVIDE & INSTALL PVC FLUE CONDENSATE DRAIN FROM WATER HEATER TO FLOOR DRAIN. NOT USED. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS AND FLOOR SINKS. FLOOR DRAINS /FLOOR SINKS SHALL BE SUITABLY FLANGED PER UPC 412.1. 26. DRAIN PIPING TO CARBONATED DRINK DISPENSERS TO BE ACID RESISTANT PER UPC 811.2. 27. REDUCED PRESSURE BACKFLOW PREVENTERS ARE REQUIRED ON THE WATER SUPPLY TO CARBONATED DRINK DISPENSERS PER UPC 603.4.13. 28. PROVIDE CROSS - CONNECTION CONTROL PER UPC 603. ALL BACKFLOW PROTECTION DEVICES SHALL. BE TESTED AND CERTIFIED PRIOR TO FINAL INSPECTION. 29. FOOD HANDUNG /STORAGE DEVICES /FACILITIES SHALL DRAIN BY INDIRECT WASTE PER UPC 801.2 30. NO RAINWATER TO THE SANITARY. PER UPC 306.2. 714.2 AND 1101.2. UNLESS REQUIRED PER LOCAL JURISDICTION. 31. SIZE AND SLOPE OF ROOF DRAINS, LEADERS, OVERFLOWS, SCUPPERS AND GUTTERS PER UPC CHAPTER 11 AND UBC 1503.6, BASED ON LOCAL RAINFALL PER HOUR. 32. NOT USED. 33. MINIMUM PLUMBING FACILITIES AS REQUIRED BY UBC 2902. 34. WATER CLOSETS ARE TO BE ELONGATED BOWL. OPEN FRONT SEAT. 35. NOT USED 36. WATER HEATER TEMPERATURE AND PRESSURE RELIEF VALVES DRAIN TO OUTSIDE PER UPC 608.5. 37. IN ADDITION TO T &PR VALVES, EXPANSION TANKS ARE REQUIRED ON WATER HEATERS WHEN THERE IS ANY DEVICE WHICH PREVENTS PRESSURE REILEF TO THE BUILDING SUPPLY PER UPC 608.3. WATER HEATER SEISMIC RESTRAINTS REQUIRED PER UPC 510.5. UPPER 1/3rd AND LOWER 1/3rd. 38. 39. WATER HEATER COMBUSTION AIR PER UPC 507, DIRECT VENTED TO OUTSIDE PER MANUFACTURER'S RECOMMENDATIONS. 40. MECHANICAL TYPE WATER HAMMER ARRESTORS ARE REQUIRED ON SYSTEMS WHERE QUICK- ACTING VALVES, SUCH AS FLUSH VALVES OR FIXTURES WITH SOLENOID SHUT OFF VALVES ARE INSTALLED PER UPC 609.10 41. UNDERGROUND FERROUS PIPING SHALL BE PROVIDED WITH CATHODIC PROTECTION AND INSTALLED IN ACCORDANCE WITH LOCAL JURISDICTION RULES. 42. UNDERGOUND NON - FERROUS GAS PIPING SHALL HAVE CONTINUOUS YELLOW TRACER WIRE, MINIMUM 18 GAUGE PER UPC 1211.16. 43. REFER TO DRAWING T1.1 FOR ACCESSIBILITY NOTES. FILE: ktb72H_P1.dwg EDIT: 07 -18-03 • 09:17 BY ERICA. PLOT: 07 -18 -03 0 09:17 .. . .F.•0 , ./ ............ 11 MMIM a SYMBOLS ►r1 SS �4M Gw G -- CW HW - HWR SD - - -- -- TW -FW 1-- --FW2 PLUMBING LEGEND ABBREV DESCRIPTION Y. B. R. YARD BOX ROOF DRAIN A. P. ACCESS PANEL V.T.R. VENT THRU ROOF V.B.F. VENT BELOW FLOOR U.T.R. UP THRU ROOF V.C.P. VITRIFIED CLAY PIPE C. I. CAST IRON A.C.P. ASBESTOS CEMENT PIPE (N) NEW (E) EXISTING F.D. FLOOR DRAIN OFD OVERFLOW DRAIN F.S. FLOOR SINK A.F.F. ABOVE FINISHED FLOOR PLUMBING EQUIPMENT DESIGNATION DESIGNATED NUMBER KITCHEN EQUIPMENT NUMBER: REFER TO KITCHEN EQUIP. DRAWINGS FOR DESCRITION. SOIL OR WASTE (SANITARY)/ WASTE STUB SOIL OR WASTE (GREASE WASTE) /WASTE STUB G GAS / GAS STUB CW COLD WATER / CW STUB HW HOT WATER / HW STUB H.W.R. HOT WATER RETURN V. SANITARY VENT S.D. STORM DRAIN C.D. CONDENSATE DRAIN F.C.O. FLOOR CLEANOUT OR CLEANOUT TO GRADE W.C.O. WALL CLEANOUT TW PREMIXED TEMPERATURE WATER H .B. HOSE BIBB S.O.V. SHUT -OFF GATE VALVE S.O.C. SHUT -OFF GAS COCK C.V. CHECK VALVE P.T.R.V. PRESS - TEMPERATURE RELIEF VALVE B.V. BALL VALVE C.W. E.C.O. COLD WATER BELOW GRADE EXTERIOR CLEAN OUT BFP BACK FLOW PREVENTER FU FIXTURE UNIT M FILTERED WATER FW2 FILTERED WATER COTG CLEAN OUT TO GRADE • ITEM FIXTURE FLOOR SINK FLOOR SINK FLOOR DRAIN FLOOR DRAIN WATER HEATER FLOOR CLEANOUT WALL CLEANOUT HOSE BIBB REDUCED PRESSURE BACKFLOW DEVICE SHOCK ARRESTER WATER CLOSET (HC) WATER CLOSET URINAL LAVATORY HAND SINK MOP SINK POT SINK GREASE INTER- CEPTOR PREP. SINK PRESSURE REDUCING VALVE ROOF DRAIN FAUCET MIX VAT SOIL WASTE Moo M• 3" 2 3" MIN. 2" 3/4` IND. 4" 4 2 w _ 1-1/2* 3" 4" 3 VENT Mb MUD Mo. MP 2 2 " 2" 2" 2 2" 2 2" 2" 2" 2 " 2" - __ WATER -IN WATER -OUT COLD HOT TEMP. WASTE WATER WATER WATER WATER FU FU _ _ __ MO IM __ _ __ 1/2* 1-1/2* 3/4" 1" 1 3/4' 2" - 1/2" PM PM 1/2" 1/2" 1/2" 1 / 2 " 1 / 2 " 1 / 2 " 1/2" 1/2" __ 3/4" 3/4" 1/2" 1/2" _M PLUMBING SCHEDULE 3 3 3 3 4 4 4 1 3 3 3 _ 1 Mi• MP PM wm MM. __ _ 2.5/1 1 MPS MIO 1 2 5 5 4 2 3 4 3 mow DESCRIPTION J.R. SMITH 1 3150 CAST IRON FLOOR SINK (FLANGED PER UPC 412.1) WITH ACID RESISTANT COATED INTERIOR, ALUMINUM SEDIMENT BUCKET, NICKEL BRONZE RIM & 3/4 GRATE. REFER TO DETAIL 2/P2.1. J.R. SMITH 1 3300 CAST IRON FLOOR SINK (FLANGED PER UPC 412.1) WITH ACID RESISTANT COATED INTERIOR, ALUMINUM SEDIMENT BUCKET, NICKEL BRONZE RIM & 1/2 GRATE. REFER TO DETAIL 2/P2.1. J.R. SMITH /2220 -S (SQUARE TOPZOUCO CAST IRON BODY & FLASHING COLLAR (FLANGED PER UPC 412.1) W/ CAST IRONGRATE at SEDIMENT BUCKET. REFER TO DETAIL 1/P2.1. J.R. SMITH 2005 DUCO CAST IRON BODY & FLASHING COLLAR (FLANGED PER UPC 412.1) W/ ADJUSTABLE STRAINER HEAD. REFER TO DETAIL 1/P2.1. PROVIDE TRAP PRIMER (f2220- s -P050) AT TOILET ROOM FLOOR DRAINS. A.O. SMITH iBTH -199, 199 MBH /HR (227 GPH 0100' F RECOVERY RATING) W/ DIRECT VENT SEALED COMBUSTION CHAMBER, BRONZE CIRCULATION PUMP: BELL AND GOSSETT MODELLPR -1, THRUSH. WESTCO, OR TACO, ALL WITH FLANGES. CAPACITY OF TEN GALLONS PER MINUTE AGAINST HEAD OF SIXTEEN FEET. ONE SIXTH HORSEPOWER MOTOR, 120 VOLTS. MINNEAPOLIS- HONEYWELL IMMERSION AQUASTAT L -555 -A, MERCOID OR BARBER- COLMAN. ARRANGE TO START PUMP ON FALLING TEMPERATURE. ADJUSTABLE RANGE, EIGHTY TO TWO HUNDRED DEGREES AND DIFFERENTIAL OF TEN DEGREES. (WH) EXPANSION TANK AS MANUFACTURED BY: WATTS SERIES ET MODEL 1 ET -60. J.R. SMITH # 4020 -U. DUCO CAST IRON WITH ADJUSTABLE SECURED NICKEL BRONZE TOP J.R. SMITH # 4422 DUCO CAST IRON SPIGOT FERRULE WITH CAST BRONZE TAPER THREAD PLUG W/ STAINLESS STEEL ROUND COVER. J.R. SMMTH 1 5509QT- SAP: BRONZE NICKEL PLATED QUARTER TURN. NON - FREEZE HYDRANT WITH HOSE CONNECTION, INTEGRAL VACUUM BREAKER W/ LOCK BOX. (ALTERNATE: ZURN # Z -1305) CLA -VAL MODEL RP -2, BRONZE CONSTRUCTION. J.R. SMITH MODEL 5010 OR EQUAL, PDI "B` RATING. AMERICAN STANDARD 'MADERA' 1 3043.102. 17" HIGH ELONGATED BOWL AND CHURCH 19500C SEAT. SLOAN OPTIMA 111 (1.6 GALLON) FLUSH VALVE WITH 1" CW INLET SPUD. MINIMUM 25 I WATER PRESSURE REQUIRE FOR FLUSHING. AMERICAN STANDARD 'MADERA' 1 2234.015. 14" HIGH ELONGATED BOWL AND CHURCH f9500C SEAT. SLOAN OPTIMA 1111 (1.6 GALLON) FLUSH VALVE WITH 1" CW INLET SPUD. MINIMUM 25 PSI WATER PRESSURE REQUIRED FOR FLUSHING. AMERICAN STANDARD 'WASHBROOK' #6501.010 TOP SPUD (MIN. 14" PROJECTION FROM WALL), WATER SAVER SIPHON JET URINAL WITH FLUSHING RIM, 3/4" CW INLET SPUD, 2" OUTLET CONNECTION THREADED AND(2) WALL HANGERS. SLOAN OPTIMA 1180 -1.0 (1.0 GAL /FLUSH) FLUSH VALVE. MINIMUM 20 PSI WATER PRESSURE REQUIRED FOR FLUSHING. AMERICAN STANDARD LUCERNE 10355.012., VITREOUS CHINA, FRONT OVERFLOW WITH SLOAN OPTIMA ETF- 600 -LT SENSOR OPERATED FAUCET (INCLUDES GRID DRAIN & BDT MIXING VALVE), SPEEDWAY SUPPLIES & JR SMITH 1700 -162 CONCEALED ARM SUPPORT. S -1: STAINLESS STEEL HAND SINK, WALL HUNG, INCLUDES A 6" GOOSENECK STAINLESS. ALL BY UFPC. FAUCET W/ KNEE PEDAL GC TO UNK HOT /COLD PEDALS TOGETHER FOR SINGLE TEMPERED WATER CONNECTION. GC TO PROVIDE SLOAN "BDT" THERMOSTATIC MIXING VALVE (SIMILAR TO LAVATORY) TILED MOP SINK SITE BUILT AND RECESSED IN CONCRETE SLAB BY GC (REFER TO DWG'S Al, S1 & DETAIL 13/ A9.1. GC TO SUPPLY AND INSTALL FAUCET (T&S FAUCET #B -2465 WITH CERAMIC CATRIDGES AND 4" WRIST HANDLES) AND MOP HANGER PLATE (RAT 1889 -CC). GC TO PROVIDE 4' PVC HOSE AND CONNECTOR. MOUNT FAUCET 0 36" AFF. SINK, FAUCETS AND DRAIN SUPPLIED BY UFPC AND INSTALLED BY G.C., WATER AND DRAIN ONES SUPPUED AND INSTALLED BY G.C. (SINK - METCRAFT, FAUCETS -- FISHER) SEE SITE PLAN FOR GREASE INTERCEPTOR SIZE, AND LOCATION. SINK, FAUCET AND DRAIN SUPPUED BY UFPC AND INSTALLED BY G.C., WATER AND DRAIN UNES SUPPUED AND INSTALLED BY G.C. (SINK - GEMINI, FAUCET - CHICAGO) PRESSURE REDUCING VALVE (50 GPM). SET PRV AT 60 PSI. JR SMITH f 1310Y -C ROOF DRAIN W /UNDERDECK CLAMP. • DISCHARGE THRU BACK OF CURB OR PER LOCAL REQUIREMENTS. T & S #8 -0592 FAUCET FOR EQUIPMENT NO. AW29. SUPPUED BY OWNER, INSTALLED BY GC. PCIii• 2e:71 SEPA ERMIT AND APPROVAL P t;. "; L 7) • 65‘, ARCHITECTURE ENGINEERING PUNNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 q MIN OLY M P I C ASSOCIATES COMPANY 1b038 INTNL BLVD. TUKWILA, WA X8168 I COMES 04-13- 04 I PLUMBING SCOPE, SCHEDULES, GENERAL NOTES & DETAILS IR *C 0 P Y I C H T• D MEP W eru MI ANTIS _NIECEIVIO (WY OF n pm,/ 4 SEP 1 0 2003 Pour m 011.0111.03 FEW lIAIIMMTpIL DINE MOON 2'' 36 P1 NM' MU IRR 000) r 4 M utmuut •••••••••••••••••• .. .. ., •••• •• .33::3•"!:3 :33 r tur-r. .�r...0 .:...w...•.... ,••••••••••••••••••••••••••••••• »• • • tlitillttltttlttlUttIttt :ttZ:::flit!:titi:i is SSSt::2::22:Si2S:SSSS:tt2:i2Kt: nuu:u:s st:: 3/4 CO r x �I U •, 3/4" REFER TO SITE UTILITY PLAN(S) FOR EXACT LOCATION OF UTILITIES CONNECTION. ADJUST SEWER, STORM DRAIN PIPING DIRECTION, LAYOUT AND SIZING AS REQUIRED TO REACH POINT OF CONNECTION. FCO I1 1 11 I1 Li CD-- 4" - 4" -0 I: �..i �:«i tf22i ���� - ......« «. »..«....w.w...«�� « ..w..� «...� ... «w .4 r r ' » : I L t = _ I • 4.1 • ......:... cam-- -- 4" BLD'GL SEWER NA.•yNM NyN...wN.N.M�••"�~ ti f1 4" WASTE PLAN NOTES 1 1/2" S. • --- - --- - — ' DENOTES ACID RESISTANT PIPING FCO JIS •J COTG WCO i L 2" VENT 1. ALL FLOOR SURFACES IN KITCHEN, WALK -IN BOXES AND TOILET ROOM AREAS SHALL HAVE POSITIVE SLOPE TO FLOOR DRAINS. COORDINATE DRAIN INSTALLATIONS WITH CONCRETE AND TILE TRADES. PRIOR TO INSTALLATION OF KITCHEN EQUIPMENT, THE FLOORS SHALL BE WATER TESTED FOR DRAINAGE IN THE PRESENCE OF OWNER. ANY FLOOR SURFACES NOT (POSITIVELY) DRAINING SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. 2. NO ROOF PENETRATIONS PERMITTED WITHIN ROOF "WATER VAU.EYS ". REFER TO ROOF PLAN, DWG. A3, FOR LOCATIONS. 3. REFER TO DWG. P4 FOR EQUIPMENT ROUGH -INS. 4. REFER TO DWG. S1 FOR FLOOR DRAIN RIM ELEVATIONS. • ••• • L CD _ 3. s � ..t N.. .•N. «N• NN I ` 3 y y i I. ••• i: � :�••� :- .ru:.r�s :s.. ::ii? :ss:: wwwwwwMw astortentro PROVIDE WASTE UNES FROM PER LOCAL CODE. INDIRECT WASTE CONNECTION PER LOCAL CODE. • • • 4 TO -/ 4• BUI ING SEWER�GREAS / COTG CHOICE OF FLOOR SINK OR DIRECT DRAIN AT 3 COMP. POT SINK IS DEPENDENT UPON LOCAL CODE. CD PROVIDE WASTE UNES FROM PREP LINE TO FS, PROVIDE MR GAP PER LOCAL CODE. PROVIDE CONDENSATE UNE & DRAIN UNE FROM ICE MACHINE TO FS. PROVIDE MR GAP PER LOCAL CODE. BEVERAGE UNIT TO FS, PROVIDE AIR GAP FROM SINK TO FS. PROVIDE AIR GAP FCO 3/4" COPPER CONDENSATE DRAIN FROM EVAPORATOR. DIScHARED TO FLOOR SINK (PROVIDE HEAT TAPE AT FREEZER) 3/4" COPPER CONDENSATE DRAIN FROM HVAC UNITS ON ROOF TO SPILL AT NEAREST ACCESSIBLE FLOOR SINK. REFER TO DETAIL 3/P2.1. CONCEAL DRAIN UNES IN STUD WALL. PROVIDE AIR CAP PER CODE. PROVIDE POLYPROPOLENE "ACID RESISTANT" WASTE PIPING FROM DRINK STATION FLOOR SINK TO MAIN BUILDING SEWER LATERAL. 3" RWL THRU BACK OF CURB AT D/T LANE. REFER TO SITE PLAN/DETAIL. EXTEND WH T&F' VALVE TO FLOOR SINK OR DRAIN TO EXTERIOR PER LOCAL CODE REQUIRED. REFER TO SITE UTILITY PLAN FOR LOCATION OF GREASE INTERCEPTOR. INSTALL PER LOCAL SANITARY DISTRICT REQT'S.. REFER TO DRAWING C4. (5) st• (E) 7 4! 2• L s:ut:zuu ss,usi=u :uuuuxi :matt etuta anal u• •• i n•» KEY NOTES CD nU u PLUMBING WASTE & VENT PLAN SCALE: 1 /4 1 TWO WAY CLEAN OUT TO GRADE. PROVIDE CONC. YARD BOX. KEEP PLUMBING TIGHT TO SINK SIDE OF WALL TO ALLOW FOR RECESSED PANEL. CW STUB UP THRU SLAB. REFER TO DWG P3. SEWER P.O.C. 2' -0" FROM FACE OF BLDG. REFER TO SITE UTILITY PLAN FOR CONTINUATION. INDIRECT WASTE FROM HEATED DISPLAY CABINET AND HOT /COLD WELLS (4). PROVIDE AIR GAP PER LOCAL CODE. INDIRECT WASTE FROM GLASS WASHER. PROVIDE MR GAP PER LOCAL CODE. PROVIDE DIRECT DRAIN WHERE REQ' D BY LOCAL CODE. INDIRECT WASTE FROM WALK-IN BOX EVAPORATOR. PROVIDE MR GAP PER LOCAL CODE. VENT TO ROOF (VTR) FINAL LOCATION SHALL BE MIN. 10' -0" AWAY OR 3' -0" ABOVE OTHER AIR INTAKES. USE COPPER /CAST IRON PIPING ABOVE ROOF AND BRACE AS REQUIRED CONSTRUCT COPPER FUNNEL DRAIN AT FILTER DISCHARGE W/3/4" COPPER TO FLOOR SINK. PROVIDE AIR GAP PER CODE. NO FLOOR/ WALL CLEANOUTS PERMITTED IN DINING AREA. TERMINATE wM INTAKE & EXHAUST VENTS THRU WALL PER MFR DRAIN r+ � or S�PARATE EXTEND CONDESATE ON FROM EXHAUST FLUE TO FS. PERMI T AND APPROVAL RF OUIRED • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 I AR MR PM OLYMPIC ASSOCIATES COMPANY 15038 INTN'L BLVD. TUKWILA, WA X8168 EXPIRES 04 -13-04 I MOM MTV OF 71,Kw•LA SE P 1 0 2003 NNW Cowe NR W.W.II 811E 1/4".1'.' PLUMBING WASTE & VENT PLAN PEW MAUL * C 0 P Y R I C H T r► _ 1. IMO w unis w N 011111111111111111 • awe MOIR 00 23 P2 Pier 110It I BLDG SEWER REASE) SEE DRAWING C4 FOR GREASE ---- -- INTERCEPTOR 13 POC 2 -WAY COTG 1 r - - r r 3" VTR _L -. I ,. , • , ., ,,,.,_....,.. I r PLUMBING WASTE AND VENT ISOMETRIC 2" r (TYP rS..-- `. p--2" 1 W CO I 3 I .. • r 2" - rr r r r 2" ENT ` IF REQ'D ▪ S r b-2 I I I -- I I ; ?L r.. 1/2M .� y I - ~ 4. 1 2M -1 r , - - I I ` r- 3 * VTR � I - .1 `�. -- . r S. r r r NJ r 3" " T1 2"1_ -r I r - r I r I r r ` r 4" BLDG SEWER 1 1 1/2" r r r N r 03:0"`2" POC 2 -WAY COTG r r r M r r r - r d ' J _ r r - -. r r r - ` - r - < r •••■,.. •`, . .,�.. N. N. S. S. N. N .. 2« '`• ,. . 4116,.. " • S- J S. 3 VTR AL `..` v r r1 �.` I r r G2 " S. 1 705' L . W 2w \ . \ ```` rr COM - . r , 3 • - r- S. - - r 2" I I ✓ . ` ''� I ▪ � A. `` �' r I Imo'' S. . I S. t” . t"/ THIS SINGLE UNE DIAGRAM IS ONLY A SCHEMATIC ILLUSTRATION OF THE WASTE / VENT PIPING SYSTEM. REFER TO DRAWINGS P2 & P4 FOR FINAL FIXTURE LOCATIONS AND PIPE SIZING. w S.S. r • � S. �, I IT. . ■ ■ 1 REFER TO SITE UTILITY PLANS) FOR EXACT LOCATION OF UTILITIES CONNECTION. ADJUST SEWER, STORM DRAIN PIPING DIRECTION, LAYOUT AND SIZING AS REQUIRED TO REACH POINT OF CONNECTION. REFER TO DWGS P1 AND P2 FOR EQUIPMENT DESCRIPTIONS AND KEY NOTE CALL OUTS. N.T.S. in c I- FLOOR SINK COPPER CLAMPS ON PTDF BLOCKS 8' OC. SEAT IN MASTIC FLOOR DRAIN —\ O TE: 1. ALL FLOOR SINKS SHALL BE FLUSH WITH THE FLOOR AS SHOWN ABOVE UNLESS OTEHRWISE DIRECTED BY LOCAL HEALTH INSPECTOR. 2. FLOOR SINKS SHALL BE LOCATED UNDER EQUIPMENT SUCH THAT THEY ARE VISIBLE AND ACCESSIBLE FROM AISLES. 3. PROVIDE FLANGE PER UPC 412.1 11111111111111 / FLOOR DRAIN FULL SIZE PIPE VENT TO ATMOSPHERE COPPER CONDENSATE DRAIN. NP. CONDENSATE DRAIN CW SUPPLY TO WATERCLOSET IN STUD WALL CAVITY V • • 'At 1•: • .. • • •• • ••• • ..• . II • e. • •••• i.• •••• ! \.1 PRIMER VALVE PROVIDE ACCESS COVER TRAP PRIMER DETAIL INSTALL FLUSH W/- FINISHED FLOOR RTU DEEP SEAL P -TRAP W/TRAP PRIMER CONNECTION METAL GRATE TO BE 3/4 WITH 1/4 LEFT OPEN. TRAP PRIMER REQUIRED AT ALL FLOR SINKS N.T.S. 1/2* SPACE 1� FOR QUARRY TILE TRAP PRIMER REQ'D AT ALL FLOOR DRAINS NOTE: 1. ALL AREAS OF KITCHEN (INCLUDING WALK -IN BOXES) AND TOILET ROOMS SHALL HAVE POSITIVE SLOPE TO DRAINS. REFER TO DWG. S -1. 2. PROVIDE FLANGE PER UPC 412.1 N.T.S. COPPER P -TRAP TERMINATE AT FLOOR SINK N.T.S. 1/2" COPPER FROM WATERCLOSET SUPPLY TO FLOOR DRAIN TRAPS tga PROVIDE TRAP PRIMERS FOR TOILET ROOMS' DRAINS efiQ AS REQUIRED BY LOCAL JURISDICTION. N.T.S. PERMIT AND APPROVAL REQUIRED CW STUB TO WATERCLOSET. 4 ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 1 IR 16038 INTN'L BLVD. TUKWILA, WA x8168 Fab OLYMPIC ASSOCIATES COMPANY I DOMES 04-13-04 y*o sd11., FM Mil A/1' lift WASTE /VENT DETAILS & RISER DIAGRAM 011.00.03 pain WINEV , ONE IS101 rR w'aa° 'u° 2 0 23 6 SEP 1 0 2003 Mom' aimu • C 0 P Y R I G HT* NO NM I Sal NI • 11131M moms MI I a A SWIM 11101111111111111111 0111111111111111 P2.1 RIR W a WATER 1 GAS PLAN NOTES KEY NOTES 1. WHERE WATER SUPPORTED HOOD ANSUL SYSTEM IS USED -- WATER PRESSURE AT EACH WATER FLOW VALVE MUST MAINTAIN 22 PSI MIN. AND 100 PSI MAX WHEN THE WATER FLOW IS TESTED (INCLUDING ALL SINKS). PROVIDE DEDICATED 1 1/2" WATER UNE TO ANSUL CONTROL BOX GC SHALL NOTIFY OWNER OF INADEQUATE WATER PRESSURE PRIOR TO START OF WORK. FOR ENGINEERED SOLUTION. 2. NO ROOF PENETRATIONS, PERMITTED WITI�IN THE ROOF "WATER VALLEYS" REFER TO D. A3. 3. ALL WATER DISTRIBUTION PIPING SHALL BE LOCATED ABOVE FINISH CEILING PLAN, LION. 4. REFER TO SHEET P4 FOR EQUIPMENT ROUGH IN LOCATIONS. 5. REFER TO DETAILS 3/P3,2 FOR FILTERED WATER DETAILS AND DETAIL 1/P3.2 FOR FILTERED WATER SCHEMATIC. 8. REFER TO DETAIL 4/P3.2 �EM 3.2 FOR WATER PIPING St ATICS. 7. REFER TO DETAIL 16/P3.2 FOR GAS PIPING SCHEMATIC. CP 3" C. DN. IN WALL t18" AFF TO GAS METER. 4710 1" GAS DN. TO WATER HEALER. PROVIDE GAS COCK. NOT USED 41010 CW UP IN WALL TO ABOVE CEILING. REFER TO SITE UTIUTY PLAN FOR SANG (2 MIN.) CIO 3/4" CW AND 3/4" HW DN. IN WALL TO MOP SINK. Co 1/2 CW & 1/2' HW DN. TO THERMOSTATIC MIXING VALVE (SLOAN "BDr TYPE OR APPROVED EQUAL). UNK HOT & COLD TO KNEE PEDALS TOGETHER FOR SINGLE TEMPERED WATER CONNECTION SPOT FOR MAX TEMPERATURE OF 110' F. 4010 O FW2 DN. IN WALL WITH BALL VALVE AND 3/8" FLARED COPPER FEMALE FITTING TO EACH HOT WATER MACHINE. 1/2" CW & 1/2 HW DN. TO THERMOSTATIC MIXING VALVE (SLOAN "BDT" TYPE OR APPROVED EQUAL). UNK HOT & COLD TO KNEE PEDALS TOGETHER FOR SINGLE TEMPERED WATER CONNECTION SPOT FOR MAX. TEMPERATURE OF 120' F. Q NO WATER UNES ARE TO BE LOCATED DIRECTLY ABOVE OR WITHIN 38" OF ELECTRICAL PANELS. :r 1" G WN1H GAS COCK UP THRU ROOF TO ROOF TOP UMT. " 3/4 CW 3 4 HW DN. M W '�' dt ' / ALL TO MOP SINK. 1/2" CW & 1/2" HW DN. IN WALL TO ONE COMPARTMENT PREP MK. CW DOW TO MIX VAT FAUCET a) CONNECT FWI FROM FILTER TO 3 /B" BRAIDED LINES IN BUNDLED SIRUP LINES (2). REFER TO DETAIL 10/P3.1. aill NOT USED 16 1/2" F1V2 DN. IN WALL TO ICE MAKER. 3/8" FWI DN. IN BUNDLED SYRUP UNES TO SODA SYSTEM (2 LOCATIONS). 18 1 1/2" G W /90' STREET ELBOW TO STUB OUT FOR FUTURE EQUIPMENT. 19 1 1/4" G. TO DUAL OPEN FRYER W /90` STREET ELBOW (1" CONN. TO UNIT) O r G. W/'90' STREET ELBOW (3/4" CONK. TO UNIT) 410 GATE VALVE, LOCATE ABOVE KITCHEN AREA. CEO 1/2" FW2 ON. IN WALL TO ICE MAKER. 414) 3/4" CW DN. THRU CEILING TO WATER FILTRATION SYSTEM. PROVIDE S/S ESCUTCHEON PLATE AT CEILING. IFX) 1 1/2 DEDICATED CW ABV. CLG. TO HOOD FIRE SUPPRESSION SYSTEM. PROM LOCKABLE TYPE GATE VALVE WITHIN 3' OF SYSTEM.REFER TO PLAN NOTE NO. 1. VERIFY FINAL LOCATION W/ ANSUL INSTALLATION. 3/4" CW ON. IN WALL TO HOSE 8198. NOT USED. 1 /2" CW BELOW SLAB. NO JOINTS 8 1/2" CW UP THROUGH FLOOR W/BALL VALVE • +4 "AFF. TO DATED DISPLAY UNIT AND HOT/ COLD WELLS (4). MU ROOF TO SF-2. ALVE UNION II 1 1/4 C. WITH GAS COCK UP 1 1/2° ANSUL WATER SUPPLY (22 PSI RESIDUAL MIN.) FFCW SUPPLY NrIM1EDIATELY AFTER POINT OF ENTRY. TEE O T� � S PERMITTED ON ASUL SUPPLY Lam,, 41Ela 11 3/4" CW AND 3/4" HW DN. IN WALL TO POT SINK (2 SETS) 411(0 GAS MANIFOLD IN CEILING. DROP GAS UNE DOWN STUD BAYS. aill NOT USED Q) 1 1/2 " G. (OPTIONAL) TO PRESSURE FRYERS WITH 90' STREET ELBOW AND SEALED CAP. (1 1/4' CONN. TO UNIT) ' NOT USED Q) PEPSI FILTER SYSTEM. REFER TO SCHEMATIC DETAILS 3/P3.1 1/2" TEE OFF WC SUPPLY AND EXTEND BELOW SLAB TO TRAP PRIMER. REFER TO DETAIL 4/P2.1. EMERGENCY MANUAL GAS PULL STATION, MOUNTED AT +48" AFF. €) PROVIDE PRV WHERE WATER PRESSURE EXCEEDS 85 PSI AT BUILDING ENTRY. 1" CW DOWN IN WALL TO WATER CLOSET. » 3/e CW DOWN IN WALL TO URINAL CBI MECHANICAL GAS VALVE SLIPPLIED BY VENDOR, INSTALLED BY CONTRACTOR LOCATE BELOW CLG IN AN ACCESSIBLE LOCATION PER FIRE DEPARTMENT REQUIREMENTS. NOT USED CD REFER TO DETAIL 1/P3.1 FOR WATER HEATER/ CIRCULATION SEPARATE PUMP SCHEDULE. PERMIT AND P APPROVAL FEQ11jRED V 10 PLAN NOTE 1 1/41355 CFH) (460 CFH 1 1 2 (1255 CFH) t/2 11715 CFH HW HWR fW2 3 4" RTU- -1(120 C O FILE: ktb72HJ3.dw'9 EDIT: 07-18-03 • 09:18 BY ER1Q. U FW1 FW2 PLOT: 07 -18-03 • 09:18 19 - 1 r x -11 71 irmurino-torr--- C � { L T 1 -UNE 1 1/4 (FUTURE) (OPTION) (OPTION) (55 CFH) (150 CFH) (150 CFH) ( 300 CFH) 00 CFH FH) l II IIII 11111 I' . ' oilitere i NS 114 64 11111/ 1 1/2 CW HW a D PLUMBING WATER & GAS PLAN 6 SCALE: 1/4W-0" S.O.V. IN Y.B. 11200 CFH) 1 1/4 2" 3/4" 3/4" (2035 CFH) (200 CFH) REFER TO SITE UTIUTY PLANS FOR EXACT LOCATION OF UTILITIES LATERAL CONNECTIONS. ADJUST WATER AND GAS PIPING DIRECTION, LAYOUT AND SIZING AS REQUIRED TO REACH POINT OF CONNECTION. PROPOSED GAS METER BY GAS COMPANY GAS DEMAND: $PACE HEATING RTU - 1 = 120 RTU - 2 = 120 RTU - 3 = 120 SF - 2 = 220 COOKING = 955 COOKING (FUTURE) = 300 WATER HEATING = 200 TOTAL GAS DEMAND = 2035 T.D.L. = 95" -0" CFH CFH CFH CFH CFH CFH CFH CFH ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 AR OLYMPIC ASSOCIATES COMPANY 16038 INTN'L BLVD. TUKWILA, WA x8188 PIN Me $ -- PLUMBING WATER AND GAS PLAN SUM Pour MUM 1114 e jpA RLA SEP 1 0 2003 AMUR Cerro/ MOWN * C O P Y R I G H T * i &Mut us se isms r - aao►ra UM 1/4%1 W 2002238 �sw ww ww� wee P3 PIA' ate AN WI • # • FILE: ktb72HJ'3- 1.dwgEDIT: 07 -18 -03 • 09:18 BY ERK L PLOT: 07-18-03 • 09:18 FASTEN 2X BLOCKING TO FACE OF ADJACENT WALL OR TRUSS PLUMBER'S TAPE STRAP 6 -1/4" DIA. OPENING IN CEILING TILE SEAT. OPENING THRU COUNG 6" PVC SYRUP UNE BUNDLE THRU CLG. 6 --1/4" DIA. OPENING IN SUSP. FRP COUNG TILE SYRUP UNE BUNDLE FACE OF ADJACENT WALL OR TRUSS SYRUP BUNDLE OPENING 6" I.D. PVC CHASE FROM 6" ABOVE CEIUNG WITH 45' SWEEP. SET FLUSH WITH WALL AND FILL W/ FOAM. SEAL OPENING TO FINISH. FIN. FLOOR SECTION \(JEW REFLEPTED CLG, VIEW WALL SECTION 4 w. 4 4%, PVC SYRUP CHASE THRU WALL N.T.S. STUD WALL N.T.S. N.T.S. 10 1 1 12 EXHAUST MIN. ELEVATION NOT USED NOT USED MR INSECT SCREEN INTAKE WATER HEATER /CIRCULATION PIPING vi210 Zak WALL LAVATORY -N FLOOR MOUNT UPRIGHT SUPPORT. SEE SPEC. L/1 SHEET P1. FINISH FLOOR 4x4 WELDED BASE PLATE _ . W/ (4) 1 /2" HILTI KWIK BOLT II. OR EQUAL BY G.C. - •._ IYALLSEGI121 LAVATORY SUPPORT DETAIL • N/A NTS N.T.S. 0 0 OW* 411M11111.1 4111•1111■ FILTER UNE Fl SUPPUES BUNDLED TUBE BY PEPSI 1. DRIVE THRU POST MIX 2. SELF SERVE POST MIX KE rroEs• NOT USED w DIFFERENTIAL TEMPERATURE CONTROL BY JOHNSON CONTROLS A -19 SERIES. OPERATE AT 10' FALL FOR ON /OFF OPERATION. HONEYWELL TIME CLOCK 7 DAY, 24 HOUR PROGRAMMABLE FOR OPERATION. CIRCULATION PUMP. SEE PLUMBING SCHEDULE ON P1 FOR SPECS. STU W/ 3 S /88 X 2 LAG SSC REWS (DRILL P OT HOLE, DO Do OT�HAMMER) THERMAL EXPANSION TANK BY WATTS. SEE PLUMBING SCHEDULE ON P1 FOR SPEC'S. STRAP AND SUPPORT TO WALL. SCHEDULE 40 PVC. GAS COCK VALVE WITH FULL SIZE DIRT LEG. 3/4' DRAIN WITH VALVE & CAP. COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE. EXTEND DISCHARGE PIPING TO FLOOR SINK OR BLDG EXTERIOR AS REQUIRED PER LOCAL JURISDICTION. EXHAUST FLUE CONDESATE. PIPE AND DISCHARGE TO FLOOR SINK. 22" DEEP HEAT TRAP. SEE ELEVATION THIS DETAIL EVERPURE 9437 -11 (KITCHEN EQUIPMENT ITEM X102) HIGH FLOW WATER FILTRATION SYSTEM FILTER UNE F2 BY GENERAL CONTRACTOR 1. ICE MACHINES 2. BUNN H MACHINES } 24" CLEARANCE N.T.S. 3/4" COLD WATER INLET DN. THRU CEILING TO 1 /2" COPPER UNE AND FITTINGS AT ALTER [ _ RPPBFD AND SERVICE BALL VALVE. PROVIDE SS ESCUTCHEON PLATE AT CEIUNG AND SEAL PENETRATIONS. 3/4' F2 OUTLET W/ SERVICE BALL VALVE, EQUAL TO WATTS REGULATOR CO. SERIES 007. PROVIDE 3/4" COPPER TEE W/ 3/4" OUTLET TO COPPER UNE FOR CONNECTIONS BY GENERAL CONTRACTOR TO ICE MACHINES AND HOT WATER MACHINES. PROVIDE SS ESCUTCHEON PLATE AT CEIUNG AND SEAL PENETRATIONS. 1/2" NPT F1 OUTLET WITH SWEATxBARB ADAPTOR TO 3/8" BRAIDED TUBE TO CARBONATOR WITH SERVICE BALL VALVE AHEAD OF EACH CONNECTION. OUTLET TO POST MIX SODA. PROVIDE RPPBFD 0 EACH CARBONATOR LOCATION (TOTAL 2) DUPLEX RECEPTACLE, WITHIN 3' OF FILTER FOR LOW PRESSURE ALARM. COPPER FUNNEL DRAIN W/ 3/4" COPPER UNE TO FLOOR SINK. GFNFRAL N E& 1. OVERALL DIMENSIONS 36" WIDE x 9" DEEP x 32" HIGH 2. UNIT SHALL BE SUPPLIED BY OWNER AND INSTALLED BY GC. 3. ROUGH -INS SHALL BE PROVIDED BY THE CONTRACTOR. 4. INSTALLATION MUST COMPLY WITH ALL STATE OR LOCAL PLUMBING CODES. PROVIDE RPPBFD AT CW SUPPLY PER UPC. 5. THE UNIT MUST BE PROTECTED AGAINST FREEZING. 6. USE ONLY TEFLON (HIGH -LOW TEMPERATURE) TAPE TO SEAL THREADED PARTS; NO PIPE DOPE. 7. DO NOT INSTALL WHERE UNE PRESSURE EXCEEDS 125 PSI OR WHERE TEMPERATURE EXCEEDS 100 ° F. WATER FILTER SYSTEM-.(PEPSI) SEPARATE PERMIT AND APPROVAL RE4 ?ED N.T.S. ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 OLYMPIC ASSOCIATES COMPANY yco EMMLIL 15036 INTNL BLVD. TUKWILA, WA X8188 PIN - RR VS I man 04 -13-04 1 WATER AND GAS DETAILS SEP 1 0 2003 POW A PERMIT StIS/ITIIL NINON * C O P Y R I G H T * _ mew maw w OMR mows 2002236 : P3.1 I • a „../ RTU-1 (120 CFH) 11120 CFH) f METER TOTAL GAS DEMAND - 2035 CFH TOTAL DEVELOPED LENGTH - 05'-0' NOTES GAS ISOMETRIC TO DRIVE THRU POST MIX <Can CARBONATOR 4R> AT FLOOR BELOW DRINK STATION \ FRAISH FLOOR F1 VIA BUNDLED SYRUP UNKS REFER TO DETAIL 10 & 11/P3.1 1 1/41220 CFH) 1 1/21460 CFH) 2'(1255 CFH) ." 7--TO SELF SE POST MIX CARBONATOR<BRE> 1 :-/ --- AT FLOOR BELOW DRINK STATION (955 CFH 1 1/41240 CFH) ( ' 5 2- ) CFH KITCHEN HOOD CAS SHUTOFF LOCATE (505 CFH) • j �Il: 1 CFH (5 (205 / CR ) 1" (120 CFH) HOT WATER MACHINES (2) ( +48" A.F.F.) FILTERED WATER RISER DIAGRAM -PEPSI (EQUIP. ITEM #102) __ (120 CFH) •tisy J F2 1 1 4' DROPS N ELMS TIGHT TO FINISH joe/ PROVIDE 90 STREET WALL SURFACES UNDER H000. 1 -- (55 CFH) RETHERMNJZER (150 CFH) GAS FRYER (300 CFH) FUTURE EOUPIrENT<Or• 1\— (150 CFH) GAS FRYERS (300 CFH) OPTIONAL FRYERS® (300 CFH) OPTIONAL FRYERS® 1. REFER TO SITE UTILITY PLAN(S) FOR EXACT LOCATION OF UTILITIES CONNECTION. ADJUST GAS PIPING DIRECTION, LAYOUT AND SIZING AS REQUIRED TO REACH POINT OF CONNECTION. 2. THIS SINGLE LINE DIAGRAM IS ONLY A SCHEMATIC ILLUSTRATION OF THE GAS PIPING SYSTEM. REFER TO DRAWINGS P3 & P4 FOR FINAL FIXTURE LOCATIONS AND GAS PIPE SIZING. 3. REFER TO DRWING P3 FOR KEY NOTES ( ) AND DRAWING K1 FOR KITCHEN EQUIPMENT ITEMS NTS F2 l F2 IcE D.T.STATION ( +60 AM RTU-3 (120 CFH) • [ mt . COPPER LNG, TYP. 3/4 3/4' -- --- -- 1 1 / FIITER FINER 3 4' RPPBFO AS WIRED BY LOCAL JURISDICTION F1 F1 TO DRINK STATION VIA BUNDLED SYRUP UNKS REFER TO DETAIL 10 & 11/P3.1 a 0 /4 ' )P EL ° r r v TV 44 [I) / 2 • La v 3/4 EL 11 44 11 v /2 ' TMV 2 ' w 1/2" w M v •IE') AUL v 4440. 1/2' CID Ai VP Ala v 3/4 3/4' 3/4" 2" 1 /2 "CWW / GV UP THRU ROOF TO SF-2 3/4' 1 1/2" 1 1/4" WATER ISOMETRIC (NON- FILTERED) • 1 1/2" 3/4 1 1/4' e 1/2' w TO ANSUL S.O.V. 14 V.8. TIN 3/4' TIN 3/4" 1/2° FILTER DETAIL. 1/2' NOTES 3/4 " NOTES 1. ALL ICE MAKERS, COFFEE MILKERS, SPRAY RINSE FAUCETS AND HOSE. END FAUCETS SHALL BE PROTECTED AGAINST BACKFLOW. CONCEAL BACKFLOWS IN WALL BEHIND ACCESS PANEL. 2. PROVIDE WATER HAMMER ARRESTORS AT ALL QUICK CLOSING VALVES. WATER. UNES AND EQUIPMENT FILTERED UNE FW1: (GOLD WATER) (COPPER TUBING - SUPPLIED BY PEPSI VENDOR & INSTALLED BY G.C.) GC TO INSTALL BUNDLED SYRUP (K1) WATER UNES FROM FILTER TO DRINK STATIONS. DRNE -THRU POST MIX SELF -SERVE POST MIX FILTERED UNE FW2: (COLD WATER) (COPPER TUBING - SUPPLIED & INSTALLED BY G.C.) '3- ICE MAKER - ABOVE D/T POST <Ma ICE MAKER - ABOVE SELF -SERVE POST MIX CD- HOT WATER MACHINES 3/4' 1/2" 3/4' MID 1/2' 17() ••• / 1. REFER TO SITE UTIUTY PLAN(S) FOR EXACT LOCATION OF UTILITIES CONNECTION. ADJUST WATER PIPING DIRECTION, LAYOUT AND SIZING AS REQUIRED TO REACH POINT OF CONNECTION. 2. THIS SINGLE UNE DIAGRAM IS ONLY A SCHEMATIC ILLUSTRATION OF THE WATER PIPING SYSTEM. REFER TO DRAWINGS P3 & P4 FOR FINAL FIXTURE LOCATIONS AND GAS PIPE SIZING. 3. REFER TO DRWING P3 FOR KEY NOTES ( €I) AND DRAWING K1 FOR KITCHEN EQUIPMENT ITEMS ( "► 4. FW1 (FILTERED) WATER NOT SHOWN FOR CLARITY. REFER TO DWG'S P3 5. TMV - THERMOSTATIC MIXING VALVE. REFER TO NOTES 6 & 8, DWG. P -3 SEPARATE PERMIT AND IMMO APPROVAL ''r7�flRED • NTS ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEAM WA. 98109 (206) 285 -4300 • OLYMPIC ASSOCIATES COMPANY 16038 INTN'L BLVD. TUKWILA, WA X8188 It ONE Nor SID Nor 1Tllt MI WWII SOU VIM I DOMES 04- -13-04 I WATER AND GAS RISER DIAGRAMS 010103 1 111010 PEW ROOM 2 ISOM Pyr."M SEP 1 0 2003 Aran A * C 0 P Y R I G H T* Il egr al itit IN NM 1 ,11 NTS L ° earli P3.2 NV Ink EQUIP.# DESCRIPTION TYPE PLUMBING ROUGH -IN SCHEDULE LEGEND KEY NOTES ELEV. REMARKS EQUIP./ DESCRIPTION TYPE ELEV. REMARKS V _.� PLUMBING CONNECTIONS FLOOR SINK ( RIM FLUSH W/ FLOOR TILE, SEE DETAIL 1/P2.1) FLOOR DRAIN (REFER TO DWG S1 FOR RIM ELEVATIONS AND DETAIL 2,)P2.1) WASTE OUTLET FILTERED WATER COLD WATER HOT WATER TRAP PRIMER TO FLOOR DRAINS. COLD WATER TO EQUIPMENT NO. 121 GAS CONNECTION EQUIPMENT NUMBER STARTING POINT FOR ROUGH -IN LAY -OUT. FACE OF CONCRETE,U.O.N. 4111/ illgo Q C' P •' TRAP PRIMER TO FLOOR DRAIN. REFER TO DETAIL 4/P2.1. GAAg pIN TORppF Tpppp UNIT RREE TO LOCATION W/ MECHA CONTR DWGS P3 & M3. VERIFY KITCHEN HOOD FIRE SUPPRESSION SYSTEM. REFER TO HOOD FIRE SUPPRESSION D AWINGS+3r 1/2" CW UNDERSLAB, HARD COPPER, NO JOINTS, WRAP PIPING. I CW TOHOOD. REFER TO DWG P3. RAWINGS. KEEP PLUMBING TIGHT TO SINK SIDE OF WALL TO ALLOW FOR RECESSED PANEL. VERIFY WC ROUGH -IN W/ MFR. 101A ( SODA MACHINE DRIVE -THRU FIM1 w +18 - COMBINED W/ BUNDLED SYRUP LINES INDIRECT WASTE TO FLOOR SINK S3 POT SINK (3 COMPARTMENTS) I HW+CW W +19' AFF +3 F B' OFF INDIRECT TO FLOOR SINK 1018 SODA MACHINE /DINING AREA FW1 +18'AFF COMBINED W/ BUNDLED SYRUP LINES S4 PREP. SINK (1 COMPARTMENT) Hw+Cw +19' AFF W INDIRECT WASTE TO FLOOR SINK W +3 MT' INDIRECT TO FLOOR SINK 19 • • 0 • O 4 D 0 � 102 WATER FILTER SYSTEM CW,FWI,F112 CLC COORDINATE FINAL CONNECTIONS W/ ALTER INSTALLER. REFER TO DETAIL 3/P3.1. w - INDIRECT WASTE VIA FUNNEL DRAIN TO FLOOR SINK FD1 FLOOR DRAIN W w - - REFER TO DWG. S1 FOR RIM ELEVATIONS AND DETAIL 2/P2.1 �2' RIM TO BE FLUSH 111TH FINISH FLOOR. REFER TO DETAIL 1/P2.1 121 HEATED DISPLAY UNIT •' 0 1 • et --• , CW ® FLOOR '+a8 UNDERGROUND FROM WALL PROVIDE BALL VALVE 0 FLOOR FS1 FLOOR SINK 228 r: .1 3• .'• ■, al:". 1 TP TRAP PRIMER � HOSE 81� CW W 1.6' v +15 NT CONNECT FROM WC WATER SUPPLY RECESSED IN WALL. W/ VACUUM BREAKER 229 HOT WATER MACHINES FRl AFF ' STUB OUT SINGLE 1/2' Ff2 W/ BALL VALVE 0 (2) 3.Y BRAIDED STEEL FLEX TO UNITS. HB 239 KFC FRYER to +rr err '� 317A ICE MACHINE DRIVE -THRU FW2 +6' -6" AFF '.11111RETTAXSIMTFOXIIrSIRR ' +6' -6AIT - STUB THRU WALL WITH BALL VALVE STUB THRU WALL WITH BALL VALVE ICE MACHINE /DINING AREA ' W FW 2 3178 w CW ABOVE CLG. MURKt[. I WAa It . ID FLOOR DEDICATED WATER LINE. COORDINATE LOCATION w/ ANSUL INSTALLER. ROUGH-IN PLAN NOTES -■— 826 HOOD FIRE SUPPRESSION SYSTEM FAU1 (NW I MIA / AW29) .. OPT wi /eie ' 1. 2. 3. REFER TO DWG'S P1, P2 & P3 FOR FIXTURE TYPES, LINE SIZES, CLEANOUTS AND DETAILS. ALL DIMENSIONS TO FLOOR SINKS AND FLOOR DRAINS ARE TO CENTER OF FIXTURE. ALL KITCHEN/ FLOORS SHALL HAVE POSITIVE DRAINAGE / TO FLOOR DRAINS. ROUGH-IN IN PL N LOCATIONS WITHNFORMATION PROVIDED ON ARCH'L., KITCHEN, STRCUT'L. S FPARgT AND ELEM. DWG'S. GC SHALL CONFIRM, E MATH OWNER, AN Z BE SUPPLIE ACTUAL KITCHEN EQUIPMENT TO DIN . ADJUST ROUGH -IN LOCATIONS V AND DIMENSIONS AS REQUIRED FOR PROPER p i-Oil/RED L INSTALLATION OF SUCH EQUIPMENT. A WV — WC`s' WATER CLOSET/DISABLED +1Q " ' ..... FRYERS Wm f ) C +12' AFF !ATER HEATER G , +15' NT WATER CLOSET STANDARD j (...w +� AFF ok CW/ Mw glum 38" HORIZONTAL S NTAL SEPARATION FROM& A ELECTRICAL PA ; ROOF TOP UNIT /1 c + ROOF ' COORDINATE LOCATION WITH HVAC 'PIPE HOOD" LOCATIONS. REFER TO DRAWING'S A3, S3 AND DETAIL 5/A3.1 u1 A vw +443/4" /IF — RTU1 w +n IX NV RTU2 ROOF TOP UNIT` /2 a G ROOF , L1 LAVATOR/ Iw +z3 AFT RTU3 ROOF TOP UNIT /3 0 • Roof w ' +zU AFT= SF 2 SUPPLY FAN (EVAP. COOLER) cw ROOF 3;i � HAM SR* Tw w � fi; or AFF +36" AFF ' . ' HI/+CIF ' 22 MOP SIN1� ' w FLOAT • 14 16' -r •#tiai L 22 'I ASS..:• �E�.�.SLSiir.Y.S� A» r.. ` �s • Li 11 11 )13 12 I�. N « •«.N«•«wN.•«. «•rw... « « »N. I I 11 ! � Li • lame !!!ii ,Liiftlr � I .�.4 • J 2+ i 11 I I :: : tj I ,, J/ = = = '"".'_ !%/ 1 / , • / \-, ✓ 1. . ..... .... -t NN.... ..... 4 : CD X • \ 10• -0' ji 7. -1 2 • - " Q CO • ; I I • •l 19 -5 ,. +- • ,..• " is a f co N 11" • tit f ..... .... `L.... • a re) I I 21 _ �' ■ ....M......., } t •) • :21 211 ` ..«. ...» 111 K.. ». . .» 11W 4 t A , = MMIUI/MI 1•-r • . amRR ;; .1 NC • •s t • ` i ,0 ge 0 3' -6 ii .-- ...N.. ....::tt::UMW: o ....NN.N.«. « « » «t ! I I %."*" 1 w= — =_...._ ... — .............. —...—. ..« + `N. • • 1 S~ �j •;LLLrLtm , s ,,�•••:f»:LI:L •••••■••••• • •...1 N.N »».. w.«.•«. w...»«.. w. N. �. Nw. w .w...N.N..M.«N.N..o..M....»e.wr 1 2' —r 3 -4 I 13' -9 16' -9" PLUMBING ROUGH —IN PLAN 6 SCALE: 1 /4"=1 ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 1R 15036 INTN'L BLVD. TUKWILA, WA 08188 PLOT MOM AIR — OM WAWA ICU 1/ref-4, Aft 1 DOMES 04-13- 04 I RR INA OLYMPIC ASSOCIATES COMPANY PLUMBING ROUGH —IN PLAN MUG pr_T 31.11111117/11. envViMm SEP 1 0 2003 * C O P Y R I C H T* mitesui MPS MSS= a,;;; N m w IIMw1MO KIM MIME 2002236 w P4 ew NMI IN I teal m O 0 e- 1/C 3/C A OR AMP AF AS AT APPROX. ART. AUTO AUX. AWG BAT BKR C CB CEC CKT C.O. CONC. COND. CR CT CTRL CW DIAG. DISTR. OP ELEV. EMT EQUIP. (E) \EXIST F/A FLUORESCENT UGHTING FIXTURE, CEIUNG, SURFACE OR PENDANT MOUNTED. UGHTING FIXTURE, WALL MOUNTED (INTERIOR/ EXTERIOR). VERIFY ALL MOUNTING HEIGHTS W/ ARCHITECT FLUORESCENT UGHTING FIXTURE, RECESSED IN CEIUNG a.- INDICATES OUTER LAMPS TO BE CONTROLLED BY SWITCH "II". b.- INDICATES INNER LAMPS TO BE CONTROLLED BY SWITCH "b . LIGHTING FIXTURE ON EMERGENCY CIRCUIT OR WITH SELF CONTAINED BATTERY PACK INDICATED BY SHADING (U.N.O.) DOWN LIGHT FLUOR /INCAND FIXTURE, CEIUNG, SURFACE OR PENDANT MOUNTED. RECESSED DOWN LIGHT FLUOR /INCAND FIXTURE. EXIT LIGHT WALL OR CEILING MOUNTED WITH JUNCTION BOX. SHADED PORTION INDICATES EXIT SIGN FACE AND ARROW INDICATES DIRECTION. FLUORESCENT STRIP UGHT. LIGHTING STANDARD, SINGLE ARM LUMINAIRE WITH POLE & CONCRETE BASE. TRACK UGHTING FIXTURE WITH OUTLET BOX. JUNCTION BOX - FLUSH WALL OR CEIUNG MOUNTED. GROUNDING TYPE SINGLE CONVENIENCE RECEPTACLE IN FLUSH WALL 0 +18'AFF U.N.O. - 20A U.N.O. - 208V U.N.O.- SPECIFICATION GRADE. ISOLATED GROUND TYPE DUPLEX CONVENIENCE RECEPTACLE IN FLUSH WALL. O +18" A.F.F. U.N.O., - 20A - 120V - SPECIFICATION GRADE. DOUBLE DUPLEX CONVENIENCE RECEPTACLE IN FLUSH WALL, O +18" A.F.F. U.N.O., - 20A - 120V - SPECIFICATION GRADE. DUPLEX CONVENIENCE RECEPTACLE IN FLUSH CEILING BOX. - 20A - 120V - SPECIFICATION GRADE. ISOLATED GROUND DUPLEX CONVENIENCE RECEPTACLE FLUSH WITH WALL, O +18" AFT U.N.O. - 20A - 120V - SPECIFICATION GRADE. SPECIAL RECEPTACLE AS NOTED, +54" A.F.F. U.N.O. (208V, 30 U.O.N.) DUPLEX CONVENIENCE RECEPTACLE IN PEDESTAL FLOOR BOX. TELEPHONE OUTLET FLUSH WALL MOUNTED, 0 +18" A.F.F. WITH 3/4" CONDUIT STUBBED UP TO CEILING. TELEPHONE /DATA OUTLET FLUSH WALL MOUNTED, 0 + 18" A.F.F. WITH 3/4" CONDUIT STUBBED UP TO CEILING. DATA OUTLET FLUSH WALL MOUNTED, 0 +18" A.F.F. WITH 3/4• CONDUIT STUBBED UP TO CEIUNG. IF TOGGLE SWITCH, + 42" A.F.F., THE FOLLOWING SUFFIX APPLY: NO SUFFIX - SINGLE POLE 2 = 2 -POLE 3 = 3 -WAY K = KEY OPERATED a,b,c, ETC. = INDICATES OUTLET/ FIXTURE CONTROLLED M = TOGGLE SWITCH MOTOR CONTROLLER WITH THERMAL OVERLOAD ONE CONDUCTOR PER CABLE THREE CONDUCTORS PER CABLE AMPERES AMP FRAME /FUSE AMP SWITCH AMP TRIP APPROXIMATE ARTICLE AUTOMATIC AUXILIARY AMERICAN WIRE GAUGE BATTERY BREAKER CONDUIT CIRCUIT BREAKER CAUFORINA ELECTRICAL CODE CIRCUIT CONDUIT ONLY CONCRETE CONDUCTOR CONTROL RELAY CURRENT TRANSFORMER CONTROL COLD WATER DIAGRAM DISTRIBUTION DISTRIBUTION PANEL ELEVATION ELECTRICAL METALLIC TUBING EQUIPMENT EXISTING ARE ALARM FILE: ktb72H _E1.dwg EDIT: 07 -18-03 0 09: 56 BY ERIC!. FIN. FINISH FLA FULL LOAD AMPS FLR. FLOOR FLUOR. FLUORESCENT FT FEET G OR GND GROUND GALV. GALVANIZED GFCI GROUND FAULT CIRCUIT INTERRUPTER HP HORSE POWER HT. HEIGHT HTR. HEATER HV HIGH VOLTAGE HZ. HERTZ IG ISOLATED GROUND KCMILS THOUSANDS CIRCULAR MILS KV KILOVOLT KVA KILOVOLT AMPERE KW KILOWATT LF UNEAR FEET LPS LOW PRESSURE SODIUM LTG. UGHTING MAX. MAXIMUM MCC MOTOR CONTROL CENTER M.H. MANHOLE MTD. MOUNTED MTG. MOUNTING N NORTH (N) NEW NL NIGHT LIGHT NEC NATIONAL ELECTRICAL CODE N.I.C. NOT IN CONTRACT NO, NUMBER M SYMBOL LIST (NOT SYMBOLS MAY BE USED) PLOT: 07-18-03 • 09:56 T --- C ---- A - 1,3 O ABBREVIATIONS N.T.S. N/C N/0 OC O.H. PB POC PH OR 0 PLYWD. PNL P.P. PR PRI. PT PWR. RECP. REQ'D RGS RM. SF SHT. SP SPECS. SQ. ST STD. STLI STRUCT. SUBSTA. SW. SWBD. SWGR. TC. TELEPHONE CONDUIT (AS REQ'D, 3/4" MIN.) BETWEEN TELEPHONE OUTLETS AND TELEPHONE BACKBOARD. COMPUTER CONDUIT, EMPTY WITH MARKER TAPE INSTALLED, 1 "C.O. BETWEEN NEW DATA OUTLET AND EXISTING COMPUTER DATA SYSTEM. CONDUIT RUN CONCEALED IN CEIUNG OR IN WALLS. CONDUIT RUN CONCEALED UNDER FLOOR OR BELOW GRADE, 3/4" MIN. CONDUIT RUN EXPOSED. CONDUIT HOMERUN TO PANEL "A", CIRCUIT 1,3 2 /12, 1/2 "CONDUIT, U.O.N. PANELBOARD DESIGNATION. FLUSH MOUNTED PANEL, +6' - 6" TO TOP. SURFACE MOUNTED PANEL, +6'- 6" TO TOP. DISTRIBUTION SWITCHBOARD, OR PANELBOARD, WALL MOUNTED OR FREE STANDING. MOTOR, NUMBER INDICATES HORSEPOWER, SINGLE PHASE 1/2 HP AND LESS, THREE PHASE OVER 1/2 HP. MOTOR OR EQUIPMENT DESIGNATION, REFER TO MECHANICAL DWGS & SCHEDULES. INDICATES REFERENCE NOTE ON DRAWING. DETAIL "1" ON DRAWING NO. SHEET E -4. TRANSFORMER. CONDUIT STUB-OUT, CAPPED. CONDUIT UP. CONDUIT DOWN. METER SOCKET AS PER POWER COMPANY REQUIREMENTS. TRANSFORMER / XMFR (SINGLE UNE DIAGRAM) CIRCUIT BREAKER, 3 POLE U.N.O. (SINGLE UNE DIAGRAM) SWITCH AND FUSES, 3 POLE U.N.O. (SINGLE UNE DIAGRAM) GROUNDING ELECTRODE TO BUILDING STEEL COLD WATER PIPE AND UFER GROUND SIZE AS NOTED ON THE DWG., U.N.O. DISCONNECT SWITCH, SIZE NUMBER OF POLES AND RATING AS INDICATED. (FUSED IF SUFFIX "F" SHOWN). TELEPHONE PLYWOOD BACKBOARD, 4' x 8' x 3/4 ", U.N.O. WITH MIN. f6 CU GROUND WIRE. OCCUPANCY SENSOR +90" A.F.F. HVAC DUCT SMOKE DETECTOR (DUCT DETECTOR) ANNUNCIATOR +78" A.F.F. THERMOSTAT +48" A.F.F. NOT TO SCALE NORMALLY CLOSED NORMALLY OPEN ON CENTER OVERHEAD PULL BOX POINT OF CONNECTION PHASE PLYWOOD PANEL POWER POLE PAIR PRIMARY POTENTIAL TRANSFORMER POWER RECEPTACLE REQUIRED RIGID GALVANIZED STEEL ROOM SQUARE FEET SHEET SINGLE POLE SPECIFICATIONS SQUARE STREET STANDARD STEEL STRUCTURAL. SUBSTATION SWITCH SWITCHBOARD SW TCHGEAR TIMECLOCK TRANS. TSTAT. U.G. U.N.O. V.I.F. V VA W WP TRANSFORMER THERMOSTAT UNDERGROUND UNLESS NOTED OTHERWISE VERIFY IN FIELD VOLT VOLT- AMPERE WATT WEATHERPROOF PROVIDE ALL LABOR, NEW EQUIPMENT AND NEW MATERIALS U.N.O.), TOOLS AND SERVICES 30. REQUIRED FOR THE COMPLETE ELECTRICAL INSTALLATION SHOWN AND SPECIFIED ON THESE DRAWINGS. ALL WORK SHALL COMPLY WITH THE 1996 EDITION OF THE NATIONAL ELECTRICAL CODE ADA AND ALL OTHER APPUCABLE FEDERAL STATE AND LOCAL CODES. WHERE THE PLANS SHOW MORE RESTRICTIVE REQUIREMENTS, THE PLANS SHALL GOVERN BUT NOTHING ON THESE PLANS SHALL. BE INTERPRETED AS AUTHORITY TO VIOLATE ANY CODE OR REGULATION. • IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PUNS AND OR SPECIFICATIONS OR WITH THE MORE D CCOI�IPP Q L U ETE JOB REQUIREMENTS, _THE HIGHER S SFW.L�PREVAI WHICH BES . THE CONTRACTOR SHALL FURNISH ALL PERMITS AND PAY ALL FEES. . THE CONTRACTOR SHALL GUARANTEE THAT THE INSTALLATION WILL BE FREE FROM DEFECTS OF' WORK- MANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, AND SHALL REPAIR OR OTHERWISE MAKE GOOD AT HIS EXPENSE, ANY DEFECTS DEVELOPING WITHIN THIS PERIOD OF TIME. . THE CONTRACTOR SHALL MAKE POWER CONNECTIONS TO ALL MOTORS AND EQUIPMENT FURNISHED BY OTHERS. . THE CONTRACTOR SHALL INSTALL ALL CONDUITS AND WIRES WITH A MINIMUM NUMBER OF BENDS AND 36, IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE AVOID OBSTRUCTIONS, PRESERVE HEAD ROOM, KEEP OPENINGS AND PASSAGEWAYS CLEAR AND MEET ALL STRUCTURAL CODE REQUIREMENTS. . THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS, FITTINGS, JUNCTION BOXES, PULL BOXES AND EXPANSION FITTINGS REQUIRED TO MEET FIELD CONDITIONS. DETERMINE ACTUAL MATERIAL AND HARDWARE REQUIREMENTS AND VERIFY ALL DIMENSIONS BY FIELD INSPECTION. . THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER. 10. INSTALL CONDUITS FOR ROOF MOUNTED EQUIPMENT BELOW ROOF AND STUB -UP AT EACH PIECE OF EQUIPMENT. FLASH AND SEAL ALL PENETRATIONS. 11. THE CONTRACTOR SHALL PROVIDE SUPPORT FOR ALL FIXTURES AND ELECTRICAL EQUIPMENT TO COMPLY WITH THE SEISMIC REQUIREMENTS OF THE UNIFORM BUILDING CODE AND ALL LOCAL ORDINANCES. RECESSED FLUORESCENT FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE WITH A MINIMUM OF (4) #12 WIRES, ONE AT EACH CORNER. 12. SPACE CONDUITS FAR ENOUGH APART SO THAT CONDUIT FITTINGS ARE ACCESSIBLE. INSTALL PULL FITTINGS IN STRAIGHT CONDUIT RUNS EXCEEDING 200 FEET IN LENGTH AND IN SHORTER RUNS WITH MULTIPLE BENDS. 13. PROVIDE EXPANSION FITTINGS IN STRAIGHT RUNS OF CONDUIT EXCEEDING 200 FEET AND WHERE CROSSING STRUCTURAL EXPANSION JOINTS. 14. PROVIDE AN INSULATING BUSHING ON CONDUITS CARRYING CONDUCTORS OF NO. 4 AWG AND LARGER AND WHERE ANY CONDUCTORS ARE DEFLECTED MORE THAN 30'. 15. ALL CONDUIT CONNECTIONS TO MACHINES AND EQUIPMENT SUBJECT TO VIBRATION (INCLUDING TRANSFORMERS) SHALL BE MADE WITH SEALTIGHf Fl.EX CONDUIT. PROVIDE SUFFICIENT SLACK TO ELIMINATE VIBRATION. ARRANGE CONNECTIONS TO PREVENT THE ENTRANCE OF MOISTURE. 16. VERIFY EXACT LOCATION AND TYPE OF ALL SPECIAL OUTLETS FOR EQUIPMENT AND BUILT -IN FURNITURE WITH EQUIPMENT SUPPUERS BEFORE ROUGHING IN. 17. FURNISH, PLACE AND MAINTAIN GUARDS, BARRIERS AND LIGHTS AS REQUIRED TO PREVENT ACCIDENTS, INJURIES AND LOSSES DURING AND AFTER WORKING HOURS. 48. 18. PROTECT ALL EQUIPMENT AND MATERIALS FROM WEATHER AND CONSTRUCTION DAMAGE THROUGH COMPLETION OF THE PROJECT. 19. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL. APPUCABLE CODES AND THE SERVING UTIUTY. 20. THE ENTIRE WIRING SYSTEM SHALL BE TESTED FOR SHORT CIRCUITS, GROUNDS AND INSULATION RESISTANCE BETWEEN CONDUCTORS AND TO GROUND. 21. FUNCTIONALLY TEST ALL LIGHTING, POWER AND CONTROL CIRCUITS FOR PROPER OPERATION. 22. SUPPLY ALL TEST EQUIPMENT REQUIRED. 23. U.O.N. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS, WIRES, BOXES, SWITCHES, UGHT FIXTURES (WITH LAMPS), RECEPTACLES, SERVICE DEVICES, SWITCHBOARDS AND PANELBOARDS REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. 24. PROVIDE A MANUAL DISCONNECTING MEANS AT MOTOR FOR ALL MOTORS NOT WITHIN SIGHT OF OR MORE THAN FIFTY (50) FEET FROM ITS CONTROLLER. 25. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL BE SERIES RATED FOR NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECT TO. 26. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE UNDERWRITERS LABEL (UL) AND SHALL. BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED. 27. ALL SWITCHES AND CIRCUIT BREAKERS, DISCONNECTING MOTORS OR CONTROWNG EI.ECTRI DISCHARGE LIGHTING SHALL BE WITHIN SIGHT OF MOTORS OR FIXTURES (NOT OVER 50 FT.) BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 28. PROVIDE AN ENCLOSURE OF EQUAL FIRE RESISTANT RATING AROUND ALL FIXTURES AND EQUIPMENT INSTALLED IN OR PENETRATING THROUGH FIRE RATED SEPARATIONS. 29. VERIFY EXISTING SITE CONDITIONS, SERVICE REQUIREMENTS AND EXACT LOCATIONS OF SERVICE FACILITIES BEFORE SUBMITTING BID. dr GENERAL NOTES LOCATIONS SHOWN ON THE ARCHITECTURAL AND MECHANICAL KITCHEN EQUIPMENT DRAWINGS TAKE PRECEDENCE OVER THOSE SHOWN ON THE ELECTRICAL DRAWINGS. REFER TO THE MECHANICAL KITCHEN EQUIPMENT, PLUMBING AND HEAT/VENT / _ _DRAWINGS FOR THE EXACT LOCATIONS, RATINGS, TYPE CONNECTIONS, WIRING DIAGRAMS AND AUX DEVICES. 31. THE CON OR SHALL FURNISH AND INSTALL EMPTY CONDUIT FOR LOW VOLTAGE CONTROL WIRING FOR THE C EQUIPMENT. THE CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT WIRE AND CONNECTIO FOR UNE VOLTAGE CONTROLS. THE CONTRACTOR SHALL MAKE ALL POWER CONNECT - TONS TO A/C EQUIPMENT. 32. THE CONTRACTOR SHALL RECEIVE, STORE AND INSTALL ALL ELECTRICAL ITEMS FURNISHED BY THE OWNER 33. REFER TO THE REFLECTED CEIUNG PLAN AND THE ARCHITECTURAL FLOOR PLANS FOR THE EXACT LOCATIONS OF ALL. UGHTING FIXTURES AND DEVICES. 34. 35. PROVIDE TYPEWRITTEN DIRECTORY CARD IN ALL PANELS. IDENTIFY LOAD SERVED BY EACH CIRCUIT BREAKER. 37. THE CONTRACTOR SHALL PROVIDE A SET OF AS -BUILT DRAWINGS SHOWING THE LOCATIONS OF ALL UNDERGROUND CONDUITS AND INDICATING ALL CHANGES MADE DURING CONSTRUCTION AND ANY DEVIATIONS FROM THE ELECTRICAL DRAWINGS. AS -BUILT SHALL BE DONE ON AUTO -CAD LATEST RELEASE. 38. 39. 40. 41. 42. 43. 44. 45. VERIFY HEIGHT AND LOCATION OF OUTLETS BEHIND WATER COOLERS WITH OTHER TRADES, SO THAT OUTLETS ARE CONCEALED. 46. ALL FREE STANDING ITEMS OF ELECTRICAL EQUIPMENT SHALL BE INSTALLED ON FOUR INCH (41 _ CONCRETE PADS BY ELECTRICAL CONTRACTOR UNLESS NOTED TO BE FURNISHED BY OTHER TRADES. 47. ALL DEVICES INSTALLED OUTSIDE OR IN DAMP LOCATIONS SHALL BE APPROVED WEATHERPROOF. OUTDOOR RECEPTACLES SHALL BE GFCI TYPE AND SUITABLE FOR WET LOCATIONS IN A WEATHERPROOF NEMA 3R ENCLOSURE WHILE IN USE PER NEC 410- 57(b). UNLESS NOTED OTHERWISE, ALL WIRE SHALL BE COPPER. ALL WIRE SHALL BE UL LISTED, RATED FOR 600 VOLTS, NO. 12 MINIMUM SIZE EXCEPT FOR CONTROLS. WIRE USED IN END TO END FLUORESCENT FIXTURES SHALL BE TYPE AVA, RHH OR THHN. 49. LIGHTING PANEL SHALL BE DEAD -FRONT TYPE WITH INTERCHANGEABLE, QUICK -BREAK CIRCUIT BREAKERS, TYPE NQOB BOLT -ON, OR EQUAL. PROVIDE TYPEWRITTEN DIRECTOR CARD IN THE PANEL IDENTIFY LOAD SERVED BY EACH CIRCUIT BREAKER. 50. 54. THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY CONSTRUCTION UGHTS IN ALL SPACES REQUIRED. PROVIDE ENGRAVED NAMEPLATES TO IDENTIFY ALL LOADS SERVED BY FEEDER SWITCHES IN THE MAIN SWITCHBOARD AND DISTRIBUTION PANELS (INCLUDING MOTOR CONTROL CENTERS). SUBMIT SIX (6) SETS OF SHOP DRAWINGS FOR ALL SWITCHBOARDS, PANELBOARDS, TRANSFORMERS AND UGHT FlXTURES. DRAWINGS SHALL BE PICTORIAL. AND INDICATE ALL MATERIALS, RATINGS, DIMENSIONS AND FINISHES. EQUIPMENT SHALL BE APPROVED BEFORE PURCHASING OR INSTALLATION. PROVIDE PULL WIRE IN ALL EMPTY CONDUITS. DIMENSIONS SHOWN ON OUTLET BOXES SHALL BE FROM THE FINISHED FLOOR TO THE CENTER OF THE BOX. FLUORESCENT FIXTURES MOUNTED IN A CONTINUOUS ROW SHALL BE FURNISHED WITH PROPER NUMBER OF CONNECTORS. END PLATES SHALL BE FURNISHED AT THE ENDS OF EACH ROW ONLY. PLASTER FRAMES AND /OR RINGS SHALL BE PROVIDED WHERE REQUIRED BY CEIUNG CONSTRUCTION. VERIFY LOCATION OF UGHTS IN ROOMS CONTAINING EXPOSED DUCTWORK AND PIPING BY OTHER TRADES AND RELOCATE, IF NECESSARY, AS REQUIRED BY ARCHITECT. VERIFY LOCATION OF MOTOR STARTERS, DISCONNECTS, PANELBOARDS, ETC., IN ROOMS CONTAINING EXPOSED DUCTWORK AND PIPING BY OTHER TRADES AND RELOCATE TO AN ADJACENT, UNOBSTRUCTED AREA AS REQUESTED BY ARCHITECT. TIME SWITCHES CONTROWNG OUTSIDE UGHTS SHALL HAVE ASTRO -DIAL, SKIP -A -DAY AND SPRING WOUND CARRY -OVER PARAGON NO. EC -74 OR APPROVED EQUAL WITH CONTRACTORS. 51. ALL FEEDER CONDUCTORS AND BRANCH CIRCUIT WIRING SHALL BE TYPE THWN OR THHN COPPER. 52. CONVENIENCE RECEPTACLES, SWITCHES, TEL AND DATA OUTLETS - FLOOR OR WALL MOUNTED - SHOWN IN CLOSE PROXIMITY ON THE PLANS, SHALL BE INSTALLED IN THE SAME ASSEMBLY; TWO OR THREE GANG OR AS REQUIRED. 53. ALL EQUIPMENT TO BE FURNISHED SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE EARTHQUAKE REGULATIONS OF THE UNIFORM BUILDING CODE. MOUNTING RECOMMENDATION SHALL BE PROVIDED BY THE MANUFACTURER. PENETRATIONS IN FIRE RATED WALLS OR THROUGH FLOORS, SHALL BE ARE-STOPPED IN ACCORDANCE WITH THE LATEST UBC CODE. 55. GROUND ISOLATED WIRING SHALL BE COPPER, THWN, GREEN WITH YELLOW TRACER. 56. LIGHTING FIXTURES AND EQUIPMENT OF THE EXACT TYPE AND QUALITY SPECIFIED AND INDICATED ON THE DRAWINGS SHALL BE PROVIDED IN ORDER TO ACHIEVE THE QUALITY AND LEVELS OF ILLUMINATION INCORPORATED IN THE LIGHTING DESIGN. g ro; ) iieW SEPAR PERMIT AND 4PPRD O111PED ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 16038 INTNL BLVD. TUKWILA, WA x8188 GENERAL NOTES, SYMBOLS LIST, & ABBREVIATIONS 1R _ PIAII rm rR Mrs !at R I, OLY M P I C ASSOCIATES COMPANY Pima cam* mr4VM SEP 1 0 2003 S c 0 P Y R I G H T* • • l aWr is Pag i al a 2002 AN OR • I PHOTOMETRIC SITE PLAN 1000AT/ 3-POLE Sou RATED SINGLE LINE DIAGRAM 00004 BUS, 120/20111/. 120/20111/. 30, 4W C.U. 65KAIC U.G.P.S 41 -32, 34, 36 3112 & 11126, 1/2'C H -36, 40. 42 312 k 10126, 1/2 EF -1 EF -2, SF -1 k SF FM STARTER a FA RE1AY. INSTALL 12o/20BV,30, 4W, 1000& UNDERGROUND PULL SECTION PER %R NdG UTILITY COMPA SPECIFICATIONS. ( TO PROVIDE A INSTAL . FM MOTOR STARTERS, FOR EF1 t 2 A SF1* 2, ON VAREIMAY ABOVE PANEL D'. LC. TO PROVIDE LANA= MAE PLATE ON EACH STARTER TO IDENT1FY FAN SERVED 0 -2, 4, 6 3112 & 10126, 1/2 D 10, 12 3112 & 11126, 1/2°C THE MAIN SwrrcHeor�a0, K.I. PANELS(EXCEPT PRIM 'B'- P09ERLp1(_) _M!D AL CIRCUIT BREWERS SHALL BE MANUFACTURED m' ONE ANY. THE ELECTRICAL SYSTEM SHALL HAVE A MINIMUM METRICAL MiO SCR � ADM RATING R D 000 APES ME CIRCUIT BREAKERS SWILL. BE ATI CHED TO THE SWITCHSON10 IMb EACH PANEL 8f THE MIV UFACTURER. VilOOMIlO ELECTRICAL. SERVICE DIVISION OF RESPONS BU 1r' Ums itef Mt' le MOWN UMW l� 0 © r.u.w► UMW © CO MOWN aaruo�r © UMW arwloMO� 0 SERVICE EQUIPMENT ELEVATION U.G.P.S. FINISHED SLAB INCOMING SERVICE LATERALS FROM UTILITY COMPANY TRANSFORMER ELECT. /COMMUNICATION SITE PLAN EQUIPMENT DESIGNATION PANEL A PANEL B PANEL C PANEL D LPANEL H 46,400 MISC POWER WATTS 70,942 69,666 AIR COND W/ LCL WATTS 67,215 TOTAL WATTS 71.182 77,224 69,666 TOTAL CONNECTED LOAD = 332,636 THE EQUIPMENT RATED FULL LOAD AMPS AS STATED ABOVE IS FOR THE WORST CASE SCENARIO OF THE EQUIPMENT TO BE INSTALLED ON THESE PROJECTS. SERVICE INSTALLATION NOTES: (9- 14,,18 LOAD SUMMARY B- 10,12,14,11 1. CONTRACTOR SHALL CONTACT UTILITY CO. FOR UNDERGROUND SERVICE AND TRANSFORMER REQUIREMENTS AND SHALL INCLUDE ALL WORK IN BID. 2. CONTRACTOR SHAD. VERIFY FAULT CURRENT WITH UTILITY CO. AND PROVIDE PROTECTION OF PANELS AS REQUIRED. 3. CONTRACTOR SHALL VERIFY THE SERVICE VOLTAGE W/ UTILITY CO. AND REVISE AND BALANCE PANELS AS REQUIRED. SAGE SNAGE AWAY KEY NOTES THE MAIN SWITCHBOARD, ALL PANELS(_EXCEPT PANEL 'B'- POWERUNK) AND ALL CIRCUIT BREAKERS. SHALL BE MANUFACTURED BY ONE COMPANY. FOR ADDITIONAL MANUFACTURER NOTES, REFER SINGLE UNE DIAGRAM NOTES THIS SHEET. PANEL BOARDS MDP, A, B, C, D, & H FAN STARTERS, AND ALL DISCONNECTS ARE TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. IF UTILITY COMPANY PROPOSES A SERVICE DIFFERENT FROM THAT ILLUSTRATED, CONTACT THE CONSTRUCTION ENGINEER FOR A DECISION BEFORE PROCEEDING. CONTRACTOR TO COORDINATE AVAILABLE SHORT CIRCUIT CURRENT W/ LOCAL UTILITY AND PROVIDE CIRCUIT BREAKERS W/ SUFFICIENT INTERRUPTING CAPACITY. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING METERING COMPARTMENT & MAIN BREAKER REQUIREMENT WITH LOCAL UTILITY COMPANY & THE LOCAL ELECTRICAL INSPECTOR TO MEET ALL N.E.C. REQUIREMENTS BEFORE PURCHASE AND INSTALLATION. EXTEND (1) 2" CONDUIT TO EXISTING TELEPHONE VAULT AT NW CORNER OF PROPERTY. FIELD VERIFY EXACT LOCATION OF TELEPHONE VAULT. FIRE SUPPRESSION SYSTEM. ALL ELECTRICAL SUBPANELS SHALL HAVE KEYED 'LOCKABLE' DOORS SUCH THAT BREAKERS MAY BE TURNED 'OFF' FOR EQUIPMENT SERVICING AND PANEL LOCKED BY SERVICE TECHNICIAN. WIRE IG TO ISOLATION GROUND BUS ON PANEL AND LAND IG GROUND TO SINGLE POINT GROUND. D0 NOT COMBINE COMMON GND_ TO IG CND PERMIT AND StotMtlool Afro Wellman Project: AN Prolate LAM ICE Or was ROTATED2 901H IN 90° 1 0 F • 90 DEGREES 110000 110000 0.720 I LSI 02111t -2- 1000- YNR -CT (ON 24 0.720 LSII - b 1000- YMR -CT (ON 24' : ' ::i / R W 1a to ui u ,Ir ...." , W ef ip 4 IL. r is al r i w g 0 k b L L/L eirdi : L 1 113 4 f ... y ._ ni, 1 r 1. L 1 L I. /.. %. L . at W 1a • L 1a L u L. 1 1. IA SA r L >ta :a. L ~ L. l.. • sre i 1a 1.. i 1.. W W 1.. ~ �/ W V 1.. I. 1.r u. lu I .. L. W 1.a W L L W , W 1u W l.. 1.. L. W r W 1s L L 4 1.. L L L 1.a 4s i.. 1.. L. lea l.. . L/1. L 7 i L 11. 4 L L L W i... l.. 4s l.. I'm s I1 1 / W ::!i u t. 1i. is ua ilalla / 4 b t ' is lu 1r. J 1 & 4 la la • 11. • 1► t 4 - la 16 • S. s,. Is L a 4 L L L L L t. It 4. 1. L L b L 1a la L L to L L L %, L s. L L L L L L L L L '4 1.. 4 4 b L L L L b L 1s L L L L L L Iv In L L L L L L L 4 L L L b to b 4 L L 16 L. L 1. L 1. L 1. L L %a %a L 1 6 b 1a 4 it. to 4 4 L L L s is 4 I. V 1. L L 1.. L b 1. L L L to L L L L to L 4 4 to L L L %la L 4 L to L 1 L 1s 1! 4 L 4 4 • L 4 b I 9.011 120.1 �� FILE: ktb72N,E2.dwg EDIT: 09 -03-03 0 12: 32 BY ERK:L A MI 11ox 4.21 1 •.74 LLF 4 1. 1a L to 1. 16 is 4 L L L is to 1. L U L L to L 1. L L 4 V V b b 1. 1. L L L L L %. L to to la L to L to to % L 1. L 11. 16 L b b I. 4 L 1r to b b 10 L to L 1. 10 to to 1u L 1I. 1... 11A 1e.. l.. 1a 1a t$ L L L L b so L L is la L L M 1. b L 1. L 'L b 1s L 1w 1w laa 1u 141 1u I.a Ma loo is 1. L L 10 la s. L la L L 1a L 4 1 1. s>r• :,,.mss LEI. >r 4 4 L 4 L I b ti 1 . um leo low Isa 1 10 lw ti 111 L 1a L SA L L B to b 1w 1. 1.a 1a. 1w W W I. to t. L s. L L ti is Si b. t. Iv lue las Ma Us Iva 114.110 % L b L t► L L I. L to L L 1a 1.4 lu t. 1117 110 1L. 117 k. lao to is ti b b s. L b b L L PLOT:09 -03 -03 0 12 :32 Men L b L L a to V L L L 1J loo 4 7a ti 1u L us 7t.. Its so t. I. I. 4 h L to %a Zr to to to to 4 r L 1. L to la U Ia to L L 1r. b L L 1r. b L L b sa a l.. 1616 b L to L 16 l.. 1.a b L L to L w 1.. lM ti v to L L L. lu ls. W I. L L b i.. L. 1.. lea I. L L 16 16 1.a. 16 I. L S. L IL us w b L L b L. 1.. 1.. L I. 1a L L 1.a faa 1.. 4 L L 1a 11. 1.,. 4 I. % 1. L L L L L s. V L 1. L to to L d L L 9 L 4 4 4 to L L la 1 L L L L 4 4 L V b L L 4 1. L V 1. • L L 1. 16 16 b L 4 L L fi I. L li s. sr o • • F E OUIRED ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 OLYMPIC ASSOCIATES COMPANY 16038 INTN'L BLVD. TUKWILA, WA 98188 I 612 5 / 200. 1 PIN MIR 11N1 SINGLE LINE DIAGRAM & NOTES II-12-413 mneveo env or 71 mom S E P 1 0 2003 MINT Montt-, WOMB POIESIMIN PIA IMO 00 C OP Y R 1 G H T• IRVIN MAw IT LlM �t R__ 002236 E2 AR UR r PANEL 'H' 201 CONVECTION OVEN 228 6H0 PRESSURE FRYER 1� 11 I1 11 11 11 11 11 t1 11 11 11 11 11 t/ 6 8 10 12 14 16 18 20 22 24 26 28 Q VA 69.666 VA BRKR WATTS VOLTAGE 120/208 , PHASE WIRE otal Connected Load :Ph A otal Connected Load:Ph B otal Connected Load:Ph C Maximum' Phase Connected Load: Ph B obi C rt soled Load p X Ma'* rwal) SOURCE =MAIM Description G General (Non - Continuous) i. Ugh** R Receptacles - to 10 KVA over 10KVA K Kitchen H Heating M Motors LM Longest Motor WH Water Heater C Continuous General Load U <User Defined Load Type> PANEL _ H (10,000 AIC) MAIN 225A LUGS ONLY 23.587 VA 197A 23.707 VA 198A 22,372 VA 186A 23,707 VA 71.1KVA 197.6AIl8 Connected Subfed Loads Loads (S) O 0 O 0 1.000 0 0 64,620 0 O 0 1.590 0 2.376 0 O 0 O 0 O 0 Total Loads 0 0 1.080 0 64.620 0 1,590 2.376 0 0 0 0 0 0 9135 Demand Factor 100% 125% 100% 50% 65% 100% 100% 125% 125% 125% 100% 0% 0% 0% 795 9255 3504 7920 PANEL " D " LOCATION SEE E -3 MOUNTING FLUSH FEED SEE SINGLE UNE P , I►M A B C 50 3504 3504 3 50 3 1 20 1 20 0 1 20 1 20 1 20 1 20 1 20 0 1 20 120 1 20 \ 20 792 3\ z 3504 3504 0 540 540 Viamor # #1 6 0 0 1.080 0 42.003 0 1.590 2,970 0 0 0 0 0 0 DESCRIPTION E•# TY PE 6H0 PRESSURE FRYER 228 K FRYER SF -2. .75 HP 1 SHUNT PROTECTED AT MAIN BREAKER CONNECT TO THE HOOD FIRE PROTECTION PANEL AND HOOD EQUIPMENT REQUIRED FOR SHUNT TRIP CONTROL PROVIDE INTERLOCK W/ HOOD MAKE UP NR SYSTEM TO DEACTIVATE SUPPLY FAN UPON ACTIVATION. PANEL H TO BE DE- ENERGISE UPON ACTIVATION OF ANY ARE PROTECTION SYSTEM IN ALARM CONDITIONS. Total Demand Lomb 47.6KVA 132.3 AMPS K FRYER 228 K K FRYER 239 • E03 R E03 T009 MOO 5 HP 1'SF -1 LM LM LM SF -2 M PANEL "C' WAD EO,# DESCRIPTION MIRE WATTS SIZE A BRKR q(T -BUS- 8 C AMP P NO. CONN. - • WH WH 229 HOT WATER MACHINE #10 2985 WH SPARE SPARE SPARE G 189 CCTV #10 #10 2985 R E04 LMUTY OUTLETS /OFFICE 112 Q: #12 600 30 / 19 2 21 0 20 1 23 20 1 25 720 20 1 27 20 1 29 20 1 31 WH 229 HOT WATER MACHINE #10 815 AR SPARE 142 DISPLAY WARMER #12 142 SPARE - 0 189 CCTV #12 136 FRIES HEATER #10 1360 K 127 HEATED DRAWER #12 127 HEATED DRAWER #1 2 otol Connected Lood:Ph A otal Connected Load:Ph B otal Connected Load :Ph C xlmum" Phase Connected Load: Ph B 01.1 Oare eoMd Load 0 X Meiirea di OTES: G L R K H M LM WH C U DL 1. OTALS VOLTAGE 120/208 PHASE ,,,,.. WIRE 4 WITH ISOLATED GROUND BUS SPARE SOURCE =!!Iltdi 11 Description /12 1500 General (Non - Continuous) U9 Receptacles - to 10 KVA over 10 KVA ICtchen Heating Motors Largest Motor Water Heater Continuous General Load <User Defined Load Type> Demod Load (Hospitals) - to 50 WA over 50 WA O 20 1 3 PANEL MAIN 20 1 1 380 20 1 5 20 1 7 K 125 HEAT DISPLAY K # 10 #10 #10 2640 2640 30 / 9 2640 11 / 3 13 2985 30 / 15 2985/ 600 20 1 33 0 20 1 35 20 1 37 900 20 1 39 9065 10830 6905 900 20 1 41 22.533 VA 188A 24.498 VA 204 A 21,133VA 176A 24,498 VA 73.5KVA 204.2AI115 Connected Subfed Loads Loads (S) 4.060 0 600 0 720 0 0 47.244 0 O 0 2,160 0 1,440 0 11.940 0 O 0 O 0 0 68.164 VA C (10,000 MC) 225A LUGS ONLY 0 VA wsr. 2 4 6 a 10 12 14 18 20 22 24 1200 #12 U/C REFRIG. (2) 1528 r _# 1 I -UNE (RIGHT TO LEFT) 11528 IMF 20 20 20 �2S 20 20 20 20 20 20 20 20 20 20 Ila O - SPARE 11528 #12 SAFE #12 BREADER 600 #12 BREADER 360 #12 I IWNJZER ♦11U Rf0O5 1440 #10 FULL. HOT. FREEZER O -- SPARE #12 WALK -IN LTS. - SPARE 900 #12 BATTERY CMIGERS /OFFICE 0 - SPARE BRKR , P WATTS 16 26 28 30 32 34 36 38 40 42 1 1 1 600 3 1 1 1 1 1 1 1 1 1 1 1 20 1 20 1 20 0 1 20 1 20 0 100 0 0 13448 Total Demand Loads Factor 4.060 100% 600 125% 720 100% O 50% 47.244 65% O 100% 2.160 100% 1.440 125% 11.940 125% O 125% O 100% O 40% O 20% O 0X 68,164 VA LOCATION SEE E -3 MOUNTING FLUSH FEED SEE SINGLE UNE WIRE' SIZE #12 - #12 WEB Demand Load 4.060 750 720 0 30.709 0 2.160 1,800 14,925 0 0 0 0 0 55.124 VA DESCRIPTION E0.# U/C FREEZER 305 302 7001 700 407 407 T004 300 SPARE 714 SPARE SPARE SENSOR FLUSH UNIT E08 SPARE 8 1 PROVIDE LOCK -ON DEVICE. 2 NOT USED 0 NOT USED 4 I -UNE T001 TO SUPPLY POWER TO EQUIPMENTS T003, T006, T007, T008 AND TO10 Total Domed Laub 55.1 KVA 153.1 M '$ LOAD TYPE M M K K K G K K M LM MEW L G - - G 1 SPARE SPARE SPARE SPARE SPARE 3 COMP SINK #10 #10 MUIJC - IH COOLEi /VEGEUDLE5 f 10 #10 #10 HULK -N COOLER /CHICKEN #10 #10 #10 ROOF RECEPT #12 OMB #10 #10 ICE MACHINE/D.T. SODA #12 1 #12 ICE MACHINE /DINING #12 #12 A B C 2385 2385 2385 1348 1348 1348 1348 0 1348 1348 0 0 0 1976 1976 905 905 905 905 8502 7962 6891 AMF 30 3 20 15 :1 5 2 37 39 2 41 11 11 11 11 1� 11 11 1� 1/ 11 11 UU 11 LOAD TYPE M M M #10 M M M M M M R MAN M M M M VOLTAGE 120/208 PHASE 3 WIRE 4 EQ.# DESCRIPTION 303A WALK -IN FREEZER 3038 304 501 317A M 3178 M Total Connected Lood :Ph A Total Connected Lood:Ph B Total Connected Lood:Ph C 1 " Maximum" Phase Connected Load: Ph A Tel/ Celr�selsd Lea/ w X Ya1 LnI Wad Type d L K H N LM WM C U OL SOURCE • Lava DsscrpRbn WATTS BRKR _ P SIZE General (Non -fond uou.) Ughtifyi Recopied's - to 10 KVA etas 10 Mt Kitchen Heating Motors Largest WIRE Meier Mater Meter Continuous oeneral Lead <Um OeAn Wed ad Ty'e, Domed Lead (Robb A Melels) - M 20,000 1M hem 20„001 I. 100,000 M1 PANEL D (10,000 AIC) MAIN 400A LUGS ONLY 3 3 1 1 z 2 26.675 VA 25,970 VA 24,579 VA 26.675 VA 80.0KVA Connected Loads ISO 0 540 0 0 61.060 1 5.444 0 0 0 0 77.224r BRKR NO. CONN. NO P AMP 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 20 1 20 2 4 6 3 8 \ 20 10 12 3 14 1 30 1272 #12 #1 EF -3, 1/4 HP M 16 1 15 18 1 20 22 1 20 24 20 222 A 216A 205A 222.3 AIl$ Subfed Total Loads (5) Leeds 0 0 0 0 0 0 0 0 0 0 0 26 \ 50 28 / 30 3 32 \ 50 36 3 \ WATTS WIRE B `SIZE 1272 1272 1272 1272 665 500 0 0 4908 4908 4908 5148 4908 38 \ 50, 40 42 3 181731800171768E 5148 TTIMI Domed Lea* 0 r .224 1272 /12 }12 EF -2. 3 HP #12 #12 EF -4, 1/6 HP Q EF4 M - SPARE MEP 180 #12 #6 �2 PROVIDE LOCK -ON BREAKER Demand Demand Fedor Le 180 100% 180 O 125% 0 540 100% 540 O 50% 0 0 100% 0 O 100% 0 81.000 100% 61.060 15.444 125% 10.303 O 125% 0 O 125% 0 O 100% 0 O 50* 0 O 40% 0 LOCATION SEE E -3 MOUNTING FLUSH FEED SEE SINGLE UNE DESCRIPTION EQ.# LOAD TYPE SPARE #12 EF -1, 3 HP EF1 EF2 M M M M SPARE FRE SLPPRE SIGN SYS 2I 826 C RTU -1 01 RTU1 M # M 4908 #6 M 4908 81.1KVA 225.2 MAPS 5148 # PANEL "A" PANEL "Er (LIGHTING CONTROL PANEL) LID #10 #12 2040 MI MI CI 0 MI rm NI No CI MI f/EI MI 801 DB as MEI III 1000 1350 nin 360 900 6514 IN 2040 180 180 1350 1200 900 6714 3000 30 20 550 20 20 20 1000 20 20 20 1350 30 30 240 20 20 20 90o 20 13 20 NM 1217M 11111 20 le 20 20 20 20 20 30 20 20 20 20 20 2000 720 1080 III 360 MIME 560 900 Ell 720 180 720 ai ra NI al ite: as an flEPPR nn 740 1920 720 SPARE SPARE I-UNE (LEFT TO RIGHT) pos,,G ei 77 0 BUS CONN. LOAD TYPE PHASE 3 WIRE 4 WITH ISOLATED GROUND BUS MAIN 225A LUGS ONLY SEE E-3 LOCATION MOUNTING FLUSH FEED SEE SINGLE UNE 129 129 wARmING CABINET 124 ADO ON UNIT 406 103 102 240 240 SPARE DESCRIPTION WATER HEATER IGNITER MARINATOR CARBONATOR/D.T. CARBONATOR/DINING DRINK SYS/D.T. SODA DRINK SYS/DINING ALTER MICROWAVE MICROWAVE RE ZE WATTS 004/e3 MIXER/TBAER 170 SIGN 813 FLY FAN/sERvkx DoOR 812 FLY FAN,D/T WINDOWS IA 812 FLY FAN,D/T WINDOWS NOTES: 1. 2, L taad Description Type O General (Non-Continuous) over 10 WA H Heating M Motors ui Largest Motor WH Water Heater C Continuous General Load Di_ Dewed Load (Hotels & motels) - to 20.000 from 20.001 to 100,000 VA over 100.000 VA 8390 BRKR 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 33 35 37 39 1 41 4 14 16 18 20 22 24 26 28 30 WATTS vAR DESCRPTION cAsHircKT PRINT E06/801 EC. MONITOR MONITOR/IG (4) ex 192 192 MONITOR/IG (5) 192 34 36 1 20 #12 TEL BOARD 194 195 38 1 20 #12 SECURITY SYS 820 40 1 30 #10 HAND DRYER (OPT.) 807 42 1 30 #10 HAND DRyER (opT.) 807 8 PROVIDE I.G ORG. WIRE TO I.G. GROUND BUS. OPTIONAL, MAY USE MUZAK (EQUIP. ITEM 1825) IN UEU OF JUKE BOX. VERIFY WITH OWNER. PROVIDE LOCK-ON BREAKER I-LINE T002 TO SUPPLY POWER TO EQUIPMENTS Total Connected Lood:Ph A Total Connected Lood:Ph B Total Connected Load:Ph C "Maximum" Phase Connected Load: Ph C 23,482VA 196A 22,222 VA 185A 25.478 VA 212A 25,478 VA 76.4 KVA 212.3 Ale3 Total Demend Ledo 54.2 KVA 150.5 PIPS SOURCE ItIlellikaa Connected Loads 6,260 240 3,260 49,614 6,606 1,200 0 0 0 Subfed Loads (S) 0 0 0 0 0 0 0 0 0 Total Demand Loads Factor 6.260 100X 240 125% 3.260 tom O 50X 49.614 65% 4,000 100* 6.606 100% 1.200 125X O 125% O 125% O 100% O 50% O 40% O 30% Demand Wed 300 3,260 4.000 6,606 0 0 0 0 0 71,162 VA 0 VA 71.1 82 vA 54.177 VA LOAD TYPE NOTE: THIS PANEL SHALL BE A "SQUARE D" POWER LINK G3 TYPE WITH SWITCHABLE CIRCUIT BREAKERS AND #1000 PROGRAMMABLE CONTROLLER. THE CONTROLLER SHALL HAVE 3 ZONES OF CONTROL a) OUTSIDE UGHTS & SIGNS .0 POLE MOUNTED LIGHTS 40 INSIDE UGHTS THE INSIDE UGHTS CONTROL ZONE SHALL HAVE BUNK WARNING PRIOR TO OFF AND MOMENTARY CONTACT 45 MINUTE OVERRIDE SWITCH OPTION. PROVIDE A LOW VOLTAGE, MOMENTARY CONTACT, UGHTED, TOGGLE OVERRIDE SWITCH WITH RED COVER PLATE. VERIFY LOCATION OF SWITCH WITH OWNER. THE CIRCUIT BREAKERS MUST BE ARRANGED PER THE PANEL SCHEDULE BECOUSE THE CONTROLLER IS PROGRAMMED AT THE FfrzToRy. THIS PANEL IS SUPPUED BY THE OWNER THRU THE EQUIPMENT SUPPUER. CIRCUIT BREAKERS MARKET SV/ITCHED BY THE COMFIRM ON/OFF TIMES FOR ALL ZONES WITH OWNER. CI PROVIDE LOCK-ON DEVICE ARE NOT (0) FOR PARKING UGHTS AND SITE SIGNS, MOVIDE (7) 3/4"C FROM PANEL "Er AND STUB OUT 10' -0" AWAY FROM THE BLDG. VERIFY EXACT LOCATION OF STUB PRIOR TO ROUGH-IN. 30201 I III #10 PLAZA IJGHTING 380 #10 PLAZA UGHTING 0 Lood Type Receptacles - to 10 aver 10 KW Kitchen Misting Motors Largest Motor Weer Motor Continuous Oenend Load <Mgr Defined Leed Type) from 20,001 le 100,000 W1 ever 100.000 Nk Connected Loads 0 0 44.400 vi Sobiled Loads (S) 0 0 0 0 0 0 0 0 0 0 0 0 MI Total Osmond Loads Factor O 100% 414400 25% O 100% O 50% O 10011 O 10011 O 10011 O 125% O 125X O 12511 O 100% O 50% O 4011 O Mil 41.400 vi toed 0 0 0 0 0 0 0 0 0 LOAD TyF NOTE DESCRIPTION INTERIOR FLOURESCENTS AWNING UGHTS AWNING UGHTS OUTSIDE UGHTS OUTSIDE UGHTS MENU BD OD/T 0 SHOW WINDOW (2) (2) 1 (2) PARKING LTS BUILDING SIGN BUILDING SIGN BUILDING SIGN (SQUARE 0- POWERUNK "G3" IJGHTI NG CONTROL PANEL THIS PANEL IS SUPPUED BY THE OWNER THRU THE EQUIPMENT SUPPLIER. GC TO CONFIRM SPECIFIC "G3" BREAKERS REQUIRED BASED ON SITE SPECIFIC CONDMONS). LOCATION SEE E-3 VOLTAGE 120/208 PANEL B (65.000 A.I.C.) MOUNTING FLUSH PHASE 3 WIRE 4 MAIN 225A LUGS ONLY FEED SEE SINGLE UNE BUILDING SIGN Total Connected Lood:Ph B Total Connected Lood:Ph C Vaximum" Phase Connectod Load: SOURCE in esti! WIRE_ WATTS BRKR ci a SIZE A B C Am p Ft NO. BUS 20 1 19 1767 20 1 3 #12 1190 #12 400 #12 1200 1190 20 1 5 • 20 1 7 20 9 400 2 11 20 1 13 1920 20 1 15 1920 20 1 17 #12 350 1920 20 1 21 1339 20 1 23 20 1 25 525 20 1 27 #12 525 20 1 29 #12 310 2 33 #12 1200 20 1 35 #12 1200 #12 1200 20 1 37 20 1 39 1200 20 1 41 80E14 8042 7774 16,034 1 CKT NO. 2 4 520 12 1 20 16 18 20 22 24 26 28 30 32 34 36 38 40 42 BRKR WATTS 1_30 1200 1200 N s< 2 1300 1950 1950 1300 1300 1 20 100 1 20 1200 1 20 1 20 1200 1 20 1200 1 20 1200 1200 1 20 200 WIRE SIZE #12 #10 #12 )12 112 DESCRIPTION DIRECTIONAL SIGNS FREESTANDING SIGN PARKING LTS PARKING LTS PARKING LTS 'NT LT/EMER/SD PREVIEW BO. SPARE BUILDING SIGN NEON UGHT (KFC) BUILDING SiGN LOAD NOTE TYPE 1 2 1 MIT AND VIRED ARCHITECTURE ENGINEERING PLANNING MANAGEkIENT 701 DEXTER AVE N. SEATTLE, WA. 98109 (206) 285 4300 PIN MR "SIMINIVIM NI AO In% 111 IN MI OW UMW 11111611881111 SUM MN= AIM MR 111110 Int ling OLYMPIC ASSOCIATES COMPANY SEP 1 0 2003 POW OPIUM TACO 15038 INTN'L BLVD. TUKWILA, WA 98188 PANEL SCHEDULES 11-12-43 mom mum RNA amp 2002 36 E2.1 AM IOU RN UM • NO. DESCRIPTION FILTER (PEPSI) CARBONATOR MENU BOARD ADO ON UNIT <la HEAT DISPLAY HEATED DRAWER XIASIER ELECTRICAL POWER PLAN DRINK SYSTEM /D.T.SODA 120 1 DRINK SYSTEM /DINING WARMING CABINET WARMING CAST (SOLID BACK) 120 1 FRIES HEATER 120 SANDWICH 1MRMER /HOLDING BIN 120 HOLDING BIN TIMER 1 120 FOOD WARMER : 120 ALUM. P.O.P SIGNS 120 CCTV 120 CASH REGISTER W /CRED.CARO 120 MONITOR -SHELF MOUNTED MONITOR - CEILING MOUNTED TICKET PRINTER OFFICE. COMPUTER CONVECTION OVEN PRESSURE FRYER HOT TM MACHINE DUAL OPEN FRYER DUAL OPEN FRYER MICROWAVE FULL HLCT. FREEZER ICE MACHINE NOrT USED VOLT QUAN. HP AMP KVA CONN. PLUG TYPE REMARKS 120 1 120 1 120 2 1/3 7.2 120 2 120 1 208/3 1 120 2 -- 120 2 -- 1 1 1 2 • 5 120 4 120 6 120 4 120 4 120 1 208 2 120 1 HALF HI REFRIGERATOR 120 2 208 2 _ - 11.3 1.36 0 _ U. G. CONDUIT TO PANEL "C" 12.7 -- _ @ NEMA L5 -15P, .06 NEMA 5 -15P .38 , (2)NEMA5 -15F UNIT IS SUPPUOED WI 2 CORDS. VERIFY ROUGH -IN BOX LOCATION WITH MFR. - - 5 .6 @ LOCK -ON DEVICE C.B. (VERIFY QUANTITY) -- -- .18 ow SEE KEY NOTE #3 -- , 2.2 -- 2.2 WHELK -IN COOLERS 206/3 2 1.5 - - 4.0 WALK -IN COOLER (CHICKEN) 206/3 1 1.5 -- 4.0 HALF HI FREEZER 120 1 5 0.6 ®c 4 1.0 e- MATCH PLUG TYPE 4 1.0 e•- MATCH PLUG TYPE 22 1 5 -- .18 : COORDINATE LOCATION W/ EQUIP. INSTALLER 4 .48 © 7.83 .9 e- U.G. CONDUIT TO PANEL "C" 17 2.1 NEMA 5 -15P 1 (SINGLE) -- 2.0 0 -- 2.7 0.5 12 1.44 17 -- 4,0 • k illE10 4130 4E4 >p► D l _nr:1111111111 ;.. = . p....1111.. D -35,37 A -13 C-9,11,13 �� A -3 A -23,25 C -31 A -35 D -31,33 0 Q FREEZER - ��, 1 3.0 0 18 It U. G. CONDUIT TO PANEL "C" 0 a U.G. CONDUIT TO PANEL C. HARDWIRE TO UNIT. <g .i> 3 COMPARTMENT SINK -- NBA 5-15P - I OFFICE PLAN ENLARGED JP 41_ UNDER DRINK SYSTEM COUNTER REFER TO KEY NOTE # 2 SEE KEY NOTE 03 SEE KEY NOTE 13 SEE KEY NOTE f3 -- �i 03> U 120 1 -- 1 -- SHUNT TRIP MAIN CIRCUIT BREAKER IN PANEL SEE KEY NOTE #5 SHUNT TRIP MAIN CIRCUIT BREAKER IN PANEL SEE KEY NOTE /5 HARDWIRE TO HOOF COND. UNIT I1/SWITCH, 72" NI 11 A -15 0I _ NEMA 6 -30P UG CONDUIT TO PANEL A. SEE KEY NOTE 06 * E7 A -19 D -39,41 NO. 204/3 2 -- 31 -- (Et-- NEMA 5- 50P SHUNT TRIP MAIN CIRCUIT BREAKER IN PANEL (0 TYPE 1; 208 1 -- 22.1 -- 4D 208/3 4 -- ! 29.2 -- G NEWA 5 - 50P SHUNT TRIP MAIN CIRCUIT BREAKER IN PANEL la 208 2 -- 28.9 10.4 N(MAI1 6 -50P GC TO PROVIDE • INSTALL PLUG TYPE. C" Th = I II II V C 18 (Q» BREADER DESCRIPTION LL <TIP. HOT WELL MIXER/TIMER SAFE (OPTIONAL) WIC! AIM CABLE TV TIME CLOCK 120 ':?:.4 ii D.T. WIRELESS SPEAKER SYS 120 D.T. BASE STATION '(W). D.T. MESSAGE REPEATER D/T WINDOW <ED _ FLY LAMP BATTERY CHARGERS 1 • SEE KEY NOTE 13 Iwo DRYERS (OPTIONAL) FLY FAN D/T FLY FAN DOOR DUCT DETECTOR WATER HEATER A -20 4 SECURITY SYSTEM A -28 ELECTRICAL EQUIPMENT OFFICE 120 120 IT VOLT QUAN. HP AMP KVA 1 120 120 120 208 120 120 120 120 2 120 120 120 120 120 120 120 -�- 1 2 1 1 1 1 1 2 2 2 1 1 • LLLUMP TED ALARMING 120 • 11 ® ILLUMINATED ROOF CUPOLA 120 *1 1 1 7 A -41 4.0 15 1.8 8.2 1.2 5 -- 19.0 4.0 © - - 3.0 .2 1.0 0 .12 CO .2 e _ 2.0 - - .9 .9 (.I� - - 1.5 e 0.5 - - .18 ,A© -- .18 <► TEL. PH ORD. 120 1 -- - - .18 0.LUMIIATED LIGHT BAND 120 • • �r ri r rr rr r ___ =& CONNECTION SCHEDULE CONN. PLUG TYPE • I NEMA 5 -15P NEMA 5 -15P MUZAK SYSTEM 120 1 -- -- (MP HOOD FIRE EXTING. SYSTEM _ 120 ` 1 - .18 IRRIGATION TWA 120 1 -- -- .18 • - - L - LOCK -ON DEVICE C.B. SEE SHEET E8 MOUNTED IN CEILING TILE REFER TO DETAIL 12/E8 SEE KEY NOTE #3 SEE KEY NOTE #3 SEE KEY NOTE #3 RECESSED U 4, REMARKS WITH MANUAL SW BY WINDOW WITH DOOR MICRO SW. PROVIDE WALL SWITCH • J BOX C- 8,10,12 OPT. SEE KEY NOTE #7 SEE SHEET E8 0 *COORDINATE ROUGHING WITH VENDOR - - 2.10 © *COORDINATE ROUGHING WITH VENDOR -- © *COORDINATE ROUGHING WITH VENDOR WI ISOLATED GROUND PER TEL. CO. REQUIREMENT OPTIONAL IN LIEU OF JUKE BOX ELECT. SMUT- OFF /M15IL BOX. PAOMID( RELAYS /CONTACTORS PROVIDE 2" C. TO BLD'G EXTERIOR • 6" ABOVE GRADE NO. DESCRIPTION VOLT QUAN. HP AMP KVA CONN. PLUG TYPE <EMITILIIY OUTLETS/ SHOW MUMS 120 UTIRTY OUTLETS/ FRONT COUNTEF 120 6 <FIQ UTlliTY OUTLETS/ COOKING AREA 120 6 ® UTILITY OUTLETS/ OFFICE UTILITY OUTLETS/ DINING +KTTCI#1i 120 5 MISC. P0S /SECURITY 120 4 ® UTILITY OUTLETS/ COOLER SENSOR FLUSH UNIT I -UNE (RIGHT TO LEFT FLOW) 208 'p' I -LINE (LEFT TO RIGHT FLOW) 208 ® I -LINE STUN CJIBINET HOOD 7 120 4 120 1 2 Mg& RETFERMALIZER, DOUBLE TAN( 120 1 015> RETHEFWIA JZER TIMER 120 1 QMI> h STEAM TABLE TIMER/21 CHANNEL 120 2 CHEESE NEVER /DOUBLE 206 2 Tomo GRILL /SPLIT UD COORDINATE ROUGH - IN WI STORE FRONT INSTALLER lop Dtw. OPEN FRItER ,gyp sTAGWNG UNIT N HOLD CAAWi(OUICH DOORS) i. 120 1 -- 4.6 .55 NEMA 5 -15P GFI/WP OUTLET 120 120 120 2 C -40 08 2 6.8 -- t2VA/T7 0 NEMA 5 -15P MOUNTED IN CEIUNG TILE -- .18 0= NEMA 5 -15P CONV. OUTLETS • 48" OC UNDER COUNT( NEMA 5 -15P COW OUIIETS 14S' DC UNDER HOOD, 10 SHIN fW L --- .18 (gp NEMA 5 -15P GF1 IN DINING AREA (2) -- 1.8 el NEMA 5 -15P SINGLE TYPE OUTLETS 96 34.6 CLG. CHASE WIRE TO 'MS".SEE SINGLE LINE DIAGRAM E2.1 96 34.6 CLG. CHASE WIRE T O "MIS',SEE SINGLE LINE W O W E2.1 1.0 .18 . - .063 .35 15.8 19.2 1.0 0 KEY NOTES .18 0 NOM 5 -15P -- 120 1 _ 20 2.0 NEMM 5 -20R SHUNT TRIP REMARKS PANEL FOR MOTOR STARTERS AND HOOD FIRE EXTINGUISHING SYSTEM CONTACTOR, SUPPLIED BY CC. SURFACE MOUNTED ON WALL AIXNE PANELS. CUTLER HAMMER P8348X - 15 ". P834TF COVER, 34 X 5 ". WIRE STARTERS AND PROVIDE CONTROL CIRCUITRY PER WIRE DIAGRAM # 8 SHEET ( -8. MENU WARD. VERIFY EXACT LOCATION W/O INER. CC TO PROVIDE J-90x AND MIAICE FINAL CONNECTIONS. HUBEIEU OR LEVHTON #5262 -I.G. DUPLEX OUTLET. INTERLOCK ALL EQUIPMENT UNDER THE HOOD AND SUPPLY AIR FANS WITH ANSUL SYSTEM SUCH THAT THESE DEVICES SMUT DOWN UPON ACTIVATION OF THE ANSUA SYSTEM. EXHAUST FANS TO REMAIN RUMNHNG. REFER TO DWG. H4 AND DETAIL 10/(8. PROVIDE 1 /2 (ANSUUL SYSTEM TO PANEL H). A -31 SHUNT TRIP MINIM CIRCUIT BREAKER IN PANEL A-37 CAD 22 A-39 A -36 A-21 ELECTRICAL POWER PLAN CO SCALE: 1/4"=1 KEY NOTES CONT'D MAIN SWITCHBOARD "MSB' NEMA 3 (SEE DRAWING E2) CONTRACTOR TO INSTALL CONTROL CABLE FROM FREEZER/ COOLER FAN COIL TO ROOF MOUNTED CONDENSER. CONTRACTOR TO SEAL ALL FREEZER/ COOLER PENETRATIONS PER MFR. FLOOR J -BOX TO BE PROVIDED FOR ROUGH -IN: GC TO MAKE FINAL CONNECTIONS & CIRCUITRY. VERIFY FINAL OUTLET LOCATIONS WI EQUIPMENT INSTALLER. SECURITY SYSTEM: I (1) (NEXT' TO x4 -�6ox Aeo�vE� C�u"VEG� TO CIRCUIT B-30. (1) DUPLEX OUTLETS AT 84" A.F.F. (BEHIND VCR) & CONNECT TO 20 AMP BREAKER CIRCUIT 13-30 WITH LOCK -ON. • (1) DUPLEX OUTLET AT 96' A.F.F. FOR CCTV MONITOR , AT SERVICE AREA. CONNECT TO CIRCUIT 8 -30. 1001/T002 I -UNE CHASE TO SUPPLY ELECTRICAL POWER FOR TACO -BELL EQUIPMENTS NO. T003, T006, T007, T008 AND T010 (1 1/2" C, 4 #1, 1 #6 CU BOND) 3/4 "C. 3012 & 1 112 GND. 1'C, 3#6 • 108 GLAD. & 1#6 ADD'L NEUTRAL (4 POLE) 3/4 "C, 2 #10 a 1 110 co. N 3/4 "C, 3110 & 1110 GND. PROVIDE AN ADDITIONAL. #I2 GND FOR ISOLATED GROUND RECEPTACLE. (4)1" CONDUITS : (1) POWER. (1) ORDER CONFIRMATION. (1) DRIVE THRU COMMUNICATION. (1) SPARE, STUBBED UP IN SLAB ABOVE CEIUNG. 3/4 "C. 2 #8 • 1 #10 GND. 3/4'C. 3 #8 & 1 #10 GND. WIRE FROM J -BOX ABOVE CEILING DOWN THRU WINDOW MULUON TO D.T. WINDOW. INSTALL FLY FAN WITH JAMB MOUNTED AGITATION SWITCH (PLUNGER TYPE) INSTALL FLY FAN WITH TRACK MOUNTED ACTIVATION SWITCH (ROLLER TYPE). CIRCUIT TO ROOF DISCONNECT VIA J- BOX MOUNTED �•�+ 7722' AFT, PROVIDE WALL SWITCH WI NAME PLATE 1 • C/ 3 #6, 1 #6. NEUTRAL L 1 #10 CND. PRcMO( HUBBELL EXTEND 3/4' FLEX CONDUITS UP INTO PARTITION AND CUT IN OUTLET BOXES (1) POWER, (1)SPEAKER AT 18" AP COORDINATE W/ DECOR INSTALLER AND PROVIDE SECTION OF STEEL POST SUPPORT TO CONCEAL CONDUITS. VERIFY LOCATIONS OF CEILING RECEPTACLES WITH OWNER PRIOR TO ROUGH -IN. REMOTE TEST STATION • ANNUNCIATORS - FROM SENSOR. EXTEND 2- CONDUCTORS TO REMOTE TEST STATION & ANNUNCIATOR FOR FAN SHUTDOWN. PROVIDE 2 ADDITKINAL 240C POWER CONDUCTORS TO EVA DETECTOR. ALL SIGNAL • POWER WIRING TO BE #18 AWG TWISTED SHIELDED PARS. REFER TO 2/E8 FOR LOCATION. PROVIDE 3 LOCKING RECEPTACLE FLUSH Lt11TH CEILING SEPARATE (MAINTAIN 36 CLEAR WORK SPACE IN FRONT OF ELECTRICAL PANELS. PERM/ T A ND VERIFY LOCATION OF P0S ELECTRICAL POWER SUPPLY WITH I -L.NNE MLAINUFACTURER. ' I f 110M. • 1/4 " =1' -0" ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 i PION Mb ALIT VS NI W W1e OLYMPIC ASSOCIATES COMPANY 16088 INTNL BLVD. TUKWILA, WA 98188 ELECTRICAL POWER PLAN SEP 1 0 2003 'SAMT R * C 0 P Y R I G H T* • M M MOIR i P• -23 15gOCLG rnCE) 17gOCLG 5 17gOCLG I T hi rer 19fOCLG (NP) 1:111 1iiiiV io l l AS A6 SEE DWG. E2 SEE DWG. E2 SEE DWG. E2 SEE 2DWG. 2 PARKING (2) HUBBELL f MSV- A1000H- VP8 -1 -A4 LOT LSI 'GREEN BRIAR' (ALTERNATE) NOT USED PARKING (3) HUBBELL fMSV- A1000H- W8 -1 -A4 LOT LSI 'GREEN BRIAR' (ALTERNATE) ASYM SQUARE (2) 1000W MHBT56 (CLEAR) 25' POLE (3) 1000W MHBT56 25' CLEAR POLE MT 2x U.L 1 300 LISTED WET LOCATION. MT 3x U.L 1300 USTED WET LOCATION. 3 11 l I ''* : 4 . I EEO LOCATION P ' IN LOT PED. PLAZA PED. PLAZA EXT. WALL � OFn E TOILETS KITCHEN DINING KITCHEN EMERG. EXIT SIGNS EXIT SIGNS LL MANUFACTURER ITEM NUMBER M -A2 (2) ARCHITECTURAL AREA UGHTING UCM LUM BEL H2 100MH DBZ SLA4 -2 4R14-125 QUICK CRETE COLOR: ADOBE TAUPE W/ MODEL a R-1 ALB UGHT SANDBLAST TEXTURE THOMAS #CSF- 100- M- MT--LP UTHONIA I2GTB- F- 3- 32 -Al2 -120-1/3 -GE8 UTHONIA f2GTB---3-32-Al2-120-1/3 -GE8 UTHONIA I2GTB- _- 3 -32 -A 12 - 120 -1 /3- GE8 -EL UTHONIA / ELM4 -_ -N UTHONIA # LQM- P- W- 1- R- 120 -ELN BACK MOUNTED UTHONIA T � /fRONT & BACK DES FIXTURE TYPE /BALLAST IES TYPE II DIST. LIGHTED BOLLARD UP & I ONCE - HPF BALUST 2'x4' FLANGEDCESSED - 3 -LAMP 2'x4' RECESSED - 3 -LAMP 2'x4' EMERGENCY - 3 -LIMP EMERGENCY UGHT EXIT SIGN EXIT SIGN LAMP (3)- F32T8/SP41 (3)- F32T8/SP41 (3)- F32T8/SP41 (2)-5W S HALOGEN LED 250W (2) 100W MH 150W HPS MOUNTING VOLT 14' POLE 208 BOLLARD 208 WALL,EL9 -3 208 OF FIXTURE RECESSED 120 FLANGE RECESSED 120 LAY -IN RECESSED LAY -IN 120 RECESSED/ UR 120 ,, E +7' -6 OW +8'- 6"KITCHEN 20 SURFACE 120 CLG. LIGHT FIXTURE SCHEDULE (ALL UGHT FIXTURES SUPPUED BY GC, U.O.N. WATT 310 U.L 8 USTED WET LOCATION. 2x U.L. 130 LISTED WET LOCATION. 190 U.L USTED WET LOCATION. 96 96 93 10 5 5 REMARKS U.L USTED WET LOCATION. PRISMATIC LENS GYP. 8D. CLG PRISMATIC LENS T -BAR CEILING PRISMATIC LENS NO. QUANTITY LOCATION MANUFACTURER /ITEM NUMBER W1 J 6 SERVICE UTHONIA I AFV_26TRT- 5- AR -CGL- 120 DOWN UGHT FLOUR COUNTER RECESSED WITH LENS. W2 DINING CUSTOM PENDANT - KFC KFC 5 DINING CUSTOM WALL SCONCE (KFC) 13 4 NOT USED CIO FIXTURE TYPE /BALLAST WALL MOUNTED 14 HMG LT aN�OOR WI B TSYR) WP FLUOR LTG WP FLUOR LTG LAMP MOUNTING VOLT WATT REMARKS 1 -26W DTT RECESSED 120 32 LAMPS NOT INCLUDED PL 13 FLOURESCENT + WALL 120 13 LAMPS NOT INCLUDED 2 . (2)- F48/T12HO AWNING 120 170 PREMED 8Y NNISIG SUPPLER (2)- F96/T12DH0/0 • 19fOCLG (TYP) 21 fOCLG 21 fOCLG W1 DIRECTIONAL AS NOTED W3 BLDG LIGHT ATLAS AIRINGS (481L - 961.) H.O. ALUM. FACTURE. DER BAND (SUPPLED/INSTALLED BY VENDOR,WIRED BY EC) Y 1 ROOM HUBBELL CF11213 B -5,7 air av U v " �r � ioo � , �n I" r� � CONTRACTOR) " � D 9,11 EC of WP FLUOR LTG SURFACE 2 -LAMP (2) - F48/T12H0 (2) CFT13W /GX23 PENDANT CENTER OVER TABLE 120 60 LAMPS NOT INCLUDED AWNING 120 260 PRE:D 8'f ROOF Cl0 LIGHT BAND 120 175 PREWIRED BY UGHT BAND SUPPLIER � URFACE 1 ZO 34 PROVIDE JAMB MTD. DOOR +8 -0" WALL MICRO SWITCH ELECTRICAL LIGHTING PLAN SCALE: ,i.._,. -0. NOTES: 1. SEE SHEET El FOR SYMBOLS /LEGEND 2. EXTERIOR UGHTS AT ENTRANCES TO BE ON EMERGENCY POWER 3. CONFIRM LIGHTING FIXTURE QUANTITIES WITH SUPPLIER. CONNECT TO ET-4. SEE SHEET E5 FOR EXACT LOCATION. FIXTURE PROVIDED BY OWNER, CONDUIT, WIRE AND INSTALLATION BY CONTRACTOR. C3 FIXTURE, SWITCH AND DOOR JAMB HEATER FACTORY INSTALLED WITH COOLER / FREEZER UNIT. CONTRACTOR TO COMPLETE CIRCUITING. ALL CONDUITS ENTERING OR LEAVING COOLER SHALL BE PROVIDED WITH EYS SEAL -OFF FITTING WITH COMPOUND PER NEC 300 -(7a). 5D HOOD UGHTS AND SWITCH PROVIDED BY HOOD MFR. GC TO 9,1 B- 25,27,29 8 - 25,21,29 W3 25 9.11 27 W3 8 -9,11 9,11 KEY NOTES COMPLETE CIRCUITING. GENERAL CONTRACTOR TO PROVIDE ROUGH -IN ELECTRICAL AND MAKE FINAL CONNECTIONS. COORDINATE LOCATION OF J- - BOXES W/ VENDOR. COORDINATE J -BOX LOCATION WITH WOOD FRAMING SO IT REMAINS CONCEALED BEHIND FIXTURE. ALL B FIXTURES TO BE AT SAME HEIGHT, VERIFY WITH ARCH. DRAWINGS. SEE SITE PLAN DWG. E2 FOR QUANTITY AND CIRCUITRY. REFER TO DETAIL 4/A0.5 FOR LIGHT POLE FOUNDATION. CENTER SINGLE PENDANTS OVER TABLES. REFER TO DWG. A2. PROVIDE HEAT TAPE ON CONDENSATE LINE. CONNECT TO CIRCUIT INDICATED. HOOD ACTIVATION SWITCH ( +48" AFT.). REFER TO DETAIL 10/E8 FOR SEQUENCE OF OPERATION. V LOCATIONS OF CEILING RECEPTACLES PRIOR TO ROUGH -IN. 8ff CE LL WITC CEILING TILE (OUTLET/ PLATE-WHITE) MENU BOARD. VERIFY EXACT LOCATION W /OWNER. GC TO PROVIDE . J -BOX AND MAKE FINAL CONNECTIONS CONTROLLED BY WALL SWITCH. OCCUPANCY SENSOR ( MFR.- UNENCO C500- 800 -P120 . • aRa1E SUPPUED & INSTALLED BY GC. CENTE - r « OVER TOILET P 11 A ny CONNECT P.O.P. WITH WALL SWITCH FOR MENU BOARD. pcROV Al ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 Mt 15038 INTNL BLVD. TUKWILA, WA 98188 ELECTRICAL LIGHTING PLAN i -12-43 apE RN M! RN 1.16 *C 0 P Y R I G H T* n IMO IN IN II 11111111111 /1111111111111111 W Mlle l� AR OLYMPIC ASSOCIATES COMPANY Irmo" EMIL& LIPOPCIED PECES111141 PIMA enArintA SEP 1 0 2003 pow" PAMIR E4 PIR tIIR • 3P, 30AMP SW NON -FUSED NEMA -3R TRANSFORMER ELECTRICAL ROOF PLAN ELECTRICAL ROOF PLAN NOTES 1 . REFER TO SINGLE -LINE DIAGRAM ON SHT. E2 FOR FEEDER INFORMATION. 2. NO CONDUIT SHALL BE FASTENED DIRECTLY TO AND THROUGH ROOFING MEMBRANE. 3. ALL CUTS IN ROOFING MEMBRANE SHALL BE MINIMAL AND IN ACCORDANCE WITH ROOFING MANUFACTURERS AND INSTALLERS REQUIREMENTS. 4. SEE SHEET M1 FOR MECHANICAL ELECTRICAL REQUIREMENTS. 5. ALL EXPOSED ELECTRICAL CONDUITS SHALL PENETRATE ROOF MEMBRANE AT PIPE HOODS -SEE DETAIL 5/A3.1 UNLESS NOTED OTHERWISE. 6. REFERENCE SHEET E3 FOR "ELECTRICAL EQUIPMENT SCHEDULE" AND SHEET E8 FOR ELECTRICAL ROUGH -IN PLAN. 7. ALL CONDUIT SHALL BE CONCEALED IN CEILING OR WALL SPACES. 8. PROVIDE 36" MINIMUM CLEAR WORKING SPACE IN FRONT OF ALL ELECTRICAL DISCONNECT DEVICES. • CT) TRANSFORMER FOR SIGNAGE PROVIDED BY NEON SUPPLIER. CONTRACTOR TO PROVIDE STANDS TO MOUNT TRANSFORMER. COORDINATE WITH NEON SUPPLIER FOR EXACT LOCATION AND SIZE OF STANDS. PROVIDE GSM ACCESS PANEL WHERE CONCEALED IN FRAMING. DO NOT PENETRATE FLASHINGS. PROVIDE 1/2" C -21112 TO PANEL B -22, PROVIDE 1/2" C.O. TO MECHANICAL CONTROL TO T -STAT 0 ON SHT. E8. PROVIDE CONNECTION FROM SUPPLY AIR DUCT SMOKE DETECTORS TO MECHANICAL CONTROL PANEL PER WIRING SCHEMATIC AT DET. 8/E8. PROVIDE MIN. 36" CLEAR WORK SPACE IN FRONT OF ELECTRICAL EQUIPMENT. VERIFY DISCONNECT SWITCH, STARTER SIZE AND FUSE SIZES WITH SELECTED EQUIPMENT MANUFACTURER PRIOR TO PLACING ORDER. ALL DEVICES SHALL HAVE WEATHERPROOF ENCLOSURE AND SHALL BE MOUNTED ON A 2 1 /2" UNISTRUT FRAME ASSEMBLY WHERE CONSTRUCTION OF DEVICES ARE NOT ALLOWED TO BE MOUNTED IN THE UNITS. COORDINATE JB LOCATION (FOR ILLUM. CUPOLA) WITH AWNING VENDOR. EC TO MAKE FINAL CONNECTIONS. POWER & CONTROL ENTRY FROM BOTTOM OF UNIT. CONNECT TO RESTROOM LIGHTING. SEE SHEET E4 FOR EXACT LOCATION. PROVIDE MINIMUM 4" SEALTITE FLEXIBLE CONDUIT SO THAT HOOD EXHAUST FAN MAY BE REMOVED/ OPENED FOR ACCESS TO CLEAN DUCT WORK. 1 /2" C, WITH REQUIRED CONDUCTORS TO J -BOX IN CEILING ABOVE ICE MACHINE AND CONDENSING UNIT. 3/4 - 300 & 1110 GND. ELECTRICAL ROOF PLAN SCALE: ,/a• =r—o• 167? KEY NOTES REFER TO DRAWING E3 FOR CONTINUATION TO COOLER /FREEZER. ILLUMINATED SIGN. VERIFY EXACT LOCATION WITH SIGN VENDOR. PROVIDE WP SWITCH AS REQ'D. 1 1/2" C. FOR SATELITE DISH. EXTEND THRU ROOF FROM OFFICE. REFER TO DETAIL 4/A3.1. REFER TO DETAIL 10/E8 FOR INTERLOCK SYSTEM/ SEQUENCE OF OPERATION REQUIREMENTS. • SEPARATE PERMIT AND PPROVAL PEni; = RFD ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 OLYMPIC ASSOCIATES COMPANY 15036 INTN'L BLVD. TUKWILA, WA X8188 ELECTRICAL ROOF PLAN IR ME - rSE PIN alb RECEIVED CITY OF Ti A S E P 1 0 1003 PERMIT Ow re.o * C 0 P Y R I G H T* • 1111171111W M E r ME MIAS _I 1/40'x" MIS ip E5 ASV MS OW OM REFER . NOTE THIS DWG. I AT CLG AT CLG • • �ll t:?(3 1 POS /COMMUNICATION PLAN SCALE: ve=r-oe • ARCHITECTURE ENGINEERING PLANNING UAIAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 16038 INTN'L BLVD. TUKWILA, WA x8168 POS /COMMUNICATION PLAN ROW Me RAW Int MIN OLY M P I C ASSOCIATES COMPANY I SAT 1 I 111-12-43 1POSIED PEDESIMAN PIMA MOON S EP 1 0 2003 Pyr 'C 0 P Y R I C H Ts n or r" i'�ar OIL *1l0'1 nor L 1/4• •1'-0' 200 236 ow — E6 pis no Pow 1m LEGEND PLAN NOTES KEY NOTES FQ © 1-© HOW-UP BUTTON LOCATION CLG MOUNTED MUSIC SYSTEM SPEAKERS WALL MOUNTED MUSIC SYSTEM SPEAKERS SECURITY STROBE WALL MOUNTED J -BOX CEIUNG MOUNTED J -BOX J -BOX (SIZE PER PLAN) W/ DATA PORTS MOTION DETECTOR 0 +90 w A.F.F. DOOR CONTACTOR TELEPHONE/FA GANG P-RIN (MOUNTO +54") W/ . El a I0 DOOR CONTACTOR: LINKED TO AUDIO UAL ALARM. "SOUND ALERT" DEVICE w KEYPAD 0 +48 A.F.F. ALARM SIREN, ABOVE CEILING CCTV OUTLET BUMP PAD MOUNT 0 FRONT COUNTER OR EQUIPM ( E HOOD FIRE SUPPRESSION SYSTEM PULL STATION DOOR BELL CCTV CAMERA D.T. MESSAGE REPEATER ( +60" AFF) • y 1. 2• 3. 4. 5. 6. 7. 8. THIS PLAN INCLUDES CONDUITS, DATA/ TEL PORTS AND J -BOXES FOR POS, SECURITY SYSTEM CCTV SYSTEM, OFFICE COMPUTER, TELEPHONE SYSTEM, MUSIC SYSTEM, D/T TIMER, MD op COMMUNICATION SYSTEM. REFER TO DWG. E3 FOR POWER REQT'S. G.C. SHALL SUPPLY & INSTALL CONDUIT FOR OWNER SUPPLIED & INSTALLED CABLING & LOW VOLTAGE WIRING (U.O.N.). TELEPHONE & MUSIC SYSTEM WIRING SHALL BE SUPPLIED & INSTALLED BY G.C. SEE SHEET E3 FOR ELECTRICAL. INFORMATION ON POS, SECURITY SYSTEM. CCTV (OFFICE) M. (OFFICE) D/T TIMER & D/T COMMUNICATION SYSTEM. CE SHEET E3 FOR "ELECTRICAL CONNECTION SCHEDULE' AND SHEET E8 FOR ELECTRICAL ROUGH -IN LOCATIONS. PROVIDE MIN ONE (1) 25 PAIR TELEPHONE CABLE. FOUR UNES TO BE ACTIVATED (1ST VOICE, 2ND FAX, 3RD SECURITY & 4TH COMPUTER). PROVIDE ADDITIONAL UNE FOR FIRE SPRINKLER MOIETORING SYSTEM IF REQUIRED BY LOCAL FIRE DEPARTMENT. IF A FIRE ALARM SYSTEM IS REQUIRED, THE LOCAL FIRE DEPARTMENT WILL DI TATE SYSTEM REQUIREMENTS FOR COMPWINCE WITH LOCAL CODES. GC SI PROVIDE AND SHALL . COORDINATE ALL EQUIPMENT NECESSARY TO MEET THEIR REQUIREMENTS. COMMUNICATION CABUNG/ REQUIREMENTS: 0. MINIMUM SPACE BETWEEN COMMUNICATION CABLES AND FLOURE''SCENT, NEON OR INCANDESCENT BULBS IS 1'- 0 ". b. COMMUNICATION CABLES SHALL NOT BE INSTALLED IN A CONDUIT CONTAINING POWER CABLE (CABLE CARRYING 50 OR 60 HZ WITH APUTUDES GREATER THAN 24V RMS.). t. TIOIM CABLE MAY SUPPLY LAW LEVEL POWER. (LESS TFW4 1 (MATT AT 24V RMS.) d. COVER ALL RECEPTACLES WITH SAT S.S. R ECEPTAC L E COMER PLATES, LION. w ALL COMMUNICATIONS/POS/TELEPHONE CONDUITS IN OFFICE NOTED AS "STUBBED TO CLG. 94ALL BE CEIUNGS. EXTENDED OUT FROM BEHIND GYP. BD. CLG TO MIND KITCHEN/DI 411111 4IEal 411010 6 8 10 litD 400 4,1120 ® TELEPHONE SERVICE BOARD PER LOCAL TELEPHONE CO REQT'S. PROVIDE 48"X 48"X 3/4" PLYWOOD PANEL AND f6 BARE COPPER GROUND. PROVIDE PULL STRING IN CONDUITS). PROVIDE 1 /2 GANG BOX WITH SINGLE GANG P -RING FOR RJ -11 TELEPHONE JACK ATM / COMP) AND 1" CONDUIT STUBBED TO 6' ABOVE CEIUNG. TYPE AND HEIGHT AS NOTED ON PLAN. ALARM SIREN ABOVE CEILING TILE. SUPPLIED MID INSTALLED BY OWNER'S SECURITY VENDOR. EXTERIOR SPEAKER OPTIONAL + '"" SPEAKER ( OPTIONAL) 0 B '- 6 AFF BEHIND AWNI NG. PROVIDE 1/2 C. IN WALL TO 6" ABOVE CEILING. MUZAK SYSTEM OPTIONAL): 4x4 J -BOX INS COVER 0 +60 w A.F.F. w/ 1/2* CONDUIT TO ABOVE COUNG FOR MUSK; SYSTEM. RECEIVER, AMPLIFIER & SPEAKERS SUPPLIED BY OWNER, INSTALLED BY CONTRACTOR SPEAKER WIRING FROM SPEAKERS (CLG. MOUNTED) IN DINING ROOM. RUN 3 4" CONDUIT ) / TO CEIUNG SPACE ABOVE OFFICE' 4"X Von J -BOX 0 90" A.F.F. CONDUIT STUBBED ABOVE CLG. 2" . w w 4"X4 J -BOX 0 +42 A.F.F W / 1 CONDUIT TO ABV. CLG. " w w W C OVER & 1" CONDUIT TO 4"X4" J-BOX ABOVE CEILING FOR 4x4 J -BOX • +78 A.F.F. - FOR SECURITY SYSTEM. LOCATE ADJACENT TO TEL. JACK. (REFER TO KEY NOTE 110. CCTV SYSTEM MONITOR- SUPPLE? AND INSTALLER WY OWNER'S SECURITY VENDOR .____GC TO PROVIDE 2"X4' J -BOX • +96 A.F.F. w/ 3/4 CONDUIT STUBBED TO 6 ABOVE CEI LING. 2"X4 " J - BOX • +24 w A.F.F. (U.O.N.) W/ 1" CONDUIT TO ABV. CLG. w w w A.F.F. w w w 4x4 J - BOX 0 +48 1) 3/4 0 T OONDUIT TO 4x4 J - BOX ABOVE COUNG FOR SEtXIRRY SYSTEM . " w 2 GMIC P - RING 0 24 W/ (1) 2 1/2° CONDUIT STUBBED TO 6 " ABOVE CEILING. w PROVIDE 2X 4 J _ BOX ABOVE DOOR HEADER W/ 1 /2 " C., IN WALL, TO 6 ABOVE COUNG. DOOR CONTACT TO 9E LOCATED AT TOP OF DOOR JAMB. HOLD UP BUTTON +48"F� ON WAGE OF DOOR WITH I w WAI.I STUB UP CEI LNG. PROVIDE WEATHER TIGHT SEAL • /PENETRATION. 1 6 RJ31X TELEPHONE JACK ABOVE CEILING FOR SECURITY SYSTEM. (NEXT TO 4"X4" J -BOX ABOVE CEIUNG 0 CONTROL PANEL). CONNECT TO TELEPH9NE VOICE UNE AHEAD OF All OTHER TELEPHONE COMMUNICATIONS. EXTEND 3/4 C. TO THE BOARD IN UTIUTY ROOM. SECURITY STROBE LIGHT IN CEIUNG. CONNECT TO SECURITY SYSTEM. 18 D/T COMMUNICATIONS/ POWER CONDUITS. REFER TO DWG. E3, KEYNOTE X14. 19 HOLD UP BUTTON. MOUNT ON UNDERSIDE OF COUNTER MID 2 1/2" BACK '� FROM FACE. GC PROVIDE 2X4 J - BOX 0 +24 A.F.F. W/ 1/2 CONDUIT STUB TO 6' ABOVE CEILING. 20 PACK MONITOR. PROVIDE 2"X4" J -BOX W/ DBL OUTLET AND 3/4' STUBBED TO 6 ABOVE CEIUNG. HEIGHT AS NOTED ON PLAN. (2 I -UNE PACK MONITORS. PROVIDE 2"X4' J -BOX W/ DBL OUTLET AND w / 3 STUBBED TO 6 ABOVE CEILING, DOWN POS I - UNE CHASE. CEO ALL OUTLETS AND BOXES IN FRONT SERVICE COUNTER LOW WALLS ARE TO BE MOUNTED 0 +12" A.F.F. (LION) WITH CONDUITS RAN HORIZONTALLY TO TO N€AREST WALL AND TO CEILJNG. C A �) CCTV SECURITY CAMERAS. SUPPLIED AND INSTALLED BY OWNER'S SECURITY 2" X 4" J -BOX 0 +60" A.F.F. 3/4" CONDUIT TO ABV. CLG. S.O.S. TIMER. D TV CABLE OUTLET RECESSED IN WALL • +96" WITH 1/2" C. UP TO 6" MOVE CEILING. Ifig9 2x4 J - BOX 0 +56 " A.F.F. W/ 3/4 CONDUIT TO ABV. CLG. FOR DRIVE THRU COIMAUNICAT!ON. 6 6X8 J -BOX ABV. CLG. W/ (4) 1' CONDUIT TO SPEAKER POST AND MENU BOARD PER DETAIL 8/C2.2. SEp A R A T E *D' RECESSED WALL CABINET FOR POS/ COMPUTER/ COMMUNICATIONS ' c RMI r A CONNEC110NS. REFER TO ARCH D S. SITE MAT BY GC. A P ND W jUU. ROPE FROM TEL. CO. POINT OF CONNECTION R p V AL 16404;g. . PROVIDE SP BO XES AS REQUIRED BY TEl.CO. ' • R ED 9 "SOUND ALERT" DEVICE AT CEILING: :411: 10J J 4Q B ® �,p ® M 0 I 30 (112"C. Slue FROM BOTTOM OF CAW T DOWN TO 4X4 J -BOX,; P -RING • 24' AFF. (1)2 C. STUB FROM TOP OF CA8'T UP TO talailLE CEILING SPACE. REFER . NOTE THIS DWG. I AT CLG AT CLG • • �ll t:?(3 1 POS /COMMUNICATION PLAN SCALE: ve=r-oe • ARCHITECTURE ENGINEERING PLANNING UAIAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285-4300 16038 INTN'L BLVD. TUKWILA, WA x8168 POS /COMMUNICATION PLAN ROW Me RAW Int MIN OLY M P I C ASSOCIATES COMPANY I SAT 1 I 111-12-43 1POSIED PEDESIMAN PIMA MOON S EP 1 0 2003 Pyr 'C 0 P Y R I C H Ts n or r" i'�ar OIL *1l0'1 nor L 1/4• •1'-0' 200 236 ow — E6 pis no Pow 1m NO. 41 GED 121> 14 I CCTV ark DESCRIPTION DRINK SYSTEM/D.T. SODA DRINK SYSTEM/DINING FILTER (PEPSI) CARBONATOR MENU BOARD ADO ON UNIT HEAT DISPLAY 41-.2fi, I HEATED DRAWER I WARMING CABINET I FRIES HEATER SANDINCH WARMER/HOLDING BIN HOLDING BIN TIMER • I FOOD WARMER I UNE ALUM. P.O.P SIGNS I CASH REG. W /CRED.CARD ® I MONITOR -SHELF MOUNTED <E1> I nacr PRINTER MOMTOR--CEIUNG MOUNTED I OFFICE. COMPUTER ® I OFFICE, COMPUTER !may cowVEciiow OWN PRESSURE FRYER HOT WTR MACMNE DUAL OPEN FRYER ®► MICROWAVE HALF M REFRIGERATOR WALK -IN COOLER/FREEZER WALK -IN COOLER (C4110(134 HALF M FREEZER ICE MMAWR( - D/T HOT W111 NADINE ELECTRICAL ROUGH IN PLAN QUAN. 4 4 1 1 1 1 2 2 1 1 2 2 1 1 1 1 2 2 5 2 7 A ON PLUG TYPE 2' -0" 2' -0' 5-15P COORDINATE W/ EQUIPMENT INSTALLER 2' - 0' 5-15P 8' -6' FLOOR FLOOR FLOOR • CLG. FLOOR 3' - 5-15P • 5-15P MATCH PLUG TYPE MATCH PLUG TYPE UNDER DRINK STATION COORDINATE FINAL LOCATION WITH SIGN VENDOR HARDNIRE TO UNIT U.G. CONDUIT TO PANEL "C'. MATCH PLUG TYPE SEE KEY NOTE r EXTEND TO OUT. MATCH PLUG TYPE • • REFER TO DWG E3 (SINGLE TYPE OUTLET) Q HARDWIRE TO UNIT MATCH PLUG TYPE • (2) 5-15P *MID TO EQUIP. FRAME. UNIT IS SUPPLIED II/ 2 CORDS. 6 -6 1/2" (J1 RECESSED IN WALL. COORDINATE WI POP INSTALLER 414 SEE D. E8 2' -0' 0 5262(IG) NUBBLE OR LEVITON • MOUNTED ON FACE OF UPPER SHELF 7 -0" •5262(IG) •HUBBLE OR LEVITON REMARKS 0 CLG. •5262QG) E OR LEVITON. MOUNTED IN CLC TLE r -0' •5262(IG) *NUBBLE OR LEVITON 2 •5262(IG) r -0" _ 5-15P 2 • CLG. FAN COL WALKING 9OL VERN'Y LOCATION WITH MN. 1 • CLG. Q) FAN COIL %MUM BOX, VERIFY LOCATION WITH WO. r -or 5-15P 2 d' -0r w— w_ 'NUBBLE OR LEVITON HARDWIRE 10 ROOF COND. UNIT W/ SWITCH DIS1COM•C7 200 28.9 10.4 NO. DESCRIPTION OWN. F Ar1 PLUG TYPE NOT USED COLONEL. 2 2' -0' 5-15P • HOT HELL MIXER/TIMER CABLE TV ELECTRICAL ROUGH IN SCHEDULE 3 COMPARTMENT SINK SAFE (OPTIONAL) ® BATTERY CHARGERS /OFFICE 4233> UMW CONTROL PANEL 1 <Z13> D.T. WIRELESS SPEAKER SYS 1 ® D.T. BASE STATION 2 2 0" /4' -o' 15-30P OUTLET PROVIDED BY MFR WITH OVEN. •AUNT PROTECTED 4 3' -0' 15-50P SHUNT PROTECTED 2 5' -0" &• 6--50P 1 " 2' -0" 5-15P STINT PROTECTED 2 FLOOR* /411" 0/0 -30R 'COORDINATE MTN EGLAP'AENT MSTALIER. SEE KEY NOTE /1 4ED FLY FAN DOOR 45? DUCT DETECTOR ''► FLY LAMP _ ® 0 HAND DRYERS(OPTIONAL) FLY FAN D/T qgcto ILLUMINATED LIGHT 9NND ® EL.IJMINATED AIM ILLUMINATED ROOF CUPOLA 1 2 2 2 1 1 'E► WATER HEATER 1 ID SECURITY SYSTEM 1 ® TEL PH 90D. 1 *11 •1 3 =9' 5-15P 3 5' —O • CLG` T -0• 7-0• 3 1 -4' ADV. ADV. CLG 7 -Or r- or /4' -d •'-0r • MOO Oa. 0 AIM 4M■ (-O' •5262(IG) •IfJOBLE OR LUTON <BD D.T. MESSAGE REPEATER 1 S' -0" 1E - 6' 5 + W/ PLOT LIGHT SNITCH • 42` AFF • MATCH PLUG TYPE MATCH PLUG TYPE *MATCH PWG TYPE SEE SHEET E8 PANEL or •5262(C) * HUBBLE OR LEVITON 0 526206) 'HUDDLE OR LUTON 5-15P 0 REMARKS RECESSED JUNCTION BOX, VERIFY F USED WITH OWNER CLG LD HAR0IMRE ON TO UNIT THRU HEADER {D HARDMRE ON TO twat THRU HEADER 5-1, SEE NOTE DWG E3 J-90X • 24', SWITCH • + 40 AFT SEE DNC'S E3,E6 5- 15POG) PROMDE � BARE CU GROUND PER TEL CO. • COORDINATE ROUGHING MTH VENDOR. SEE DWG ES • COORDINATE ROUGHING MTH VENDOR. SEE DIM ES * COORDINATE ROUGHING WI1H VENDOR. SEE DWG ES • Po3.20/ NO. '.Q QE � t. :o DESCRPTKN QUAN. MUZAK (MUSIC) SYSTEM OPT. 1 HOOD FIRE EXTING. SYSTEM 1 IRRIGATION TIMER WMTY OUTLETS/ 9101 MOW UTLIIY OWLETS/ FRONT COUNTER 6 UTIJTY onus/ OOOIUNG AREA 6 UTILITY OUTLETS/ DEUCE MISC. POS/SECURITY UTILITY OUTLET/ COOLER 1- LINE (RIGHT TO LEFT FLOW) H.NE (LEFT TO RIGHT FLOW) REIFRRMAUIE'R, DOUBLE TAM( RETHEAYALZER TIER STEAM TABLE TNER/21 CHARNEL :NEESE MELTER /DOUBLE STAMM UNIT +ar MOLD awcgouia 000S) p 4 MAY OUTLETS/ ONIIGOOTC EN 5 4 1 I S1EAli CABINET HOOD 2 1 1 2 2 2 ABV. CLG 0 CLG. 5-15P r —o+' 5-15P (-6" 5-15P S- 475 -6" 5-15P 1' -6' 5-1SP ADV. CLG. 5-15P 5' -6' '5-1SP CLG. CHASE Q.G. CHASE rAFF PLUG TYPE 5-15P 0 5-1SP 90"AFF NEMA 5-208 (N REMARKS LIEU OF JUICE BOX PER OWNER) COORDINATE LOCATION W/ ANSUL INSTALLER PROVIDE 2' C. TO BLDG EXTERIOR 0 6" ABOVE GRADE MOUNTED IN CELNG TILE SHUNT PROTECTED REFER TO DWG 4/E8 Ga IN DINING AREA (2) SINGLE TYPE OUTLETS ABOVE CLG. IN ACCESSIBLE LOCATION. •GFI/ 116" OUTLET SURFACE ON INSIDE WALL CHICKEN COOLER SIRE TO 'MS', SEE SINGLE LINE DIAGRAM E -21 SIRE TO "MS"', SEE SINGLE LINE DIAGRAM (-2.1 SHUNT TRP ELECTRICAL POWER MOLT -IN 14 I -LINE TABLE w ELECTRICAL ROUGH -IN PLAN SCALE: ve=19-00 KEY NOTES GENERAL ROUGH -IN NOTES 1 /4' =1' —O COORDINATE FINAL LOCATIONS OF OUTLETS AND J- -BOXES UNDER CENTER ISLAND EQUIPMENT WITH EQUIPMENT INSTALLER. ALL DEVICE LOCATIONS SHALL BE READILY ACCESSIBLE. ROUTE ELECTRICAL SPEAKER CONDUITS INSIDE DECOR WALL PROVIDE OUTLET AS SHOWN. REFER TO KEY NOTE 23/E3 ELECTRICAL PANELS 'A', 'B', 'C', 'D', 'H', RECESSED IN STUD WALL MAIN SWBD AND METER ON CONCRETE SLAB. VERIFY CONDUIT TEMPLATE W/ SWBD MFR. UNDERGROUND POWER/POS /COMMUNICATIONS CONDUITS TO MENU BD/ SPEAKER/ PREVIEW BOARD. TO01/T002 I--UNE CHASE TO SUPPLY ELECTRICAL POWER FOR TACO-BELL EQUIPMENTS T003, T006, T007, T008 AND T010 WASH ROOM'S ELECTRONIC FLUSH (6 TOTAL) 1 . ALL DIMENSIONS TO J -BOXES ARE FROM FACE OF STUD TO CENTER OF BOX. U.N.O. 2. ALL CONDUIT DROPS ARE INSIDE WALLS UNLESS NOTED OTHERWISE. SEE SHEET A -1 FOR WALL DIMENSIONS. 3. ALL J--BOX CIRCUITS, CONDUITS, FIXTURES, ETC. SHALL BE INDICATED ON THE ELECTRICAL DRAWINGS AND SPECIFICATIONS. 4. +32" INDICATE TYPICAL SYMBOL FOR HEIGHT. START OF DEVICE ABOVE FIN. FLOOR. 5. REFER TO SHEETS El THRU E8.1 FOR ELECTRICAL CIRCUITRY, DETAILS, NOTES, ETC. 6. REFER TO SHEET E3 FOR ELECTRICAL EQUIPMENT SCHEDULE AND NOTES. 7. REFER TO SHEET E6 FOR COMMUNICATION/ POS OUTLETS' ROUGH -IN LOCATIONS. 8. REFER TO SHEET E4 FOR LIGHT SWITCHES' LOCATIONS. 9. AU. ELECTRICAL EQUIPMENT UNDER EXHAUST HOODS SHALL BE CIRCUITED TO (SHUNT PROTECTED) PANEL H. 10. REFER TO KITCHEN EQUIPMENT DWiG'S K1 & K1.1 FOR EQUIPMENT SPECIFICATIONS. VERIFY MI/ OWNER ANY SUBSTITUTIONS OR REUSE OF EXISTING EQUIPMENT PRIOR TO THE START OF WORK. SEP ARATF PERMIT AND APPRO REQUIRE ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 285 -4300 ELECTRICAL ROUGH -IN PLAN NR !1/1 um � c 0 41 ORME O 1I M OLYMPIC ASSOCIATES COMPANY 5/25 I9 /.3 16038 INTN'L BLVD. TUKWILA, WA x8188 1-12 -033 UPDATED MUNN PLAZA P Y R I C H T• • I C ICU 110•+1'' -4r 1`lTV A SEP 1 0 2003 P, m1 4 rot E7 AN ISM ■ • • ✓ a THIS INTERLOCK SYSTEM IS INTENDED TO: 1. MAKE AVAILABLE A FULL VOLUME OF OUTSIDE AIR TO THE BUILDING WHEN ALL EXHAUST FANS ARE RUNNING 2. STOP THE FLOW OF OUTSIDE MR WHEN ANY HOOD FIRE SUPPRESSION SYSTEM IS ACTNATED, WHILE KEEPING THE INVOLVED EXHAUST FANS RUNNING. SEQUENCE OF OPERATION: A. OCCUPIED: EXHAUST FANS EF1,2 & 3 AND SUPPLY FANS SF1 & 2 SHALL RUN. WHEN EF1 IS ENERGIZED, AN AUXILIARY CONTACT IN ITS MOTOR STARTER SHALL ENERGIZE RTU1 FAN TO RUN WITH OUTSIDE AIR DAMPER OPEN. EF1 & SF1 & SF2 SHALL ENERGIZE RTU2 & RTU3 IN THE SAME MANNER AS DESCRIBED FOR RTU1. SPACE THERMOSTATS SHALL CYCLE ROOFTOPS' HEATING OR COOLING TO MAINTAIN "OCCUPIED' SPACE TEMPERATURES. B. UNOCCUPIED: EXHAUST FANS EF1.2 & 3 AND SUPPLY FANS SF1 & 2 AND RTU1, RTU2 at RTU3 FANS SHALL BE DE- ENERGIZED. SPACE THERMOSTATS SHALL CYCLE ROOFTOPS' FANS AND HEATING OR COOLING WITH OUTSIDE AIR DAMPERS OPEN TO MAINTAIN "UNOCCUPIED" SPACE TEMPERATURES. C. EMERGENCY OPERATION: UPON OF ACTIVATION OF HOODS #1 OR #3 FRE SUPPRESSION SYSTEM SF1 j 2 AND ALL ROOFTOP UNIT FANS SHALL BE DE- ENERGIZED. EF1. 2 & 3 SHALL CONTINUE TO RUN. UPON ACTNATION OF ANY RTU SMOKE DETECTOR, ITS ROOFTOP UNIT FAN SHALL BE DE- ENERGIZED. HARDWARE SPECIFICATIONS: OCCUPIED - UNOCCUPIED SWITCH: HUBBELL CAT #12, SPOT. PANEL MOUNTED, BAT - HANDLE SWITCH RELAYS: SQUARE -D, CLASS 8501, RS43. V20 WITH SOCKET BASE ENCLOSURE: HOFFMAN, A -HE SERIES WITH HINGED COVER AND CYLINDER KEY LOCK SET 1. SEE DRAWINGS E3 & E5 FOR HVAC/ EXHAUST FANS/ SUPPLY FANS AND RELATED EQUIPMENT LOCATIONS AND EQUIPMENT DATA. 2. SEE DRAWING E5 KEY NOTE 6 FOR ADDITIONAL REQUIREMENTS. TYPICAL RTU/ EXHAUST FANS WIRING DIAGRAM AFTER THE COMPLETION AND ?ESTING OF THE INTERLOCK SYSTEM SHOWN BELOW, BUT BEFORE PUTTING R INTO OPERATION , PROGRAM THERMOSTATS FOR RTU1, RTU2 AND RTU3 TO INITIATE "OCCUPIED" TEMPERATURE SETTINGS AT THE TIME ARRIVAL OF FIRST EMPLOYEE OR MANAGER. (APPROXIMATELY 8:00 AM). FIRST TO ARRIVE IS EXPECTED TO TURN THE "OCC- UNOCC" SWITCH TO "OCCUPIED" UPON ARRIVAL OR SOON THEREAFTER. TERMINAL STRIP FOR H a©UI1[3F][]F] flill11 ILDNE C1 O [1 3:] r- ail kwil THERMOSTAT FOR RTU -1 INSTALL JUMPER BETWEEN 8 & 9 TTT ZA ._ HOOD #1 'gram a unflEtTu1LJT1iI]ii]T7 HOOD #2 �I • R1 -2 T1 -2 R1 -3- OCC. OCCUPANCY SWITCH MOUNT SWITCH IN OFFICE REFER TO PLAN FOR LOCATION MALL JUMPER BETWEEN 8 & 9 00113 .17 M • III 11:1' I' ;Al nmannnunnEafa irummTi INSTALL JUMPER BETWEEN 8 & 9 U111.277 ►f ir? THERIMAT FOR RTU-3 - HOOD FIRE R1-6 - DCTPICUISHER OONTM S FOR : ---- SMOKE DETECTOR TUBES IN RETURN AR DUCT F REQUIRED BY CODE. N.T.S. ENLARGED ROUGH -IN PLAN OFFICE • • ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, WA. 98109 (206) 2854300 AOY Ili 1- lilt *C 0 P Y R I G H T* non . w - NE KUM IN8 OLY M P I C ASSOCIATES COMPANY 15038 INTN'L BLVD. TUKWILA, WA x8188 ELECTRICAL DETAILS AND ENLARGED PLANS WOOED PEDE'SMIMI PIAIW1 — ISOM, PJTY OF TUKWILA SEP 1 0 2003 P, abaft ROI NM 2002 3 E8 PIN IN PART 1 • GENERAL 1.1 SUMMARY OF WORK A. Furnish ell labor, supervision and equipment for the complete lestailetiea of s complete sad properly operating electrical system with art necessary suxINsrles and appurtenances. • . Submit 7oopies of Product Data. C. Submit ?copies of Shop Drawings, Including mounting and installation details. D. For below grade work, provide sic excavation end tamp bsekfNI as required to *omelet* work. Correct any settling during guarantee period to Owner's sstlsfactloa. 1.2 QUALITY ASSURANCE A. Manufacturer's Qualifications: Install electrical equipment, as Indicated in the Drawings, In accordance with the Manufacturer's Instructions and requirements. Provide related products and accessories protecting from dirt, moisture, contaminants and weather from one manufacturer. Store materials in accordsncs with manufacturer recommendation. Company equipment manufacturers, other than those listed, will be scceptable upon written approval of Construction Manager, All electrical m sterials shell be listed and lebeied by U L and shall conform to NEMA and other industry standards. B . Codes and standards: Electrical system shall conform to requirements of to requlrem eats of National. State and Local Electric Codes, Local authorities and UtNity Company. C. Workmanship: Experienced, well - train•d workers competent to complete the work as specified shall perform Labor in conformance with generally accepted trade standards. Install all equipment square and plumb allowing access for proper operation and service. 1.3 STRUCTURAL AND SPACE CONDITIONS A. All work shall avoid obstructions and interference with other trades. preserve headroom and keep openings and passageways clear and free. 1.4 DRAWINGS A. Contractor is responsible for examining the dressings, specifIcetions, site and other Bid documents prior to submitting a proposal. B . The drawings as prepared are diegramm atic. The work shall follow as closely as actual construction of the Project and the work of eli trades permit. C. Record Drawings - Provide. to the Owner, a complete record set of bluelin• or blacklin• prints which clearly describe all deviations from the original Contract Documents. 1.5 CUTTING AND PATCHING A. Cutting or patching necessary to permit the installation of any work under this Contract is the responsibility of this trade. Cutting and patching shall be coordinated with other trades so as not to impact other work. 1.8 TESTING SECTION 11105 BASIC ELECTRICAL REQUIREMENTS A. Tests: Entire electrical system shall be fully tested and corrected of any short circuits. open grounds, faulty wiring and incorrect connections. 1.7 CLEAN -UP A. At the completion of the work. clean the area of all debris such that the Project is left in a neat and clean manner as deemed acceptable by the Owner. 1.8 WARRANTY A. In addition to honoring all Contractor supplied equipment manufacturers' warranties. the Contractor shell warrant and correct all defects in Contractor supplied material and all workmanship for a period of one (1) year after acceptance of Project by the Owner. Warranty costs shall include all labor and material associated with the correction or work covered under this Contract. PART 2 • PRODUCTS • Not Used. PART 3 -EXECUTION 3.1 ELECTRICAL SYSTEM !INSTALLATION, GENERAL A. Sequence, coordinate. end integrate the various elements of electrical systems, materials. and equipment. Com ply with the following requirements - 1. Coordinate electrical systems, equipment, and materials Installation with other building components. 2. Verify all dim ensions by field m easurements. 3. Arrange for chases. slots. and openings in other building components during progress of construction, to allow for electrical installations. 4. Coordinate the installation of required supporting devices and sleeves to be set in poured -in -place concrete and other structural components, as they are constructed.. 5. Sequence, coordinate. and integrate installations of electrical materials and equipment for efficient flow of the Work. Give particular attention to large equipment requiring positioning prior to closing in the building. 8. Where mounting heights are not detailed or dimensioned, install systems. materials. and equipment to provide the maximum headroom possible. 7. Coordinate connection of electrical systems with exterior underground and overhead utilities and services. Comply with requirements of governing regulations, franchised service companies. and controlling agencies. Provide required connection for each service. 8. Install systems, m *tenets, end equipment to conform with drawings end specs. to greatest extent possible. Conform to arrangements indicated by the Contract Documents, recognizing that portions of the Work are shown only in diagrammatic form. Where coordination requirements conflict with individual system requirements. refer conflict to the Construction Manager for resolution prior to installation. 9. Install system s, m aterisls, and equipment level and plumb. parallel and perpendicular to other building systems and components, where installed exposed in finished spaces. 10. Install electrical equipment to facilitate servicing, maintenance, and repel. or replacement of equipment components. As much as practical, connect equipment for ease of disconnecting, with minimum of interference with other installations. 11. Install systems, materials, and equipment giving right -of -way priority to systems required to be installed at • specified slope. 3.2 IDENTIFICATION A. Paneiboard Schedules: Provide typewritten directories in branch panelboards with clear plastic shields. B. Equipment Labels: Provide engraved plastic name plates on all disconnect switches, motor starters, control devices. end switches in service entrance equipment. END OF SECTION SECTION 16200 BASIC ELECTRICAL MATERIALS AND METHODS PART I -GENERAL 1.1 SCOPE OF WORK A. This Section applies to all work hereunder and shah include conduit. boxes, wire, wiring devices, m otor starters, lighting fixtures and related materials. PART 2 - PRODUCTS 2.1 RACEWAY A. Shill be as indicated on the Drawings. B. Connections to equipment shaN be made with a 3 =O" flexible liquid -tight conduit with liquid - tight connectors. C. Connections to recessed lighting fixtures shall be made with 8' -0' of flexible conduit from a box within 2' -0' of the fixture. D. Rigid galvanized threaded thlckwall conduit with threaded fittings shah be provided In slabs on grade. Conduits below slabs on grade or in earth outside of buildings shall be Schedule 40 PVC with separate grounding conductor per NEC. where acceptable by local codes. Where the use of PVC is prohibited, substitute rigid galvanized threaded ihickwall conduit painted with 2 coats of asphaltum and with 2 coats applied at pints after installation. E. All other conduit shall be electric metanic tubing with comprese4on type fittings. F. Concealed boxes shall be 4 -inch square galvanized steel with galvanized extension rings, total depth of not less than 2 112 - inches. Surface mounted boxes shell be cast weatherproof alum mum. 2.2 WIRING A. Wire: Conductors shell be YS% ConductfvNy Copper of 512 AWO minimum size. B. Insulation shell be color coded, and rated for 800 volts m Mbn tall . Type THM N or THW N shall be used where conduit sizes are limited. At other locations. type TW may be used in sizes 010 end 012 AW O and type THIN for larger sizes. 4 2.4 LIGHTING 2.5 STARTERS 2.7 SOUND SYSTEM C. W ire Connecters for sizes 010 AW 0 and less shall be Buchanan 'Press - Shure'. IdeerW rap. Cap', T • • 'Stakens' or 3M 'Ssetohlok'. Connectors fer wire size 06 and larger shall be T i • er Mundy methods using hydraulic presses. 2.3 WIRING DEVICES A. Wall Switches shall be white, as follows or approved equal. 20 A SP, 125/277 V: A 4 H 41991; Bryent 84001; or Hubbell 01221 20 A: 3W , 1201377V: A a H 01963; Bryant 04003; or Hubbell 01223. 20 A 4• , 126/277V: A a H 01964; Bryant 04904; or Hubbell 01224. 20 A: SP, I 251277V with pilot light: Arrow -Hart 01001 -PL; Bryant 04901 -PL; or Hubbell 81221 -PL. 20 A. SP, 1251277V, weatherproof: Arrow -Hart 82001/2881 -C or Hubbell 01201/1765. S. Receptacles shall be white. as follows or approved equal. Provide other receptacles as indicated on the drawings. 20A. 125V duplex: A i H 05312(1). Bryant 053112(1), or Hubbell 06382. 20A. 125V twisllock: Hubbell 2310. 30A, 250V, 3W -G: A a H 85700, Bryant 9830FR or Hubbell 09430. 5OA, 250V, 3P. 4W -G: A & H. P a S or Hubbell 8450 with 4452 plug a 4/C I8 so Cord. Ground FeuN: A & H 85301112, Bryant 8530F82 or Hubbell lOF 5362. Provide spring loaded weatherproof covers where required by code. Clock a Sign Hanger: A a H 06704. Bryant 82828 -GS or Hubbell 85236. C. Provide face plates for all devices Including wall switches, receptacles, telephone outlets and •11 wall outlets. Face plates shell be white. Face plates in Kitchen areas shall be satin finished stainless steel. A. Lighting fixtures shall be furnished by Contractor as scheduled on drawings (except for those Indicated to be furnished by Owner. If any). Contractor shall Install all lighting fixtures end provide necessary mounting hardware. All recessed lighting fixtures shall be thermally - protected as required by code. B . Contractor shall furnish and install one complete set of lamps for all lighting fixtures supplied by the contractor. Fixtures supplied by others shall be furnished with lamps by each respective fixture supplier. Provide label in each fixture indicating size and type of lamp corresponding with schedule on drawing. C. Fluorescent lamps shall be color shown In schedule, energy efficient, 'V/ alt Miser II' as manufactured by General Electric. D. Incandescent lamps shall be inside frosted with 2300 hour lamp life rated 130 volts. E . Fluorescent ballasts shall be energy efficient. 'Electronic as manufactured by General Electric. A. Starters: Three -ph•se units shall be Square D Type 8638 with 120 volt coll. N.O. auxiliary contact, and with red pilot (in cover). 2.8 TELEPHONE SYSTEM end outlet boxes, In building where • indicated on the drawings. A. Install the sound system as indicated on the drawings. Provide necessary conduit, wire and outlets to complete system. 2.8 COMPUTER CASH REGISTER SYSTEM A. Provide necessary conduit, wire, outlets. and power wiring for computerized cash register system as indicated on drawings. Provide pull wire in all empty conduits. 2.9 TIME CLOCK CONTROL A. Provide 7 day calendar controller in panel B with bypass provisions for interior A exterior lights. B . As the controller is factory programmed, this must be coordinated prior to equipment delivery, Set the time controls per the Owner's R•presentative's schedule. 2.10 DRIVE -THRU ORDER SYSTEM A. Provide necessary conduit. wire, outlets. and power wiring for drive -thru order system as indicated on drawings. Provide pull wire in all empty conduits. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Raceway system shall be Installed to maintain the maximum headroom. Common supports may be used for mechanical and electrical equipment by coordinating the work with all trades. B . Use only approved type wire - pulling lubricants for wire *4 AW G or larger. Splice wire only In accessible boxes. Make wire Joints mechanically strong before applying the connector, and where tape is used. wrap each joint to the thickness of the original Insulation. Clean and polish metallic surfaces before installing conductors. Apply pressure type lugs on standard conductors connected to screw or bolt type connections. C. All wire shall be installed in a conduit and shall be • concealed where possible. W here necessary to expose the wiring, the raceway shall be installed as inconspicuously as possible and in straight lines, parallel with the building lines. Cut raceway square, ream smooth and make -up tight. Plug ends of raceways during construction and swab -clean before pulling wire or cable. D. All electrical boxes shall be supported from building structural members independently of the conduit raceways, m eehanlcsl systems or suspended ceiling supports. Recessed boxes shall be flush with surrounding surfaces. All boss's and cabinets shall be protected during construction and shall be cleaned before pulling wire and Installing devices. E. Unless noted otherwise, receptacles shall be Installed 18" above the finished floor and switches shall be 48" above the finished floor. Receptacles noted above work counters and cabinets shall be mounted above the beckspiash. Weatherproof receptacles shall be Installed so that the cover protects the device In the open position. Receptacles shall be bonded to metallic boxes or to separate ground conductor per NEC. F. Equipm sot Connections: Provide all necessary m otor starters. disconnect switches, controls. conduit. boxes. wire. etc. and connect com plate to each piece of equipment requiring connections indicated on the drawings. Where equipment ratings differ from that Indicated, consult Construction M onager. W here equlpm ent Is noted as future. terminate circuit in junction box and tape ends of the conductors. t3 Lighting Fixtures: Fixtures supported In exposed grid ceilings shall be provided with clips. Fixtures m ounted in or on tile ceilings shall be aligned with tiles. Lighting fixtures shall be supported from the building structural m ern bers except for exposed grid ceilings where a ceiling supporting wire shall be provided at each fixture corner. Surface m ounted light fixtures shall be secured per manufacturer's recom m endations. H. Cleaning: All equipment including panelboards. switches. wiring devices, lighting fixtures, wall plates. etc. shall be free of corrosion, dirt, point spatter or damage of any sort at final acceptance of the work. Contractor shall clean, repair or replace som • as instructed by the Construction Manager before final payment. I. Test all outlets for proper grounding and polarity. PARTI GENERAL 1.1 SCOPE OF WORK END OF SECTION SECTION 1.400 ELECTRICAL SERVICE AND DISTRIBUTION A. This Section applies to all work hereunder and shad include work required for metering. ground rods, panelboards. disconnect switches and related materials. B. Submit product data. PART 2 • PRODUCTS 2.1 SERVICE ENTRANCE A. Contractor shall verify service voltage and typ• of termination with local Utility Company and shall provide necessary revisions and modifications required. Service tern Inatlons may either be underground or overhead depending on the Utility Companies requiem ant and approval by Construction Manager. 2.2 UTILITY COMPANY METERING A. Contractor shall provide necessary m storing facilities Including meter socket, current - transform er cabinet, conduit and other work for metering required by the local UtNity Cem pony. • • •• .. ...... ,r 2.3 GROUNDING A. All exposed non- surrent carrying m eteide parts of electrical equipment, m elaills raceway systems, grouedin, eeadustor en raceways, end neutral conductor 011ie wires, system shah be rounded. The ground connection shall be made at the main service equipment and shall extend to the point of entrance of the metallic water service. Cennestien le the water pipe shall be made with a suitable ground clamp. Metallic water eervlse shall be rounded as described by NFPA 70. W here here are no metallic water servisos to the buil ground oonaeetlons shall be made to driven ,round rods ea the exterior of the building. I. Ground Reds shall be of zinc- coated copper-sled steel not lees than 314' M diameter, S driven full length Into the earth. The in 'shame reoletense ofa driven ground rod shall net exceed 25 ohm a under normally dry conditions. Wale resistance eashot be obtained with a single red, additional reds may be coupled and driven with the first red. 2.4 PANELBOAROS A. The m ain distribution peielboard shell b as lediested on drawengo. The panel shall bear a label indicate., its approval for use as service entrance equipment. Feeder circuits shall be identified with lameseid engraved plastic plates having 1/2 letters ON black background. B. Branch anelboards shall be as Medicated on drawings. Provide typewritten circuit directory on inside door protected with clear plastic shield le a card holder. Circuit breakers shall be therm el- magnetic full size, eemre oa trip on 2 and 3 pole with trip free handles, rated not less than 66.000 NMS amperes. 2.5 DISCONNECT SWITCHES A. HVAC Disconnect Switches shall be as indicated on drawings. All disconnect switches shall be normal duty type NEMA ND, fused unless noted otherwise. and with operator Interlocked with the door so door can be opened only in the 'ofr position. PART 3 -EXECUTION 3.1 INSTALLATION. GENERAL A. Panelboards shall be installed at height indicated on riser diagram . Disconnect switches shell be installed 4• -0' above finished floor where possible. All cabinets shall be vacuum cleaned before pulling wire. PART 1 - GENERAL 1.1 SCOPE OF WORK A. As required by local jurisdiction. provide all materiel and labor for the design and Installation of an approved fire alarm system . The fire alarm drawings shall include all devices. wiring. voiage drop calculations. battery calculations, device locations and state fire mershall B . roved* product data. PART 2 -PRODUCTS 2.1 MAIN PANEL A. Fire alarm panel shall be Hotelier 400 or equal by Honeywell, or FNxe. B . The system shall have a standard standby battery supply to provide ■ minimum of 24 hours of emergency power. 2.2 WIRING A. Provide fire alarm system as indicated on the drawings. Detection wiring shall be Claes'B'. B . Route all fire alarm wiring In conduit. 2.3 DIALER A. Provide autom atic dialer with system to notify off site service. Provide connection to m aln telephone board. 2.4 DUCT SMOKE DETECTORS A. Duct sm oke detectors shall be photoelectric type. Activation of detector shall activate AN units and shut down air handling units. 2.5 AN UNITS A. Alarm Horns: The vibrating horn shall operate on 24VDC with an output of 90-94 dBA. Horns shall have red baked enam el finish. B . Warning Lights: A strobe light shall provide visual alarm Indication. Strobes shall meet intensity levels required by NFPA 72 and Am ericans with Disabilities Act Accessibility Guidelines. 2.8 HOOD SUPPRESSION SYSTEM A. Activation of hood suppression system shall activate Ike alarm system. PART 3 - EXECUTION 3.1 INSTALLATION. GENERAL A. Audiovisual devices shall be mounted 80' above finished floor or 0' below ceiling (whichever Is higher). B . Mount duct smoke detectors such that they are accessible above lay -In calling. END OF SECTION SECTION 117.5 FIRE ALARM SYSTEM END OF SECTION p w • P0a• SE PARATE' PERMIT AND 4PP ROVAL REQi /RED ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. SEATTLE, Wk 98109 (206) 285 -4300 IR. PIN SIN MT IND MB OLYMPIC ASSOCIATES COMPANY 15036 INTN'L BLVD. TUKWILA, WA 08168 ELECTRICAL SPECIFICATIONS S -12.03 1IFOMED 1MEMMIN RNA S E P 1 0 ?003 POINT 06le%, S c 0 P Y R I G H T• 4 Rio s .t�INW leg mass ►� * 2002 E9 BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER /CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED ENGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT METALLIC BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF METALLIC'S DRAWINGS AND CALCULATIONS INDICATE THAT METALLIC BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2,1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN METALLIC'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES. THE. STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 9TH ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY METALLIC EfUILDINC COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN METALLIC 3UILDINc COMPANY'S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR RE__SPQNSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH METALLIC BUILDING COMPANY'S "FOR CONSTRUCTION" DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO METALLIC IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. METALLIC WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY METALLIC TO BUILDER OR HIS CUSTOMER. METALLIC WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUT DER. IF A G7 F ECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECE S;Ty OF RETURNING THE MATERIAL TO METALLIC, THEN UPON WRITTEN AUTHORIZATION OF METALLIC THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND METALLIC WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR IN ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY METALLIC FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSE WORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, 9TH ED.) DESIGN OF GUTTER AND DOWNSPOUT IS A FUNCTION OF THE RAINFALL INTENSITY AND AREA TO BE DRAINED. DESIGN PARAMETERS UTILIZED ARE IN ACCORDANCE WITH THE 1986 LOW RISE BUILDING SYSTEMS MANUAL AND /OR THE 9TH EDITION OF THE ARCHITECTURAL GRAPHIC STANDARDS, AS APPLICABLE. PROPER OWNER MAINTENANCE DICTATES THAT THE DRAINAGE SYSTEM BE KEPT FREE AND CLEAR OF DEBRIS AND /OR ICE AT ALL TIMES TO ENSURE PROPER FUNCTION OF THE GUTTER AND DOWNSPOUT. IN THOSE CASES WHERE THE OWNER /TENANT OF A PROPERTY IS UNWILLING OR UNABLE TO PROVIDE PROPER MAINTENANCE, ELIMINATION OF GUTTER SHOULD BE CONSIDERED AS AN ALTERNATIVE. PRODUCT CERTIFICATIONS METALLIC BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. METALLIC BUILDING COMPANY'S FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA -337 2. SBCCI COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5. WISCONSIN PRODUCT APPROVAL NUMBER 200115 --M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA #1604) 8. CANADIAN WELDING BUREAU CERTIFICATION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL 9. TEXAN DEPT. OF INSURANCE PRODUCT EVALUATION RC -34 APPROVAL NOTES V►* .er.I CITY OF T 1 A ppr!vF_ THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE ALL INSTANCES OF CHANGE CLEARLY INDICATED. 2) BE LEGIBLE AND UNAMBIGUOUS. PY72(HOUSTON, TX)) B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE- SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. 0) APPROVAL OF THESE DRAWINGS INDICATES CONCLUSIVELY THAT METALLIC HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER E) ANY CHANGES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE DOCUMENTATION. MANUFACTURER RECOGNIZES THAT RUBBER STAMPS ARE ROUTINELY USED FOR INDICATING APPROVAL, DISAPPROVAL, REJECTION, OR MERE REVIEW OF THE DRAWINGS SUBMITTED. HOWEVER, MANUFACTURER DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL BE CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND WILL NOT ALTER THE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER. GENERAL NOTES THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. METALLIC BUILDING COMPANY WILL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH METALLIC BUILDING COMPANY'S STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2. AMERICAN IRON AND STEEL INSTITUTE: "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: "STRUCTURAL WELDING CODE" AWS D1.1. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: "LOW RISE BUILDING SYSTEMS MANUAL" 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: "UNIFORM BUILDING CODE" 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL: "STANDARD BUILDING CODE" 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL: "BOCA NATIONAL BUILDING CODE" 8. NATIONAL BUILDING CODE OF CANADA. MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICATION OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY STRUCTURAL EXCLUSIVE OF COLD- FORMED SECTIONS, CONFORM TO ASTM-A529 OR A -572 . FLANGES WITH THICKNESS OF ONE INCH OR LESS AND WIDTH OF 12" OR LESS CONFORM TO A -529 WITH A MINIMUM YIELD POINT OF 55,000 psi. FLANGES GREATER THAN 1" IN THICKNESS OR 12" IN WIDTH CONFORM TO A -572 WITH A MINIMUM YIELD ie POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM-- A- 51rZ WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 'TYPE E, GRADE B WITH A MINIMUM YIELD POINT OF 35,000 psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM A572 WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM - A f `: WITH A MINIMUM YIELD POINT OF 57,000 psi. MATERIAL PROPERTIES OF ROOF /WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPECTIVELY, AS REQUIRED BY DESIGN. COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. STRUCTURAL JOINTS WITH A.S.T.M. A -325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH "TURN -OF -NUT" METHOD AS DESCRIBED IN THE SPECIFICATION FOR STRUCTURAL JOINTS USING A.S.T.M. A -325 OR A -490 BOLTS (11-13-85), UNLESS OTHERWISE NOTED. ALL JOINTS WILL BE ASSEMBLED WITHOUT WASHERS UNLESS OTHERWISE NOTED. ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP -636. SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS STIPULATED OTHERWISE IN THE CONTRACT. METALLIC BUILDING COMPANY WILL IDENTIFY PRIMARY STRUCTURAL STEEL WITH A MINIMUM YIELD POINT GREATER THAN 36,000 PSI BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. SECONDARY MEMBERS WITH A YIELD POINT EQUAL TO OR GREATER THAN 33,000 PSI SHALL BE IDENTIFIED BY MEANS OF A STICKER NEAR THE ERECTION MARK ON EACH SHIPPED PIECE. (THIS IS IN ACCORDANCE TO THE 1997 UBC SECTION 2203, SUB - SECTION 2203.2 AND 2203.3.) l 1 u REID MIDDLETON, INC. AUG 2 7 2 SAFETY COMMITMENT METALLIC BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. HOWEVER, THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF METALLIC BUILDING COMPANY. IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. EMERGENCY PROCEDURES SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WHERE APPLICABLE, ARE RECOMMENDED. 1 ► 1 tit 101: : ► 1 ► : 1► 1 5) 60.0 % ROOF SNOW LOAD HAS BEEN UTILIZED FOR DETERMINATION OF SEISMIC DESIGN FORCES. DRAWING STATUS FOR APPROVAL THESE DRAWINGS, BEING FOR APPROVAL, ARE BY DEFINITION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR Pf Rlv L THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS 1FAR COMPLE FINAL TE . Catail 1 c:T1c 4• DRAWINGS. arrIPP .p, 0 .I.'. ..w. 401110, .... . " wvww + w» o 411rM'm."M�IrI►sr.�...�,M�'v... .w,+4 ... ww.:-.1ww.11. BUILDING DESCRIPTION: WARNING: IN NO CASE SHOULD GALVALUME STEEL PANELS BE USED IN CONJUNCTION WITH LEAD OR COPPER. BOTH LEAD AND COPPER HAVE HARMFUL CORROSION EFFECTS ON THE ALUMINUM ZINC ALLOY COATING WHEN THEY ARE USED IN CONTACT WITH GALVALUME STEEL PANELS. EVEN RUN-OFF FROM COPPER FLASHING, WIRING, OR TUBING ONTO GALVAI t.'ME SHOULD BE AVOIDED. WET TYPE INSULAI;ON: NO V N.A. t e01 PIM - ROYAL-14 scAW& 6044y NONE ROOF WALL TRIM: (1/8" POP RIVETS AT SPLICES) RAKE DOWNS. EAVE GUTTER CORNER ACCESS. RAKE TO ROOF: GUTTER TO ROOF: CORNER TRIM: BASE CON TAPE SE 3/8" ED 1" Cgti WARRAN U.L. 90 20 YR ROOF 20 YR WALL THIS IS TO CERTIFY THAT THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED AS REQUIRED BY 111. hFotQM 6 1Y4 COAL, 1997 ED, THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY THE BUILDING MANUFACTURER AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY THE BUILDING MANUFACTURER SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHOULD BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE BUILDING MANUFACTURER'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION PRACTICES. THE CONTRACTOR AND /OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS OF THE LOCAL BUILDING DEPT. ROQF DEAD LOAF) 2 PSF ( FOR ROOF PANELS AND PURLINS ) COI I ATFRAI DEAD LOAD 3 PSF SECONDARY FRAMING 20 PSF AUXII I AR Y I I VE LOAD - PSF ROOF SNOW 1 WIND I OAD SFISMIC ZONE sou. t. TYPE - SD 1.0 Ca.= 0.34 lc 0.30 Cv t4.5�' Cc .= 0.035' Al z .. 2.8 IMPORTANCE FACTORS WIND LOAD SNOW LOAD SEISMIC LOAD MF77ANINE LOADS LIVE LOAD w -A- CRANE INFORMATION 4 3 v. JOS REID MIODLETON X0 3 -203 BASIC SIZE: WIDTH LENGTH 5 1 '0 „ (./Amy s7UCr ,4c Dt4I LoAo , , ' Psf ROOF I I VE I ('SAD PRIMARY FRAMING 24 PSF GROUND SNOW LOAD - PSF ( C e = 2 5 PSF (No flu cT1oNS) 80 MPH, EXPOSURE 13 .3 ,Aa T - ' v ` - BUILDING LOADS METALLIC DESCRIPTION SIZE CUSTOMER LOCATION DRN. 8Y LD1' HEIGHT ROOF PITCH )3 =0"t.5., 17:0 "11.s. 1t " Seismic LA.Tt Mi. Rho p;. 1;tel Seismic Lo 1111DMAL Rho a. P 1.5 Site Coefficient _._._..� __ Basic Structural System - -9trei-sys4em-vtith ordinary moment kale" of steel - - Response Modification ) .5 „� Deflection A a Factor ( `� Anal - i ure - SP* � Ot C.TP Nit .0 010 ST"' Auk 2 523 1 ISSUE 0 0 �''� - yaw t eie'� �S `� e has o �� , by ° ��to �e SI* " 01 � 5 a� OAS \\* 006 sP � e �0�00 ° �� t EO 034. bed � c. 066, 60`, d woo 020 ok 000 to 000 06 Of m oli DIDWALL FRAME TYPE LEFT MF ,S EA c orJ CONSMSICTioPI / STAR FaRE SPORTS RIGHT BY OTHERS= HOOF E 1 WALL El uL 25 EJ STITCH ROOF( STITCH WALL( RAKE TO WALL: GUTTER STRAPS: RAKE ANGLE: DRAWING INDEX � L� NO. DATE DESCRIPTION Folk PPM 111, ,TrC COvEA SHEET _ GRANDSTAND COYER P•'r 3" hail SHEET NO. ISSUE C I 4. C1 2 E 2 4 E3 E4 I E5 PAGE DESCRIPTION 5' 5-1 EXPoits CoveA. .7g(ET Awciat &rtr SarTo4c PLA�J . PiAI'I FRAME CRp:as SEc,T#oN 24Pri. ROME CAQ, i : See e i a RooF MAIN FikAitimbs P A'J RooF SEco4PAAY 114,4 SEGoNDAAY FQAn iNG C- F acerrf•, J PowN>Paca RooF 5b CEr J LAyoyr SrA JDAAo DETAILS STANDM/tr .06 TAILS Nif J e LDW C STA 0D AR. DE rA i L S 0 / fiL'�LA oprfieATwrcJs E I £3 PLAres Foie Fib flop. metallic binding company 7301 FAIRVIEW • HOUSTON. TEXAS • P.O. Box 40338 ZIP 77041 ( 713) 466 7788 ZIP 77240 * ZINC CAPPED ANCHOR BOLTS BY OTHERS BY BUILDING MANUFACTURER T at/4S ; a101lrral 1 AsIlt r ram 5' 3,t1 316-NO ,3M..,il r_ SOS ACI wiOiu�C1 . 3r 5 .:L+3ii M.30 - _srOtic *Vas :_031I S. 330b3S - rep: X337: 13K .1COMOSPGaiS 1.01114 - S_ _ *133d r 3e 03 11.14, lx .Ade NOormataat n! r -‘ I, ::T: 1 313, k'�'S 4 D :d1. :1.,*. drlll u • Q d!M 3dr0 rtln 391111 343113es0J 3010erd OP !O a J •.:As11 3INIA IOGN sSSItlt h31 O3 CamSgoinu 10 litd 0 0 1 aarkOdid Qi S Oar /t 11,130 3i. sews 35ve - 301Anxu 3113d 3N.L 030 43 1113‘13313 c3'SX? /OA i V* ‘ '1.313 ' - INNS i wL30 01 1113!30 151, w8 Q3 _1313 - 83404 AS ainddnS $310d OW Ssitl,^1X!_ LMOII 0 131 j sa c 3de3Saw n o1 tailb 11/3111", 3drpso xW tO :I C /Oh t ,tie aaL� ?1 d rr: , �!/w �J43 ?ir: :111 rOL fi f'N •s . 17'.30 ti3a 81st:. -• 34 '`vS`NI j) 3st' ..0" 4 r. , '.i •S : / - 1'_3C e--3c � ...able 3..ve303S 033+1'?) tirr 10 0_ !!1.138 33 - "aft `: cW wrS aeivOS VIC - ec :: 1.r_3C 3'11_43. 433 MC 48 C3 - cc-'K P 3PS 3 nr�r3'r :..1.016 3c, 'Lve3d?S c3Ctin) 1...c.3., o3c an .9 3; z...00- 110.' r � we .8 `1,_32._30 c'i'r3c5 co aCS\3S - ;d 1/v_3C 3_ c 33o cf- 3A:0C _ X* r: v' 000 - .vv. 3L,J7c. .30.)., ii _ 33 C » r�3ec € c ,•,{.11 .3) €) cad "r -3 _ '' 3 :3) 5J _ :.fOS ,'J aNVeil1rk'. 3 t'l) '3 T _r :: 311.30 - 'S -•P3V z1) cssr• _oP. 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OS _IRE • P: C)"CLE PLAN VIEW 12L LC': • SL11: JAMB DETAIL & TRASH GATES REF USE " 6 C., 1 • 11E4. N.Co ONT ELEVA (2)324 CONT SAR AT TOP OF NALL SPLICE 2 EXTEND 2 BEYOND OPENING. NOTE: SPECIAL INSPECTION REQUIRED ON I4EADER CONSTRUCTION SWING DR. HDR.N.T.s. 13 CrIU / BLOCK. SOL I D GROUTED (2) COURSES 1-4IGI-IT OVER OPENING. CONT BAR AT TOP OF NALL SPLICE 2 LINTEL COURSE OVER DOOR PAI\TED TRAFFIC 23/32 T+ G PLYw000 SHEATHING 1 Od 0 6" O.C. — TAPER cut 2x10 JOISTS NOTE: USE EPDXY TYPE TRAFFIC PAINT (WHITE) TAPER CUT 2x 1 0 JOISTS tjr E /1t.' C j X 7 7 T. I X Jt X X AlerVOIKTIO 9...1015 Nes MP.. won 105 at/4M ...AVMS .701 -.COM 1 %013 5303 r imingeraifet: 0 M10411 E,V;INCES S CMU WALL 1-.1.—o- I1 0 10d • C SIIAPSON A.35 CLIPS 032 o/c & EA EILOCK RROWS — 218 TREATED If. 5/8 &8s •32 o/c — #4 CONT. EAR .1111MIOR ' E NtAME Cri 5N 1 4C 7. LE •• M0 NOTE: PROVIDE PARAPET AROUND PERIMETER PER 4/A04 ROOF STRUCTURE PER DETAILS 10, 11/a3.1 EL 8 TOP OF CMU (TYP) TRASH ENCLOSURE SECTION EL/Or .1: ,P4 OW! 9 CA "VAS CM( • — tow 3'-0" @ STALL 14 L 024" O.C. ALIGN & LAP WI C.M.U. VERT. REINFORCING (24" MIN. LAP) 6" CURB AT INTERIOR SLOPE I% ENAUEL ALJMNOW CMU SHALL BE 8X8X16 tN/ STUCCO FINISH #4 HORZ. CONT. @ TOP se Borrom at 0 4' o.c. BETWEEN. PROVIDE #4 OVER ALL OPENINGS, EXTEND 2'-0" BEYOND OPENING (AROUND CORNER AS NEC.) 14 VERT 410 24 O.C. PROVIDE 14 VERT 0 CORNERS & JAMBS OF ALL OPENINGS. SOLID GROUT ALL CELLS (2000 PSI.) 6" STEEL BOLLARD. PER DETAIL 12/C2.1. 6" CONC. SLAB (SLOPE 17. TO DRAIN) W/ #4 0 12" O.C. EA. WAY, OVER 6" AGGR. BASE. #4 C O.C. (4) #4 CONT. TYP. 1 0P4 .2 Sk-k. SEE S:rt °P..AP*. PED. STD. WHITE 505A ON BLUE 1590 BACKGROUND METAL COPING & PARAPET TO MATCH BUILDING GROOVING DETAIL r -12" WIDE 1/4" DEEP x 1/4" WIDE SCORES IN CONC. 0 3/4" O.C. 0 TOP OF RAMP SEE 2/A0.4 DEPRESSED CURB RAMP CLAY.; ft RUILT UP ROOFING SYS I LM T RAMPS SHALL RECEIVE A ROUGH BROOM FINISH CONC. CURB 0 BACK OF SIDEWALK \ WHERE RAMP ABUTS LANDSCAPING—\ N.T.S. FACE OF CONC. CURB SLOPES WITH RAMP VANPAi PROC' / (1E E OFF RRIC,A:N !NE' AT / 18 AF. TIGHT 1C (Mt i WALL STEEL BOLLARD (TYP OF 7) PER 12/C2.1 REFER TO CIVIL DRAWINGS FOR LOC/VON OF CATCH BASIN CONNECTED TO GREASE INTERCEPTOR PROVIDE BOLLARDS EA. SIDE OF GATE PER 11/A0 3 TO ALLOW FOR 120 DEC. OPENING OF GATES (4) 1• 0 X 12 STL SLEEVES. ALIGN W/CANE BOLTS ON DOORS A go OVERFLOW SCUPPER PER 18/A3.1 SIMILAR — — RECESSED ROOF DRAIN w/ 3" ABS FOR DRAIN TRASH ENCLOSURE ROOF PLAN1/4 ••■•••••■ ARCHITECTURE ENGINEERING PLANNING MANAGEMENT 701 DEXTER AVE. N. ?.?, EATTLE, WA. 98109 r/ (206) 285-4300 / / A , OLYMPIC ASSOCIATES COMPANY 15036 INTNI BLVD. TUKWILA, WA 98168 EXPiRES: SEPTEIJOER ZOOS RN Mt 11ME REGISTERED RCHITECT E . CROSS F WASHINGTON 5155 SITE DETAILS 010003 PONT SSW& 0' -23-4 MUM *COPYR IGH T. 11111111111•11011t NS SIMS 11101P101001 le SI 1111111111.11111 1.11111. MIE NNW 11, 11.101in 111111~ 10 at 111 WM II OM Ile 119 MN MIR IMO 111110111NS SOK MINS MIND 01111 IOW pecENED env OF JA't A0.4 2002326 •••••• ti • 4 • • Sheet L; Job NurnbN 10750 C1 „. 6 . IIHOWilliVw 11 1111,1111 8 1 _ 1 � /4, h / (, 7u c)) II 0 "k0 t N 4 8 1 de 1(motp.o I() 7'/1) • 1,1 ",() 1 ?II {Iw,) F !14 e qP 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX a0 CML ENGINEERING, LAND PLANNING, 1. SURVEYING, ENVIRONMENTAL SERVICES 11; 01 Q - of RRcRiRRR '•:'474:: l' t INK rrNrr TTY; Designed .11P0_ Drown — _.6.QK Checked . rIMH Approved . _HPG. Date .1LL_Q 7 f"'! r+'! (13 1>§ A O! 0 r ti • 'V (I3 11 C40 8 p 9iTall P 1 5 i ;WI q 4 AX R g VA ti bl. :- , ? s T, R l RR k R 1 E p 6 P 1 i 11 Jsm, 1 il n i i iq !! ; e 1 tq X RA IA € :AW 8 ' i $ g gal g a gi 8 ig I 10 i / $ 0 E 8 li 5 :11 g 4 z 5 : ill ! 1 19 A 1 Scala: Horizontal 1".20' Vertical N/A �.r 0 rl r1 1)uO/ 1 u►►t' 01/29/;004 11.11 Scole: 1.'20 kbartenhagen Xrefs: z 10750s,z 10750t,z 10750b,hol, C, For: 8 r t 1 sT �'1 q T `� ti he • 8 • 0 G OLYMPIC ASSOCIATES COMPANY 701 DEXTER AVE. N. SEATTLE WA. 98109 (206) 285 -4300 iy ;1 0 9/ g r eP w N grTil N ylus nglf 1+01 a -( 8 RRii w iqus g 8 c -' i h! No. Date By 5 1 -29 -04 KIB 4 9 -30 -03 SDK 3 9 -03-03 TPW - 2 6- 10-03 CES 1 5 -13 -03 RB TRASH ENCLOSURE 038 Op rwZ M Z Fi n 8 � / m Py5 cc 1111,.. INIh Trycr- m I•{PG HPG REMSED PER CLIENT REVIEW HPG HPG REVISED PER CLIENT REVIEW HPG HPG REVISED PER CLIENT REVIEW DD . HPG REVISED PER CLIENT REVIEW HPG HPG I REVISED PER CITY REVIEW DATED 5 -2-03 Ckd. MINIM Appr. O •' • •• • fi z 0 m rn rn� GRADING AND DRAINAGE PLAN K.F.0 /TACO BELL 15036 INTERNA1IONAL BLVD. TUKWILA WA. 96186 Revision DIM 'A" DIM "B" DIM "C" DIM 'D' WATER DEPTH DIM "E" 7' -0" 4' -8" 7' -0" 3' -6" 3' -2" 7' -0" 4'8" 7' -0" 4' -3" 3' -11 " 7' -0" 4' -8" 7' -0" 5' -3" 4' -11" 9' -0" 5' -0" 7' -2" 1 4 3' -10" 1 9' -0" 5' -0" 7• -2" 5' -2" 4' -10" 11' -2" 5' -8' 7' -2" 4' -4' 4' -0" 11' -2" 5'-8 7' -2" 4' -11 4' -7' 12' -8" 6' - 8' 8' -0" 4' - 7" 3' -10" 12' -8" 6' -8" 8' -0' 5' -6" 4' - -9" 12' -8" 6' -8" 8' -0 6' -0" 5' -3" 15' -7" 9' -7" 8' -6.5" 5' -0" 3' -9" 15' -7" 9' -7" 8' -6.5" 6' -3" 5' -0" 19' -11" 9' -11" 8' -11" 6' -2" 4' -9" 19' -11' 9' -11' 8' -11" 7' -2" 5' -9" S 0 10 1' -20' 20 KING COUNTY WATER DISTRICT NO. 125 STANDARD NOTES SSCO RIMx336.8 IE -332.8 20 LF 4• SS 2.0% (GREY WATER UNE) 40 0 1, NST ALL NEW CLEANOUT. APPROXI : ' LOCATION OF EXISTING / 6' SIDE S DCACT LOCATION AND D a / TO BE VERIFIED BY THE CONTRACTOR BY 'POT - HOLING' AND - SU . IF OONFUCTS APPEAR TO; EXIST. ACT ENGINEER IMMEDIATEI CE TYPE 1 RiM= 336.41 - IE 12" c:)NC N- 334 31 IE 12" C:./NC 5 =334.21 IE 12" CONC NE -; 334.31 13 INSTALL 1 -FIRE HYDfONT ASSBLY. (NU) PER WATER DISTRICT;' 125 STDS. W /6` CONNECTION TO . 10" BY WET TAP. 1 ; " TAPPING TEE (FL) 1- GATE VALVE (FLxMJ) ii ' 10 i"F 6` DI (MJ) POWER K.:LE 8.50 �Nam'trE W/L CNAR" �►NSf� RMER 6. 014TWAC*7R SrtA`_ FURNgSr k.. MATERIALS IAAf.S. EXISTING 6' SEWER SERVICE UNE J r' d • • �► / G 5 VALVE -. • EX /1 U" WATER MAIN -- // /i SMH R11.1=336.48 !E 1 CONC N=323.17- IE 1 " CONC S =323.26 oar .0c L 1 `' -• - _ i \-- SOMH RtM =334.25 _ TOP 12' CMP RI. , =333.2C I:. 12" GATE VA VE =321.02 ti IE 24 _ SQUASH PIPE E =321 _C 1E 12' CUP SW=321.00 s t- LOT LIGHT Cfi TYPE 1 RIM= 332.88 iE 12 :::GINC N =3383.83 IE 12" CO AC S= 330.8.3 iE 12' OAP NE= 330.8 8 1. IIPPROXJ ATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE S CONVENID10E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN MID FOR DISCOVERY OF POSSIBLE ADDITIONAL L UTIES NOT SHOWN SO AS TO AVOID DAMAGE OR DiSlISEMOCE. THE CONTRACTOR SHALL CONTACT THE UT UTIES UNDERGROUND LOCATION CE T R (1-800-424-5555) PRIOR TO COON_ THE MINER OR HIS REPRESENTATIVE SHALL BE CONTACTED F A LJ1U Y CONFUCT U6T5. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A ION9MUI1 OF 48 HOURS IN A01N1NCE OF ALL REQUESTS FOR STINKING. TESTING OR INSPECTION. 3. CONTRACTOR 6 RESPONSIBLE FOR CONTROL AT THE TIME OF STAKIP4G.. 4. CONTRACTOR rJRNISH SHOP DRAWINGS FOR APPROWL WHERE REQUIRED @Y THE XV& SPECIFICATIONS AND FOR VARIATION MON THE ENGINEER'S DESIGN. 5. CN'RAC'TOtt S .:. INSTALL EOUPMENT w ACCOR - = WM- MANUFACTURER'S D:ANIEVOATIONS, wi►'ER DISTRICT NC. 125 SPECIFICATIONS, NO (an OF TI,ACIFILA / i• OF SEA -AC / KhI ; =Are, Y; STAB S. 7. Ar WASTE iv" A`P'E -r �9E DUE'` IRON CLASS 52. PUSH-CA Mee OR IE OMICAL m i 2• .4„. TED _ M►6'A__ Too !O t'E IA ACCoRW CE WTH IV/ILFACTUREWS RECOMINDICATIONS. ALL. F r7v4GS BE CAST RAN AND 9,ALL =FOAM TO PPPUCPBLE PORna6 OF ANSI S /AWARD A1' .1 C. A21 . ! 1. 8' 6.2, 816.4 NO A21.53. wI TN A WHIM AAN PRESSURE WING OF 150 PS AND Ri BE CEO UNE D. 6. Ali cA1 1M.11ES TO BE MLFR au mains 10 OE TELLER Val Mann M CRY OF SEAM TOa(ow) S. OJT-406 IMO iM UPS 7 0 BE WAD WY CONTRI I R LMT OM= IA:. 125 S,JPOlssl110ENIt" E>IIIClEET, IMO (CITY OF AMU / OF SFAS / a Moan N SPECIOR •5T E *AWED 411 NEJRS N 106 EXISTING 1 }' DOMESTIC AND 1" IRRIGATION WATER METERS TO REMAIN. CONNECT NEW DOMESTIC WATER SERVICE TO EXISTING DOMESTIC METER. t ▪ LOT J; HT 11. TAPPING SLEEVES SHN.L BE MUELLER CAST MNON. JCY EPDXY COATED STEEL, OR ROYAL SST WITH STARLESS STEEP. RANGE. 12. CONTRACTOR IS RESP'0t5&E FOR VERFYWG ALL EXISTING PIPE TYPES AND SZES FOR COUPLINGS. CONNECTIONS, CUT --NS. NID LIVE TAPS. 13. 3-1 /2 FOOT IIINIMUM COVER OVER ALL MATER MAID! PIPES. 14. DEVELOPER TO PAY FOR STATE. COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 16. Ad. DUSTING FIRE HYDRANTS AND IV4P6 TO BE OPERATION. PRIOR TO COMMENCE OF CO 17. 'NO CHANGES ARE TO BE MADE W THOUT WRITTEN APPROVAL BY THE WINTER DISTRICT NO. 125 SUPERINTENDENT OR DISTRCT ENGINEER ANC THE (CITY OF TUiti1LA / SfA'.AC / INNG COUNTY) PUBIC WORKS ENGINEER. d. 1REFT_R TO MATER DISTRIC" NO. 1 75 cokonoids mO STANomos. MO To � ► (C! v OF TUKMKA / CITY OF SEA:/IC / KING COUNTY; STMDARC SPECFICATIONS FOR ALL REMAINING NO' ARO DE'AL.S. 19. PROVOE 3/4 -I4CH SERMCE UNE ANC 'A? coNNEcioms FOR EACH E X STING WATER TESTER 20. wXIrJIM ALLOWABLE CPEN TRENCH SHALL BE 80 FEET. 21. S10CX PLFS SHALL BE COWERED DURING ALL MUMS or PREMIANDIL 22. MOOTED PROCTOR COMPACTION IMO MOISTURE COmma. 1ESY mum IMO COpM.5 cr TEST iEMUS Std/ RED TO THE OUST .'t ENGINEER 111. COMPACTION* UMBER PINNED NID TilIPIC AREAS 991[x. OE 952 worm DENSITY HOOFED PROCTOR PER ASST D- 1567. ALL OM ER MESS 10 BE SOS tows COMM KUM ROOM 23. TILL. *LIES, FWE mows ITS SERVICES 10 DIE IE78t STOP 70 OE POW OF JILL PRESUME A10 PAY IESIS. ND EXCEPPROMS. 13' DOMESTIC WATER SERVICE UNE * FINAL UNE SIZE TO BE DETERMINED BY , BUILDING PLUMBER ? P /i st 7.81 4 : 74 : :4 A C * 4 frjAiLiNk •�, W p I' `; 1.- J WATER /SEWER CONNECTION PLAN . "? o' U � z z g a x sLAa 3 : rPE 1 f4V =334.46 _ CM? Ir =331 o7 _ �� y. S I _ CMP E =3.2.73. CLEF S= 332.68 • J l� • F 2" MAPLE - t 2" MAPLE J � ---, �? j �� - - (224' MAPLE 36' MAPLE (2)24' MAPLE 36" MAPLE '.- ,-- 36" COTTcON';NOOD U 30" COTTONWOOD 30" COTTONWOOD � - 30 CO ONwoo0 I 60 24. TRAFFIC CONTROL SWILL BEN ACCORDANIX WITH (0TY OF TUKWI A / CITY OF SEAM / KING COUNTY) REQUIREMENTS. 25. ALL PIPE INTO APPURTENANCES TO BE itS l tl) TO WITI#N 10 FEET OF ANY COMI.'TION POWS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETF THRUST BLOOONG SHALL BE PRIMED AT ALL BEAM TEE'S, MAUVES OR OTIfR APPURTENANCES MIFERE INTERNAL FORCES REQUIRE RES TRA Not. BLOCKING SHALL BE N ACCORDANCE WITH WATER DISTRICT N0: 125 ST11NL1AR & 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DtSTRICT NO. In. MITE DO NOT SCALE FROU DIWI 2500 2750 3000 4000 5000 6000 CONCRETE PAD -\ 8_ 1'-0 2" VENT PIPE TO BLDG. VENT STh i t.M TO PROVIDE POSITIVE DRAIN TO GREASE 6" MIN DIA. INLET EL =332.3 600 750 950 1000 1250 1500 1750 2000 NON - SHRINK GROUT PRECAST CONCRETE VAULT COAT INTERIOR WITH TAR EPDXY. I 4' -• A L U 6. W oa I NUMBER Or MEALS (PER HOUR) STANDARD NOTES: 3 11 u NOT TO SCALE VUE SEWER DISTRICT I- RIM EL =±335.9 { USE 1500 GALLON INTERCEPTOR. ADJUST TO GRADE WASTE FLOW x RATE TOP TANK 3 NSPECTION E .03 DIM 'A" LIQUID LEVEL I ■ 6' MIN. DIA. TEE I I OR ELBOW 1 ' O 'La A •'~ -.,s: ♦ ;, P.T 1. .- t... -vim NON- SHRINK GROUT AROUND BOTH SIDES 2/3 LENGTH RETENTION X TIME RIM EL =±335.9 L SECTION VIEW AA (DESIGN CRITER A UNFOIW PUJM P IG CODE APPENOOC H) 2 ' 6" LOT 2' NON- SHRINK GROG 6" MIN I f � I II II ... Y. • :w� Y �r•a 4' • 1/3 LENGTH NON - SHRINK CLEAR ACCESS OPENINGS GROUT BOTH SIDES PLAN VIEW `_ SLOT BOTri SIDES GREASE TRAP SE NG CALCULATIONS: 95 X 5 x 1.5 X 2 1.425 I S. AL C SS MIL SE INC S - 35 uNIESS O IEMME ROM NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 psi 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: AC!- 318 -83 BUILDING CODE ASTM C -857 MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" 5. ALL SEWER LINE CONNECTIONS TO THE INTERCEPTOR SHALL BE CORE DRILLED AND SEALED WITH NON- SHRINK GROUT. 6. ACTUAL VOLUME = 1,500 GALLON 7. LOADS: H -20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO. 8. FILL W/ CLEAN WATER PRIOR TO START UP OF SYSTEM. 9. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND SAMPLING TEES. 10. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. • .• a r •• 1 STORAGE UCUIID x FACTOR = CAPACITY 24" MIN DIA LOCKING FRAME & COVER: GAS TIGHT, HS -20 LOAD CAPACITY AND LABLED "PRIVATE SEWER" (3 PLACES) RIM EL= *335.9 6" MIN. 8' 10.75' MIN. NON- SHRINK GROUT 6" MIN 1 DNA. DIM "C' DIM "D" EL= 327.87 12" MIN. COMPACTED DEPTH PEA GRAVEL OUTLET PRECAST CONCRETE TANK DESIGN DATA: GREASE INTERCEPTOR DETAIL (TUKWLA DETAIL 4188-12) (UTIIJ1•Y VAULT 15106 -CA -1500 GALLON) 1. ALL WORK MD MATE RMALS SERAIL M N ACCORDANCE MATH THE LATEST EDITION OF THE VAR. VUE STANDARD SPECF1CATIONS, AND WSOOT /APNA STANDARD SPECFIGTIONS. LATEST EDIT10N. 2. PRIOR TO ANY CONSTRUCTION ACTMTY. THE CONTRACTOR SWILL SCHEDULE AND ATTEND A PAE WITH THE VAL VUE SEWER D6TRCT CONSTRUCTION INSPECTION PERSONNEL 3. A COPY OF THESE APPROVED PUNTS IAA? BE ON THE JO0 SITE MA#?EVER CONSTRUCTO1 6 IN EL =332.2 (VERIFY WITH MANUFACTURED PRODUCT) r aiJYOI1 �"���'- • r �f - SANITARY SEWER 4. ALL SANTARY SEWER AAPFKNEMDITS 9iAL_ BE CONSTRUCTED M ACCORDANCE MTH THESE APPRO■ED PLANS. ANY DE11i117!ON mold THESE PUNS 1ML REOUIIE 0 wLFN01M THE OWNER. DIGINEER IMO APPROPRIATE PUBLIC ASS. 5. IT SHALL BE THE STOLE sESPOmmimirY OF THE CONTRACTOR To OBTAIN STREET USE MO ANY OTHER RE1/12ED PERMITS PIM TO ANY CONSTRUCTION AMITY. 6. ALL LOCATIONS CF EXISTING U IUT'ES SHOWN €ROT, 14 BEEN ESTABUSHED 8Y FELD SURVEY OR MIMED FRAM /MtABE RECORDS AID SHOULD THEREFORE BE CONSIDERED PPPROMMIILTE ONLY IMO NOR RECESSARILY COMPLETE IT 6 111E SOLE RESPONSIBILITY OF THE CONTACTOR TO I DEPDIDENTLY VERIFY THE ACCURACY OF /Ntl ±TRUSTY LOOMS SHOW IMO 10 F MINER CISOO*, AND AIOO ANY OMER MOB IoOr WIN MIMI SIDI IOW NE AFFECIED IN THE IIIPLEMEMWION OF 11iS PLAIL 7. THE CONIIML"IOR SHILL coma :*E U1t1LTTE5 UNDERINIOUNID LOCJOTRM WIRER 0-000-4241--5255) PIRIOR 10 CONSMuCTION. TIC OWNER OR HIS REPRESIBIWATE 9M1L 111E CONWED F A CITY COMMIX MIS. STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. SCREW IN CAP - JOINT SEALANT 1' DEEP 1" STYROFOAM ALL AROUND - CEMENT CONCRETE CLASS 5 (1 -1/2) 6" DIA. C.O. (STRAIGHT 'T' RISER) F 3 1 J ,! 4 - t Epp §Mg 22 =22 Ms CDCIP MCD Se" rn fYYqq M $..12:2 - ami) SINGLE SERVICE KITCHEN WITHOUT DISHWASHER SEATING C*F'ACITY: APPROX. 60 SEATS ESTIMATED MEALS SERVED: 95 PER PEAK HOUR 181 HOURS OF OPERATION FIEVENED CrY OF Tom? ATLA E P'R:S 6- ` C - 05 C . .; • oc Y U • • .0 Q 0 N a) 0 C C) 0 I 0 u 0 1 4_' 5 \ , --- 6 l � 0 1 41 i a----1 V PRECAST DIVIDER I V *4.. -. S 0 10 1' -20' 20 KING COUNTY WATER DISTRICT NO. 125 STANDARD NOTES SSCO RIMx336.8 IE -332.8 20 LF 4• SS 2.0% (GREY WATER UNE) 40 0 1, NST ALL NEW CLEANOUT. APPROXI : ' LOCATION OF EXISTING / 6' SIDE S DCACT LOCATION AND D a / TO BE VERIFIED BY THE CONTRACTOR BY 'POT - HOLING' AND - SU . IF OONFUCTS APPEAR TO; EXIST. ACT ENGINEER IMMEDIATEI CE TYPE 1 RiM= 336.41 - IE 12" c:)NC N- 334 31 IE 12" C:./NC 5 =334.21 IE 12" CONC NE -; 334.31 13 INSTALL 1 -FIRE HYDfONT ASSBLY. (NU) PER WATER DISTRICT;' 125 STDS. W /6` CONNECTION TO . 10" BY WET TAP. 1 ; " TAPPING TEE (FL) 1- GATE VALVE (FLxMJ) ii ' 10 i"F 6` DI (MJ) POWER K.:LE 8.50 �Nam'trE W/L CNAR" �►NSf� RMER 6. 014TWAC*7R SrtA`_ FURNgSr k.. MATERIALS IAAf.S. EXISTING 6' SEWER SERVICE UNE J r' d • • �► / G 5 VALVE -. • EX /1 U" WATER MAIN -- // /i SMH R11.1=336.48 !E 1 CONC N=323.17- IE 1 " CONC S =323.26 oar .0c L 1 `' -• - _ i \-- SOMH RtM =334.25 _ TOP 12' CMP RI. , =333.2C I:. 12" GATE VA VE =321.02 ti IE 24 _ SQUASH PIPE E =321 _C 1E 12' CUP SW=321.00 s t- LOT LIGHT Cfi TYPE 1 RIM= 332.88 iE 12 :::GINC N =3383.83 IE 12" CO AC S= 330.8.3 iE 12' OAP NE= 330.8 8 1. IIPPROXJ ATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE S CONVENID10E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN MID FOR DISCOVERY OF POSSIBLE ADDITIONAL L UTIES NOT SHOWN SO AS TO AVOID DAMAGE OR DiSlISEMOCE. THE CONTRACTOR SHALL CONTACT THE UT UTIES UNDERGROUND LOCATION CE T R (1-800-424-5555) PRIOR TO COON_ THE MINER OR HIS REPRESENTATIVE SHALL BE CONTACTED F A LJ1U Y CONFUCT U6T5. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A ION9MUI1 OF 48 HOURS IN A01N1NCE OF ALL REQUESTS FOR STINKING. TESTING OR INSPECTION. 3. CONTRACTOR 6 RESPONSIBLE FOR CONTROL AT THE TIME OF STAKIP4G.. 4. CONTRACTOR rJRNISH SHOP DRAWINGS FOR APPROWL WHERE REQUIRED @Y THE XV& SPECIFICATIONS AND FOR VARIATION MON THE ENGINEER'S DESIGN. 5. CN'RAC'TOtt S .:. INSTALL EOUPMENT w ACCOR - = WM- MANUFACTURER'S D:ANIEVOATIONS, wi►'ER DISTRICT NC. 125 SPECIFICATIONS, NO (an OF TI,ACIFILA / i• OF SEA -AC / KhI ; =Are, Y; STAB S. 7. Ar WASTE iv" A`P'E -r �9E DUE'` IRON CLASS 52. PUSH-CA Mee OR IE OMICAL m i 2• .4„. TED _ M►6'A__ Too !O t'E IA ACCoRW CE WTH IV/ILFACTUREWS RECOMINDICATIONS. ALL. F r7v4GS BE CAST RAN AND 9,ALL =FOAM TO PPPUCPBLE PORna6 OF ANSI S /AWARD A1' .1 C. A21 . ! 1. 8' 6.2, 816.4 NO A21.53. wI TN A WHIM AAN PRESSURE WING OF 150 PS AND Ri BE CEO UNE D. 6. Ali cA1 1M.11ES TO BE MLFR au mains 10 OE TELLER Val Mann M CRY OF SEAM TOa(ow) S. OJT-406 IMO iM UPS 7 0 BE WAD WY CONTRI I R LMT OM= IA:. 125 S,JPOlssl110ENIt" E>IIIClEET, IMO (CITY OF AMU / OF SFAS / a Moan N SPECIOR •5T E *AWED 411 NEJRS N 106 EXISTING 1 }' DOMESTIC AND 1" IRRIGATION WATER METERS TO REMAIN. CONNECT NEW DOMESTIC WATER SERVICE TO EXISTING DOMESTIC METER. t ▪ LOT J; HT 11. TAPPING SLEEVES SHN.L BE MUELLER CAST MNON. JCY EPDXY COATED STEEL, OR ROYAL SST WITH STARLESS STEEP. RANGE. 12. CONTRACTOR IS RESP'0t5&E FOR VERFYWG ALL EXISTING PIPE TYPES AND SZES FOR COUPLINGS. CONNECTIONS, CUT --NS. NID LIVE TAPS. 13. 3-1 /2 FOOT IIINIMUM COVER OVER ALL MATER MAID! PIPES. 14. DEVELOPER TO PAY FOR STATE. COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 16. Ad. DUSTING FIRE HYDRANTS AND IV4P6 TO BE OPERATION. PRIOR TO COMMENCE OF CO 17. 'NO CHANGES ARE TO BE MADE W THOUT WRITTEN APPROVAL BY THE WINTER DISTRICT NO. 125 SUPERINTENDENT OR DISTRCT ENGINEER ANC THE (CITY OF TUiti1LA / SfA'.AC / INNG COUNTY) PUBIC WORKS ENGINEER. d. 1REFT_R TO MATER DISTRIC" NO. 1 75 cokonoids mO STANomos. MO To � ► (C! v OF TUKMKA / CITY OF SEA:/IC / KING COUNTY; STMDARC SPECFICATIONS FOR ALL REMAINING NO' ARO DE'AL.S. 19. PROVOE 3/4 -I4CH SERMCE UNE ANC 'A? coNNEcioms FOR EACH E X STING WATER TESTER 20. wXIrJIM ALLOWABLE CPEN TRENCH SHALL BE 80 FEET. 21. S10CX PLFS SHALL BE COWERED DURING ALL MUMS or PREMIANDIL 22. MOOTED PROCTOR COMPACTION IMO MOISTURE COmma. 1ESY mum IMO COpM.5 cr TEST iEMUS Std/ RED TO THE OUST .'t ENGINEER 111. COMPACTION* UMBER PINNED NID TilIPIC AREAS 991[x. OE 952 worm DENSITY HOOFED PROCTOR PER ASST D- 1567. ALL OM ER MESS 10 BE SOS tows COMM KUM ROOM 23. TILL. *LIES, FWE mows ITS SERVICES 10 DIE IE78t STOP 70 OE POW OF JILL PRESUME A10 PAY IESIS. ND EXCEPPROMS. 13' DOMESTIC WATER SERVICE UNE * FINAL UNE SIZE TO BE DETERMINED BY , BUILDING PLUMBER ? P /i st 7.81 4 : 74 : :4 A C * 4 frjAiLiNk •�, W p I' `; 1.- J WATER /SEWER CONNECTION PLAN . "? o' U � z z g a x sLAa 3 : rPE 1 f4V =334.46 _ CM? Ir =331 o7 _ �� y. S I _ CMP E =3.2.73. CLEF S= 332.68 • J l� • F 2" MAPLE - t 2" MAPLE J � ---, �? j �� - - (224' MAPLE 36' MAPLE (2)24' MAPLE 36" MAPLE '.- ,-- 36" COTTcON';NOOD U 30" COTTONWOOD 30" COTTONWOOD � - 30 CO ONwoo0 I 60 24. TRAFFIC CONTROL SWILL BEN ACCORDANIX WITH (0TY OF TUKWI A / CITY OF SEAM / KING COUNTY) REQUIREMENTS. 25. ALL PIPE INTO APPURTENANCES TO BE itS l tl) TO WITI#N 10 FEET OF ANY COMI.'TION POWS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETF THRUST BLOOONG SHALL BE PRIMED AT ALL BEAM TEE'S, MAUVES OR OTIfR APPURTENANCES MIFERE INTERNAL FORCES REQUIRE RES TRA Not. BLOCKING SHALL BE N ACCORDANCE WITH WATER DISTRICT N0: 125 ST11NL1AR & 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DtSTRICT NO. In. MITE DO NOT SCALE FROU DIWI 2500 2750 3000 4000 5000 6000 CONCRETE PAD -\ 8_ 1'-0 2" VENT PIPE TO BLDG. VENT STh i t.M TO PROVIDE POSITIVE DRAIN TO GREASE 6" MIN DIA. INLET EL =332.3 600 750 950 1000 1250 1500 1750 2000 NON - SHRINK GROUT PRECAST CONCRETE VAULT COAT INTERIOR WITH TAR EPDXY. I 4' -• A L U 6. W oa I NUMBER Or MEALS (PER HOUR) STANDARD NOTES: 3 11 u NOT TO SCALE VUE SEWER DISTRICT I- RIM EL =±335.9 { USE 1500 GALLON INTERCEPTOR. ADJUST TO GRADE WASTE FLOW x RATE TOP TANK 3 NSPECTION E .03 DIM 'A" LIQUID LEVEL I ■ 6' MIN. DIA. TEE I I OR ELBOW 1 ' O 'La A •'~ -.,s: ♦ ;, P.T 1. .- t... -vim NON- SHRINK GROUT AROUND BOTH SIDES 2/3 LENGTH RETENTION X TIME RIM EL =±335.9 L SECTION VIEW AA (DESIGN CRITER A UNFOIW PUJM P IG CODE APPENOOC H) 2 ' 6" LOT 2' NON- SHRINK GROG 6" MIN I f � I II II ... Y. • :w� Y �r•a 4' • 1/3 LENGTH NON - SHRINK CLEAR ACCESS OPENINGS GROUT BOTH SIDES PLAN VIEW `_ SLOT BOTri SIDES GREASE TRAP SE NG CALCULATIONS: 95 X 5 x 1.5 X 2 1.425 I S. AL C SS MIL SE INC S - 35 uNIESS O IEMME ROM NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc = 4500 psi 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: AC!- 318 -83 BUILDING CODE ASTM C -857 MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" 5. ALL SEWER LINE CONNECTIONS TO THE INTERCEPTOR SHALL BE CORE DRILLED AND SEALED WITH NON- SHRINK GROUT. 6. ACTUAL VOLUME = 1,500 GALLON 7. LOADS: H -20 TRUCK WHEEL W/ 30% IMPACT PER AASHTO. 8. FILL W/ CLEAN WATER PRIOR TO START UP OF SYSTEM. 9. CONTRACTOR TO SUPPLY AND INSTALL ALL PIPING AND SAMPLING TEES. 10. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER. • .• a r •• 1 STORAGE UCUIID x FACTOR = CAPACITY 24" MIN DIA LOCKING FRAME & COVER: GAS TIGHT, HS -20 LOAD CAPACITY AND LABLED "PRIVATE SEWER" (3 PLACES) RIM EL= *335.9 6" MIN. 8' 10.75' MIN. NON- SHRINK GROUT 6" MIN 1 DNA. DIM "C' DIM "D" EL= 327.87 12" MIN. COMPACTED DEPTH PEA GRAVEL OUTLET PRECAST CONCRETE TANK DESIGN DATA: GREASE INTERCEPTOR DETAIL (TUKWLA DETAIL 4188-12) (UTIIJ1•Y VAULT 15106 -CA -1500 GALLON) 1. ALL WORK MD MATE RMALS SERAIL M N ACCORDANCE MATH THE LATEST EDITION OF THE VAR. VUE STANDARD SPECF1CATIONS, AND WSOOT /APNA STANDARD SPECFIGTIONS. LATEST EDIT10N. 2. PRIOR TO ANY CONSTRUCTION ACTMTY. THE CONTRACTOR SWILL SCHEDULE AND ATTEND A PAE WITH THE VAL VUE SEWER D6TRCT CONSTRUCTION INSPECTION PERSONNEL 3. A COPY OF THESE APPROVED PUNTS IAA? BE ON THE JO0 SITE MA#?EVER CONSTRUCTO1 6 IN EL =332.2 (VERIFY WITH MANUFACTURED PRODUCT) r aiJYOI1 �"���'- • r �f - SANITARY SEWER 4. ALL SANTARY SEWER AAPFKNEMDITS 9iAL_ BE CONSTRUCTED M ACCORDANCE MTH THESE APPRO■ED PLANS. ANY DE11i117!ON mold THESE PUNS 1ML REOUIIE 0 wLFN01M THE OWNER. DIGINEER IMO APPROPRIATE PUBLIC ASS. 5. IT SHALL BE THE STOLE sESPOmmimirY OF THE CONTRACTOR To OBTAIN STREET USE MO ANY OTHER RE1/12ED PERMITS PIM TO ANY CONSTRUCTION AMITY. 6. ALL LOCATIONS CF EXISTING U IUT'ES SHOWN €ROT, 14 BEEN ESTABUSHED 8Y FELD SURVEY OR MIMED FRAM /MtABE RECORDS AID SHOULD THEREFORE BE CONSIDERED PPPROMMIILTE ONLY IMO NOR RECESSARILY COMPLETE IT 6 111E SOLE RESPONSIBILITY OF THE CONTACTOR TO I DEPDIDENTLY VERIFY THE ACCURACY OF /Ntl ±TRUSTY LOOMS SHOW IMO 10 F MINER CISOO*, AND AIOO ANY OMER MOB IoOr WIN MIMI SIDI IOW NE AFFECIED IN THE IIIPLEMEMWION OF 11iS PLAIL 7. THE CONIIML"IOR SHILL coma :*E U1t1LTTE5 UNDERINIOUNID LOCJOTRM WIRER 0-000-4241--5255) PIRIOR 10 CONSMuCTION. TIC OWNER OR HIS REPRESIBIWATE 9M1L 111E CONWED F A CITY COMMIX MIS. STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. SCREW IN CAP - JOINT SEALANT 1' DEEP 1" STYROFOAM ALL AROUND - CEMENT CONCRETE CLASS 5 (1 -1/2) 6" DIA. C.O. (STRAIGHT 'T' RISER) F 3 1 J ,! 4 - t Epp §Mg 22 =22 Ms CDCIP MCD Se" rn fYYqq M $..12:2 - ami) SINGLE SERVICE KITCHEN WITHOUT DISHWASHER SEATING C*F'ACITY: APPROX. 60 SEATS ESTIMATED MEALS SERVED: 95 PER PEAK HOUR 181 HOURS OF OPERATION FIEVENED CrY OF Tom? ATLA E P'R:S 6- ` C - 05 C . .; • oc Y U • • .0 Q 0 N a) 0 C C) 0 I 0 u 0 1 - _ - ■ I' No. j Dote 18y JCkd.tAppr.I Revis;on Job Number 10750 �G H A V 18215 72ND AVENUE SOUTH � y� Z KENI, WA 98032 (475)?51 -6222 . , " - ; ' (47:)251 8782 FAX C0 � � ��` , ' �i CIVIL ENGINEERING, LAND PLANNING, � LN` 2854300 SuRVtYING, ENVIRONMENTAL SERVICES Designed . d DD. Drawn • CES Checked . OD Approved HPG Dat• 4 - 1 1 -43 Scale: Horizontal 1%.20' V��lical N/A For: OLYMPIC ASSOCIATES COMPANY 7 01 DEXTER AVE. N. SEATTLE WA. 98109 (2062854300 Title: HORIZONTAL CONTROL PLAN K.F.C./TACO BELL 15036 INTERNATIONAL BLVD. TUKWILA, WA. 98188 ---- et ^ 6 , S I i ) I • ) tlf • I •• 3 •'f 1 r 1 { ' 4 (,►o I '` }WOO . s pfIrr:Iir) , i i) - ", +, I, 1 Jw, it.)#;./ folic 0109/1004 17 19 Scale 1 ..20 kbortenhogen xrets. 710750s,z10750b,hol, • yl 0 5 1 -29-04 KIB HPG HPG REVISED PER CLIENT REVIEW 4 9 -30-03 8DK HPG HPG REVISED PER CUENT REVIEW 3 9 — 1PW HPr HP(1 RFVISFI) PFR CI IFNI RFWFW r P;1i > 2 0 m20 MqZ cfD � O � r • LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WOW FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPUSH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTIUZER, STAKING, MULCH, CLEAN -UP, DEBRIS REMOVAL. AND 90 -DAY MAINTENANCE. OUAL:FICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBIUTY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFUCT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM. BARK. OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE- ESTABUSHING FINISHED GRADE AND RE- MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1 -1 986). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. 'B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL UNE; "GAL' INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABUSHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION. PLANTS TO BE FULLY LIVE. VIGOROUS, WELL FORMED. WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER. SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO i , VE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES. OR ROOTS; LACK SYMME TRY, HAVE MULTIPLE LEADERS OR "Y CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE H SPECIFIED SPECIES /HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMIT" ED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE. AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL AMENDMENT. AND BACKFIU , ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. SOIL FtHIIL1TY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, LAWN AND SHRUB LANDSCAPE. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA TO BE OBTAINED. IF ON -SITE TOPSOIL HAS BEEN STOCKPILED, A TEST TO BE COMPLETED FOR R, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPUCATION RATES, AND POST- CONSTRUC- TION MAINTENANCE PROGRAM. It_si5 TO BE PERFORMED BY AN APPROVED SOIL TESTING LABORATORY WHICH WILL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF THE SOILS REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER TO TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL TO BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW. AND BE BLENDED TO SPECIFIED DEPTH IN E.). BELOW. LOAM TO CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPUER AND SAMPLE OF TOPSOIL CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON -SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A). ABOVE PROVIDE AMENDMENTS IN C) 1. AND C) 2., BE OW, AND EVENLY 6VIND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT 1. ORGANIC COMPOST TOPSOIL FOR PLANTING TO CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. TriE FO' ' NG IS FOR SOIL WITH 3 -4 PROVIDE THREE INCHES ('TwO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST 'X ORGANIC CONTENT. BLEND, AND /OR AGED FIR BARK MULCH WILL SATISFY ORGANIC REQUIREMENTS. COMPOST TO BE FROM NON -FARM ANIMAL SOURCES. NOR FROM SOURC CONTAINING REDWOOD / CEDAR PRODUCTS. 2. ERTIs_:ZER COMPLEIT I tit T 1UZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR. AND A MIN;ML.M1 OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER TO BE "AGRO- DELUXE NURSERY 1 0 - AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE N TROGEN EQUIVALENT. 0) PLAN 7 .G BACKS � Ok -S-TE TOPSOI (E CCAVATEn P!T SPOILS) AS FIELD PREPARED FOR PLANTING/TURF E, TOPSOIL PREPARA ON AS A M•NIMAI & A,- LMOSCAPE AREAS TO -SAVE ' 2 INCHES MINIMUM OF TOPSOIL PER • A`: /OR 8). ABOVE. ; ONTRAC'3R TO AD,i S :,MATES AND SuPPLY TOPSOIL AS I♦ECESSAR" TC ASS T,,.= MiNeM,,W DEPT -i. CONTRACTOR TO rOIRM BERMS TO E _ -+E G-+' ANC Ek' E ' N T T FJ '€ E. A'C SHCRI !Y Oti "r+E PLANS. TO BE _trtir_" 3,..E■DE: - -00. ,T T4E - 3P 6- 040-+ ES. TOPSON TC BE WORKED 1 ,, » - SnoN. so _ O:X*4 SPEC,• s FIKSH , ZrP P ARx ; P '.J1h'0:t S.A OS BE :VIER EXCAVATED 2Y BACK -10E. REMOVE PAANG VASE. G■IME.. BASE AND . `R+.ThG Sol3SOL - 8' 0w TOP OF PAVING. SCA' ANC (NOR DC AWATE Pfr WITT01l • 2" TC 1"ilkia STRUCTURP4. COMPACION .5 Etc Ihk,LCP4 ;TOPoRESS IG DAIS- w1LF -N * (1 /2') Sin. TO ONE -4404 (11. LE "11EDIU�' pialLocpcinR BARK_ APPLY SUFFICIENT QLrry TO PROMO( TRREE OCNIES (3 j TD FOUR MKS (4 ouTH 004 AREAS KIT RANTED P4 LINK. FINE 11.A.CK L L 'STEEROO - DCTU E AND CEDAR ARE 1 •MOT ACCEPTABLE. SILLIES: 'S -1/2 -- LET. BY 8--FOC ' DOUGLAS FIR (2 x 2 x V) Wr MATE " -NCH AIDE POLYETWILDIE 0401P4 LOCK TVPE TES; OR. 3/b• OIIMr TER RUBBER NO NrE. HERBICIDE IS NOI RECOMMENDED FOR THE FRST YEAR AFTER ANTI- DESICCANT: "WILT- PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISHED GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2 ") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES TO BE SMOOTH EVEN GRADES. LIGHTLY COMPACTED. AS SHOWN ON THE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL TREES TO BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT UST. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. • GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (31 BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL GROUND COVER AREAS NOT COVERED BY LAWN. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. U TILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES /SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM ARE HYDRANTS AND UTILITY VAULTS. P LANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING. WEEDING. CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE- ESTABUSHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY /GUARANTEES. • PLANTER DRAINAGE/BACKFILL DETAIL NOT TO SCALE FINISHED CODE . -0 SC"1 2' MULCH LAYER (COMPACTED DEPTH) PLANT SEE SCHEDULE FINISH GRADE 3' BELOW TOP OF PLANTER PREPARED PLANTER SOIL MIX COMMERCIAL GRADE FILTER FABRIC PAVING PLANTER SEE ARCHITECTURAL PLANS PROMDE ALTER FABRIC OVER DRAIN HOLES 4" LAYER WASHED PEA GRAIEL FLAI1V Illni MULCH 2' MULCH LAYER ( COMPACTED DEP'iH) FEATHER EXCESS SOIL IN CER MULCH 1' MULCH AT CROWN -1 /2' ABOVE GRADE 1' ABO'NE GRADE ----i NOTES: o REMOVE CONTAINER & WORK ROOTS BED FREE OF SOIL; SPREAD ROOTS INTO ' . "•' - - - EXCJtVATiON o BACKFILI. TO BE SETTLED USING WATER ONLY O SEE PLANT LIST FOR PLANT SPACING GROUNDCOVER PLANTING DETAIL • . O CA-E PRUNE D.WAGED PIRGS Aral PLANTING PLACE M V RT. PGStT1Ott DOUBLE LEADERS *ILL BE REJECTED PROTECTIVE WRIPP9v4G DURING SHIPMDIT ' C SITE a IkST>.,,I►TIOw MIME AT COMPLVION OF P1JMON6 2' MACH A ]SPIN' NOLO MULCH FROM mom C ' o 10' C !'LINED !*PIE ALCM ) NOTE o STAKNG ON 'ILLS QED BASS" PER NOTES; ALL GUYS TO BE FUMBLE o KEEP ROCTtBALL MOST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FI NlSlf -D GRADE o PROTECT TRUNK ANC :TABS FROM INJURY o BAWL_ TO BE SETLZ USD G IMTER ONLY — NO NEDopecAL COMPACTION o REMOVE E ALL WIAP, TES t CONTAMEIM4 REGARDLESS OF WEER . (2) 2*2 OF. SA1E3. PLA18 EukSTic C> 14 "WE R CR OWING BENISON TIED tll� FG AiE CEO ': AF'"EER ONE PROW PV 441114 PER SPEC''S; AT M. L1006EEk AND ION S . TO 1 OR Of pm OF ROCRTIALA. AND 4 TIES Ol Oft SC Nbir PiMink — mom Pournot AGMs. SP1o10 A0015 MO SET Nu ON I.OSROISED BASE OR COMPACIED MOUND NU= 10 MIME (+) 24- DECIDUOUS MEE PLANTNG/STAKING DETAL • f NOT TO SCALE BERM HE!GHT 6' TYP. MIN. OR AS NOTED SOIL UNE; 3' 14 MU `CN. FLUSH iN TURF s:,ec.RAoE OLD PLANT'S +• 4 11 EDGE OF PLANTER AS ! OIr PLANT UST GED ME EDGE PLANTERS TO BE HAND WATERED DURING INSTALLATION AND MAIN7ENANC� PERIOD - COORDINATE IRRIGATION irysrnw,noN PLAN SEE . DETAIL / THIS SHEET (Two /r / PLANTER - SE ASR HITECTURE P 7V0 HOT W , STREET TR BY 0TH OVER ALL AGRICULTURAL. SOIL DEPTH OF 3 FEET COARSE ON FROM TOPSOIL TO SUBSOIL REMOVE EXCESS GRAVEL --� AND PAVING - MULCH AT CURB DETAIL NOTE OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE • r; , / /j !I f J' • 1 I - / 5.1 r te _ 1 J t 451V-V--'A‘771/4: kt- x:NOTES TREE NUMBER FROM ARBORIST REPORT TYPICAL 1 ; 7 _ 4 1 t �. I i 1 • GRADING IN PARKING LOT PLANTERS DETAL (TOPSOL PREP.) PLANT MATBIAL SPAI4G DETAL 40T lo SCALE I TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1 -1 /2" DRAIN AT LOW POINTS & 10' MAX. SPACING 1"--- PAVING SECTION ! (DEPTH NAMES) \\jam /: 12" MAL LIP SPACING AS CONLIED OUT ON NT UST HOLD RAMS MOW EDGE OF PLAPaER AS NOTED ON RANI UST PARKiNG LOT LANDSCAPE CALCULATION MINIMUM INTERIOR PARKING LOT LANDSCAPE REQUIREMENT: • 56 STALLS AT 15 SF PER STALL 940 SF REQUIRED 1.428 SF PROVIDED i .•lam.'; • � i � `� �� ��. ��- 11 � i i� � •. ✓�J J'�.... ~' • + �• �...zy.. 0000 °00 I PLANT MATERIAL SCHEDULE SYMBOL BOTANICAL / COMMON NAMES TREES: ACER aRC1NATUM / VINE MAPLE CORNUS "EDDIE'S WHITE %ISMER' / EDDIE'S WHITE WONDER DOGWOOD QUERCUS COCCINEA / SCARLET OAK STYRAX OBASSLA / FWIGRAINT SNOIMBEL L ZELXOVA SERRATA / SAWLEAF MX OVA ICD 0 0 • I. • • I EXISTING TREES i SHRUBS: BERGS N Ii CRASSIFOLIA / WATER- BLOOMING BERGO& CESTUS HYBiDUS / WHITE ROCKROSE ERICA x DARLEYDISIS 'FURZLYY / HEATH I•EMEROCALLIS HYB. 'STELLA D' ORO' / YELLOW DAYULY LLD( CRENATA 'CONVEEK / 3APA€5E HOLLY moo.,+► DOMES,IC► i FIFA/OILY BAMBOO PF10IaAAI TE7111X NON ZEALAND PRUNUS IJWROCERASUS 'ORO LUMEN" OTiO LUYKEk l/IiIRFl. RHODODENDRON / NO COMMON KATE RHODODENDRON %Muir NO COITION NAME / SNIT0<1M ''ALAN' ' 0 COIIPA T LAMER COTTON ' Taus x MEDIA / NO COIAION WANE vieURNUM MVO aAIC�S VIBUINUM aaaNDcoVERs IEMNEU(' / 4" GM= ENGUSF1 WV POT CEAND1 _ Ir weer / 4 PCW SIT REYES MAMMAS Ro / sIRAMERirr ISMS PE1fDK08 :&Y- - -1tE / sal GI000611111 WORDS / CROCOSIM 4ar VMS NV 6' -8'HT. B do B 2" CAL.. B A B 2" CAL B&B 2" CAL. B A B 2' CAL B A B 18 -21' 18' -21" 9 t B 18' -21' 8 t 11 GAIL LION 14' Fa. COKTARER 1 0 -21` cotemER 4• POI 1 GALLON 1 own r POW 0 -- — - ---- Alias Rover tti 4IZE dONDITION SPAIING QUANTITY AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 1 GALLON 21 - 24' 4' O.C. CONTAINER 1 GALLON 2' O.C. I GALLON 2' O.C. 18" -21' 3' D.C. CONTAINER 21 " - 24' 3' Q.C. CONTAINER 5 GALLON 3'-6' O.C. 4' 0.C. 4' 0.C. 2' 0.c. 12 Q.C. fI I it 10 STAKE & GUY ONE GROWING SAASON; NURSERY GROWN, MULTI -TRUNK EQUAL TO 2' CAL. 12 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN. LOW BRANCHED 5 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE. BRANCHED AT 6' 1 NURSERY GROWN, LOW BRANCHED, SPECIMEN, SYMMETRICAL. IN LAW PLANTER 8 STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' 13 TO REMAIN SA1l A�NDD PROTECT. PER i PORT BY WASHINGTON FORESTRY CONSUL INC.. DATED MAY 6. 2003. PRUNE CLEAN-UP. AND PROTECT PER ARBORIST 77 23 22 33 38 42 10 AS SHOWN 4 OTC.! 36 14 16 OTC. XS RIECIb AS WM 4' POI 1D' DLC. I AS rED 2e 19 14 OIDTO 3 1-20' 20 i r REMARKS • 4 PER PLAINER, SEE DETAIL FOR PLANTER BIICKFILL HOLD r FROM BORDERS HOLD 18" FROM BORDERS MATCHING FORM 3 CM ES MINIMUM 1 PER PLANTER, GREEN LEAVES. SEE DETAIL FOR RANTER EIOCKFILL MATCHING FORM ti • L = WTCNI G FOIE CENTERED ON UPC. ACCENTS wTa«c FORM 7 PER PLANTER SEE DETAIL FOR RANTER X11 HOLD C FAOW BORDERS MD MOM A SHRUBS HOLD e RIM BORDUIS �D 16' mom SWIM ARC NEES HOD 12• RIM 1IrRDERS Mi0 1r RCM SINUS Ir0 NE5 M WI PUNIER N LIB P INIETI BO LOP PUNIER I ?' STATE OF REGIS ?- ' r 4$ Y U ory Y "1 . PED r C=` . �.. lE NO. IS NLO ONLY WIN ' ANaIIIIE) 0 u N C • 0 C 0 O 9 a. z m z � 0 0 0 0.. LU ~ fi g CL U u:�Y O Y 4, z o t41 0 Q t T v ' • > . 0 d y U 8 d rNi CD 00 CNi t..� r r 0 n 0 • IRRIGATION NOTES 1. K scovuE GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION /SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION. PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF- CONNECTION (P.O.C.) CONTRACTOR SHALL. NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC.. OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER /LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 20 GPM AT 75 PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST /CALCULATION 85 -90 PSI. .3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK UDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND :.ATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6. HEAD AND UNE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSS•fIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS- BUILT" DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON RISERS TO BE INSTALLED NEXT TO WALKS, ,,ITREET. AND /OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS TO BE FLUSH MOUNTED. POP -UP MODELS ONLY. IRRIGATION HEADS ON RISERS TO BE AS NOTED ON THE PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND /OR ALTERNATE NOZZLES. IN- NOZZLE ADJUSTMENT IS UMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S OMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60X OF THE DIAMETER OF THE PUBUSHED DATA. 11. ALL CONTROL WIRE SPUCES TO BE MADE AT VALVE BOXES WTH WATER TIGHT ELECTRICAL SPUCES, 3M, SCOTT'S LOCK SEAL TACK 3576 -78, OR EQUAL. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINUNE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TES i i.D UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH COPY TO BARCHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION /SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE /PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. IRRIGATION SCHEDUUNG: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE WDE VIA BUDGET ADJUSTMENT. RE- ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30x. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQU!REMENT ON A ONCE PER WEEK CYCLE. ALL WATERING !N EXCESS OF THE LOCAL ETo ("FIELD RECHARGE TO BE COMPLETED DURING THE CONSTRUCTION PHASE WH,LE 'HE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CON T . „:.EAR SCI•+ED 4JNG TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. '17. SJEISITTt.,TION OF tRRi ATiON MATERIAL,/EQUIPMENT TO BE WIDE ONLY UPON WRITTEN APPROVAL. OF O A iER'S REPRESENTATIVE. "8. ZO' •;S - C PASS A YI LAI D'STR'B JT ON L» 0% 0r a OF 62 FERCEN'. AS "_S"E 'rRO..G'• Ili RR.G1► 04: ASSCCA7.0% "' F. E WATER AUX'. • : . 24 VAC; :946 PER 'S SPECS_ M SE . ENT A 'Pe RAINFALL -0 Nom* SOLENOID aRWT C 110L■t! OK WEATHER EXPOSED TALI 8' MOW GRADE- PROVIDE VT GAM ERECT. CONOt9T TO CONTROLLDL C PAW CONDUIT TO IM TO, OWING MUM. R SBR DErAL (WALL M�4fl N VALVE PER DETAIL SCH 80 PVC UNION POINT OF CONNECTION (P.O.C.) DETAIL .7111 SCH 80 PVC UNION DOUBLE CHECK NOT TO SCALE I! N)T TO SCALE NOT TO SCALE 414 z z • a v I s • s O • s` g Na 10 SCALE 7 SCH 80 NIPPLE GRADE SCH 80 NIPPLE SCH 80 SXT 90' ELBOW J 4D 0 r -e• 0 0 THE BACKFLOW DEVICE TO HAVE 6' MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES EQ EQ / QUICK COUPUNG VALVE (BLOWOUT) METER PER CITY STANDARDS METER STOP < PVC CHECK VALVE ASSEMBLY 1 ' i� I,I 1l1 1I11 j .jL!!1,1, i = I �t- . � I I III ow • � DOUBLE CARSON GRADE LEVEL VALVE BOXES WILKINS 600 PRES. REDUCING VALVE - T X S COUPUNG: CONTR. TO PROVIDE THREADED FTG. AND CAP ON DISCHARGE SIDE OF METER. IPER CITY SIDS. ` 0 DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MIN. CLR. FROM WALLS TO TEST COCKS; BOLT LOCK UD. PVC MAINUNE PER PLAN SCH 80 NIPPLE tit FEMALE ADAPTER UNION AT EACH SIDE OF VALVE SCH 80 PVC PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8' GRAVEL SUMP PVC MAINLINE MAIN UNE FITTING SCH 40 SUP TEE O PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE O TAPE WIRE TOGETHER EVERY 20 FT. O MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE O COMPACT SOIL AROUND VALVE BOX O USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE ASSEMBLY 6" GRADE) L (FINISH SLEEVE/TRENCHING DETAL PAVING SECT104 PER CML PLANS COMPACTED BACKFIL L PIPE BED MATERIAL ' BE CLEAN a FREE OF ROM LARGER T HOPIN • U 0 DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESIUANT SEATED VALVES & TEST COCKS; • INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. SCH 80 NIPPLE (TYPICAL) BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT GRAVEL SUMP -7/8" WASHED GRAVEL INSPECTION OF COMPLETED ASSEMBLY I BY CERTIFIED TESiu.1t REQUIRED. i WIRE WITH WATERPROOF WIRE CONNECTOR PLASTIC CONTROL VALVE BOX WITH COVER (10" DIA.x 12" MIN.) BOX AtiaraNNOMM l =� 90% DENSi''`�' (TOPSOIL BAC KF1.:.) A' 95% DEKSIT`' AT --\ PVC jII4TERAL • WIN. SLIME -� PVC MAiNLNE / • • DIMDISIONS ARE SOL O ALL IRRIGATION SL IN G TRENCH 9ACNWILL. INTERIM. TO BE CUSS "r OR BETTER NA L OF 10X PSG NO.40 9CRE N) AND BE COMPACTED TO 1 16% OMAN QTY PER AS/11 D- 1567 -70 010011FIED PMOCnOR) 1 / I II ! / I6" POP WICK OUPUNG VALVE ASSEMBLY NOT TO SCALE r mor TO SOU MOUNT CONTROLLER ON INTERIOR . e 1 ■ . r .. + - • �'� ', . ■ OUTPUT: 26.5 VAC, 1.5 A. LOCATION PER ARCHITECTURAL AND ELECTRICAL PLANS, AS DESIGNATED. INSTALL 2" DIA. PVC CONDUIT FOR 24V ELECTRICAL WIRING FROM WVDSCAPE TO 0 21.\\q !:, ' 0` f 4 W AT 9' HEIGHT. PROVI V. 1/2" CONDUIT FOR IRRIGATION CONTROL WIRE ACCESS TO CONTROLLER. 24V CONNECTION PER MANUFACTURER'S INSTRUCTIONS. STREET TREE I' RIGATi om i • Ift it "'�- � • � i � : -� ` i !`_ � + •fir:: I 1 -.._ .._ ►^.�� �__ i ` - err •o N � PREVAIL FOR • 24- FLEXIBLE mots RISERS AT MKS IMO CAS. POP-U' iise: AMBIBILY FINISH GRADE PLASTIC VALVE BOX (10" DIA.) QUICK COUPUNG VALVE 1 C. U• FT. 7/8" GRAVEL SUMP MARLEX ELL (TYPICAL) SCH 80 P.V.C. NIPPLE SCH 40 PVC SXSXT TEE 6" CLR. OF OBSTRUCTION FINISH GRADE T CtWAGI T ca+omoN& 50% OF SLOPE ANGLE (rrPICAIJ gar a8011 liARLEIC ELBOW SCH 40 PVC TEE SiekT E ■LET 01131 P.O.C. AT EXISTING IRRIGATION WATER METER VERIFY LOCATION AND SIZE PRIOR TO CONSTRUCTION COORDINATE IRRIGATION WITH PLANTING DESIGN SEE LANDSCAPE PLAN INN • MIND • MIND • NEP ALIGN HEADS WITH PARKING STALL STRIPING TYPICAL EXISTING TREE TO REMAIN SAVE, AND PROTECT - SEE LANDSCAPE PLAN IFIRIGAT10N SCHEDULE SYMBOL DESCRIPTION SYIBOL. • • • e 0 0 `O • • S ® D O • e • 13 .;. 'J ' E STATION N MBE'R • _ `O VALV VALVE GPM �✓/ MAUI( SCE ..• w- .•..v,.. �r.R7 .F ....111.1.1.• EXISTING LANDSCAPE TO REMAIN. SAVE. AND PROTECT - SEE LANDSCAPE PLAN LOCATE MAINUNE ALONG CURB 5701 -5 F, TO, TT, H -PC 570Z- 8 F, TCi, TT. H. T, 0 -PC 5702- 10 F, TQ, TT, H, T, Q -PC 5702- 12 F, TQ. TT, H, T, Q -PC 5702- 4-SST. EST -PC IRRIGATION SHOWN OMG1111001CALLY FOR PUIN WON. C111110N TRENCH AND PLACE EOUPLIDIT LANDSCAPE; MINIM SPED VALVES IN IID■i11COit SALM MX WERE • NOZZLE (-PC: WITH PCD's PER CATALOG) 0 I4 • 10 1'-20' 20 SPRINKLER HEADS: TORO 5702 -6P POP -UP FOR SPRAY HEADS. DESIGNED FOR USE OF PtXI-CP) WITH 30-40 OPERATING PSI USE STANDARD & 1 --FOOT LESS RADIUS FOR UDDER 30 PSI MNIAUM SYSM1 OPERAIIN4G PSI OF 20. SITE PRESSURE- COMPENSAI NG DEVICES (PCDs) PER CATALOG PERFORMANCE DATA. PSI GPM (STD. PCD's PER CATALOG) 30 0.35, 0.26, 0.23, 0.18, 0.12, 0.09 30 0.85, 0.64. 0.59. 0.44, 0.29, 0.22 30 1.33, 0.99. O. 0.66, 0.44. 0.33 30 1.92, 1.44. 1.28, 0.96. 0.64, 0.48 30 0.88, 0.43 DENOTES PLANTERS TO BE HAND WATERED DARING INSTALLATION ANiD LIANTENANCE PERIOD SEE LANDSCAPE PLANTING PUMI ADO COORDINATE 11111 PLANTING INSTALLATION RAIFORD 100 -PE8 REMOTE CONTROL VALVE ON MN. 10' Mk GRADE LEVEL BOX) HUNTER WI NI (Lac 502H RAN SENSOR MINIM ESP -LX+6 CONTROLLER CIORDIVRE CONECTDN) PROVIDE GROUND NC BATTERIES PER MFR. SPECS. SIKHS 850 - BALL MLVE. S ZE TO MATCH PIPE CARSON INDUSTRIES /1730 (TWO ♦T P.O.:) GRADE L.EVEl WALT WITH BOLT LOCK LO RAINBIRD 3/4" QUICK COUPLING WLVE AND 33tC KEYS (QCV COMBINE WITH OTHER VALVES N SQ. BOX OR 10' Dill BOX MUMS 950 7a T - 3/4" DOUBLE CHECK VALVE (STATE APPRIY ED) TEST AND cZR TFICATION BY UCENSED 9K3KFLOW I Ea t WIL INS 600 - 1" PRESSURE REGULATOR MAIL - CLASS 200 PVC (18' COMER 1 1/4' S ZE 'y Oc 1 `� C LAT - ('MUSS 200 PAC Or OR) szr PER PLAN ff E - CLASS 200 PVC (24" NIPINI M COMER AT VEHICLE =SWIM TWICE SQE OF INTERIOR PPE IMO /OR IRE'S 40 • N1 1303-2d1 • x SQ/TRIA RADIUS PRECIP. COVER 5 8' 10' 12' Pr14,• M N EXISTING LANDSCAPE TO REMAIN, SAVE, AND PROTECT - SEE LANDSCAPE PLAN 1.39/1.60 1.31 /1.52 1.28/1.48 1.29/1.49 1.39 4'x30'/15' - TWO TOTAL Y s Plv • va 0 0 g a s 1. U, LL. F c 7 ) z cb U 3 Q z LLI 0. Q U • E L i- o 0 Z 0 co r6 0) co(?) 4tti < cr w�° 0 UW co p � o eiN Q S W � n � ' v c 0 0 IN R� h CC N CN4 CO t0 OD i to ~ Y 0 • z 01 J i • • } 1 , 1 i 1 J INSURE WALL, ON4D0it DOORS ANC! CEL!NGS RE- c ONSTRUCTE D wit SIIMQO1 . Mai, NON- ABSORBB#iIT �, SURFACES At 7.ASY TO ttf - i I E1 t . 1 s i CO i F. 0. S. N F ' TIOIAL 11ON (NSF) i NALENT. C) ; 1111111111,2111111111111110:4. 19 KITCHEN • ��� -. - •Ar.ir CHICKEN COOLER 414;i1 a: ice• {' AAL e±. -.A sw • - .. - a �':� zz A5.0 t r it ` --- AU. EQUIPMEN1 AND UTE • • 5.0 :4 T $E iN G0 k's • —"v Jr S V C --I /► TI ON ! . .. '1' - - I ` V In 0 cy / C i= LOOM AND FLOOR COVERINGS IN AI.` AREAS NE CO STR OCTED OF r Y C - MATERIAL), - • } GLEAN, IN • THE FLCOR WALL JUNCTURES I GOOD REPO; AND COVED AT I WALL LEGEND - 3 4 " �•'E -` ; - •, - - - A =- • it , — 2 ! 0 -8" t) tt, I DINING 3 109 A8.1 ! 1 2 � L u 1 4 F " }; v ` p ,C,r,. S.21-€7 LE =C'' AA.: -4 7 R AN S&L c V; cc , '.'LSE -�� •r C::�► }. - g yj*= CZ A _ ,r 4 0 El'EP i 'KAY_S SE1 OE 4LS '2 i3 •. ' 2" " "4 : w+' S' I / ,., " - -0 R 6' -0 1 /2" I I „ R.C. 7 2 ' w I' _ 7'1 S ✓ « - DT_ 11 ��'�`• `_ ' -•r F_z .- - ~— C,-- J • , Lt .• • ��• 2' �►'_��SM N '• _ _ Ci'• - •_ ;-_ CC N • -'•- C _ -;" '_ ia - � - F 1 1 . LIGHTiNG IS REQUIRED TO BE AT LEAST TyIq;y F4.,f T CANDLES AND 8E 20'PRUPfRLY MELDED _- - I f 4E.c0 10' -4 3/4" 2' -4 1/4" 3 101 6' -0 1/2" R.Q. (2) 24 ( ) •'\ 4' -4 7/8" n 1 ! -6 " - -1 3 1 ..� -� \it Li 1S S jc 1 100 AS 4 6' -0 1/2" R.O. 1 • - F 12 ! -9 !! ' ww 8' -0 1/2" A5.0 P.O. 2 3/8" > 1 FLOOR PLAN NOTES VEl_S S - A - iti I �I ▪ 5I.E 941 C:. 0' ' a 3 2 FOR SEA .W ; PLAN 11 I40 DE ►A•i.S ._ 1 I � I I, \ ` r71 tV f I 2 - 4 h 1 /4 R.O. •' S t �j _. 15' 6' -0 1/2" 9" a__ E►'ME'• :ICNS APE " * _ S _ ' FMBE O _ r _ * ED‘. C � +C -cc ' z :. � E . `" is G s r 3A SLAB DIME\ DONS • . t - _ YYVC 32 Sr 57.", lu! DPAA tiYS. .?EE C`z, I CA O T•AW • C -UP OP A* '. �S r`,� - -EA=R � _ LOCA- C..,s A\D _• *. 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SEE DETAILS INDICATED ON SHEET 01.1 AND S E A T & DECO E PLAN ON SHEET D' . ' c. _.�n,►- _ 3s•. • ��`' ' ^ p (; 7 • S' FOR sIJ& DE c` ';';42 a I _ ``-'ivy MA,• " 9 iL%` P:' E C E..E : CA DRAKNGS El. 4C - Jh '. A ,€ �S E vC SE:. A L. ' 6 R3 • IC. : .co SEE GE ! 5/D �: A Sc �'b � E � ,� a� � : SF _ t _ t TER HEATER_ S C "0 ri 3OR AND VAIL REFER TO Den. Pt 9'-2 1 /2 1 OR 106 REQUIRED TO wr LARGE ENOUGH ATE THE LAROBT r M TO 3 WANED 18' -1 1 1/2" KEY • : WALLS /OJE RAIL/CONDIMENTS./DRINK STATION - REFER TO DECOR D■; S FOR LAY T F . • c: ss LADDER . SU P ° L•ED AJh% INS "A _LED :To GC. REFER "O A ;5;&3 M►"_ �'°. w,_'- CONS L, : ; r :�, £ - �..E S.VE S.:. �M P AWL S'•Aa _ ''�' = E -r{ >- ECENO POST E NOS OF HOOD i1 tiS f:•ti PEO RED .oc& CODES SEE N'E RIOR ELEVA T IOPII,S x' { Z • &. s C, -ESSE: ;_;CD C& PANES r .. RFER ELEC'RK;AL MG'S. 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NOYdT 1.11d-ndHi VSL V2 i / A A 9 S 0 1 L AOZ /01 ineoz sitnoein 03.0; NO 38 01. 'd1(101 SOd 11V vc OZ V 1.; ! H V CZI /A OZ: 0c / ARCZ OS d3140d 6/1 6 VZ OAS 01 /Au ocz - 33 VM7VIV 00Z . 114 - OOLVZ # S31213 110 • .> IN30 11)1 da103NNOD 3N11 SVO NO,ONsino0Old /M „DT" 0 d31111 211:4.A (11S) .9 ,J113 • I. 7 7 LZZ - • File: D03 -0201 35mm Drawing #1 1 0 20 SCALE: 1 - =20' LEG POATR VAULT LUTARWRE (LUU.) YARD LIGHT PM METER JUNCTION BOX (AS NOTED) CATCH BASIN (CO) STORM M4RIOIE (SOUR) SANITARY SEWER MWHOIE (55510 GAS METER GAS VALVE WATER VALVE (W1) TIRE HYDRANT (FH) WATER METER SIGH END EASEMENTS AND RESTRICTIONS COMMONWEALTH NO. 600 - 10086839 1 -4. NOT APPLICABLE TO BE SHOWN ON ALTA SURVEY. 7 -16. NOT APPUCABLE TO BE SHOWN ON ALTA SURVEY. 40 L I ASPHALT F ` 7.7 CONCRETE G -w---• - WATER UNE SAVRARY SEWER UNE STOMA DRAINAGE UNE o C GAS UNE P(oN)- FOUR OVERHEAD X D(uN UHK FENCE - // N .3) FENCE LEGAL DESCRIPTION THOSE PORTIONS OF LOTS 5. 6, 27. 28. AND 29. BLOCK 4, FIRST ADDITION TO ADAM'S HOME TRACTS, AS PER PLAT RECORDED IN VOLUIAE 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF STATE HIGHWAY NO. I (PACIFIC HIGHWAY SOUTH) 23.75 FEET NORTHEASTERLY FROM ITS INTERSECTION WITH THE SOUTH UNE OF SAID LOT 5; THENCE SOUTH 82 09' 25' EAST, 217.66 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6; THENCE SOUTH 01' 05' 28' WEST, ALONG THE EAST UNE OF SAID LOT 27, 162.36 FEET; THENCE NORTH 82' O9' 25' WEST. 271.80 FEET TO SAID EASTERLY MARGIN: THENCE NORTH 20' 06' 38' EAST, ALONG SAID EASTERLY MARGIN, 165,00 TO 'THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CRY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 20020416003153; SITUATE IN THE CITY OF TUKWILA. COMM' OF KING, STATE OF WASHINGTON. 5. THIS PROPERTY IS SUBJECT TO THE TERMS AND CONDITIONS OF CITY OF TUKWILA ORDINANCE NO. 1510, AS RECORDED UNDER RECORDING NO. 8903300383, RECORDS OF KING COUNTY, WASHINGTON. (NOTED HERE) 6. THIS PROPERTY IS SUBJECT TO MATTERS SET FORTH BY SURVEY AS RECORDED UNDER RECORDING NO. 7810189001, RECORDS OF KING COUNTY, WASHINGTON. (THIS SURVEY WAS EXAMINED AND UTIUZED IN THE PREPARATION OF THIS ALTA SURVEY) Pv ICED 12' TY E CONC 1 RIM N 330. IE 12' CONC 330.83 1E 12' CAP =330.88 SSW RIM =330.94 IE 18' CONC N- 323.66 IE'IB' CONC S•32.1.79 IE 8' CONC E.32194 IE 8' CONC W.37.1 94 CO TIPE 1 RIM.336,41 IE 12' CONC N.334.31 IE 12' CONC S- 334,21 IE 12' CONC NE.334,31 r` POWER PClt N/LUTAIHAIRE N/TF 1ISFORMER 10' + •• L01 LIGHT IE 18' CONC N.323,17 A l, IE 18' CONC S•323.26 ''O" 1 I or LIGHT o` L. - -- %'ERHAWr '= '� �•• ........... ," 0 ,A,• CAS METER POWER PANEL '�'llt' 1 7p I 0 EXISTING BUILDING i I I ... I , 15036 { I t: I FIN, FLOOR•335.8'3 f I( W BRICK LL . I 1 j I I ... 1 I POWER VAULT 34.24 48 46 FENCE END • SIGN RIM.334.26 E-333.11 or LIGHT A C NLINK FEN CB TYPE 1 RIM IE 24' CLIP W. IE 6' CLIP E. IE 6' CUP S. 0 0. to 2 U I Ji 0 0 POWER POLE W /LUA,INARE ALTA / ACSM LAND TITLE SURVEY // ++ • /� SIGN TOP 12' CARP RISER.. ...................... J.2D -� p ,d .• _„ LOT / /A � /1 �' IE 12' GATE VALVE 21.02 � 1 1 I' ......... A•• /// / ., I 24' SQUASH PIP 32 . TI, ` IE 12" CARP • 21.:D sI I . \' p,t +'+ `�\ LO E T UGHF .� . American Land Title Association / American Congress on Surveying and Mapping and National Society of Professional Surveyors POWER POLE W /TRANSFORMER W /LUMI 4 p� r ' ., �• CAS VALVE ,1 e n .':::..,•:: �tryi.�.., >+r d - SIGN h` ' ` - - � DRIVE THRU - • �.' - . „, I . , • ,,. - _.-- ., • CM SOUTH 152nd STREET N ,. 0''0.8"W- -271,96S.a-. CHAINU NKfrN CE., •. • .. .. . ..,. .�: ... CB TYPE I RI14.334.28 •" IE B' PVC E =334,014`•, • 1 *: LOT UGHT LOT UGIIT °SIGN 04MOSINGIE WARE WV 11 II II I 1 u m,l .. . • ' N STRIPE - DOUBLE YELLOW STRIPE 4.46 31,67 2.78 32.88 CB TYPE 1 RIM.334.15 I IE 6' PVC W.332.80 / IE 6' PVC 71.332.80 I K 1 4 XISTING (DING 24' CEDAR 24' CEDAR CHWNUNK FENCE (4)14' COTTONWOOD 12' COTTONWOOD (2)8' COTTONWOOD 12' COTTONWOOD - --�-- ----- 0.7'3 \ `` �, E.. G U's7 Q 1 b' I pp, F do I ) I X11 1 I I III III III III II I I 111 III I I I III I.1I 1•.I III III I1'i 1 I III III III III Inch 1/16 I 1I I 21 I 31 I I I 4I 5I 6 •WESTc0r1 Since 1872" gr 11' E l Z6 66 06 6 8 L 9 5 ti C Z 0 II M I IM I I II IM II M I II III I I I II II IIIIIIII I IIIIIIIII I IIII I IIII I IIIIIIIIIIIIilllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII 12' MAPLE 12" MAPLE 2)24' MAPLE 36' MAPLE (2)24' MAPLE 36' MAPLE 36' COTTONWOOD 30' COTTONWOOD J0' COTTONWOOD OTTONW00D OTTONWO3D SURVEYOR'S CERTIFICATION TO OLYMPIC ASSOCIATES COMPANY; TACO DELI, INC.; AND COMMONWEALTH LAND TIRE COMPANY OF PUGET SOUND, LLC; SURVEYOR'S NOTES 1. THIS 'ALTA /ACSM LAID TITLE SURVEY' IS IN ACCORDANCE WITH 'MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND• TITLE SURVEYS' JOINTLY ESTABLISHED AND ADOPTED BY THE AMERICA! LAND TITLE ASSOCIATION AND AMERICAN CONGRESS ON SURVEYING MD MOPING IN 1999. 2. HORIZONTAL DATUM IS WASHINGTON COORDINATE SYSTEM, NORTH ZONE (HAD 83/91), ESTABUSHED FROM INFORMATION PUBLISHED BY THE an OF TUKWILA (COT). WE HELD COT NO, 1 FOR POSITION, AND THE BEARING or NORM 19'08 WEST TOWARD COT NO. 15. 3. VERTICAL DATUM IS HAVD 1988. BENCHMARK IS. COT NO, 1; PIE NAIL WITH BRASS TAO, NE CORNER OF INTERSECTION HIGHWAY 99 AND S. 152ND STREET. ELEVATION - 331,56 FEET. 4. THIS DRAWING MEETS THE NATIONAL MAP STANDARDS FOR A ONE - FOOT CONTOUR INTERVAL AND DRAWING SCALE OF 1' = 20'. UNAUTHORIZED ENLARGEMENTS MAY EXCEED THESE STANDARDS. 5. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND COMMITMENT NO. 600 10086839, DATED DECEMBER 30, 2002. IN PREPARINO THIS MAP, BARGHAUSEN CONSULTI1N0 ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TIRE SEARCH NOR IS BARGHAUSEN CONSULTING, ENGINEERS. INC. AWARE OF ANY TIRE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP MID DISCLOSED BY THE REFERENCED COMMONWEALTH COMMITMENT. BARGHAUSEN CONSULTING ENGINEERS, INC, HAS RELIED WHOLLY ON COMMONWEALTH'S REPRESENTATIONS OF THE TITLE'S CONOMON TO PREPARE THIS SURVEY AND THEREFORE BARGHAUSEN CONSULTING ENGINEERS, INC, QUALIFIES THE MAP'S ACCURACY MID COMPLETENESS TO THAT EXTENT. R. PROPERTY AREA = 39,485 S SOUARE FEET (0,906 * ACRES). 7. THIS PROPERTY HAS LEGAL ACCESS 10 PACIFIC HIGHWAY SOUTH (HIGHWAY 99), SHOWN HEREON AS A PUBLIC RIGHT -OF -WAY. PHYSICAL ACCESS MAY BE WAITED BY IMPROVEMENTS, OR LACK THEREOF, AS SHOWN ON THE SURVEY. 8, TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE 004100 - 0525 AND 004100 - 0680. 9. ZONING: RC (REGIONAL COMMERCLAL), TUKWILA, WA. 10. CURRENT MINIMUM BUILDING SETBACKS: 20' FRONT; 10' REAR (SECOND FRONT): 10' SIDES MINIMUM PER THE TUKWILA MUNICIPAL CODE. PLEASE CONSULT MUNICIPAL CODE FOR FULL PARTICULARS, 11. BUILDJIG LOCATION DIMENSIONS ARE AS MEASURED AT RIGHT ANGLES FROM PROPERTY UNE TO BUILDING CORNERS AT POSITIONS INDICATED. (UNLESS SHOWN OTHERWISE.) 12. NO BUILDINGS OR PORTIONS THEREOF ENCROACH OVER PROPERTY UNES, EASEMENTS, OR BUILDING SETBACK UNES UNLESS SPECIFICALLY SHOWN ON THE SURVEY DRAWING. 1.3. STRIPED PARKING STALLS AND STALL DESIGNATIONS SHOWN HEREON ARE AS THEY ARE MARKED ON THE GROUND. OTHER PORTIONS OF THE SITE NOT MARKED ARE ALSO USED FOR PARKING VEHICLES. 14. F1000 ZONE DESIGNATION - X, AREA DETERMINED TO BE OUTSIDE OF 500 - TEAR FLOOD PLAIN, ACCORDING TO FLOOD INSURANCE RATE MAP, ('FIRM') NO. 6303300960 F, COMMUNITY NO. 530095. (CITY OF TUKWILA), PANE/. NO. 0960. SUFFIX F. EFFECTIVE MAY 16, 1995. KING COUNTY. WASHINGTON. AS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY ('FELLA 15, UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNECTIONS ARE SHOWN AS STRAIGHT UNES BETWEEN SURFACE UTILITY LOCATIONS BUT MAY CONTAIN BENDS OR CURVES NOT SHOWN. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS. INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS. 16. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONOMONS EXISTING ON JANUARY 10, 2003. ALL SURVEY CONTROL INDICATED AS 'FOUND' WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2003. 17, ALL DISTANCES ARE IN FEET (U.S. SURVEY FEET). 18, THIS IS A FIELD TRAVERSE SURVEY. A SOKKA ENE- SECOND ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROWNG MONUMENTATION AS SHOW. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAG 332- 130 -090. NJ. INSTRUMENTS AND EQUIPMENT WAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. 19. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF OLYMPIC ASSOCIATES COMPANY; TACO BELL. INC.; AND COMMONWEALTH LAND TITLE COMPANY OF PUGET SOUND. U.C. RIGHTS TO RELY ON OR USE THIS SURREY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS HECERTIFICATION BY BARGHAUSEN CONSULTING ENGINEERS. INC. ••III /OR THE PROFESSIONAL LAND SURVEYOR WHOSE SEA. APPEARS HEREON. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASE WERE MADE IN ACCORDANCE WITH ' MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS; JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND INCLUDES ITEMS 2. 3, 4. 5, 6. 8, 10, AND I1(A) OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION. UNDERSIGNED FURTHER CERTIFIES THAT PROPER FIELD PROCEDURES. INSTRUMENTATION. AND ADEQUATE SURVEY PERSONNEL WERE EMPLOYED IN ORDER TO ACHIEVE RESULTS COMPARABLE TO THOSE OUTLINED IN THE 'MINIMUM ANGLE, DISTANCE. AND CLOSURE REQUIREMENTS FOR SURVEY MEASUREMENTyHOCH CONTROL LAND BOUND/01ES FOR ALTA /ACSM LAND TITLE SURVEYS.' R. WILLIAM GLASSEY, P.L.S. WASHINGTON REGISTRATION NO. 28238 01- 48 03 DATE 0 • U c i w S Z n • LU `r U' V) Z Z L N fn • N • J J I Q 7 L Z Z a ▪ ac 0 O U. CO CO 00 CA 0 N x • - �a - 0 a a wI ¢I 0 1 Y a � o v s 0 . W z C.) Z IfYJ a N 4 O ti W z c e W W z . z W Sj U (n j P14 " " Z :P4 't t 41, • d► .. E, �a V I COC � O 0 0 5 0 • a S 0 8 a (NA -lowroow40 File: D03 -0201 35mm Drawing #1 1 " =20' 0 10 20 40 INkkl 1si1 1i,ax + 1 I I kkltl PAn 11 Fl l STA 12+27.21 336.60 6' PVC C 1.0x FOR CONNECTION OF ROOF AND 336.50 FOOTING DRAINS. NEW STREET IMPROVEMENTS INCLUDING CURB AND 12' ` _ WIDE CONCRETE WALK TO BE CONSTRUCTED BY CITY OF TUKWILA r.• 10 +00 S. 152ND ST. CO TYPE I RI61.336.41 IE 12' CONC N.+334.31 IE 12' CONC 5.334.21 IE 7 CONC NE•334.31 STA: 13 +91.83 00'0'19 E /8,90 LOY -t_ I/ Po'' /ER POjE - w /LUM1NNRE W /TRAJWOR ° . -33 -- 121 Z ~ , ! y 0 0 � #/ (r .1' / / r CO TYPE 1 RII.1= 332.46 .E 12' CONC N= 330.83 IE 12 GONG $••330.83 IE 12" CMP NE.330.06 SOMH RIM.334.25 ` " TOP 12" CMP RISER IE. 12" GATE VAL` E.331.02 IE 24" SQUASH PIPE E =331.00 \ IE 12" CMP Sw. 331.00 LOT LIGHT 3.00' LOCATED IN A GRAD o NG E AN � D DRAINAGE PLAN 23N, RANGE 4E, WILLAMETTE MERIDIAN, TUKWILA, WASHINGTON POWER POLE W/TRANSFORMER WAU) IINAIRE � - 334 -- - 4.6 .- .. • � OVE4HANG LOT LIGHT In CATCH BASIN TABLE: CB #1, TYPE 1 STANDARD GRATE RIM= 334.50 IE= 331.11 CB #2, TYPE 1 STANDARD GRATE RIM = 335.00 IE= 331.27 CB #3, TYPE 1 STANDARD GRATE RIM =335.00 IE =332.00 CB #4, TYPE 1 STANDARD GRATE RIM =336.00 IE =331.73 CB #5, TYPE 1 STANDARD GRATE RIM =336.00 IE =332.00 CO #6, TYPE 1 STANDARD GRATE RIM =334.50 IE =331.50 CB #7, TYPE 1 STANDARD GRATE RIM = 336.20 IE =333.00 CB #1A INSTALL TYPE 2 -48" CB W/ SCUD LOCKING UD. R = 335.50 IE 24' = 331.26 IE 12' = 331.75 CONTRACTOR TO VERIFY LOCATION AND DEPTH OF IF DISCREPANCY EXISTS CONTACT BARGHAUSEN ENGINEERS IMMEDIATELY, FOR RESOLUTION. CMP. 3.00' NEW 60'x10' WATER QUALITY WET VAULT SEE DETAIL, SHEET C3. COT G ° � I Fit -. '_;.�:IJ-. -.: a+ 4 F• ..... ^v -•- � t � v ' b I: • " NE $ iil ` t- t*��"r- •^t +h+ "vir �. _.•....- .w.... 58�� 9y 4 `.�Y:Y��.} I I J LT 1�; u�'���c� �;�,� `��' � I�,� S � 1 ,i I �• .� ; 1 '- -._ t .. i '>��.t� tt �, 3~��,�t!t TkT �� �'+ 13is :I �� t 1 1 `' • � ` . B j^l �'1A j!T , 3� 5 i j Ifr� y `'`. ttl I ° 00 • • PAVING-4 , gg � ff � �g z f i'o,',; 'i ..•`..�1', �I . ►l iTfid SAWCUT EX. ASPHALT TO PROVIDE SMOOTH TRANS. W /NEW ASPHALT LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAIN CLEANOUT EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE UNE EXISTING STORM DRAINAGE UNE EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED SPOT ELEVATIONS (TOP OF ASPHALT OR CONC. WALK) PROPOSED SURFACE SLOPE PROPOSED GRADE BREAK EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE • i 0 Yr �- 336.00 CB TYPE 1 RIM/ IE 24" CMP Vh331.67 10 G" CMP E =/I32.78 IE 6" CLIP 5= 332.68 - 12' MAPLE 12" MAPLE 1 Y• TING BUIDING •- (2)24" MAPLE 36' MAPLE (2)24' MAPLE 36" MAPLE STALL CONCRETE "' TCURBING PER TYPE SPECIFIED BY ARCH. DRWGS. (TYP.) J 36 COTTC:4A'COT -2 .g � :�- 30" COTiONwOCO I )TIC .' GO' COTrONVr00D 4 SURFACE AREA CALCULATIONS TOTAL PARCEL AREA =0.91 ACRES EXISTING IMPERVIOUS SURFACE AREA =0.69 ACRES ( =76.4z SITE COVERAGE) PROPOSED IMPERVIOUS SURFACE AREA =0.75 ACRES ( =83.29' SITE COVERAGE) CUT AND FILL VOLUMES APPROXIMATE QUANRY OF CUT =305± YD� APPROXIMATE QUANRY OF FILL =300± YD NOTE: DO NOT SCALE FROM DRAWINGS. CALL BEFORE YOU DIG: 1 800 - 424 -5555 - - 30" COTTONWOOD 111111111 ili l iIi iIi I iii iii iIi iii iii ili iii i.Ii I i 1 I l iIi I Ili iIl I i I i iii iIi iIi iii iii i 11 Inch ine 1I I I �I I I I 3I 4I I I 5I I I 1 96 t I E. 6 66 l L f7 E Z b W3 Ii IIIIIIIIITIIIIIiIITIIIIIIIIIZr1111liiii�Iiiiliill O iiiiliiii�6 iiiiliiii�8 IIIPIHHII�iiiili 9 9 VICINITY MAP NOT TO SCALE SURVEYOR'S NOTES 1. HORIZONTAL DATUM IS WASHINGTON COORDINATE SYSTEM, NORTH ZONE (WAD 83/91), ESTABLISHED FROM INFORMATION PUBUSHED BY THE CRY OF TUKWILA (COT). WE HELD COT NO. 1 FOR POSITION, AND THE BEARING OF NORTH 29'08'37' WEST TOWARD COT NO. 15. 2. VERTICAL DATUM IS NAVD 1988. BENCHMARK IS COT NO. 1; PK NAIL WITH BRASS TAG, NE CORNER OF INTERSECTION HIGHWAY 99 AND S. 152ND STREET. ELEVATION = 331.56 FEET. 3. PROPERTY AREA 39,485 ± SQUARE FEET (0.906 ± ACRES). 4. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 004100 -0525 AND 004100 -0680. 5. ZONING: RC (REGIONAL COMMERCIAL), TUKWILA, WA. HEREON. 6. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JANUARY 10, 2003. ALL SURVEY CONTROL INDICATED AS 'FOUND' WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2003. LEGAL DESCRIPTION THOSE PORTIONS OF LOTS 5, 6, 27, 28, AND 29, BLOCK 4, FIRST ADDITION TO ADAM'S HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) 23.75 FEET NORTHEASTERLY FROM ITS INTERSECTION WITH THE SOUTH UNE OF SAID LOT 5; THENCE SOUTH 82' 09' 25' EAST, 217.66 FEET TO THE SOUTHEAST CORNER OF SAID LOT 6; THENCE SOUTH 01' 05' 28' WEST, ALONG THE EAST UNE OF SAID LOT 27, 162.36 FEET; THENCE NORTH 82' 09' 25' WEST, 271.80 FEET TO SAID EASTERLY MARGIN; THENCE NORTH 20' 06' 38' EAST, ALONG SAID EASTERLY MARGIN, 165.00 TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CRY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 20020416003153; SITUATE IN THE CRY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. INDEX OF SHEETS: C1 OF 6 GRADING AND DRAINAGE PLAN C2 OF 6 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C3 OF' 6 DETAILS C4 OF 6 WATER AND SEWER CONNECTION PLAN C5 OF 8 CONSTRUCTION NOTES C6 OF 6 HORIZONTAL CONTROL PLAN SPECIAL NOTES 1. SITE PLAN PREPARED BY OLYMPIC ASSOCIATES CO. 2. BOUNDARY AND TOPO SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS. 3. GEOTECHNICAL REPORT PREPARED BY: GOLDER ASSOCIATES, INC. DATED 3 -3 -03, #023 -1320 18300 NE UNION HILL RD., SUITE REDMOND, WA. 98052 425- 883 -0777 200 SITE ADDRESS 15036 INTERNATIONAL BLVD. TUKWILA, WA 98188 PARCEL NO, 004100 -0525 UTILITY CONRICT NOTE; CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH O UIUTIES AND SUR1VYING THE HORIZONTAL AND VERTICAL LOCATIION NOT PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE C 1 -800- 424 -5555 AND THEN POTHOLING ALL NETHER EXISTING NOTLICONFlICTS LOCATIONS OF NEW F SAID CROSSINGS TO AS PHYSICALLY ON THESE PLANS ME BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. CONSULT ENGINEERS, . TO I RESOLLVEALL PROBL EMS TO PROCEEDING WITH CONSTRUCTION. FiC2 1.1 R 4 2 SITE I EXPIRES 6 -10 -05 28 o I n �� ° C'4 I 3 E z' d. O w . W U cn 07 0 .- O N. O S o 2 ¶ u e •p O 0 0 w W. W x LL N gl 0 z CA t 00 N N 1 - CO 0 c� Q. z 0 z o z � w6 w 0 0 J U VI 0 O CO N Co N File: D03 -0201 35mm Drawing #3 1 Inch 1 � 1 11 I I 1 21 1 I J 31 I L I I I 1 I v16 4I 5 I I 6 I h *WESTCOTT . Since 1872'N 9I bI. £6 Z6 61• 06 6 8 L 9 9 ti £ Z L W� II IiI111111 IIIIililiI11111111! iIIIliPi! III�IIIIIIIII�IIIIIIIII�lllllllll�lllllll 10 20 40 Team / 1/ NEW STREET IMPROVEMENTS INCLUDING CURB AND 12' WIDE CONCRETE WALK TO BE CONSTRUCTED BY CITY OF TUKWILA. LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAIN CLEANOUT EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE F WATERMAIN • HYDRANT EYISii .T VALVE PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE (�1 • • 336.00 100 4 .. 'r 'V . • 35.63 335.60 It 44c ; TT T R - ,1a , µ ?33611 CB #'6, TYPE 1 ;I. STANDARD GRATE R)M= 336,20; :; ,;T L'UILL J!:0 j F I= 333,00 ^,•3 i• 316.60 6" PVC 0 1.0 T FOR CONNECTION' �• F AND r 331.50 ,.r: •.. iii > :::: •.:m.. :....- .. - '••�.� �4 . :: .. T CB #5, TYPE NF• '. , 1 ••r• STANDARD GRATE RIM= 334.50 I E= 331.50 C..11, A GA TL5 CS5 CO Z Ct3 c t'F C (..#B GP Co 7 GR� )ING AND DRAINAGE PLAN LOCATED IN A PORTION OF THE NW 1/4 OF SECTION 22, TOWNSHIP 23N, RANGE 4E, WILLAMETTE MERIDIAN, TUKWILA, WASHINGTON • VAULT 'OUTLET.. IE= 332.00 CONNECT TO 24" CMP STORM PIPE @ APPROXIMATE IE= 331.75 CONTRACTOR TO VERIFY LOCATION AND DEPTH OF CMP. IF DISCREPANCY EXISTS CONTACT BARGHAUSEN ENGINEERS IMMEDIATELY. CONNECTION SHALL BE MADE W /WATER TIGHT COUPLING. PER DETAIL, SHEET C3. Oil 46- C, i to . 0.07 ( =' 0 ,09 O.) At .10 4c.) NEW 60'x10' WATER QUALITY WET VAULT SEE PER DETAIL, SHEET C3. CB Aa, T,yPE 1 STANDARD 'RATE RIM =36' IE =J37i00 i ii h........_ ..._.. % . !1,6 " CO / 3' D GRATE • ; : .STANDAR TYPE 1 E � • IE =:131:7:: ..t•...,:::�.n,:k:. � I CUT AND FILL VOLUMES APPROXIMATE QUANITY OF CUT =O± YD APPROXIMATE OUANITY OF FILL =300± YD ONE CITY BEARING 0525 AND OL SITE ADDITION TO ADAM'S PAGE 50, RECORDS ACIFIC HIGHWAY THE SOUTH LINE T CORNER OF SAID LOT 27, 162.36 MARGIN; 165.00 TO THE LA BY DEED HINGTON. PLAN r EXPIRES 6 -10 -03 ) 5 U z 0 LL Z 0 i- U U c 0 0 � O E6 CC LO W CO W J Q o W N U) •''r! N u Q II C z 0 N 0 N N N O C'1 N x N 00 00 N C U ?f is L VF' .l b SURFACE AREA CALCULATIONS )1.••••••• S ?124' WA:N.E .p -1� .. • L RSSTALL CONCRETE (C PER TYPE SPECIFIED BY ARCH. DRWGS. (TYP.) CB #7, :TYPE 1 1: • ::rrr;• - 'STANpA1TD GRATE "RIMS 335,00 et =332.110' T' :: •1: TUN:4i` • ii` ::,;:::N:Q:•:,: TOTAL PARCEL AREA =0.91 ACRES EXISTING IMPERVIOUS SURFACE AREA =0.69 ACRES ( =76.45 SITE COVERAGE) PROPOSED IMPERVIOUS SURFACE AREA =0.75 ACRES (= 83.25 SITE COVERAGE) CALL BEFORE YOU DIG: 1- 800 - 424 -5555 . Ill 1H I i 111 111 III 1 1 3 111 I III I I I . I I I I I Inch 1/16 4I 5I I 6 I • SWW i T Sc0E y 6 5 L bl CI Zr Z6 6 8 L 9 5 £ Z II. w� �� �111111111111111111I111111111 11I1II1IJ 111111111 111111111 111111111 111111111 11 5. ZONING: RC (REGIONAL COMMERCIAL), TUKWILA, WA. HEREON, LEGAL DESCRIPTION INDEX OF SHEETS: SPECIAL NOTES SITE ADDRESS 15036 INTEFNATIONAL BLVD. TUKWILA, WA 98188 PARCEL NO. 004100 -0525 004100 -061:0 (7 + i �TCfi?TTh Y ;! e • VICINITY MAP NOT TO SCAL SURVEYOR'S NOTES 1. HORIZONTAL DATUM IS WASHINGTON COORDINATE SYSTEM, NORTH Z (NAD 83/91), ESTABLISHED FROM INFORMATION PUBLISHED BY THE OF TUKWILA (COT). WE HELD COT NO. I FOR POSITION, AND THE OF NORTH 29'08'37" WEST TOWARD COT NO. 15. 2. VERTICAL DATUM IS NAVD 1988. BENCHMARK IS COT NO. 1; PK NAIL WITH BRASS TAG, NE CORNER OF INTERSECTION HIGHWAY 99 AND S. 152ND STREET. ELEVATION = 331.56 FEET. 3. PROPERTY ARE4 = 39,485 ± SQUARE FEET (0.906 ± ACRES). 4. TAX PARCEL NUMBERS ON THE SUBJECT PROPERTY ARE: 004100- 004100 -0680. 6. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS FASTING ON JANUARY 10, 2003. ALL SURVEY CONTR INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JANUARY, 2003. THOSE PORTIONS OF LOTS 5, 6, 27, 28, AND 29, BLOCK 4, FIRST HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, OF KING COUNTY AUDITOR, DESCRIBED AS FOLLOWS: BEGINNING ON THE EASTERLY MARGIN OF STATE HIGHWAY NO. 1 (P SOUTH) 23.75 FEET NORTHEASTERLY FROM ITS INTERSECTION WITH OF SAID LOT 3; THENCE SOUTH 82' 09' 25" EAST, 217.66 FEET TO THE SOUTHEAS LOT 6; THENCE SOUTH 01' 05' 28" WEST, ALONG THE EAST LINE OF SAID FEET; THENCE NORTH 82' 09' 25" WEST, 271.80 FEET TO SAID EASTERL THENCE N ORT.i 20' 06' 38" EAST, ALONG , L G SAID MARGIN, Y POINT OF BEGINNING; L RGIN, EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWI RECORDED UNDER RECORDING NO. 20020416003153; SITUATE IN TI-E CITY OF TUKWILA, COUNTY OF KING, STATE OF WAS C1 OF 5 GRADING AND DRAINAGE PLAN C2 OF 5 TEMPORARY EROSION AND SEDIMENTATION CONTROL C3 OF 5 DETAILS C4 OF 5 WATER AND SEWER CONNECTION PLAN C5 OF 5 CONSTRUCTION NOTES 1. SITE PLAN PREPARED BY OLYMPIC ASSOCIATES CO. 2. BOUNDARY AND TOPO SURVEY PREPARED BY BARGHAUSEN CONSULTING ENGINEERS. UTILITY CONFLICT NOTE: QAUTIO■: THE CONTRACTOR SHALL BE RESPONSIBLE r OR VERIFYING THE LOCATION DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 I -a, 0- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF N •• UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 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